ATCH 13 - 2020 Addendum — Napa City Council, April 2, 2024 (part 2 of 9)

First & Oxbow Hotel AQ - Napa County, Annual
First & Oxbow Hotel AQ 2030
Napa County, Annual
ATTACHMENT 13
Unmitigated Construction
tblWater SepticTankPercent 10.33 0.00

2.0 Emissions Summary

2.1 Overall Construction
tblWater SepticTankPercent 10.33 0.00
tblWater SepticTankPercent 10.33 0.00
tblWater AnaerobicandFacultativeLagoonsPerce
nt

2.21 0.00
tblWater AnaerobicandFacultativeLagoonsPerce
nt

2.21 0.00
tblWater AerobicPercent 87.46 100.00
tblWater AnaerobicandFacultativeLagoonsPerce
nt

2.21 0.00
tblWater AerobicPercent 87.46 100.00
tblWater AerobicPercent 87.46 100.00
tblVehicleTrips WD_TR 8.17 8.36
tblVehicleTrips WD_TR 44.32 34.16
tblVehicleTrips SU_TR 5.95 6.09
tblVehicleTrips SU_TR 20.43 15.75
tblVehicleTrips ST_TR 8.19 8.38
tblVehicleTrips ST_TR 42.04 32.40
tblLandUse LotAcreage 2.47 1.07
tblProjectCharacteristics CO2IntensityFactor 641.35 290 tblLandUse LandUseSquareFeet 107,448.00 77,884.00
tblLandUse LandUseSquareFeet 6,290.00 6,294.00
Vehicle Trips - (619 hotel trips/74 rooms) = 8.36, sat 8.38, sun 6.09 (215/6.294) = 34.16, sat 32.40, sun 15.75 Water And Wastewater - 100% aerobic
Table Name Column Name Default Value New Value
Off-road Equipment -
Off-road Equipment - Default equipment
Demolition - Estimated demolition square footage from Google Earth ATTACHMENT 13
4 10-1-2020 12-31-2020 0.7762 0.7762
2 4-1-2020 6-30-2020 0.7414 0.7414
3 7-1-2020 9-30-2020 0.7495 0.7495
Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 1-1-2020 3-31-2020 0.7707 0.7707

0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 NBio-CO2Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2ROG NOx CO SO2 Fugitive
PM10

0.0000 376.6619 376.6619 0.0626 0.0000 378.22730.0901 0.1265 0.2166 0.0287 0.1206 0.1493Maximum 0.4593 2.6148 2.1823 4.3700e- 003

0.0000 1.1473 1.1473 7.0000e-
005

0.0000 1.14903.0000e-
004

3.3000e-
004

6.4000e-
004

8.0000e-
005

3.3000e-
004

4.1000e-
004
2021 0.3154 5.4400e-
003

7.3700e-
003

1.0000e-
005

0.0000 376.6619 376.6619 0.0626 0.0000 378.22730.0901 0.1265 0.2166 0.0287 0.1206 0.14932020 0.4593 2.6148 2.1823 4.3700e- 003
Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 376.6622 376.6622 0.0626 0.0000 378.22760.0901 0.1265 0.2166 0.0287 0.1206 0.1493Maximum 0.4593 2.6148 2.1823 4.3700e- 003

0.0000 1.1473 1.1473 7.0000e-
005

0.0000 1.14903.0000e-
004

3.3000e-
004

6.4000e-
004

8.0000e-
005

3.3000e-
004

4.1000e-
004
2021 0.3154 5.4400e-
003

7.3700e-
003

1.0000e-
005

0.0000 376.6622 376.6622 0.0626 0.0000 378.22760.0901 0.1265 0.2166 0.0287 0.1206 0.14932020 0.4593 2.6148 2.1823 4.3700e- 003
CH4 N2O CO2e
Year tons/yr MT/yr
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
ATTACHMENT 13

0.0000487.0208487.0208 0.0199 0.0000487.51740.5331 3.5200e- 003

0.5367 0.1430 3.2800e-
003

0.1462Mobile 0.1205 0.7536 1.2177 5.2500e-
003

0.0000 310.1075 310.1075 0.0161 5.9800e-
003
312.29110.0129 0.0129 0.0129 0.0129Energy 0.0187 0.1699 0.1427 1.0200e- 003

0.0000 3.6500e-
003

3.6500e-
003

1.0000e-
005

0.0000 3.8900e-
003

1.0000e-
005

1.0000e-
005
Area 0.3771 2.0000e-
005

1.8700e-
003

0.0000
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

10.3939 799.0271 809.4211 0.6042 7.8200e-
003
826.85820.5331 0.0164 0.5496 0.1430 0.0162 0.1592Total 0.5162 0.9236 1.3623 6.2700e- 003

0.8290 1.8952 2.7242 3.0400e-
003

1.8400e-
003

3.34920.0000 0.0000 0.0000 0.0000Water

9.5649 0.0000 9.5649 0.5653 0.0000 23.69670.0000 0.0000 0.0000 0.0000Waste

0.0000 487.0208 487.0208 0.0199 0.0000 487.51740.5331 3.5200e- 003

0.5367 0.1430 3.2800e-
003

0.1462Mobile 0.1205 0.7536 1.2177 5.2500e-
003

0.0000 310.1075 310.1075 0.0161 5.9800e-
003
312.29110.0129 0.0129 0.0129 0.0129Energy 0.0187 0.1699 0.1427 1.0200e- 003

0.0000 3.6500e-
003

3.6500e-
003

1.0000e-
005

0.0000 3.8900e-
003

1.0000e-
005

1.0000e-
005
Area 0.3771 2.0000e-
005

1.8700e-
003

0.0000
CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Highest 0.7762 0.7762

2.2 Overall Operational
5 1-1-2021 3-31-2021 0.3602 0.3602
ATTACHMENT 13
Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37
Demolition Rubber Tired Dozers 1 8.00 247 0.40
Load Factor
Demolition Concrete/Industrial Saws 1 8.00 81 0.73
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power 10 Acres of Grading (Site Preparation Phase): 4.5
Acres of Grading (Grading Phase): 3
Acres of Paving: 1.12
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 126,267; Non-Residential Outdoor: 42,089; Striped Parking Area:

7 Architectural Coating Architectural Coating 12/29/2020 1/11/2021 5 220
6 Paving Paving 12/15/2020 12/28/2020 5 10
5 Building Construction Building Construction 2/11/2020 12/14/2020 5 6 4 Trenching Trenching 2/1/2020 2/14/2020 5 10
3 Grading Grading 2/1/2020 2/10/2020 5
20 2 Site Preparation Site Preparation 1/29/2020 1/31/2020 5 3 End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 1/1/2020 1/28/2020 5

3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date

0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2ROG NOx CO SO2 Fugitive
PM10

10.3939 799.0271 809.4211 0.6042 7.8200e-
003
826.85820.5331 0.0164 0.5496 0.1430 0.0162 0.1592Total 0.5162 0.9236 1.3623 6.2700e- 003

0.8290 1.8952 2.7242 3.0400e-
003

1.8400e-
003

3.34920.0000 0.0000 0.0000 0.0000Water

9.5649 0.0000 9.5649 0.5653 0.0000 23.69670.0000 0.0000 0.0000 0.0000Waste ATTACHMENT 13

7.30 20.00LD_Mix HDT_Mix HHDTArchitectural Coating 1 11.00 0.00 0.00 10.80

10.80 7.30 20.00LD_Mix HDT_Mix HHDT

7.30 20.00LD_Mix HDT_Mix HHDT
Paving 6 15.00 0.00 0.00
Building Construction 8 56.00 22.00 0.00 10.80

10.80 7.30 20.00LD_Mix HDT_Mix HHDT

7.30 20.00LD_Mix HDT_Mix HHDT
Trenching 2 5.00 0.00 0.00
Grading 4 10.00 0.00 0.00 10.80

10.80 7.30 20.00LD_Mix HDT_Mix HHDT

7.30 20.00LD_Mix HDT_Mix HHDT
Site Preparation 3 8.00 0.00 0.00
Demolition 5 13.00 0.00 10.00 10.80
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle
Class
Hauling
Vehicle
Class
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Architectural Coating Air Compressors 1 6.00 78 0.48
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Paving Rollers 2 8.00 80 0.38
Paving Paving Equipment 1 8.00 132 0.36
Paving Pavers 1 8.00 130 0.42
Paving Cement and Mortar Mixers 1 8.00 9 0.56
Building Construction Welders 3 8.00 46 0.45
Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Forklifts 2 7.00 89 0.20
Building Construction Cranes 1 8.00 231 0.29
Trenching Tractors/Loaders/Backhoes 1 7.00 97 0.37
Trenching Excavators 1 7.00 158 0.38
Grading Tractors/Loaders/Backhoes 2 7.00 97 0.37
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Graders 1 8.00 187 0.41
Site Preparation Tractors/Loaders/Backhoes 1 7.00 97 0.37 Site Preparation Scrapers 1 8.00 367 0.48
Site Preparation Graders 1 8.00 187 0.41
ATTACHMENT 13
Mitigated Construction On-Site

0.0000 1.2685 1.2685 4.0000e-
005

0.0000 1.26961.1100e-
003

1.0000e-
005

1.1200e-
003

2.9000e-
004

1.0000e-
005

3.1000e-
004
Total 5.4000e-
004

1.8500e-
003

4.0300e-
003

1.0000e-
005

0.0000 0.8874 0.8874 2.0000e-
005

0.0000 0.88801.0300e-
003

1.0000e-
005

1.0300e-
003

2.7000e-
004

1.0000e-
005

2.8000e-
004
Worker 5.0000e-
004

3.6000e-
004

3.7400e-
003

1.0000e-
005

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.3811 0.3811 2.0000e-
005

0.0000 0.38158.0000e-
005

0.0000 9.0000e-
005

2.0000e-
005

0.0000 3.0000e-
005
Hauling 4.0000e-
005

1.4900e-
003

2.9000e-
004

0.0000
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 21.0677 21.0677 5.4200e-
003

0.0000 21.20311.1400e-
003

0.0115 0.0127 1.7000e-
004

0.0108 0.0109Total 0.0213 0.2095 0.1466 2.4000e-
004

0.0000 21.0677 21.0677 5.4200e-
003

0.0000 21.20310.0115 0.0115 0.0108 0.0108Off-Road 0.0213 0.2095 0.1466 2.4000e- 004

0.0000 0.0000 0.0000 0.0000 0.0000 0.00001.1400e-
003

0.0000 1.1400e-
003

1.7000e-
004

0.0000 1.7000e-
004
Fugitive Dust
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2

3.2 Demolition - 2020
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

3.1 Mitigation Measures Construction
ATTACHMENT 13
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2

3.3 Site Preparation - 2020
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 1.2685 1.2685 4.0000e-
005

0.0000 1.26961.1100e-
003

1.0000e-
005

1.1200e-
003

2.9000e-
004

1.0000e-
005

3.1000e-
004
Total 5.4000e-
004

1.8500e-
003

4.0300e-
003

1.0000e-
005

0.0000 0.8874 0.8874 2.0000e-
005

0.0000 0.88801.0300e-
003

1.0000e-
005

1.0300e-
003

2.7000e-
004

1.0000e-
005

2.8000e-
004
Worker 5.0000e-
004

3.6000e-
004

3.7400e-
003

1.0000e-
005

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.3811 0.3811 2.0000e-
005

0.0000 0.38158.0000e-
005

0.0000 9.0000e-
005

2.0000e-
005

0.0000 3.0000e-
005
Hauling 4.0000e-
005

1.4900e-
003

2.9000e-
004

0.0000
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 21.0676 21.0676 5.4200e-
003

0.0000 21.20301.1400e-
003

0.0115 0.0127 1.7000e-
004

0.0108 0.0109Total 0.0213 0.2095 0.1466 2.4000e-
004

0.0000 21.0676 21.0676 5.4200e-
003

0.0000 21.20300.0115 0.0115 0.0108 0.0108Off-Road 0.0213 0.2095 0.1466 2.4000e- 004

0.0000 0.0000 0.0000 0.0000 0.0000 0.00001.1400e-
003

0.0000 1.1400e-
003

1.7000e-
004

0.0000 1.7000e-
004
Fugitive Dust
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
ATTACHMENT 13

0.0000 3.2290 3.2290 1.0400e-
003

0.0000 3.25512.3900e-
003

1.1700e-
003

3.5600e-
003

2.6000e-
004

1.0700e-
003

1.3300e-
003
Total 2.4800e-
003

0.0299 0.0169 4.0000e-
005

0.0000 3.2290 3.2290 1.0400e-
003

0.0000 3.25511.1700e-
003

1.1700e-
003

1.0700e-
003

1.0700e-
003
Off-Road 2.4800e-
003

0.0299 0.0169 4.0000e-
005

0.0000 0.0000 0.0000 0.0000 0.0000 0.00002.3900e-
003

0.0000 2.3900e-
003

2.6000e-
004

0.0000 2.6000e-
004
Fugitive Dust
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 0.0819 0.0819 0.0000 0.0000 0.08209.0000e-
005

0.0000 1.0000e-
004

3.0000e-
005

0.0000 3.0000e-
005
Total 5.0000e-
005

3.0000e-
005

3.5000e-
004

0.0000

0.0000 0.0819 0.0819 0.0000 0.0000 0.08209.0000e-
005

0.0000 1.0000e-
004

3.0000e-
005

0.0000 3.0000e-
005
Worker 5.0000e-
005

3.0000e-
005

3.5000e-
004

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 3.2290 3.2290 1.0400e-
003

0.0000 3.25512.3900e-
003

1.1700e-
003

3.5600e-
003

2.6000e-
004

1.0700e-
003

1.3300e-
003
Total 2.4800e-
003

0.0299 0.0169 4.0000e-
005

0.0000 3.2290 3.2290 1.0400e-
003

0.0000 3.25511.1700e-
003

1.1700e-
003

1.0700e-
003

1.0700e-
003
Off-Road 2.4800e-
003

0.0299 0.0169 4.0000e-
005

0.0000 0.0000 0.0000 0.0000 0.0000 0.00002.3900e-
003

0.0000 2.3900e-
003

2.6000e-
004

0.0000 2.6000e-
004
Fugitive Dust
ATTACHMENT 13
Total CO2 CH4 N2O CO2ePM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 5.4333 5.4333 1.7600e-
003

0.0000 5.47730.0197 2.9700e-
003

0.0226 0.0101 2.7300e-
003

0.0128Total 5.7700e-
003

0.0640 0.0298 6.0000e-
005

0.0000 5.4333 5.4333 1.7600e-
003

0.0000 5.47732.9700e-
003

2.9700e-
003

2.7300e-
003

2.7300e-
003
Off-Road 5.7700e-
003

0.0640 0.0298 6.0000e-
005

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0197 0.0000 0.0197 0.0101 0.0000 0.0101Fugitive Dust Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2

3.4 Grading - 2020
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 0.0819 0.0819 0.0000 0.0000 0.08209.0000e-
005

0.0000 1.0000e-
004

3.0000e-
005

0.0000 3.0000e-
005
Total 5.0000e-
005

3.0000e-
005

3.5000e-
004

0.0000

0.0000 0.0819 0.0819 0.0000 0.0000 0.08209.0000e-
005

0.0000 1.0000e-
004

3.0000e-
005

0.0000 3.0000e-
005
Worker 5.0000e-
005

3.0000e-
005

3.5000e-
004

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
ATTACHMENT 13

0.0000 0.2048 0.2048 1.0000e-
005

0.0000 0.20492.4000e-
004

0.0000 2.4000e-
004

6.0000e-
005

0.0000 6.0000e-
005
Worker 1.2000e-
004

8.0000e-
005

8.6000e-
004

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 5.4333 5.4333 1.7600e-
003

0.0000 5.47730.0197 2.9700e-
003

0.0226 0.0101 2.7300e-
003

0.0128Total 5.7700e-
003

0.0640 0.0298 6.0000e-
005

0.0000 5.4333 5.4333 1.7600e-
003

0.0000 5.47732.9700e-
003

2.9700e-
003

2.7300e-
003

2.7300e-
003
Off-Road 5.7700e-
003

0.0640 0.0298 6.0000e-
005

0.0000 0.2048 0.2048 1.0000e-
005

0.0000 0.20492.4000e-
004

0.0000 2.4000e-
004

6.0000e-
005

0.0000 6.0000e-
005
Total 1.2000e-
004

8.0000e-
005

8.6000e-
004

0.0000

0.0000 0.2048 0.2048 1.0000e-
005

0.0000 0.20492.4000e-
004

0.0000 2.4000e-
004

6.0000e-
005

0.0000 6.0000e-
005
Worker 1.2000e-
004

8.0000e-
005

8.6000e-
004

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr
ATTACHMENT 13
Mitigated Construction On-Site

0.0000 0.1707 0.1707 0.0000 0.0000 0.17082.0000e-
004

0.0000 2.0000e-
004

5.0000e-
005

0.0000 5.0000e-
005
Total 1.0000e-
004

7.0000e-
005

7.2000e-
004

0.0000

0.0000 0.1707 0.1707 0.0000 0.0000 0.17082.0000e-
004

0.0000 2.0000e-
004

5.0000e-
005

0.0000 5.0000e-
005
Worker 1.0000e-
004

7.0000e-
005

7.2000e-
004

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 3.1787 3.1787 1.0300e-
003

0.0000 3.20441.0900e-
003

1.0900e-
003

1.0100e-
003

1.0100e-
003
Total 1.9900e-
003

0.0198 0.0243 4.0000e-
005

0.0000 3.1787 3.1787 1.0300e-
003

0.0000 3.20441.0900e-
003

1.0900e-
003

1.0100e-
003

1.0100e-
003
Off-Road 1.9900e-
003

0.0198 0.0243 4.0000e-
005
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2

3.5 Trenching - 2020
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 0.2048 0.2048 1.0000e-
005

0.0000 0.20492.4000e-
004

0.0000 2.4000e-
004

6.0000e-
005

0.0000 6.0000e-
005
Total 1.2000e-
004

8.0000e-
005

8.6000e-
004

0.0000
ATTACHMENT 13
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2

3.6 Building Construction - 2020
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 0.1707 0.1707 0.0000 0.0000 0.17082.0000e-
004

0.0000 2.0000e-
004

5.0000e-
005

0.0000 5.0000e-
005
Total 1.0000e-
004

7.0000e-
005

7.2000e-
004

0.0000

0.0000 0.1707 0.1707 0.0000 0.0000 0.17082.0000e-
004

0.0000 2.0000e-
004

5.0000e-
005

0.0000 5.0000e-
005
Worker 1.0000e-
004

7.0000e-
005

7.2000e-
004

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 3.1787 3.1787 1.0300e-
003

0.0000 3.20441.0900e-
003

1.0900e-
003

1.0100e-
003

1.0100e-
003
Total 1.9900e-
003

0.0198 0.0243 4.0000e-
005

0.0000 3.1787 3.1787 1.0300e-
003

0.0000 3.20441.0900e-
003

1.0900e-
003

1.0100e-
003

1.0100e-
003
Off-Road 1.9900e-
003

0.0198 0.0243 4.0000e-
005
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
ATTACHMENT 13

0.0000228.4086228.4086 0.0464 0.0000229.56750.1043 0.1043 0.1000 0.1000Total 0.2517 1.9177 1.6387 2.7500e- 003

0.0000 228.4086 228.4086 0.0464 0.0000 229.56750.1043 0.1043 0.1000 0.1000Off-Road 0.2517 1.9177 1.6387 2.7500e- 003
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 104.8584 104.8584 4.4500e-
003

0.0000 104.96970.0645 1.9500e-
003

0.0665 0.0175 1.8500e-
003

0.0194Total 0.0341 0.3112 0.2556 1.1200e-
003

0.0000 42.0496 42.0496 1.1800e-
003

0.0000 42.07920.0487 3.4000e-
004

0.0490 0.0130 3.1000e-
004

0.0133Worker 0.0238 0.0172 0.1773 4.7000e-
004

0.0000 62.8087 62.8087 3.2700e-
003

0.0000 62.89050.0159 1.6100e-
003

0.0175 4.5800e-
003

1.5400e-
003

6.1300e-
003
Vendor 0.0103 0.2939 0.0783 6.5000e-
004

0.0000 228.4088 228.4088 0.0464 0.0000 229.56780.1043 0.1043 0.1000 0.1000Total 0.2517 1.9177 1.6387 2.7500e- 003

0.0000 228.4088 228.4088 0.0464 0.0000 229.56780.1043 0.1043 0.1000 0.1000Off-Road 0.2517 1.9177 1.6387 2.7500e- 003
ATTACHMENT 13
Total CO2 CH4 N2O CO2ePM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 7.7529 7.7529 2.4600e-
003

0.0000 7.81433.2800e-
003

3.2800e-
003

3.0300e-
003

3.0300e-
003
Total 5.7700e-
003

0.0579 0.0590 9.0000e-
005

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Paving 0.0000

0.0000 7.7529 7.7529 2.4600e-
003

0.0000 7.81433.2800e-
003

3.2800e-
003

3.0300e-
003

3.0300e-
003
Off-Road 5.7700e-
003

0.0579 0.0590 9.0000e-
005
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2

3.7 Paving - 2020
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 104.8584 104.8584 4.4500e-
003

0.0000 104.96970.0645 1.9500e-
003

0.0665 0.0175 1.8500e-
003

0.0194Total 0.0341 0.3112 0.2556 1.1200e-
003

0.0000 42.0496 42.0496 1.1800e-
003

0.0000 42.07920.0487 3.4000e-
004

0.0490 0.0130 3.1000e-
004

0.0133Worker 0.0238 0.0172 0.1773 4.7000e-
004

0.0000 62.8087 62.8087 3.2700e-
003

0.0000 62.89050.0159 1.6100e-
003

0.0175 4.5800e-
003

1.5400e-
003

6.1300e-
003
Vendor 0.0103 0.2939 0.0783 6.5000e-
004

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
ATTACHMENT 13

0.0000 0.5120 0.5120 1.0000e-
005

0.0000 0.51235.9000e-
004

0.0000 6.0000e-
004

1.6000e-
004

0.0000 1.6000e-
004
Worker 2.9000e-
004

2.1000e-
004

2.1600e-
003

1.0000e-
005

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 7.7529 7.7529 2.4600e-
003

0.0000 7.81433.2800e-
003

3.2800e-
003

3.0300e-
003

3.0300e-
003
Total 5.7700e-
003

0.0579 0.0590 9.0000e-
005

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Paving 0.0000

0.0000 7.7529 7.7529 2.4600e-
003

0.0000 7.81433.2800e-
003

3.2800e-
003

3.0300e-
003

3.0300e-
003
Off-Road 5.7700e-
003

0.0579 0.0590 9.0000e-
005
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 0.5120 0.5120 1.0000e-
005

0.0000 0.51235.9000e-
004

0.0000 6.0000e-
004

1.6000e-
004

0.0000 1.6000e-
004
Total 2.9000e-
004

2.1000e-
004

2.1600e-
003

1.0000e-
005

0.0000 0.5120 0.5120 1.0000e-
005

0.0000 0.51235.9000e-
004

0.0000 6.0000e-
004

1.6000e-
004

0.0000 1.6000e-
004
Worker 2.9000e-
004

2.1000e-
004

2.1600e-
003

1.0000e-
005

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr
ATTACHMENT 13
Mitigated Construction On-Site

0.0000 0.1126 0.1126 0.0000 0.0000 0.11271.3000e-
004

0.0000 1.3000e-
004

3.0000e-
005

0.0000 4.0000e-
005
Total 6.0000e-
005

5.0000e-
005

4.7000e-
004

0.0000

0.0000 0.1126 0.1126 0.0000 0.0000 0.11271.3000e-
004

0.0000 1.3000e-
004

3.0000e-
005

0.0000 4.0000e-
005
Worker 6.0000e-
005

5.0000e-
005

4.7000e-
004

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.3830 0.3830 3.0000e-
005

0.0000 0.38371.7000e-
004

1.7000e-
004

1.7000e-
004
Total 0.1351 2.5300e-
003

2.7500e-
003

0.0000

0.0000 0.3830 0.3830 3.0000e-
005

0.0000 0.38371.7000e-
004

1.7000e-
004

1.7000e-
004
Off-Road 3.6000e-
004

2.5300e-
003

2.7500e-
003

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 0.1348 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2

3.8 Architectural Coating - 2020
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 0.5120 0.5120 1.0000e-
005

0.0000 0.51235.9000e-
004

0.0000 6.0000e-
004

1.6000e-
004

0.0000 1.6000e-
004
Total 2.9000e-
004

2.1000e-
004

2.1600e-
003

1.0000e-
005
ATTACHMENT 13
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2

3.8 Architectural Coating - 2021
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 0.1126 0.1126 0.0000 0.0000 0.11271.3000e-
004

0.0000 1.3000e-
004

3.0000e-
005

0.0000 4.0000e-
005
Total 6.0000e-
005

5.0000e-
005

4.7000e-
004

0.0000

0.0000 0.1126 0.1126 0.0000 0.0000 0.11271.3000e-
004

0.0000 1.3000e-
004

3.0000e-
005

0.0000 4.0000e-
005
Worker 6.0000e-
005

5.0000e-
005

4.7000e-
004

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 0.3830 0.3830 3.0000e-
005

0.0000 0.38371.7000e-
004

1.7000e-
004

1.7000e-
004
Total 0.1351 2.5300e-
003

2.7500e-
003

0.0000

0.0000 0.3830 0.3830 3.0000e-
005

0.0000 0.38371.7000e-
004

1.7000e-
004

1.7000e-
004
Off-Road 3.6000e-
004

2.5300e-
003

2.7500e-
003

0.0000

0.0000 0.8936 0.8936 6.0000e-
005

0.0000 0.89523.3000e-
004

3.3000e-
004

3.3000e-
004
Total 0.3153 5.3400e-
003

6.3600e-
003

1.0000e-
005

0.0000 0.8936 0.8936 6.0000e-
005

0.0000 0.89523.3000e-
004

3.3000e-
004

3.3000e-
004
Off-Road 7.7000e-
004

5.3400e-
003

6.3600e-
003

1.0000e-
005

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 0.3145 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 0.2537 0.2537 1.0000e-
005

0.0000 0.25393.0000e-
004

0.0000 3.1000e-
004

8.0000e-
005

0.0000 8.0000e-
005
Total 1.4000e-
004

1.0000e-
004

1.0100e-
003

0.0000

0.0000 0.2537 0.2537 1.0000e-
005

0.0000 0.25393.0000e-
004

0.0000 3.1000e-
004

8.0000e-
005

0.0000 8.0000e-
005
Worker 1.4000e-
004

1.0000e-
004

1.0100e-
003

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.8936 0.8936 6.0000e-
005

0.0000 0.89523.3000e-
004

3.3000e-
004

3.3000e-
004
Total 0.3153 5.3400e-
003

6.3600e-
003

1.0000e-
005

0.0000 0.8936 0.8936 6.0000e-
005

0.0000 0.89523.3000e-
004

3.3000e-
004

3.3000e-
004
Off-Road 7.7000e-
004

5.3400e-
003

6.3600e-
003

1.0000e-
005

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 0.3145 ATTACHMENT 13

4.2 Trip Summary Information

0.0000487.0208487.0208 0.0199 0.0000487.51740.5331 3.5200e- 003

0.5367 0.1430 3.2800e-
003

0.1462Unmitigated 0.1205 0.7536 1.2177 5.2500e-
003

0.0000 487.0208 487.0208 0.0199 0.0000 487.51740.5331 3.5200e- 003

0.5367 0.1430 3.2800e-
003

0.1462Mitigated 0.1205 0.7536 1.2177 5.2500e-
003
NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile
ROG NOx CO SO2 Fugitive
PM10

0.0000 0.2537 0.2537 1.0000e-
005

0.0000 0.25393.0000e-
004

0.0000 3.1000e-
004

8.0000e-
005

0.0000 8.0000e-
005
Total 1.4000e-
004

1.0000e-
004

1.0100e-
003

0.0000

0.0000 0.2537 0.2537 1.0000e-
005

0.0000 0.25393.0000e-
004

0.0000 3.1000e-
004

8.0000e-
005

0.0000 8.0000e-
005
Worker 1.4000e-
004

1.0000e-
004

1.0100e-
003

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
ATTACHMENT 13

0.0000125.1508125.1508 0.0125 2.5900e-
003
126.23530.0000 0.0000 0.0000 0.0000Electricity
Mitigated
NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2

5.0 Energy Detail
Historical Energy Use: N

5.1 Mitigation Measures Energy
ROG NOx CO SO2 Fugitive
PM10

0.039066 0.003868 0.001518 0.004990 0.001015 0.000663

0.001015 0.000663
Strip Mall 0.623911 0.031449 0.164057 0.095380 0.013597 0.004624 0.015860

0.004624 0.015860 0.039066 0.003868 0.001518 0.004990Hotel 0.623911 0.031449 0.164057 0.095380 0.013597

0.039066 0.003868 0.001518 0.004990 0.001015 0.000663

SBUS MH
Enclosed Parking with Elevator 0.623911 0.031449 0.164057 0.095380 0.013597 0.004624 0.015860 LHD2 MHD HHD OBUS UBUS MCYLand Use LDA LDT1 LDT2 MDV LHD1

64.40 19.00 45 40 15

4.4 Fleet Mix

61.60 19.00 58 38 4
Strip Mall 9.50 7.30 7.30 16.60

0.00 0.00 0 0 0
Hotel 9.50 7.30 7.30 19.40
H-S or C-C H-O or C-NW Primary Diverted Pass-by
Enclosed Parking with Elevator 9.50 7.30 7.30 0.00

4.3 Trip Type Information
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-
W
Total 833.51 823.92 549.73 1,433,171 1,433,171
Strip Mall 214.87 203.80 99.07 302,990 302,990
Hotel 618.64 620.12 450.66 1,130,182 1,130,182
Annual VMT
Enclosed Parking with Elevator 0.00 0.00 0.00
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT
ATTACHMENT 13
184.9567184.95673.5500e-
003

3.3900e-
003
186.05580.0129 0.0129 0.0129 0.0129 0.0000

1.0000e-
005

0.8008
Total 0.0187 0.1699 0.1427 1.0200e-
003

6.0000e-
005

0.0000 0.7960 0.7960 2.0000e-
005

6.1000e-
004

0.0000 6.0000e-
005

6.0000e-
005
184.1606 184.1606 3.5300e-
003

3.3800e-
003
185.2550
Strip Mall 14916.8 8.0000e-
005

7.3000e-
004

0.0129 0.0129 0.0129 0.0129 0.0000

0.0000 0.0000
Hotel 3.45104e+
006

0.0186 0.1692 0.1421 1.0200e-
003

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 CO2e
Land Use kBTU/yr tons/yr MT/yr
Enclosed Parking
with Elevator
0 0.0000 0.0000
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2OSO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
NaturalGa
s Use
ROG NOx CO
184.9567 3.5500e-
003

3.3900e-
003
186.0558
Mitigated

0.0129 0.0129 0.0129 0.0000 184.9567

0.8008
Total 0.0187 0.1699 0.1427 1.0200e-
003

0.0129

6.0000e-
005

0.0000 0.7960 0.7960 2.0000e-
005

1.0000e-
005

0.0000 6.0000e-
005

6.0000e-
005

6.0000e-
005
184.1606 3.5300e-
003

3.3800e-
003
185.2550
Strip Mall 14916.8 8.0000e-
005

7.3000e-
004

6.1000e-
004

0.0129 0.0129 0.0129 0.0000 184.1606

0.0000
Hotel 3.45104e+
006

0.0186 0.1692 0.1421 1.0200e-
003

0.0129

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Enclosed Parking with Elevator
0 0.0000 0.0000 0.0000
NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2

5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10

0.0000 184.9567 184.9567 3.5500e-
003

3.3900e-
003
186.05580.0129 0.0129 0.0129 0.0129NaturalGas
Unmitigated

0.0187 0.1699 0.1427 1.0200e-
003

0.0000 184.9567 184.9567 3.5500e-
003

3.3900e-
003
186.05580.0129 0.0129 0.0129 0.0129NaturalGas
Mitigated

0.0187 0.1699 0.1427 1.0200e-
003

0.0000 125.1508 125.1508 0.0125 2.5900e-
003
126.23530.0000 0.0000 0.0000 0.0000Electricity
Unmitigated
ATTACHMENT 13

6.0 Area Detail

6.1 Mitigation Measures Area

8.9272
Total 125.15080.0125 2.5900e-
003
126.2353
Strip Mall 67282.9 8.8505 8.9000e-
004

1.8000e-
004

38.5647
Hotel 593476 78.0669 7.8100e-
003

1.6200e-
003

78.7434
Land Use kWh/yr t
o
n
MT/yr
Enclosed Parking
with Elevator
290656 38.2334 3.8200e-
003

7.9000e-
004
Mitigated
Electricity
Use
Total CO2 CH4 N2O CO2e

8.9272
Total 125.1508 0.0125 2.5900e-
003
126.2353
Strip Mall 67282.9 8.8505 8.9000e-
004

1.8000e-
004

38.5647
Hotel 593476 78.0669 7.8100e-
003

1.6200e-
003

78.7434
Land Use kWh/yr t
o
n
MT/yr
Enclosed Parking
with Elevator
290656 38.2334 3.8200e-
003

7.9000e-
004
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e

5.3 Energy by Land Use - Electricity
ATTACHMENT 13
Total CO2 CH4 N2O CO2ePM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2
Mitigated
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 3.6500e-
003

3.6500e-
003

1.0000e-
005

0.0000 3.8900e-
003

1.0000e-
005

1.0000e-
005
Total 0.3771 2.0000e-
005

1.8700e-
003

0.0000

0.0000 3.6500e-
003

3.6500e-
003

1.0000e-
005

0.0000 3.8900e-
003

1.0000e-
005

1.0000e-
005
Landscaping 1.7000e-
004

2.0000e-
005

1.8700e-
003

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products

0.3320

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating

0.0449
Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2

6.2 Area by SubCategory
Unmitigated
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10

0.0000 3.6500e-
003

3.6500e-
003

1.0000e-
005

0.0000 3.8900e-
003

1.0000e-
005

1.0000e-
005
Unmitigated 0.3771 2.0000e-
005

1.8700e-
003

0.0000

0.0000 3.6500e-
003

3.6500e-
003

1.0000e-
005

0.0000 3.8900e-
003

1.0000e-
005

1.0000e-
005
Mitigated 0.3771 2.0000e-
005

1.8700e-
003

0.0000
NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2ROG NOx CO SO2 Fugitive
PM10
ATTACHMENT 13

0.0000
Land Use Mgal t
o
n
MT/yr
Enclosed Parking
with Elevator
0 / 0 0.0000 0.0000 0.0000

7.2 Water by Land Use
Unmitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Unmitigated 2.7242 3.0400e-
003

1.8400e-
003

3.3492
Category t
o
n
MT/yr
Mitigated 2.7242 3.0400e-
003

1.8400e-
003

3.3492

7.0 Water Detail

7.1 Mitigation Measures Water
Total CO2 CH4 N2O CO2e

0.0000 3.6500e-
003

3.6500e-
003

1.0000e-
005

0.0000 3.8900e-
003

1.0000e-
005

1.0000e-
005
Total 0.3771 2.0000e-
005

1.8700e-
003

0.0000

0.0000 3.6500e-
003

3.6500e-
003

1.0000e-
005

0.0000 3.8900e-
003

1.0000e-
005

1.0000e-
005
Landscaping 1.7000e-
004

2.0000e-
005

1.8700e-
003

0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products

0.3320

0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating

0.0449
SubCategory tons/yr MT/yr
ATTACHMENT 13
t
o
n
MT/yr
Mitigated 9.5649 0.5653 0.0000 23.6967

8.0 Waste Detail

8.1 Mitigation Measures Waste
Category/Year
Total CO2 CH4 N2O CO2e

0.7530
Total 2.7242 3.0400e-
003

1.8400e-
003

3.3492
Strip Mall 0.465916 /

0.285562

0.6279 6.1000e-
004

3.7000e-
004

0.0000
Hotel 1.87714 /

0.208571

2.0963 2.4300e-
003

1.4700e-
003

2.5962
Land Use Mgal t
o
n
MT/yr
Enclosed Parking
with Elevator
0 / 0 0.0000 0.0000 0.0000
Mitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e

0.7530
Total 2.7242 3.0400e-
003

1.8400e-
003

3.3492
Strip Mall 0.465916 /

0.285562

0.6279 6.1000e-
004

3.7000e-
004
Hotel 1.87714 /

0.208571

2.0963 2.4300e-
003

1.4700e-
003

2.5962
ATTACHMENT 13

9.0 Operational Offroad

3.3192
Total 9.5649 0.5653 0.0000 23.6967
Strip Mall 6.6 1.3397 0.0792 0.0000

0.0000
Hotel 40.52 8.2252 0.4861 0.0000 20.3776
Land Use tons t
o
n
MT/yr
Enclosed Parking
with Elevator
0 0.0000 0.0000 0.0000
Mitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e

3.3192
Total 9.5649 0.5653 0.0000 23.6967
Strip Mall 6.6 1.3397 0.0792 0.0000

0.0000
Hotel 40.52 8.2252 0.4861 0.0000 20.3776
Land Use tons t
o
n
MT/yr
Enclosed Parking
with Elevator
0 0.0000 0.0000 0.0000

8.2 Waste by Land Use
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Unmitigated 9.5649 0.5653 0.0000 23.6967
ATTACHMENT 13
User Defined Equipment
Equipment Type Number

11.0 Vegetation
Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type Load Factor Fuel Type

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Equipment Type Number Hours/Day Days/Year Horse Power
ATTACHMENT 13
Attachment 3: Construction Health Risk Calculations

First and Oxbow Hotel, Napa, CA
DPM Construction Emissions and Modeling Emission Rates - Unmitigated DPM
Modeled E mission
Construction DPM Area DPM E missions Area Rate
Ye ar Activity (ton/year) Source (lb /yr) (lb /hr) (g/s) (m2) (g/s/m2) 2020-2021 Const-Area 1 0.0672 CON1_DPM 134.4 0.04092 5.16E-03 2,066 2.50E-06 Const-Area 2 0.0580 CON2_DPM 116.0 0.03533 4.45E-03 1,784 2.50E-06

0.1252 3,850
Total 0.1252 250 0.0762 0.0096
hr/day = 9 (7am - 4p m)
days/yr = 365
hours/year = 3285

PM2.5 Fugitive Dust Construction Emissions for Modeling - Unmitigated PM2.5
Modeled E mission
Construction Area PM 2.5 E missions Area Rate
Ye ar Activity Source (ton/year) (lb /yr) (lb /hr) (g/s) (m2) g/s/m2 2020-2021 Const-Area 1 CON1_FUG 0.0067 13.4 0.00409 5.15E-04 2,066 2.49E-07 Const-Area 2 CON2_FUG 0.0058 11.6 0.00353 4.45E-04 1,784 2.49E-07

0.0125 3,850
Total 0.0125 25.0 0.0076 0.0010
hr/day = 9 (7am - 4p m)
days/yr = 365
hours/year = 3285

ATTACHMENT 13
DPM Construction Emissions and Modeling Emission Rates - With Mitigation DPM
Modeled E mission
Construction DPM Area DPM E missions Area Rate
Ye ar Activity (ton/year) Source (lb /yr) (lb /hr) (g/s) (m2) (g/s/m2) 2020-2021 Const-Area 1 0.0086 CON1_DPM 17.1 0.00521 6.57E-04 2,066 3.18E-07 Const-Area 2 0.0074 CON2_DPM 14.8 0.00450 5.67E-04 1,784 3.18E-07

0.0160 3,850
Total 0.0160 32 0.0097 0.0012
hr/day = 9 (7am - 4p m)
days/yr = 365
hours/year = 3285

PM2.5 Fugitive Dust Construction Emissions for Modeling - With Mitigation PM2.5
Modeled E mission
Construction Area PM 2.5 E missions Area Rate
Ye ar Activity Source (ton/year) (lb /yr) (lb /hr) (g/s) (m2) g/s/m2 2020-2021 Const-Area 1 CON1_FUG 0.0023 4.6 0.00141 1.77E-04 2,066 8.59E-08 Const-Area 2 CON2_FUG 0.0020 4.0 0.00122 1.53E-04 1,784 8.59E-08

0.0043 3,850
Total 0.0043 8.6 0.0026 0.0003
hr/day = 9 (7am - 4p m)
days/yr = 365
hours/year = 3285

ATTACHMENT 13
First and Oxbow Hotel, Napa, CA - Construction Health Impact Summary Maximum Impacts at MEI Location - Unmitigate d
Maximum Concentrations Maximum
Exhaust Fugitiv e Cancer Risk Hazard Annual PM2.5
E missions PM10/DPM PM2 .5 (p er million) Index Concentration Ye ar (μg/m3) (μg/m3) Infant/Child Adul t (-) (μg/m3)
2020-2021 0.3465 0.1200 61.6 1.0 0.069 0.47
Maximum Impacts at MEI Location - With Mitigation
Maximum Concentrations Maximum
Exhaust Fugitiv e Cancer Risk Hazard Annual PM2.5
E missions PM10/DPM PM2 .5 (p er million) Index Concentration Ye ar (μg/m3) (μg/m3) Infant/Child Adul t (-) (μg/m3)
2020-2021 0.0441 0.0414 7.8 0.1 0.009 0.09

ATTACHMENT 13
First and Oxbow Hotel, Napa, CA - Construction Impacts - Without Mitigation Maximum DPM Cancer Risk and PM2.5 Calculations From Construction Impacts at Off-Site MEI Location - 1.5 meter receptor height Cancer Ris k (per million) = CPF x In h a la t io n Do s e x A SF x ED/ A T x FA H x 1.0E6 Where: CPF = Cancer potency factor (m g/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Ex posure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of tim e spent at hom e (unitless)
Inhalation Dose = Cair x DBR x A x (EF/ 365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Ex posure frequency (days/year)
10-6 = Conversion factor
Values
Infant/Child Adul t
Age --> 3rd Trimester 0 - 2 2 - 9 2 - 16 16 - 30
Parameter
ASF = 10 10 3 3 1
CPF = 1.10E+00 1.10E+00 1.10E+00 1.10E+00 1.10E+00
DBR* = 361 1090 631 572 261
A = 1 1 1 1 1
EF = 350 350 350 350 350
AT = 70 70 70 70 70
FAH = 1.00 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cance r Risk by Ye ar - Maximum Impact Re ce ptor Location Infant/Child - Exposure Information Infant/Child Adult - Exposure Information Adul t Exposure Age Cancer Modeled Age Cancer Maximum
Exposure Duration DPM Conc (ug/m3) Sensitiv ity Risk DPM Conc (ug/m3) Sensitiv ity Risk Fugitiv e Total Ye ar (years) Age Ye ar Annual Factor (p er million) Ye ar Annual Factor (p er million) PM2 .5 PM2 .5 0 0.25 -0.25 - 0* 2020-2021 0.3465 10 4.71 2020-2021 0.3465 - - 1 1 0 - 1 2020-2021 0.3465 10 56.91 2020-2021 0.3465 1 0.99 0.1200 0.466 2 1 1 - 2 10 0.00 1 0.00
3 1 2 - 3 3 0.00 1 0.00
4 1 3 - 4 3 0.00 1 0.00
5 1 4 - 5 3 0.00 1 0.00
6 1 5 - 6 3 0.00 1 0.00
7 1 6 - 7 3 0.00 1 0.00
8 1 7 - 8 3 0.00 1 0.00
9 1 8 - 9 3 0.00 1 0.00
10 1 9 - 10 3 0.00 1 0.00
11 1 10 - 11 3 0.00 1 0.00
12 1 11 - 12 3 0.00 1 0.00
13 1 12 - 13 3 0.00 1 0.00
14 1 13 - 14 3 0.00 1 0.00
15 1 14 - 15 3 0.00 1 0.00
16 1 15 - 16 3 0.00 1 0.00
17 1 16-17 1 0.00 1 0.00
18 1 17-18 1 0.00 1 0.00
19 1 18-19 1 0.00 1 0.00
20 1 19-20 1 0.00 1 0.00
21 1 20-21 1 0.00 1 0.00
22 1 21-22 1 0.00 1 0.00
23 1 22-23 1 0.00 1 0.00
24 1 23-24 1 0.00 1 0.00
25 1 24-25 1 0.00 1 0.00
26 1 25-26 1 0.00 1 0.00
27 1 26-27 1 0.00 1 0.00
28 1 27-28 1 0.00 1 0.00
29 1 28-29 1 0.00 1 0.00
30 1 29-30 1 0.00 1 0.00
Total Increased Cancer Risk 61.6 0.99
* Third trimester of pregnancy
ATTACHMENT 13
First and Oxbow Hotel, Napa, CA - Construction Impacts - With Mitigation Maximum DPM Cancer Risk and PM2.5 Calculations From Construction Impacts at Off-Site MEI Location - 1.5 meter receptor height Cancer Ris k (per million) = CPF x In h a la t io n Do s e x A SF x ED/ A T x FA H x 1.0E6 Where: CPF = Cancer potency factor (m g/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Ex posure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of tim e spent at hom e (unitless)
Inhalation Dose = Cair x DBR x A x (EF/ 365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Ex posure frequency (days/year)
10-6 = Conversion factor
Values
Infant/Child Adul t
Age --> 3rd Trimester 0 - 2 2 - 9 2 - 16 16 - 30
Parameter
ASF = 10 10 3 3 1
CPF = 1.10E+00 1.10E+00 1.10E+00 1.10E+00 1.10E+00
DBR* = 361 1090 631 572 261
A = 1 1 1 1 1
EF = 350 350 350 350 350
AT = 70 70 70 70 70
FAH = 1.00 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cance r Risk by Ye ar - Maximum Impact Re ce ptor Location Infant/Child - Exposure InformationInfant/Child Adult - Exposure Information Adul t Exposure Age Cancer Modeled Age Cancer Maximum
Exposure Duration DPM Conc (ug/m3)Sensitiv ityRisk DPM Conc (ug/m3) Sensitiv ity Risk Fugitiv e Total Ye ar (years) Age Ye ar Annual Factor (p er million) Ye ar Annual Factor (p er million) PM2 .5 PM2 .5 0 0.25 -0.25 - 0* 2020-2021 0.0441 10 0.60 2020-2021 0.0441 - - 1 1 0 - 1 2020-2021 0.0441 10 7.24 2020-2021 0.0441 1 0.13 0.0414 0.0854 2 1 1 - 2 10 0.00 1 0.00
3 1 2 - 3 3 0.00 1 0.00
4 1 3 - 4 3 0.00 1 0.00
5 1 4 - 5 3 0.00 1 0.00
6 1 5 - 6 3 0.00 1 0.00
7 1 6 - 7 3 0.00 1 0.00
8 1 7 - 8 3 0.00 1 0.00
9 1 8 - 9 3 0.00 1 0.00
10 1 9 - 10 3 0.00 1 0.00
11 1 10 - 11 3 0.00 1 0.00
12 1 11 - 12 3 0.00 1 0.00
13 1 12 - 13 3 0.00 1 0.00
14 1 13 - 14 3 0.00 1 0.00
15 1 14 - 15 3 0.00 1 0.00
16 1 15 - 16 3 0.00 1 0.00
17 1 16-17 1 0.00 1 0.00
18 1 17-18 1 0.00 1 0.00
19 1 18-19 1 0.00 1 0.00
20 1 19-20 1 0.00 1 0.00
21 1 20-21 1 0.00 1 0.00
22 1 21-22 1 0.00 1 0.00
23 1 22-23 1 0.00 1 0.00
24 1 23-24 1 0.00 1 0.00
25 1 24-25 1 0.00 1 0.00
26 1 25-26 1 0.00 1 0.00
27 1 26-27 1 0.00 1 0.00
28 1 27-28 1 0.00 1 0.00
29 1 28-29 1 0.00 1 0.00
30 1 29-30 1 0.00 1 0.00
Total Increased Cancer Risk 7.8 0.13
* Third trimester of pregnancy
ATTACHMENT 13
Attachment 4: Screening Community Risk Calculations

ATTACHMENT 13
Bay Area Air Quality Management District
Roadway Screening Analysis Calculator
County specific tables containing estimates of risk and hazard impacts from roadways in the Bay Area. • Roadway Direction: Select the orientation that best matches the roadway. If the roadway orientation is neither clearly north-south nor east-west, use the highest values predicted from either orientation. • Annual Average Daily Traffic (ADT): Enter the annual average daily traffic on the roadway. These data may be collected from the city or the county (if the area is unincorporated).

Notes and References listed below the Search Boxes
Search Parameters Results
County Napa County
Roadway Direction NORTH-SOUTH DIRECTIONAL ROADWAY
Side of the Roadway PM2.5 annual average
Distance from Roadway 400 feet (μg/m3)
Cancer Risk
19,055 (per million) 1.07
. (per million)
Cumulative plus project volumes from traffic report
Data for Napa County based on meteorological data collected from Napa Sewage Treatment Plant in 2005 Notes and References:

1. Emissions were developed using EMFAC2011 for fleet mix in 2014 assuming 10,000 AADT and includes impacts from diesel and gasoline vehicle exhaust, brake and tire wear, and resuspended dust.

2. Roadways were modeled using CALINE4 Cal3qhcr air dispersion model assuming a source length of one kilometer. Meteorological data used to estimate the screening values are noted at the bottom of the “Results” box.

3. Cancer risks were estimated for 70 year lifetime exposure starting in 2014 that includes sensitivity values for early life exposures and OEHHA toxicity values adopted in 2013.

Adjusted for 2015 OEHHA
and EMFAC2014 for 2018
Soscol Avenue, MEI
INSTRUCTIONS:

Annual Average Daily
Traffic (ADT) 1.56

0.040
Input the site-specific characteristics of your project by using the drop down menu in the “Search Parameter” box. We recommend that this analysis be used for roadways with 10,000 AADT and above.
• County: Select the County where the project is located. The calculator is only applicable for projects within the nine Bay Area counties. • Side of the Roadway: Identify on which side of the roadway the project is located. • Distance from Roadway: Enter the distance in feet from the nearest edge of the roadway to the project site. The calculator estimates values for distances greater than 10 feet and less than 1000 feet. For distances greater than 1000 feet, the user can choose to extrapolate values using a distribution curve or apply 1000 feet values for greater distances.

When the user has completed the data entries, the screening level PM2.5 annual average concentration and the cancer risk results will appear in the Results Box on the right. Please note that the roadway tool is not applicable for California State Highways and the District refers the user to the Highway Screening Analysis Tool at: http://www.baaqmd.gov/Divisions/Planning-and-Research/CEQA-GUIDELINES/Tools-and-Methodology.aspx.

Note that EMFAC2014 predicts DSL PM2.5 aggragate rates in 2018 that are 46% of EMFAC2011 for 2014. TOG gasoline
rates are 56% of EMFAC2011 year 2014 rates. This is for light- and medium-duty vehciles traveling at 30 mph for Bay Area
ATTACHMENT 13
120A Linden Street | Oakland, CA 94607
510.622.8110 | 510.622.8116 fax 1 [email protected] | www.zentner.com

February 8, 2018

Jeremy Sill
RSA+
1515 Fourth Street
Napa, CA 94559

RE: First and Oxbow Project; Napa, California
Assessment of Riparian Area

Dear Mr. Sill:

At your request, I reviewed the above referenced project site and the riparian zone adjacent to the Napa River on February 6, 2018. I was also provided a report entitled “Riparian Area Assessment: Parcels 003-235- 003, 006, 007; 1 st St. and Soscol Ave., Napa CA” by Phill Blake of your office.

After reviewing the site and the report, I concur with the report’s conclusions and the mapping of the riparian zone. The riparian zone within the project site is dominated by live oak (Quercus agrifolia), willow ( Salix sp.) and cottonwood ( Populus fremontii) and also contains non-native acacia (Acacia melanoxyon). The understory of the riparian zone is dominated by non-native smilo grass (Piptatherum miliaceum).

The riparian vegetation is associated with trees along the bank slope and the hinge at the top of the slope and extends to the edge of these trees and their canopy. The large live oak on the project site, however, is located with in the area of fill soils in the uplands outside of this zone.

This fill area appears to have once supported a structure and there are a number of trees associated with the upland fill area that are well outside of the riparian zone as well. The canopy of this large live oak is direc tly adjacent to the riparian ca nopy, but does not overlap it ( See Photo 1). However, even if it did, the riparian zone as mapped is consistent with the width of the band of riparian vegetation along the north side of the Napa River in this area. This riparian

ATTACHMENT 13
120A Linden Street | Oakland, CA 94607
510.622.8110 | 510.622.8116 fax 2 [email protected] | www.zentner.com zone, as noted, is equivalent to the vegetation along the bank from the toe to the hinge and their canopies.

Photo 1: View of the riparian zone vegetation with its limits near the top of the bank of the Napa River on the right-hand side of the photo and the large live oak (Quercus agrifolia) on the left-hand side of the photo within the area of upland fill and outside of the riparian zone. Note that the canopies of the large live oak and the riparian vegetation at the top of the bank do not overlap. February 6, 2018

Further, the large live oak also does not appear to be in the same age class as the existing live oaks and other trees that are associated with the riparian zone of this section of the Napa River.

In short, the riparian zone in the report appears to be mapped correctly and the remaining trees on the property, including the large live oak, are all outside of the riparian zone.

ATTACHMENT 13
120A Linden Street | Oakland, CA 94607
510.622.8110 | 510.622.8116 fax 3 [email protected] | www.zentner.com

Please let me know if you have any questions in regards to our evaluation of the riparian zone on the project site.

Sincerely,

Sean Micallef
Partner-Chief Ecologist

Enclosure

CC: Phill Blake, RSA

Napa Riparian Evaluation 2-8-18

ATTACHMENT 13

446 17th Street #302 Oakland 94612
510 418 0285 [email protected]
September 28, 2016 – DRAFT

731 First Street & 718 Water Street, Napa
Historical and Historic Project Evaluation

Introduction
The purpose of this documentation is to summarize historic resource status of the subject properties and to evaluate a currently proposed project with respect to applicable historic rehabilitation standards. The subject properties are located on the block bound by First Street (north), Water Street (south), McKinstry Street (east), and Soscol Avenue (west), yet which is further subdivided into east and west portions by nort h-south running railroad tracks. The portion east of the tracks houses the subject buildings and their parcels, with 731 Water Street on lot 6 and 718 Wate r Street on lot 6 of block 3241 (figs.1 -3).

The buildings at 731 First St. and 718 Water St. have been previously identified by the City of Napa as Local Landmarks (LLM s). The two buildings were also previously identified by the City as a Neighborhood Conservation Property (NCR) . Both such listings require Certificates of Appropriateness (CofA) for any substantial construction visible from a public way; substantial alteration or addition visible from a public way; and demolition of a building or structure. Thus, the current effort was requested and aims to provide requisite historic resource evaluation of the buildings and of a related, proposed project.

Summary Histories and Descriptions
731 First Street (figs.4-8)
The 731 First St. property houses a 1 to 1-1/2 story commercial building (figs.1-2) that was a residence from its origins c1880 until the 1970s. Based on news archives, the last identified residential occupant was in 1972 (Napa Register, Sept. 4, 1972). Likewise, record of the first commercial occupant was in 1982 ( Napa Register, Sept. 22, 1982). In both cases, the uses were evidently somewhat later and earlier, respectively, so at this juncture it appears that the former house was converted to commercial use c1980. The commercial uses under several business names and owners were all clothes cleaning and sewing from c1980 to c2015. As noted, the building is presently vacant. (No specific records have been searched to identify specific alterations , as the primary circumstances surrounding the subject building are plainly evident .) In 1950, as depicted in a Sanborn map, the house was a small residence consisting of a main north - south structure with a n east side gabled wing, a covered porch across the overall front, and a covered rear porch behind the east side. That same building plan was also defined in the 1902 Sanborn, so there was no recorded change during that half -century. Those clearly discernible building parts remain at approximately the front (north) half of the existing building, with the exception of the original/early rear porch, the form of which partially remains yet ha s otherwise been subsumed by rear additions (figs.2-5). Those rear additions comprise some 1/2 of the overall building and which added almost windowless commercial space, so are understood to date from the building’s commercial period (figs.6-8). The building site has also been substantially altered by the surrounding concrete retaining walls and steps at the front (north) sidewalk, another sloping retaining wall along the east driveway, but especially by the large concrete ramp structure that has been added at the west side. The steel railing assemblies at each of those concrete site structures also impose on and are incongruous with the older building and its setting.

ATTACHMENT 13
731 FIRST/718 WATER, NAPA
MHPA – EVAL – 092817 – P2 – DRAFT
Other elemental building alterations are evident. Specifically, replacement doors and windows – to the extent that no original or early doors or windows remain – along with modifications of the wood siding and wood trim work at walls and roof eaves. New concrete foundations are also evident at the bottom of the exterior walls, at which time the brick deck at the front porch would have been added.

Consequently, the remaining and potentially historic structure is limited to the single -story, front and east side gabled-roof building forms along with its covered front porch – the posts of which are most likely the only original or early design elements that remain – and the general clapboard -sided and flat wood-trimmed character of those original/early building exteriors.

With respect to its architectural design, the building’s identified historic significance is as a Folk (i.e., vernacular) Victorian style cottage dating from the 1880s. It stands in a grouping of properties, a number of which have similar working class backgrounds. However, per a recent evaluation, there is no potential historic grouping or district (“Oxbow District” DPR form 523D, Feb.2011) . So the subject building’s historical merits are individual.

In sum, the character-defining features of the building 731 First St. include:
• The single-story, front and east si de gabled-roof building forms; • The covered front porch with its wood porch posts and low -hipped roof; • The pattern of door and window openings at the front (north) elevation; • Clapboard-siding and flat wood -trim work of the original/early building exteriors. 718 Water Street (figs.9-11)
The small house at 718 Water Street stands in the southwestern corner of its large parcel (lot 3), which it shares with another residential building in the lot ’s northeastern corner, facing First Street (711 First St.).

Per the City of Napa ’s Historic Resources Inventory, updated Ja nuary 2016, 718 W ater Street is an identified Landmark (LLM). It is therein also identified as dating to 1900. However, the house can be seen in the 1891 Sanborn map so is evidently a c1890 house , or earlier. Based on census records and news clippings, the building has always been a single -family residence, variously owned and rented.

Architecturally, it is a Worker’s Cottage, without stylistic or decorative architectural characteristics.

The house is a rectangular plan, one-story wood frame structure, raised up over a crawl space and with a front-gabled roof. The exterior walls are wood-board sided (‘drop’ or ‘rustic’ pattern) with flat trims. A front, covered porch below a shed roof serves as the entry way and the rear has an enclosed shed roofed addition. Windows are double -hung units with flat wood exterior trim and projecting sills. The sloped roofs are composition shingle. A plain masonry chimney extends through the roof at the approximate center of the building.

A range of exterior alterations are evident. All windows and doors have been replaced or added .

Originally, the house was not rectan gular, it was L shaped, the southeast front corner of which was infilled sometime post-1950. The front porch has been partially if not wholly replaced, its raiings and steps evidently so. Its foundations and the wood board apron enclosing the crawl space also appear to be recent. The roofing and roof drainage assemblies are recent. And the rear, shed-roof addition was an early change to the house.

Overall, while this small house is intact, its architectural features are very minimal and basic, its architectural character limited to its identification as a vernacular worker ’s cottage.

ATTACHMENT 13
731 FIRST/718 WATER, NAPA
MHPA – EVAL – 092817 – P3 – DRAFT
Nonetheless, as noted, the house at 718 Water Street is an identified City of Napa Landmark, though its “LLM” status isn’t clear. Its most recent evaluation was in 2011 as part of the evaluation of a potential Oxbow District, yet which was then determined to be ineligible for listing. Under that evaluation, an adjacent residence at 731 First Street was identified as one of two potential individually eligible buildings (along with 906 McKinstry). Both were also identified in the 2016 HRI as LLMs. Curiously, in the Oxbow District evaluation, 718 Water Street was not identified as individually eligible resource, and yet it was subsequently listed as a LLM. Thus, for the purpose of this evaluation, the residence at 718 Water Street is assumed to be an LLM as well as a Neighborhood Conservation Property (NCP) which, per the City, does not measure or identify historic significance but is assigned for the purpose of neighborhood planning. Further, the HRI score assigned to 718 Water Street is a 3, which is the lowest score in the City’s historical rating system. (It should also be noted that the Oxbow District record identifies 718 Water Street as dating to 1870).

In sum and for the purposes of rehabilitation planning, the characteristics of the subject historic residence that are character -defining are:
• Original L-shaped form under a front -gabled roof;
• Shed-roofed front porch and entry door opening;
• Window openings with wood trims and sills (in original building); • Wood, drop-sided exterior walls (on original building). 743 First Street
A third property/building is also included in the 2016 HRI, 743 First Street, and which has likewise been identified as a LLM. However, there is simply no existing building at 743 First Street.

Preliminary Project Evaluation
A project is being proposed for the subject block, inclusive of the two subject sites – 731 First and 718 Water. That proposed hotel and housing project will displace the extant structures on these parcels, including these two buildings, both of which are presently identified as LLMs .

From an historic resource perspective, under the California Environmental Quality Act ( CEQA), local jurisdictions must determine the impact of discretionary projects on identified historic resources and to determine if a given project would result in the material impairment of identified historic resources Under CEQA, the significance of an historic resource is considered to be “materially impaired” when a project demolishes or materially alters the physical characteristics that justify the determination of a historic resource’s significance (CEQA Guidelines §15064.5(b)).

In this case, since the project proposes removal of the two LLMs, the determination of effect is not equivocal: the proposed project would result in the material impairment to both of these buildings and as a direct consequence of their removal.

However, there is a potential option to this detrimental determination and outcome. As the two subject buildings have been collectively evaluated with a determination that they are not part of any collection of resources, nor are their specific sites relevant to their identified significance, the character-defining forms and features of these two buildings may be relocated to an appropriate receiver site or sites and, in so doing, effectively retain and rehabilitate them. To do so, all identified character-defining portions of each of the structures would require relocation to a site or sites within the vicinity (for example, within the Oxbow or, perhaps preferably, East Napa districts). And each building should retain a street -ward orientation similar to the existing. The buildings would then ATTACHMENT 13
731 FIRST/718 WATER, NAPA
MHPA – EVAL – 092817 – P4 – DRAFT
require rehabilitation meeting the Standards for Rehabilitation , including any proposed exterior alterations and additions. Reuse as residential structures would be preferred but not obligatory so long as the proposed reuse again meets the Rehabilitation Standards.

Signed:

Mark Hulbert
Preservation Architect

attached: professional qualifications (p. 4); figs.1-11 (pp.5-9)

PROFESSIONAL QUALIFICATIONS
With more than thirty years as a professional historical consultant, preservation planner, historical architect and architect, the author’s experience includes numerous historic architectural, historic resource and project evaluations, along with extensive preservation and rehabilitation consultation work throughout the San Francisco Bay Area. With a practice long centered in the East Bay, the author also has extensive historic resource consultation experience in Berkeley.

The author exceeds the Secretary of the Interior’s Standards for Professional Qualifications for historical architecture and architecture; is listed by the State of California Historical Resources Information System (CHRIS) as a qualified historical architect and historic preservation con sultant; holds a Certificate in Architectural Conservation from UNESCO's International Centre for the Preservation and Restoration of Cultural Property (ICCROM) in Rome, Italy; and has held a license to practice architecture in California since 1989.

ATTACHMENT 13
731 FIRST/718 WATER, NAPA
MHPA – EVAL – 092817 – P5 – DRAFT

Fig.1 – 731 First St. (red arrow) & 718 Water St. (yellow arrow) - Location aerial (googlemaps, north is up)

Fig.2 – 731 First St. (red arrow) & 718 Water St. (yellow arrow) – Aerial view, (googleearth, north is up) NAPA
RIVER

DOWNTOWN
NAPA

NAPA
RIVER
ATTACHMENT 13
731 FIRST/718 WATER, NAPA
MHPA – EVAL – 092817 – P6 – DRAFT

Fig.3 – 731 First St. & 718 Water St. showing extent of historic structures ( from 1949 Sanborn map )

Fig.4 – 731 First St. – Front (north, right) and partial east (left) side EIGHTH ST.

SEVENTH ST.

ORIGINAL/EARLY RESIDENCE S

NON-HISTORIC ADDITIONS
ATTACHMENT 13
731 FIRST/718 WATER, NAPA
MHPA – EVAL – 092817 – P7 – DRAFT

Fig.5 – 731 First St. – Front (north, at left) and west (right) side

Fig.6 – 731 First St. –West (right) side
ATTACHMENT 13
731 FIRST/718 WATER, NAPA
MHPA – EVAL – 092817 – P8 – DRAFT

Fig.7 – 731 First St. – Rear (south)

Fig.8 – 731 First St. – East (right) side yard

Fig.9 – 718 Water St. – Front (south, at right) and west side ATTACHMENT 13
731 FIRST/718 WATER, NAPA
MHPA – EVAL – 092817 – P9 – DRAFT

Fig.10 – 718 Water St. – Front and East side

Fig.11 – 718 Water St. – Rear and west side (from 731 First Street site)

ATTACHMENT 13

PRELIMINARY GEOTECHNICAL INVESTIGATION

FIRST AND OXBOW GATEWAY PROJECT
1ST STREET AND MCKINSTRY STREET

NAPA, CALIFORNIA
November 13, 2018
Project 2275.001
Prepared for:

Foxbow Development, LLC
c/o Jeremy Sill
485 Technology Way
Napa, California 94558

CERTIFICATION
This document is an instrument of service, prepared by or under the direction of the undersigned professionals, in accordance with the current ordinary standard of care. The service specifically excludes the investigation of radon, asbestos, toxic mold, other biological pollutants and hazardous materials. The document is for the sole use of the client and consultants on this project. Use by third parties or others is expressly prohibited without written permission. If the project changes, or more than two years have passed since issuance of this report, the findings and recommendations must be reviewed by the undersigned.

MILLER PACIFIC ENGINEERING GROUP REVIEWED BY
(a California corporation)
Monica Thornton Michael Morisoli
Staff Engineer II Geotechnical Engineer No. 2541
(Expires 12/31/18)
ATTACHMENT 13

PRELIMINARY GEOTECHNICAL INVESTIGATION

FIRST AND OXBOW GATEWAY PROJECT
1ST STREET AND MCKINSTRY STREET

NAPA, CALIFORNIA

TABLE OF CONTENTS

1.0 INTRODUCTION ..................................................................................................................1

2.0 PROJECT DESCRIPTION ...................................................................................................1

3.0 SITE CONDITIONS ..............................................................................................................2

3.1 Regional Geology .....................................................................................................2

3.2 Local Topography and Geology ...............................................................................2

3.3 Surface Conditions ...................................................................................................3

3.4 Reference Soil Data .................................................................................................3

3.5 Subsurface Conditions .............................................................................................3

3.6 Groundwater .............................................................................................................3

4.0 GEOLOGIC HAZARDS EVALUATION ................................................................................3

4.1 General .....................................................................................................................3

4.2 Fault Surface Rupture ..............................................................................................4

4.3 Seismic Shaking .......................................................................................................4

4.4. Liquefaction Potential and Related Impacts .............................................................6

4.5 Seismically Induced Ground Settlement ...................................................................7

4.6 Lurching and Ground Cracking ................................................................................7

4.7 Erosion .....................................................................................................................8

4.8 Seiche and Tsunami .................................................................................................8

4.9 Flooding ....................................................................................................................8

4.10 Expansive Soil ..........................................................................................................8

4.11 Settlement/Subsidence .............................................................................................9

4.12 Slope Stability/Landslides .........................................................................................9

4.13 Bouyancy…………………………………………………………………………………. 9

5.0 CONCLUSIONS AND PRELIMINARY RECOMMENDATIONS .........................................10

5.1 Conclusion ..............................................................................................................10

5.2 Liquefaction and Lateral Spreading Remediation ...................................................10

5.3 Dewatering/Site Grading/Foundation Design Recommendations ..........................11

5.4 Other Construction Notes ….............................................................................. 11 ATTACHMENT 13

6.0 ADDITIONAL GEOTECHNICAL SERVICES .....................................................................12

7.0 LIST OF REFERENCES ....................................................................................................13

FIGURES
Site Location Map Figure 1
Site Plan 2
Reference Boring Locations 3
Regional Geology Map 4
Active Fault Map 5
Liquefaction Susceptibility Map 6
FEMA Flood Map 7
APPENDIX A; REFERENCE BORING LOGS AND LABORATORY TEST DATA ATTACHMENT 13

PRELIMINARY GEOTECHNICAL INVESTIGATION

FIRST AND OXBOW GATEWAY PROJECT
1ST STREET AND MCKINSTRY STREET

NAPA, CALIFORNIA

1.0 INTRODUCTION
This report summarizes the results of our Preliminary Geotechnical Investigation for the proposed “First and Oxbow Gateway Project” at the south corner of 1st and McKinstry Streets in eastern Napa, California. A Site Location Map is presented on Figure 1. The purpose of our report is to identify and address potential geotechnical and geologic issues at the project site , offer our opinion on project feasibi lity, prepare preliminary geotechnical design recommendations and summarize our findings in this report for use in planning, permitting and preliminary design of the project.

Our scope of services is described in our proposal letter dated February 12, 20 16 and includes several phases to match project development. We prepared a previous preliminary report dated April 29, 2016 for a similar project without underground parking and this report is based on a revised project with below -grade parking. This repo rt also completes the first phase of our services, including the following:

1. Review of readily available geologic reference information to describe geologic setting and local geologic conditions, including select data from the Napa Flood Control Project, First Street Bridge Replacement and the Copia Building.

2. A site reconnaissance to observe surface conditions.

3. An evaluation of geologic hazards that could affect the site and preliminary recommendations to mitigate identified hazards.

4. Description of other geotechnical constraints that should be addressed during project design and preliminary recommendations for probable foundation types.

5. Preparation of this report with a summary of geologic hazards and preliminary geotechnical recommendations for design and construction.

2.0 PROJECT DESCRIPTION
The project site is located in the western portion of the “Oxbow” of the Napa River, just east of downtown Napa as shown on Figure 1, Site Location Map, and Figure 2, Site Plan. Although still under consideration, t he development will likely include a two-building, mixed-use commercial project. Each building will include two levels of underground parking, ground level hotel and commercial space and two additional floors of hotel rooms. The new buildings are planned on either side of the existing railroad tracks.

Building structural type is unknown at this time, but we anticipate reinforced concrete for the below-grade parking. Concrete, wood or steel-framing are all potential “above-ground” building materials and these will result in moderate to heavy foundation loads. A concept of the currently- proposed building is shown on Figures 2 and 3.

ATTACHMENT 13

3.0 SITE CONDITIONS

3.1 Regional Geology
The site is located within the Coast Ranges Geomorphic Province of California. Topographically, the Province is characterized by northwest-southeast trending mountain ranges of moderate relief, with intervening deep canyons, or narrow stream valleys. The province is known for its active seismicity, high rainfall, and susceptibility to erosion and landslide development in steep terrain.

Within the Province there are occasional larger, alluvium -filled, basin-shaped valleys. These include the Santa Rosa Plain and Sonoma, Bennett, Napa , and Knights Valleys. Most of these valleys are associated with known or suspected active faults and have formed in part by past fault displacement and crustal folding.

The Franciscan Complex is the baserock of the Province and it consists of a diverse assemblage of rock units, including sandstone, sha le, greenstone (altered, submarine volcanic rocks), chert, and lesser amounts of conglomerate and metamorphic rocks. The Franciscan was deposited during the Jurassic-Cretaceous Period (65-190 million years ago) (Huffman & Armstrong, 1980).

Of these rock types, the most prevalent is graywacke sandstone, which is massively bedded and has occasional shale interbeds. Masses of serpentinite of various dimensions are locally present.

The serpentinite has been intruded and faulted into the Complex during long and ongoing tectonic processes.

Overlying much of the Franciscan rock in Napa County are the Sonoma Volcanics. This rock sequence is the result of volcanism in the Pliocene Epoch (1.6 to 5 million years ago) that extends from Mt. St. Helena in the north to Vallejo in the south (Wagner & Bortugno, 1982).

As shown on Figure 4, geologic mapping of the area by the California Geological Survey (CGS, 2004), indicates that the project site is underlain by Holocene stream terrace ( alluvial) deposits.

Alluvial d eposits generally consist of poorly sorted and bedded sand, gravel, silt and clay sediments deposited due to stream or river action.

Several faults are present in the site vicinity; most are not known to be seismically active.

According to CGS criteria, an active fault is one that has recorded historic seismicity and/or displacement of Holocene-age deposits (less than 11,700 years old). The West Napa, Concord, and Rodgers Creek faults are closest to the site as shown on Figure 5.

3.2 Local Topography and Geology
The City of Napa is located within the long, narrow, northwest -trending, alluvium-filled Napa Valley. The valley is flanked by parallel mountain ranges consisting of the Howell Mountains on the northeast and the Mayacamas Mountains on the southwest. The valley is very narrow at the northern end, while it gradually widens southward where it merges with extensive tidal marshlands of San Pablo Bay - the northern extension of San Francisco Bay. The project site is located within an “oxbow” of the Napa River in the downtown area of the City of Napa.

Bathymetry within the adjacent river is shown on Napa River Flood Control plans (2008). Much of the River channel bottom ranges from about elevation -5 to -10 feet, although localized areas have eroded to depths of -15 to -20 with a maximum eroded hole off the northern tip of the oxbow at an elevation of -25 feet.

ATTACHMENT 13

3.3 Surface Conditions
The site is relatively flat with an approximately 6-foot high fill embankment for the railroad tracks at the west or middle portion of the site (depending on final project limits). 1st Street is also elevated several feet above the project site elevation in the western portion of the project area. There are five existing one-and two-story, single-family homes in the project area to the east of the railroad tracks which appear to be in relatively good condition considering their age. Old concrete sidewalks and curb and gutter sur round the south, east and portions of the north side of the project with some new concrete along the northeast corner of the project site. The project site is bounded to the south by the tidally-influenced Napa River with creek bank slopes of approximately 1:1 and southeastern portion of the site has an older metal building between the river and development area. T he creek bank is armored with large rip rap on the “inside bend” that is adjacent to the project.

3.4 Reference Soil Data
Reference data for the site includes U.S. Army Corps of Engineers (COE) exploratory borings at the southwest corner of the property, Kleinfelder borings at the Wine Train Bridge, Phoenix Geotechnical borings for the Copia Building, and Miller Pacific Cone Penetration Tests (CPTs) for the Copia site redevelopment which are located to the northeast of the property. The locations of these borings and CPTs are shown on Figure 3 . Laboratory test data and correlations are available from these borings and CPTs, including particle sizes, plasticity, strength and other data.

Reference exploration logs and some supporting laboratory data are included in Appendix A of this report.

3.5 Subsurface Conditions
The reference borings generally confirm the mapped geology of the area referenced earlier. Thin fills likely exist at the ground surface in the project area, and relatively deep deposits of alluvial clay, silt, sand and gravel exists to depths greater than 50 feet. Clays and silts generally ranged from soft to stiff and the sands generally ranged from loose to dense.

3.6 Groundwater
Groundwater was reported in the various reference borings and CPTs at depths of 13 to 30 feet below the existing ground surface . Since a “stabilized” depth to water may not have been observed in these exploratory points, we expect groundwater may be shallower and will likely be at a similar elevation to the water level in the adjacent Napa River. Groundwater will likely be higher during the winter months and may be at or above the ground surface during periods of especially high water in the nearby river.

4.0 GEOLOGIC HAZARDS EVALUATION

4.1 General
The principal geologic hazards which could potentially affect the project site are strong seismic shaking from future earthquakes in the San Francisco Bay Region along with subsequent liquefaction, post liquefaction settlements and lateral spreading. Fl ooding is also a potential hazard at the site as is buoyancy of underground parking garages if they are not properly designed. Other geologic hazards such as fault rupture , traditional landsliding, seiche and tsunami are not considered significant at the site. Geologic hazards, their impacts, and potential ATTACHMENT 13
mitigation measures are discussed below.

As previously noted, this report is preliminary in nature and our geologic hazards discussion should be updated as additional subsurface data an d further evaluations are performed for our final design report(s) for the project. Changes in the project plans, including building type, locations or other factors may also impact our preliminary findings and recommendations.

4.2 Fault Surface Rupture
Under the Alquist -Priolo Earthquake Fault Zoning Act 1, the California Geological Survey (CGS) produced 1:24,000 scale maps showing all known active faults and defining zones within which special fault studies are required. Based on currently available published geologic information, the Oxbow Mixed Use Development project site is not located within an Alquist-Priolo Earthquake Fault Zone (APEFZ). The potential for fault surface rupture at the site is therefore considered to be low.

Evaluation: No significant impact.

Mitigation: No mitigation measures are required.

4.3 Seismic Shaking
The site will likely experience seismic ground shaking from future earthquakes in the San Francisco Bay Area. Earthquakes along several active faults in the region, as shown on Figure 4, could cause moderate to strong ground shaking at the site.

Deterministic Seismic Hazard Analysis – Deterministic Seismic Hazard Analysis (DSHA) predicts the intensity of earthquake ground motions by analyzing the characteristics of nearby faults, distance to the faults and rupture zones, earthquake magnitudes, earthquake durations, and site- specific geologic conditions. Empirical relations (Abrahamson and Silva, Boore and Atkinson , Campbell and Borzognia, Chiou and Youngs, Idriss (2008) ) f or the stiff subsurface conditions were utilized to provide approximate estimates of median peak site accelerations. A summary of the principal active faults affecting the site, their closest distance, moment magnitude of characteristic earthquake and probable peak ground accelerations (PGA), which an earthquake on the fault could generate at the site are shown in Table A. 1 The Alquist-Priolo Earthquake Fault Zoning Act prohibits placing most structures for human occupancy across traces of active faults. These fault zones are shown on maps issued by the Department of Conservation’s Division of Mines and Geology.

ATTACHMENT 13

TABLE A

DETERMINISTIC PEAK GROUND ACCELERATION
First and Oxbow Gateway Project
1st Street and McKinstry Street
Napa, California

Fault

Approx. Distance
to Fault (km)1

Max. Moment
Magnitude2

Peak Ground
Acceleration (g)3

West Napa 3.1 6.6 0.41
Concord/Green Valley 8.5 6.8 0.30
Rodgers Creek 20.4 7.3 0.20
Great Valley 4 18.7 6.7 0.27
Cordelia 12.5 6.5 0.22

Notes:
1) Blake, T.F. (2001)
2) USGS (2008)
3) Abrahamson and Silva (2008), Boore and Atkinson (2008), Campbell and Borzognia (2008), Chiou and Youngs (2008), Idriss (2008)

Probabilistic Seismic Hazard Analysis – Probabilistic Seismic Hazard Analysis (PSHA) analyzes all possible earthquake scenarios, while incorporating the probability of each individual event to occur. The probability is determined in the form of the recurrence interval, which is the average time for a specific earthquake acceleration to be exceeded. The design earthquake is not solely dependent on the fault with the closest distance to the site and/or the largest magnitude, but rather the probability of given seismic events occurring on both known and unknown faults.

Utilizing the 2008 Interact ive Deaggregation (USGS, 2008) , w e estimated the PGA for two separate probabilistic conditions, the 2% chance of exceedance in 50 years (2,475-year statistical return period) and the 10% chance of exceedance in 50 years (475-year statistical return period), The results of the probabilistic analyses are presented in Table B.

TABLE B

PROBABILISTIC SEISMIC HAZARD ANALYSES
First and Oxbow Gateway Project
1st Street and McKinstry Street
Napa, California

Statistical Return Period Magnitude PGA
2% in 50 years 2,475 years 6.6 0.70 g
10% in 50 years 475 years 6.6 0.44 g

Reference: USGS (2016)

ATTACHMENT 13
The potential for strong seismic shaking at the project site is moderate. Due to its close proximity, the West Napa Fault (approximately 3.0 kilometers to the west) presents the highest potential for strong ground shaking. The most significant adverse impact associated with strong seismic shaking is potential damage to structures and improvements. Strong shaking can also trigger liquefaction which is discussed in the following sections

Evaluation: Less than significant with mitigation.

Mitigation: Minimum mitigation measures should include designing the structural improvements in accordance with current codes or standards to be determined by the project engineers and permitting agencies when final design commences.

4.4 Liquefaction Potential and Related Impacts
Liquefaction refers to the sudden, temporary loss of soil shear strength during strong ground shaking. Liquefaction -related phenomena include liquefaction-induced settlement, flow failure , lateral spreading and other issues that can occur where there are saturated, loose, granular deposits. Recent advances in liquefaction studies have also indicated that liquefaction can occur in granular materials with high fines contents (silty materials that pass the #200 sieve ) provided the fines exhibit a Plasticity Index of less than 7. Saturated, granular layers were observed during previous explorations in the vicinity of the site. Additionally, the site is mapped by the Association of Bay Area Governments (ABAG) with high susceptibility to liquefaction as shown on Figure 6.

To evaluate soil liquefaction, the seismic energy from an earthquake is compared with the ability of the soil to resist pore pressure generation. The earthquake energy is termed the cyclic stress ratio (CSR) and is a function of the maximum credible earthquake peak ground acceleration (PGA) and depth. For our preliminary liquefaction analysis, we utilized an acceleration of 0.44 g which is the 10% in 50 years PSHA shown in Table B. The soil resistance to liquefaction is based on the relative density, and the amount and plasticity of the fines (silts and clays).

We analyzed some of the reference subsurface data in the immediate project area, to determine the project site’s susceptibility to liquefaction utilizing the procedures outlined by Idriss and Boulanger (2008). Based on our analyses, there are numerous soil layers that are susceptible to liquefaction and virtually every boring or CPT test location analyzed suggested liquefaction would occur within some portion of the explored depth.

The adverse effects of liquefaction include potential loss of foundation bearing capacity, po st liquefaction settlement, lateral spreading, and other issues. Loss of bearing capacity and resulting building settlements/rotations can occur during liquefaction of soils immediately below the building foundations.

Post liquefaction settlement occurs as excess pore pressures generated during shaking dissipate, allowing the individual soil particles to redistribute into a denser “formation”. Based on the procedures outlined by Idriss and Boulanger (2008) , our preliminary analysis suggests 0 to 3- inches of post liquefaction settlement may be antic ipated across the site after a liquefaction triggering seismic event.

Lateral spreading refers to the movement of a surficial “crust” of non -liquefiable soils towards a free-face slope. This movement occur s as the non-liquefiable material “floats” on an underlying continuous layer of liquefied soil. Due to the close proximity of the Napa River and known ATTACHMENT 13
liquefiable soils, lateral spreading is considered a moderate to significant risk at the project site.

Based on the procedures outlined by T. Leslie Youd (2002), we estimate significant movement toward the Napa River may occur at the site . For an “average” condition of a 20-foot elevation difference between the ground surface within the oxbow to the river channel bottom, lateral spread (horizontal displacement) of perhaps 10 feet might occur along the southern edge of the project area that is closest to the river. Six to eight feet of lateral spread may be expected in the middle of the project area , and perhaps three to five feet at the northern portion of the project along 1st Street. If liquefiable layers are not continuous (as may be the case in the project area), lateral spreading would be significantly reduced from the above estimates.

New exploration and laboratory testing in the immediate projec t area was not included in our current scope of work, and will be required for final project design and more detailed analysis of liquefaction hazards.

Evaluation: Less than significant with mitigation.

Mitigation: The subsurface soils at the project site are moderately to highly susceptible to liquefaction and liquefaction associated phenomena. Since the predicted settlements and lateral spreading is likely too severe for multi -story, mixed use buildings, deep foundation s and/or ground modification, such as vibro- replacement/stone columns, deep soil mixing, compaction grouting or other techniques will be required to mitigate liquefaction. More detailed discussion of ground improvement is presented in Section V.B of this report.

4.5 Seismically Induced Ground Settlement
Seismic ground shaking can induce settlement of unsaturated, loose, granular soils. Settlement occurs as the loose soil particles rearrange into a denser configuration when subjected to seismic ground shaking. Varying degrees of settlem ent can occur throughout a deposit, resulting in differential settlement of structures founded on such deposits. The reference borings generally did not encounter loose granular soil above the (shallow) anticipated groundwater levels. Therefore, the risk of seismically induced ground settlement is not considered a significant risk at the site , although this hazard should be further evaluated with additional borings and/or CPTs.

Evaluation: Less than significant with mitigation.

Mitigation: D eep foundat ions and/or ground modification techniques can also be used to mitigate seismically induced ground settlement hazards, if needed. More detailed discussion of ground improvement is presented in Section V.B of this report.

4.6 Lurching and Ground Cracking
Lurching and associated ground cracking can occur during strong ground shaking. The ground cracking generally occurs along the tops of slopes where stiff soils are underlain by soft deposits or along steep slopes or channel banks. The Napa River flows near the southern perimeter of the site. Lurching and ground cracking may occur along the creek banks as the underlying soil liquefies. Therefore, lurching and ground cracking are considered significant hazards at the project site.

Evaluation: Less than significant with mitigation.

Mitigation: The deep ground modification techniques described above could also mitigate ATTACHMENT 13
lurching and ground cracking. More detailed discussion of ground improvement is presented in Section V.B of this report.

4.7 Erosion

Sandy soils on moderate slopes or clayey soils on steep slopes are susceptible to erosion when exposed to concentrated water runoff. Erosion along the Napa Riverbank should be anticipated at the site, although the existing rip-rap will reduce erosion risks provided the rock is continuous and maintained in good condition. Erosion rates are also typically more significant along the “outer bends” in river channels, such as the condition at the south end of the project. Erosion risks can be reduced by vegetating or rip-rapping areas prone to erosion.

Evaluation: Less than significant with mitigation.

Mitigation: M itigation measures should be evaluated as project planning advances. Erosion risks should be greatest along the riverbank s lopes and there are m any “bioengineering” (i.e. vegetation) and “armoring” (i.e. rip-rap) options that could be considered to reduce risks. Careful control of stormwater discharges from the site should also be planned to further reduce risks of erosion.

4.8 Seiche and Tsunami
Seiche and tsunamis are short duration, earthquake -generated water waves in large enclosed bodies of water and the open ocean, respectively. The extent and severity of a seiche would be dependent upon ground motions and fault offset from nearby active faults. The project site is not located near a large (open) body of water such as the San Francisco Bay or ocean. Therefore, seiche and tsunami are not considered geologic hazards at the site.

Evaluation: No significant impact.

Mitigation: No mitigation measures are required.

4.9 Flooding
The existing project site elevations range from about +17 to +25 feet (MSL) and the site is currently mapped within a FEMA Zone-A 100-year flood zone as shown on Figure 7. The flood control project nearing completion will reduce the flood potential of the Napa River but some risk will likely still exist at the project site.

Evaluation: Less than significant with mitigation.

Mitigation: The Project Civil Engineer and/or Architect should e valuate the risk of localized flooding and design appropriate finished floor elevations and other mitigations.

4.10 Expansive Soil
Expansive soils are capable of exerting significant lateral and vertical expansion pressures on building foundations, interior floor slabs and exterior flatwork. Distress from expansive soil movement can include cracking of brittle wall coverings (stucco, plaster, drywall, etc.), racked door and/or window frames, and uneven floors and cracked slabs. Lightly-loaded f latwork, pavements, and concrete slab s-on-grade are particularly vulnerable to distress. Existing structures at the site appear to be performing relatively well and we did not observe significant heave or distress to pavements/curb and gutter or other surfaces associated with expansive soils.

ATTACHMENT 13
Additionally, the surficial soils observed in the reference borings were generally lower plasticity so expansive soils are not considered a significant geologic hazard at the site.

Evaluation: No significant impact.

Mitigation: No mitigation measures are required.

4.11 Settlement/Subsidence
Significant settlement can occur when new loads are placed at sites due to consolidation of soft compressible clays (i.e. , bay mud) or compression of loose soils. Thick deposits of s oft compressible materials were not encountered in the reference borings so the risk of settlement to the proposed structures at the project site is low. “Unloading” the site with two levels of underground parking will also reduce any potential for settlement.

Evaluation: No significant impact.

Mitigation: No mitigation measures are required.

4.12 Slope Stability/Landslides
Slope instability generally occurs in relatively steep slopes and/or on slopes underlain by weak materials. The project site is relatively flat with minor grade c hanges and there are no known landslide deposits in the vicinity that could affect the site. Therefore, traditional (hillside) slope stability/landslides are not considered a geologic hazard at the project site. However, as previously noted, lateral spreading could be considered a form of instability which could impact the project site.

The locally steep creekbank just south of the project site may be susceptible to shallow sloughing, but this would likely only impact improvements very near the top of riverbank slope. Small setbacks could be considered to mitigate instability at the top of the existing riverbank slope.

Evaluation: No significant impact.

Mitigation: No mitigation measures for traditional (hillside) slope instability are required , setbacks of significant structural features of perhaps five to ten feet should be considered to reduce risks of damage. Slightly deepened foundations could also be considered to reduce risks of improvements near the top of bank.

4.13 Buoyancy
Although perhaps not a typical “geologic hazard”, buoyancy of the buildings could occur if high groundwater exists around a “dry” basement. During flood conditions, groundwater will likely be at or near the ground surface, so significant hydrostatic pressures can develop on the lower parking floor slab and the basement retaining walls. Dead weight of the building will probably not be enough to resist the upward forces, so some type of ground anchoring system, along with a structural slab to span between the anchors and the building columns, will likely be required.

Alternatively, the building’s dead weight could be used to resist some buoyancy, and a pressure relief system could then be designed into the parking garage so that flooding of the garage could occur prior to any building flotation. This issue will need to be addressed in greater detail when building weights, depth of basement and ability to “flood” the basement are better understood.

Evaluation: Less than significant with mitigation.

ATTACHMENT 13
Mitigation: Building de ad weight, hold -downs such as helical anchors or driven piles, or flooding of the parking basement can all be considered to prevent buoyancy and will be addressed in greater detail during final design of the project.

5.0 CONCLUSIONS AND PRELIMINARY RECOMMENDATIONS

5.1 Conclusions
Based on our review of project geologic and geotechnical data and experiences with nearby sites, we conclude the proposed project is geotechnically feasible. There are several geologic and geotechnical hazards at the project site that will require mitigation for the proposed development.

Construction of two floors of below-ground parking will also be complicated by high groundwater that will likely require dewatering and temporary shoring during construction along with some system to “hold” the building down and prevent buoyancy. Preliminary recommendations are provided below to aid in the planning of the project. As the pr oject planning and approvals advance, we must perform a design -level geotechnical investigation, including subsurface exploration, to provide site-specific recommendations for the project.

5.2 Liquefaction and Lateral Spreading Remediation
As discussed in Section IV, both liquefaction and seismically induced lateral spreading are significant potential hazards at the site. The hazards associated with liquefaction - and/or lateral spreading are primarily sudden, vertical settlement, and horizontal shifting of the ground surface which can affect load bearing structural members as well as non -structural members such as concrete slabs-on-grade and site flatwork. These movements tend to occur in a chaotic pattern with greater vertical settlements occurring in thicker deposits of liquefiable soils and greater horizontal shifting occurring near the edge of slopes. While small and/or “less significant” buildings such as single family homes might be constructed by simply stiffening conventional shallow foundations, significant commercial development will likely require more robust foundations and/or ground improvement for acceptable performance.

Stone columns/vibroreplacement was performed under the existing Copia Building to the northeast of the current project area. We have discussed the project site conditions and building types with Hayward Baker, a specialty contr actor that has developed many of the techniques currently used to m itigate liquefaction and its related impacts. The following bullet points summarize these discussions and our preliminary recommendations:

A) Given the relatively large project area and va riable depths of the liquefiable deposits currently identified , stone columns which are also known as “ vibroreplacement” (http://www.haywardbaker.com/WhatWeDo/Techniques/GroundImprovement/VibroReplac ement/default.aspx) are probably the most cost-effective option of mitigating liquefaction effects at the site. The area and depth of treatment can be considered in more detail as project planning progresses and additional subsurface exploration occurs for our final design report. The “upper-bound” of this mitigation work could include treating the entire site from the bottom of the parking garages to a depth of 50 feet at significant construction costs. This level of work would provide very good performance of the entire site. With additional exploration and laboratory testing at each building site, it may also be possible to reduce the vertical and/or lateral extents of ground improvement, reducing site ATTACHMENT 13
development costs. We note that i f significant shaking occurred, areas outside of the treatment area could exhibit settlements and cracking. Repairs to damaged flatwork, driveways, landscaping or other improvements could be performed as needed, likely for moderate costs.

B) The stone columns/vibroreplacement noted above would likely consist of 3-foot diameter columns installed at an approximate 9-foot on-center grid spacing (9% replacement ratio).

Representative test areas with before and after CPTs or borings would be required at the beginning of construction to verify liquefaction risks have been mitigated in the treatment area.

C) Another option to mitigate liquefaction and lateral spreading issues would be a slurry wall/deep soil mixing process around the perimeter of the site (http://www.haywardbaker.com/WhatWeDo/Techniques/AdditionalServices/SlurryWalls/de fault.aspx ) to reduce lateral spreading toward the river. Liquefaction and potential settlements under the buildings would then be mitigated with a deep foundation system such as driven piles, auger-cast piles, or other approaches. This alternative would likely be more costly than the stone column option. The advantage of this system is that the slurry wall could likely be used as a shoring wall for the underground parking area.

5.3 Preliminary Dewatering/Site Grading/Foundation Design Recommendations Following completion of ground improvements (stone columns, slurry wall, etc), dewatering of the site will likely be required to construct the two levels of underground parking. This dewatering will likely include wells and a water treatment system so that “clean” water can be discharged into the Napa River. With the proximity of the site to the Napa River, 1st Street, railroad tracks and other “off-site” improvements, cut slopes will not be possible and temporary shoring walls will instead be required around the perimeter of both buildings to allow for underground parking. With the nearby improvements, the dewatering system and shoring walls will need to be carefully designed so that settlements and/or lateral movement into the excavation does not damage offsite improvements.

Excavation should be possible with conventional equipment such as rubber -tired backhoes, excavators, small dozers, etc. The deeper soils will likely be well above optimum moisture contents due to high groundwater but with proper dewatering, a n excavation with no free wat er should be possible.

Since the above -ground portion of the buildings will probably not be heavy enough to resist buoyancy associated with two levels of underground parking, in addition to building weight, “hold- down” anchors may also be required. These hold-downs might include helical anchors, driven piles or other deep-foundation systems. The concrete slab at the lower parking level would need to be structurally designed to “span” between building columns (dead load) and the hold -down anchors and resist buoyant pressures. A very thick slab could also be considered instead of deep foundations so that the weight of concrete is sufficient to prevent buoyancy, but this slab might be many feet thick, depending on the weight of the building. Another alternative is to use building dead weight along with a moderately thick lower slab which should be sufficient to resist a significant portion of the maximum buoyant force. Under very high groundwater levels, a pump system could be activated used to dewater and prevent buoyancy, and if the pumps failed, the basement would be allowed to flood prior to any flotation of the building.

The foundation system for the building will be selected based on the method for resisting ATTACHMENT 13
buoyancy and ground improvement performed to reduce liquefaction/lateral stability issues. For example, if driven piles are used to resist buoyancy, these piles could also be used as the foundation system and to mitigate any liquefaction related settlements. Lateral spreading would still by a concern however, so a slurry wall would likely be required along the southern edge of the building to prevent movement toward the Napa River.

If building dead weight and a very thick concrete slab is used to prevent buoyancy (or pumping/flooding of the park ing basement is acceptable), the lower floor slab could be placed over stone columns or other “improved ground” and a perimeter slurry wall could be installed to resist lateral movements toward the Napa River.

With the site’s geologic complexity and underground parking, we will work closely with the project Structural Engineer during final design, and it would also be helpful to have a knowledgeable Contractor on the team to assist with cost estimating and feasibility of the various alternatives described above.

5.4 Other Construction Notes
Exterior slabs-on-grade and asphalt pavements will generally not require any extraordinary design at the site, and conventionally-reinforced, 5-inch thick exterior slabs should be appropriate for non- traffic loaded areas. Concrete subjected to vehicle loads could be thickened depending on the type of traffic and desired performance. Depending on usage, asphalt concrete for driveways or parking areas will likely range from 3 to 5 inches in thickness over 8 to 16 inches of baserock. If ground improvement is not performed under exterior slabs or pavements, repairs may be needed after significant shaking.

6.0 ADDITIONAL GEOTECHNICAL SERVICES
This report provides preliminary geotechnical and geological information, and is therefore suitable for planning purposes only. Further detailed geotechnical exploration, testing and engineering analysis will be required to develop final design criteria for project design.

We should consult with the project professionals during design. When the project improvement plans have been prepared, we must review the documents to confirm that the intent of our recommendations has been understood and incorporated. Supplemental recommendations can be prepared during the design phase as needed.

During construction we must inspect all site preparation, ground improvement, excavation work, construction of building foundations, pavement construction, utility trench backfills and other items to observe that subsurface conditions are as expected and are consistent with geotechnical design criteria.

ATTACHMENT 13

7.0 LIST OF REFERENCES
Abrahamson, N. and Silva, W., “Empirical Response Spectral Attenuation Relations for Shallow Crustal Earthquakes,” Seismological Research Letters, Vol. 68, No. 1, Jan/Feb 1996, pp. 94-127.

Association of Bay Area Governments (ABAG), Geographic Information System, http://quake.abag.ca.gov/mitigation/, 2011.

Blake, T.F., FRISKSP (Version 4.00) A Computer Program for the Probabilistic Estimation of Peak Acceleration and Uniform Hazard Spectra Using 3 D Faults as Earthquake Sources, 2001.

California Building Code, 2007 Edition, California Building Standards Commission, Sacramento, California.

California Department of Conservation, Division of Mines and Geology, "Fault Activity Map of California and Adjacent Areas," 1998.

California Division of Mines and Geology, Special Publication 42, “Alquist -Priolo Special Studies Zone Act,” 1972 (Revised 1988).

California Department of Conservation, Division of Mines and Geology, “Fault-Rupture Hazard Zones in California,” Publication 42, revised 1997.

Clahan, K.B., Wagner, D.L., Saucedo, G.J., Randolph -Loar, C.E., and Sowers, J.M., "Geologic Map of the Napa 7.5' Quadrangle, Napa County, California: A Digital Database", 2004.

Fugro West, Inc., “Final Foundation Investigation Report, 1 st Street Bridge Over Napa River,” Fugro Project No. 3303.002, December, 2006.

Idriss, I., “An NGA Empirical Model for Estimating the Horizontal Spectral Values Generated By Shallow Crustal Earthquakes,” EERI Earthquakes Spectra, Number 1, February 2008.

Idriss, I.M. “An Overview of Earthquake Ground Motions Pertinent to Seismic Zonation.” Fifth International Conference on Seismic Zonation, Nice French Riviera. 1995.

Idriss, I.M. & Boulanger, R.W., “Soil Liquefaction during Earthquakes” EERI MNO-12, 2008.

Ishihara, K. “Stability of Natural Deposits during Earthquakes.” Proc., 11 th International Conference on Soil Mechanics and Foundation Engineering, 1985.

Ishihara, K. and Yoshimine, M., “Evaluation of Settlements in Sand Deposits Following Liquefaction during Earthquakes,” Soils and Foundations, Japanese society of Soil Mechanics and Foundation Engineering, Vol. 32, March 1992.

Kunkle, Fred and Upson, J.E., “Geology and Ground Water in Napa and Sonoma Counties, California,” 1960.

ATTACHMENT 13
Mitchell, J.K. and Wentz, F.J., “Performance of Improved Ground during the Loma Prieta Earthquake,” Earthquake Engineering Research Center (EERC) and College of Engineering, University of California at Berkeley, Report No. UCB/EERC-91/12, October 1991.

Phoenix Geotechnical, “Preliminary Geotechnical Evaluation, Center for Wine, Food and the Arts, First Street at the Napa River, Napa California,” Project Number 212-1, October 5, 1995.

Phoenix Geotechnical, “Supplemental Geotechnical Investigation, The American Center for Wine, Food and the Arts, First Street at the Napa River, Napa California,” Project Number 212 -4, April 23, 1999.

Seed, R.B., “A Manual for Evaluation and Mitigation of Liquefaction Hazard for Foundatio n Design,” EERC Advances in Earthquake Engineering Practice Workshop, University of California at Berkeley, June 1994.

Seed, R.B., “Recent Advances in Evaluation and Mitigation of Liquefaction Hazard,” ASCE Regional Seminar, Portland, Oregon, November 7, 1996.

U.S. Army Corps of Engineers, “Logs of Explorations, Third Street to Lincoln Avenue, Plate 95, 111, 115, and 117”.

United States Geological Survey, “Database of Potential Sources for Earthquakes Larger than Magnitude 6 in Northern California,” The Working Group on Northern California Earthquake Potential, Open File Report 96-705, 1996.

United States Geologic Survey, “Documentation for the 2008 Update of the United States National Seismic Hazard Maps,” Open-File-Report 2008-1128, 2008.

United State s Geological Survey, “Quaternary geology and liquefaction susceptibility, Napa, California, 1:100,000 quadrangle, a digital database,” Open-File Report 98-460, 1998.

United States Geological Survey (USGS), Earthquake Hazards Program, Earthquake Circular Area Search http://neic.usgs.gov/neis/epic/epic_circ.html, 2010.

United States Geological Survey (USGS), “Earthquake Probabilities in the San Francisco Bay Region, 2002 to 2031 – A Summary of Finding,” The Working Group on California Earthquake Probabilities, Open File Report 99-517, 2003.

United States Geological Survey (USGS), Earthquake Hazards Program, 2008 Interactive Deaggregations,” http://eqint.cr.usgs.gov/deaggint/2008/index.php, 2010.

United States Geological Survey (USGS), “National Seismic Haz ards Map Program,” Version

5.0.9, October 06, 2008.

United States Geologic Survey, “Quaternary Geologic Map, Napa, California” Sowers, J.M., Noller, J.S., & Lettis, W.R, 1998.

ATTACHMENT 13
United States Geologic Survey; Mapping of the West Napa Fault Zone for Input into the Northern California Quaternary Fault Database. USGS External Award Number 05HQAG0002.

Wesnousky, Steven G., "Earthquakes, Quaternary Faults, and Seismic Hazard in California," Journal of Geophysical Research, Vol. 91, No. B12, pp. 12587-12631, 1986.

Youd, T., Hansen, C., and Bartlett, S., “Revised MLR Equations for Predicting Lateral Spread Displacement,” Proceedings, 7 th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction, Seattle, W ashington, MCEER-99- 0019, 1999.

ATTACHMENT 13
REFERENCE: Google Earth, 2016

SITE LOCATION
N.T.S.

NORTH
SITE: LATITUDE, 38.3006°
LONGITUDE, -122.2820°
FIGURE
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ENGINEERING GROUP
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SITE LOCATION MAP
2275.001
Napa, California
Oxbow Mixed Use Development
1st St. & McKinstry St.
3/2/16
A CALIFORNIA CORPORATION, © 2016, ALL RIGHTS RESERVED
SLM
SITE
ATTACHMENT 13

SITE PLAN
NORTH
FIGURE
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SITE PLAN
2275.001
Napa, California
Oxbow Mixed Use Development
1st St. & McKinstry St.
3/2/16
A CALIFORNIA CORPORATION, © 2016, ALL RIGHTS RESERVED
SLM
SCALE
0 35 70 140 FEET
ATTACHMENT 13
B-9
B-8
B-7
B-10
B-12
B-11
B-1
B-22F-94-20
2F-94-22
CPT-1
CPT-5
CPT-3
CPT-4
CPT-2
2F-94-17
2F-94-18
2F-04-53
B-2
B-1
B-5
B-10

WATER ST
1ST ST
SITE
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A CALIFORNIA CORPORATION, © 2010, ALL RIGHTS RESERVEDNapa, California Oxbow Mixed Use Development
1st St. & McKinstry St.
2275.0013/4/16

REFERENCE BORING LOCATIONS
MMT
MPM
3 FILE: 2275.001 SP.dwg
SCALE
060120240 FEET NORTH
Boring by Phoenix (1995,1999)
CPT by MPEG (2012)
Map Reference: Google Earth, 2016.

Boring by Corps of Engineers (1995,1999)
Boring by Fugro (2004)
Boring by Kleinfelder (1988, 1989)
ATTACHMENT 13

REGIONAL GEOLOGIC MAP
NORTH
(NOT TO SCALE)
SITE

REGIONAL GEOLOGIC MAP
Reference: Clahan, K.B., Wagner, D.L., Saucedo, G.J., Randolph-Loer, C.E., and Sowers, J.M., 2004, Geologic map of the Napa 7.5-minute quadrangle, Napa County, California: A digital database.:

California Geological Survey, Preliminary Geologic Maps , scale 1:24,000.

LEGEND
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GEOLOGIC MAP
2275.001
Napa, California
Oxbow Mixed Use Development
1st St. & McKinstry St.
3/2/16
A CALIFORNIA CORPORATION, © 2016, ALL RIGHTS RESERVED
SLM
Qhty
Qhty
Qht
Tsvbn
Qha
Stream terrace deposits (latest Holocene) - Deposited as point bar and overbank deposits along the Napa River, composed of moderately sorted clayey sand and sandy clay with gravel Stream terrace deposits (Holocene) - Stream terraces deposited as point bar and overbank deposits, composed of moderately to well-sorted and bedded sand, gravel, silt, and minor clay.

Breccia of Napa - Dacite breccia underlying the low hills east of Napa. This unit is likely a resurgent dome within a caldera. It is capped by Tsvrn an aphanitic rhyolite.

Alluvium, undivided (Holocene) - Alluvium deposited on fans, terraces, or in basins, composed of sand, gravel, silt, and clay that are poorly sorted.

ATTACHMENT 13

DILLON BEACH

POINT REYES

STATION

LAGUNITAS
NOVATO

FAIRFAX SAN RAFAEL

MILL VALLEY

TIBURON

SAUSALITO

RICHMOND

BERKELEY

PETALUMA

ROHNERT PARK

SANTA ROSA

LAFAYETTE

WALNUT CREEK
MORAGA
ORINDA

DANVILLE
BYRON

BRENTWOOD
OAKLEY

ANTIOCHPITTSBURG

RIO VISTA

CONCORD

MARTINEZ

BENICIA

VALLEJO

AMERICAN
CANYON

NAPASONOMA

FAIRFIELD

VACAVILLE
DIXON
DAVIS

WINTERS

WOODLAND

YOUNTVILLE

RUTHERFORD
ST. HELENA

CALISTOGA
ANGWIN

POPE VALLEY

AETNA SPRINGS

MIDDLETOWN

HIDDEN VALLEY
LAKE

MONTE RIO

RIO NIDO

FORESTVILLE

WINDSOR

HEALDSBURG

GEYSERVILLE

SEBASTOPOL

BODEGA BAY

MARSHALL

TOMALES

SAN ANDREAS FAULT

HAYWARD FAULT CLAYTON

RODGERS

MAACAMA FAULT

HEALDSBURG

WEST NAPA FAULT

GREEN VALLEY

CORDELIA FAULT

VACA FAULT

GREENVILLE FAULT

CALAVERAS FAULT
33% 32%
32%
32%
2%
5%
CREEK
FAULT
FAULT
FAULT
CREEK
FAULT

BERRYESSA
FAULT
SITE
10 MILES
20 MILES
LEGEND
(COLOR INDICATES AGE OF MOST RECENT KNOWN MOVEMENT)
HISTORIC (<150 YEARS)
HOLOCENE (<11,000 YEARS)
LATE QUATERNARY (<1.0M YEARS)
PROBABILITY OF AT LEAST ONE M>6.7 EARTHQUAKE BETWEEN 2015 AND 2045 FOR FAULTS SHOWN NORTH
DATA SOURCE:
1) Working Group on California Earthquake Probabilities (WGCEP)(2014), "Long-Term Time-Dependent Probabilitites for the Third Uniform California Earthquake Rupture Forecast (UCERF3), Bulletin of the Seismological Society of America (BSSA), Volume 105, No. 2A, 33pp, April 2015.

SITE COORDINATES: LAT. 38.3006, LON. -122.2820
32%
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ACTIVE FAULT MAP
2275.001
Napa, California
Oxbow Mixed Use Development
1st St. & McKinstry St.
3/2/16
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ATTACHMENT 13
Very High
High
Moderate Very Low
Low Major Road
Local Road
Susceptibility Level:

Map Reference: ABAG Geographic Information System.

No Scale
NORTH
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ENGINEERING GROUP
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LIQUEFACTION SUSCEPTIBILITY MAP
2275.001
Napa, California
Oxbow Mixed Use Development
1st St. & McKinstry St.
3/2/16
A CALIFORNIA CORPORATION, © 2016, ALL RIGHTS RESERVED
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SITE
ATTACHMENT 13
Zone V- 100yr.

Zone A - 100yr.

Zone X - 500yr.

Flood Hazard Area:

Map Reference: ABAG Geographic Information System.

No Scale
NORTH
Zone V: This code identifies an area inundated by 1% annual chance flooding with velocity hazard (wave action).

Zone A: This code identifies an area inundated by 1% annual chance flooding.

Zone X 500yr: This code identifies an area
inundated by .02% annual chance flooding and
area inundated by 1% annual chance of
flooding with average depth of less than 1 foot
of with drainage areas less than 1 square mile
or an area protected by levees form 1% annual
chance flooding.

FIGURE
Drawn
Checked
Miller Pacific

ENGINEERING GROUP
Project No. Date:
504 Redwood Blvd.

Suite 220
Novato, CA 94947
T 415 / 382-3444
F 415 / 382-3450
www.millerpac.com
7FILE: 2275.001 Figures.dwg

FEMA DIGITAL FLOOD INSURANCE RATE MAP (DFIRM)
2275.001
Napa, California
Oxbow Mixed Use Development
1st St. & McKinstry St.
3/2/16
A CALIFORNIA CORPORATION, © 2016, ALL RIGHTS RESERVED
SLM
SITE
ATTACHMENT 13

APPENDIX A

REFERENCE BORING LOGS AND LABORATORY TEST DATA
Appendix A contains reference borings logs and selected laboratory test data for the Copia Building, the First Street Bridge and the COE Flood Control Project. We note the reference exploratory boring logs, description of soils encountered and the laboratory test data reflect conditions only at the location of the boring at the time they were excavated or retrieved.

Conditions may differ at other locations and may change with the passage of time due to a variety of causes including natural weathering, climate and changes in surface and subsurface drainage.

ATTACHMENT 13
ATTACHMENT 13
ATTACHMENT 13
ATTACHMENT 13
ATTACHMENT 13
ATTACHMENT 13
ATTACHMENT 13

Number of blows with 140 lb. hammer, falling
30-in. to drive sampler 1-ft. after seating
sampler 6-in.; for example,
Initial or perched water level
Seepages encountered

WATER LEVEL SYMBOLS
Final ground water level
MH
ML
EI = Expansion Index
GP
25Sands with
more than
12% fines

SAMPLER DRIVING RESISTANCE
Clean sand
less than 5%
fines
OH

SILTS AND CLAYS OTHER TESTS

SILTS AND CLAYS
GW
GM
Blows/ft
U = Unconfined CompressionLiquid Limit Less than 50%
SP
SM

GRAVELS

PTHIGHLY ORGANIC SOILS

FINE-GRAINED SOILS
More than 50% retained
on the No. 200 sieve
OL

GENERAL NOTES
Very Dense
Gravels with
more than
12% fines

MAJOR DIVISIONS
OVM = Organic Vapor
Meter

GROUP NAMES
50% or more passes
the No. 200 sieve

COARSE-GRAINED SOILS
MA = Particle Size Analysis
SANDS
CL
SC
Well-Graded Sand
Clean gravels
less than 5%
fines
Geologic Formation noted in bold font at the top
of interpreted interval
Blow counts for modified California Liner
Sampler shown in ( )
MORE THAN 50% OF

COARSE FRACTION
PASSING NO. 4 SIEVE
Poorly Graded Gravel
Clayey Gravel
Poorly Graded Sand
Silty Sand
Clayey Sand
Silt
Dense
Silty Gravel
P = Pocket Penetrometer
Project No. 3303.002
Well-Graded Gravel
CH
MORE THAN 50% OF

COARSE FRACTION
RETAINED ON NO. 4
SIEVE
Q = Unconsolidated Undrained Triaxial
FILL
SW
F = Field Vane

STRENGTH TEST METHOD
T = Torvane
Gs = Specific Gravity
Liquid Limit Greater than 50%
Classification of Soils in general accordance
with ASTM D2487 or D2488 (based on the
Unified Soil Classification System)
Consol = Consolidation
Asphalt Concrete Pavement with
Aggregate Base
Medium Dense
Bulk Bag Sample (from cuttings)
Retained samples listed in sample No. column
Description
Firm
M = Miniature Vane
Length of sample symbol approximates
recovery length
Lean Clay
Organic Silt
Elastic Silt
Fat Clay
Organic Clay
Debris or Mixed Fill
GC
k = Permeability
AC
Sloped line in break column indicates
transitional boundary
Peat or Highly Organic Soils
6 Thin-walled Tube, pushed

VS NR RC
7 8
5 9
6 Hand Auger Sample1

SAMPLER TYPE AND RECOVERY
104

SOIL STRUCTURE
SPT Parting: Inclusion less than 1/8 inch thick extending through the sample.

Layer: Inclusion greater than 3 inches thick extending through the sample.

Interlayered: Soil sample composed of alternating layers of different soil type.

Rock Core
Samplers and sampler dimensions (unless otherwise noted in report text) are as follows:
98 MOD CA Liner Sampler
50/7"

CA SH BB HA LS PS
7 50 blows drove sampler 3" during
initial 6" seating interval
(Ref=Refusal)
Vibracore Sample
50 blows drove sampler 7" after
initial 6" of seating
25 blows drove sampler 12" after
initial 6" of seating
Ref/3"
2 7/8" ID, 3" OD
2 3/8" ID, 3" OD
1 3/8" ID, 2" OD
BORING LOG KEY OAK G:\ENGINEER\GINT\PROJECTS\3303-002.GPJ LIBRARY_092906OAK.GLB 10/18/06 08:55 a 11 1 2 3 11
MC
CA Liner Sampler
No Sample Recovered
4 3
SPT Sampler, driven
2 Lexan Sample
10 Fissured: Containing shrinkage or relief cracks, often filled with fine sand or silt, usually more or less vertical.

Pitcher Sample
Blows/Foot
10 - 304 - 8
15 - 30
Over 30
RELATIVE DENSITY (1)
Information on each boring log is a compilation of subsurface conditions and soil or rock classifications obtained from the field as well as from laboratory testing of samples. Strata have been interpreted by commonly accepted procedures. The stratum lines on the logs may be transitional and approximate in nature.

Water level measurements refer only to those observed at the time and places indicated, and can vary with time, geologic condition, or construction activity.

Blows/Foot
4 - 10Soft
Firm
Very Stiff
Very Soft
Hard
Seam: Inclusion 1/8 inch to 3 inches thick extending through the sample. 0 - 4
Undrained Shear
Strength (ksf)
1 7/8" ID, 2.5" OD
1 - 2
2 - 4
0 - 2 Dry

0.25 - 0.5
Moist
5 SPT SPT
Over 4

INCREASING VISUAL

MOISTURE CONTENT

0.5 - 1
(1) Terzaghi and Peck 1967

TERMS AND SYMBOLS USED ON BORING LOGS
Wet
Intermixed: Soil sample composed of pockets of different soil type, and layered or laminated structure is not evident.

Laminated: Soil sample composed of alternating partings or seams of different soil types.

Pocket: Inclusion of material of different texture that is smaller than the diameter of the sample.
0 - 0.25
Very Stiff
CONSISTENCY (1)
Sands and GravelsClays
StiffStiff
Very Loose
30 - 50
2 - 4
8 - 15
Loose
Over 50
Soft
Very Soft
ATTACHMENT 13

76 101
93 100
95 10
23 29
6 2.3 P
BORING LOG OAK G:\ENGINEER\GINT\PROJECTS\3303-002.GPJ LIBRARY_092906OAK.GLB 10/18/06 08:54 a 20 (21)
(8)
(7)
(3)
(37)
Pavement: 6" AC
Aggregate: 12" AB
Clayey SAND with gravel (SC): medium dense,
brown, fine- to coarse-grained
Lean CLAY with sand (CL): stiff, brown, moist,
some fine-grained sand
Well-graded SAND with silt (SW-SM): dense,
brown to reddish brown, wet, fine- to
coarse-grained, trace fine gravel
15 10
5 0
-5
-10
-15
-20
-25
-30
Sandy SILT (ML): soft, brown, moist to wet,
fine-grained sand

OTHER TESTS
LOCATION: STA:2+47
LOG OF BORING NO. B-1
5 10
15 20
25 30
35 40
45 DRILLING METHOD: 8-in. dia. Hollow Stem Auger

2.0 P
DEPTH, ft
Sheet 1 of 1

PLASTICITY
INDEX
BORING DEPTH: 21.5 ft
WATER
CONTENT, %
% PASSING
#200 SIEVE
BACKFILL: Grout
NOTES: 1. Terms and symbols defined on Plate A-1.

DRILLED BY: Fugro GeoScience

MATERIAL DESCRIPTION

MATERIAL
SYMBOL
ELEVATION, ft
HAMMER TYPE: Automatic TripDEPTH TO WATER: 19.0 ft
LIQUID
LIMIT, %

DRY UNIT
WEIGHT, pcf
SAMPLE NO.

SURFACE EL: 18.7 ft +/- (rel. NAVD88 datum)
Project No. 3303.002

SAMPLER

BLOW COUNT/
PRESSURE, psi
LOGGED BY: R Storesund
COMPLETION DATE: April 22, 2004

UNDRAINED SHEAR
STRENGTH, Su, ksf
Napa, California
First Street Bridge Over Napa River

SAMPLER TYPE
ATTACHMENT 13

72 15
BORING LOG OAK G:\ENGINEER\GINT\PROJECTS\3303-002.GPJ LIBRARY_092906OAK.GLB 10/18/06 08:55 a 93 106
97 25
18Clayey SAND (SC): loose, brown, moist,
fine-grained
37(20)
(10)
2 4
12 9
32 27
(55)
Pavement: 12" AC
Aggregate: 12" AB
- brick fragment at 6½ feet
Sandy Lean CLAY to Clayey SAND (CL-SC):
soft, brown, wet, sandy (fine-grained)
Lean CLAY (CL): firm, gray, wet, trace organics
Silty SAND (SM): medium dense, olive brown,
moist, fine- to medium-grained
Clayey SAND (SC): medium dense, gray, moist,
fine- to medium-grained, trace fine gravel
Well-graded SAND with silt (SW-SM): dense,
olive-brown, wet, fine- to coarse-grained, trace
fine-gravel
Gravelly Lean CLAY with sand (CL): hard,
yellowish brown, moist, fine to coarse gravel,
coars- grained sand
Lean CLAY (CL): hard, yellowish brown with
brown and black mottling, moist, locally gravelly
Sandy Lean CLAY with gravel (CL): stiff, brown,
moist, fine to coarse-grained sand, fine gravel -
FILL
WATER
CONTENT, %
% PASSING
#200 SIEVE

DRY UNIT
WEIGHT, pcf
BACKFILL: Grout
Sheet 1 of 3
SAMPLE NO.

DRILLED BY: Pitcher Drilling Co.

NOTES: 1. Terms and symbols defined on Plate A-1.

SAMPLER TYPE
BORING DEPTH: 121.5 ft

PLASTICITY
INDEX
SURFACE EL: 20.2 ft +/- (rel. NAVD88 datum)
5 10
15 20
25 30
35 40
45 MATERIAL
SYMBOL

SAMPLER

BLOW COUNT/
PRESSURE, psi
LOGGED BY: R Storesund
COMPLETION DATE: May 6, 2004

UNDRAINED SHEAR
STRENGTH, Su, ksf
28 46
51 17
23 >4.5 P
15 10
5 0
-5
-10
-15
-20
-25
Napa, California
First Street Bridge Over Napa River
Project No. 3303.002
LIQUID
LIMIT, %
Continued
LOCATION: STA:3+80
LOG OF BORING NO. B-2
DRILLING METHOD: 8-in. dia. Rotary Wash
DEPTH, ft

MATERIAL DESCRIPTION
ELEVATION, ft
HAMMER TYPE: Rope and Cathead

OTHER TESTS
DEPTH TO WATER: Not Measured
ATTACHMENT 13

3.8 P
97 98
29 28 >4.5 P
(50)
BORING LOG OAK G:\ENGINEER\GINT\PROJECTS\3303-002.GPJ LIBRARY_092906OAK.GLB 10/18/06 08:55 a >4.5 P
Clayey SAND with gravel (SC): very dense, olive
gray, moist, fine- to coarse-grained, some fine
to coarse gravel
(55)
(85)
(51)
(39)
41 57
Lean CLAY (CL): - continued
- with medium- to coarse-grained sand at 56 feet
Lean CLAY (CL): very stiff, yellowish brown with
gray mottling, moist, trace fine-grained sand
Clayey SAND (SC): very dense, yellowish
brown, wet, fine- to coarse-grained, trace fine
gravel
LOCATION: STA:3+80
LOG OF BORING NO. B-2
DRILLING METHOD: 8-in. dia. Rotary Wash
DEPTH, ft
-35
-40
-45
-50
-55
-60
-65
-70
-75
Project No. 3303.002

OTHER TESTS

PLASTICITY
INDEX
BORING DEPTH: 121.5 ft
WATER
CONTENT, %
% PASSING
#200 SIEVE
NOTES: 1. Terms and symbols defined on Plate A-1.

BACKFILL: Grout
Sheet 2 of 3
DRILLED BY: Pitcher Drilling Co.

MATERIAL DESCRIPTION
LOGGED BY: R Storesund
ELEVATION, ft
HAMMER TYPE: Rope and CatheadDEPTH TO WATER: Not Measured LIQUID
LIMIT, %

DRY UNIT
WEIGHT, pcf
SAMPLE NO.

SAMPLER TYPE
Continued
SURFACE EL: 20.2 ft +/- (rel. NAVD88 datum)
55 60
65 70
75 80
85 90
95 SAMPLER

BLOW COUNT/
PRESSURE, psi
COMPLETION DATE: May 6, 2004

UNDRAINED SHEAR
STRENGTH, Su, ksf
Napa, California
First Street Bridge Over Napa River

MATERIAL
SYMBOL
ATTACHMENT 13

LIQUID
LIMIT, %
LOGGED BY: R Storesund
ELEVATION, ft
DEPTH TO WATER: Not Measured

DRY UNIT
WEIGHT, pcf
SAMPLE NO.
50/3"
SURFACE EL: 20.2 ft +/- (rel. NAVD88 datum)
BORING LOG OAK G:\ENGINEER\GINT\PROJECTS\3303-002.GPJ LIBRARY_092906OAK.GLB 10/18/06 08:55 a

SAMPLER

BLOW COUNT/
PRESSURE, psi
HAMMER TYPE: Rope and Cathead
82 Clayey SAND with gravel (SC): - continued
Lean CLAY with sand (CL): hard, yellowish
brown and olive gray, moist, fine- to
medium-grained sand

MATERIAL
SYMBOL
-85
-90
-95
-100
-105
-110
-115
-120
-125
DEPTH, ft
BACKFILL: Grout
COMPLETION DATE: May 6, 2004
WATER
CONTENT, %

SAMPLER TYPE

PLASTICITY
INDEX
Sheet 3 of 3

MATERIAL DESCRIPTION
% PASSING
#200 SIEVE
DRILLING METHOD: 8-in. dia. Rotary Wash
LOG OF BORING NO. B-2
LOCATION: STA:3+80
Project No. 3303.002
First Street Bridge Over Napa River
Napa, California

OTHER TESTS
BORING DEPTH: 121.5 ft
DRILLED BY: Pitcher Drilling Co.

UNDRAINED SHEAR
STRENGTH, Su, ksf
NOTES: 1. Terms and symbols defined on Plate A-1.
105
110
115
120
125
130
135
140
145
ATTACHMENT 13
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/55 /18 /25 /24 /23 /20 /i255 /56 /57 /20 /18
/44 /58 /43 /58 /45 /32 /42 /34
/22 /23 /18 /25 /57 /23 /18 /28 /i255 /59 /24 /23
/60 /61 /62 /61 /i255 /13 /39 /37/63/39/40
/64 /65 /66 /67 /65 /68 /i255 /69 /39 /70 /39 /71 /65 /49/63/39/72 /38 /41 /i255 /13 /13 /50 /43 /34 /46 /i255 /12 /39 /73 /74 /72 /65 /71 /65 /75 /76 /i255/36/37/76 /7 /37 /49 /37 /41 /i255 /50 /2 /i255 /44 /43 /46 /46 /34 /10/77/78 /73 /i255 /4 /72 /70 /78 /40 /65 /72/63/39/72 /38 /37 /71 /79 /80 /81 /52 /23 /24 /80 /54 /18 /80 /20 /57 /82 /i255 /83 /24 /80 /29 /15 /82 /20 /52 /80 /84 /i255 /57 /80 /28 /i255 /55 /18 /57 /82 /i255 /79 /29 /20 /57 /20 /18 /i255 /56 /15 /18 /i255 /56 /52 /82 /52 /84 /18 /80 /19 /18 /i255 /85 /86 /87 /87 /i255/88/52/82 /29 /89 /52 /23 /18 /i255 /90 /82 /81 /28 /91 /i255 /14 /15 /52 /20 /18 /i255 /92 /87 /92 /93 /94 /i255 /95 /24 /29 /i255 /27 /80 /84 /18 /82 /18 /29 /94 /i255 /83 /27 /i255 /96 /93 /93 /92 /93 /i255 /97 /97 /97 /91 /98 /85 /99 /91 /86 /85 /98 /97 /94 /i255 /97 /97 /97 /91 /51 /56 /100 /83 /79 /53 /101 /94 /i255 /102 /57 /103 /i255 /86 /92 /85 /104 /85 /97 /93 /104 /93 /87 /93 /87 ATTACHMENT 13
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/109 /24 /110 /24 /i255 /111 /10 /1 /112/10 /2
/28 /8 /113 /7 /8 /114 /i255 /115/10 /116 /10 /17 /8 /19/112/10/9 /18 /11 /i255 /111 /111 /12 /27 /108 /117 /i255 /118 /10 /119 /120/9 /8 /17 /8 /121 /3 /i255/122/1/3 /123 /1 /19 /1 /i255 /12 /124/i255 /106 /27 /117 /117 /108 /124 /18 /18 /1 /119 /120 /10 /125 /i255/19 /17 /10 /1 /6 /10 /i255 /26 /15 /9 /125 /i255 /8 /16 /2 /i255 /126 /127 /124 /14 /13 /i255 /128 /i255 /13 /123 /129 /128 /29 /5 /123/0/13/123 /118 /124 /111 /i255 /14 /128 /118 /13 /i255 /124 /14 /14 /13 /14 /14/0/13/123 /118 /11 /i255 /130 /131 /18 /120 /10 /i255 /29 /10 /19 /8 /2 /18 /131 /132 /i255 /26 /8 /2 /i255 /18 /120 /10 /i255 /1 /7 /8 /116 /10 /133/112/10/9 /18 /15 /8 /9 /10 /125 /i255 /14 /16 /7 /134 /10 /119 /18 /i255 /126/2 /8 /19 /10 /2 /18 /3 /24 /118 /120 /15 /6 /i255 /2 /10 /19 /8/2 /18 /i255 /120 /1 /6 /i255 /7 /10 /10 /9 /i255 /19 /2 /10 /19 /1 /2 /10 /125 /i255 /7 /3 /i255 /5 /125 /15 /119 /i255 /26 /8 /2 /i255 /18 /120 /10 /i255 /12 /17 /15 /10 /9 /18 /i255 /16 /9 /125 /10 /2 /i255 /18 /120 /10 /i255 /19 /2 /8 /26 /10 /6 /6 /15 /8 /9 /1 /17 /i255 /6 /16 /19 /10 /2 /116 /15 /6 /15 /8 /9 /i255 /8 /26 /i255 /18 /120 /10 /i255 /19 /2 /15 /9 /119 /15 /19 /1 /17 /i255 /1 /9 /125 /107 /8 /2 /i255 /6 /10 /9 /15 /8 /2 /i255 /6 /18 /1 /26 /26 /i255 /114 /120 /8 /6 /10 /i255/6 /10 /1 /17 /130 /6 /132 /1 /9 /125 /i255 /6 /15 /121 /9 /1/18 /16 /2 /10 /6 /i255 /1 /19 /19 /10 /1 /2 /i255 /120 /10 /2 /10 /8 /9 /24 /i255 /123 /10 /15 /18 /120 /10 /2 /i255 /5 /125 /15 /119 /11 /i255 /9 /8 /2 /i255 /1 /9 /3 /i255 /6 /18 /1 /26 /26 /i255/112/10 /112/7/10 /2 /i255 /1 /6 /6 /15 /121 /9 /10 /125 /i255 /18 /8 /i255 /18 /120 /15 /6 /i255 /15 /9 /116 /10 /6 /18 /15 /121 /1 /18 /15 /8 /9 /i255 /120 /1 /6 /i255 /1 /9 /3 /i255 /15 /9 /18 /10 /2 /10 /6 /18 /i255 /8 /2 /i255 /119 /8 /9 /18 /10/112/19/17 /1 /18 /10 /125 /i255 /15/9 /18 /10 /2 /10 /6 /18 /11 /26 /15 /9 /1 /9 /119 /15 /1 /17 /i255 /8/2 /i255 /8 /18 /120 /10 /2 /114 /15 /6 /10 /11 /i255 /15 /9 /i255 /18 /120 /10 /i255 /6 /16 /7 /134 /10 /119 /18 /i255 /8 /2 /i255 /6 /16 /2 /2 /8 /16 /9 /125 /15 /9 /121 /i255 /19 /2 /8 /19 /10 /2 /18 /15 /10 /6 /11 /i255 /8 /2 /i255 /15 /9 /i255 /1 /9 /3 /i255 /10 /9 /18 /15 /18 /3 /i255 /114 /120 /15 /119 /120 /i255 /8 /114 /9 /6 /11 /i255 /17 /10 /1 /6 /10 /6 /11 /i255 /8 /2 /i255 /8 /119 /119 /16 /19 /15 /10 /6 /i255 /18 /120 /10 /i255 /6 /16 /7 /134 /10 /119 /18 /i255 /8 /2 /i255 /6 /16 /2 /2/8 /16 /9 /125 /15 /9 /121 /19 /2 /8 /19 /10 /2 /18 /15 /10 /6 /11 /i255 /1 /9 /125 /i255 /120 /1 /6 /i255 /9 /8 /i255 /19 /10 /2 /6 /8 /9 /1 /17 /i255 /7 /15 /1 /6 /i255 /114 /15 /18 /120 /i255 /2 /10 /6 /19 /10 /119 /18 /i255 /18 /8 /i255 /18 /120 /10 /i255 /19 /1 /2 /18 /15 /10 /6 /i255 /15 /9 /116 /8 /17 /116 /10 /125 /24 /118 /120 /10 /i255 /1 /6 /6 /10 /6/6/112/10/9 /18 /i255 /114 /1 /6 /i255 /119 /8 /9 /125 /16 /119 /18 /10 /125 /i255 /15 /9 /i255 /1 /i255/112/1/9 /9 /10 /2 /i255 /119 /8 /9 /6 /15 /6 /18 /10 /9 /18 /i255 /114 /15 /18 /120 /i255 /18 /120 /10 /i255 /17 /10 /116 /10 /17 /i255 /8 /26 /i255 /119 /1 /2 /10 /i255 /1 /9 /125 /i255 /6 /135 /15 /17 /17 /i255 /8 /2 /125 /15 /9 /1 /2 /15 /17 /3 /i255 /10 /113 /10 /2 /119 /15 /6 /10 /125 /i255 /7 /3 /i255/112/10 /112/7/10 /2 /6 /i255 /8 /26 /i255 /18 /120 /10 /i255 /19 /2 /8 /26/10 /6 /6 /15 /8 /9 /11 /1 /9 /125 /i255 /15 /9 /i255 /1 /119 /119/8 /2 /125 /1 /9 /119 /10 /i255 /114 /15 /18 /120 /i255 /121 /10 /9 /10 /2 /1 /17 /17 /3 /i255 /1 /119 /119 /10 /19 /18 /10 /125 /i255 /19 /2 /1 /119 /18 /15 /119 /10 /6 /i255 /8 /26 /i255 /8 /18 /120 /10 /2 /i255 /119 /8 /9 /6 /16 /17 /18 /1 /9 /18 /6 /i255 /119 /16 /2 /2 /10 /9 /18 /17 /3 /i255 /19 /2 /1 /119 /18 /15 /119 /15 /9 /121 /i255 /15 /9 /i255 /18 /120 /10 /i255 /6 /1/112/10/i255 /17 /8 /119 /1 /17 /15 /18 /3 /i255 /16 /9 /125 /10 /2 /i255 /6 /15/112/15/17 /1 /2 /i255 /119 /8/9 /125 /15 /18 /15 /8 /9 /6 /24 /123 /8 /i255 /8 /18 /120 /10 /2 /i255 /2 /10 /19 /2 /10 /6 /10 /9 /18 /1 /18 /15 /8 /9 /11 /i255 /10 /113 /19 /2 /10 /6 /6 /10 /125 /i255 /8 /2 /i255 /15/112/19/17 /15 /10 /125 /11 /i255 /1 /9 /125 /i255 /9 /8 /i255 /114 /1 /2 /2 /1 /9 /18 /3 /i255 /8 /2 /i255 /121 /16 /1 /2 /1 /9 /18 /10 /10 /i255 /15 /6 /i255/15 /9 /119 /17 /16 /125 /10 /125 /i255 /8 /2 /i255 /15 /9 /18 /10 /9 /125 /10 /125 /24 /i255 /118 /120 /10 /i255 /29 /10 /19 /8 /2 /18 /i255 /6 /19 /10 /1 /135 /6 /i255 /8 /9 /17 /3 /i255 /1 /6 /i255 /8 /26/i255 /15 /18 /6 /i255 /125 /1 /18 /10 /11 /15 /9 /i255 /18 /120 /10 /i255 /1 /7 /6/10 /9 /119 /10 /i255 /8 /26 /i255 /1 /i255 /6 /19 /10 /119 /15 /26 /15 /119 /i255 /114 /2 /15 /18 /18 /10 /9 /i255 /16 /19 /125 /1 /18 /10 /i255 /8 /26 /i255 /18 /120 /10 /i255 /29 /10 /19 /8 /2 /18 /11 /i255 /6 /15 /121 /9 /10 /125 /i255 /1 /9 /125 /i255 /125 /10 /17 /15 /116 /10 /2 /10 /125 /i255 /7 /3 /i255 /5 /125 /15 /119 /24 /118 /120 /10 /2 /10 /i255 /1 /2 /10/i255 /9 /8 /i255 /15 /9 /18 /10 /9 /125 /10 /125 /i255 /8 /2 /i255 /16 /9 /15 /9 /18 /10 /9 /125 /10 /125 /i255 /18 /120 /15 /2 /125 /i255 /19 /1 /2 /18 /3 /i255 /7 /10 /9 /10 /26 /15 /119 /15 /1 /2 /15 /10 /6 /i255 /18 /8 /i255 /18 /120 /15 /6 /i255 /29 /10 /19 /8 /2 /18 /11 /i255 /16 /9 /17 /10 /6 /6 /i255 /6 /19 /10 /119 /15 /26 /15 /119 /1 /17 /17 /3 /i255 /9 /1/112/10/125 /24 /i255 /5 /125 /15 /119 /i255 /15 /6 /i255 /1 /9 /i255 /15 /9 /125 /10 /19 /10 /9 /125 /10 /9 /18 /i255 /119 /8 /9/18 /2 /1 /119 /18 /8 /2 /11 /9 /8 /18 /i255 /1 /9 /i255 /10 /112/19 /17 /8 /3 /10 /10 /i255 /8 /26 /i255 /10 /15 /18 /120 /10 /2 /i255 /18 /120 /10 /i255 /15 /6 /6 /16 /10 /2 /i255 /8 /2 /i255 /18 /120 /10 /i255 /7 /8 /2 /2 /8 /114 /10 /2 /11 /i255 /1 /9 /125 /i255 /15 /18 /6 /i255 /119 /8/112/19/10 /9 /6 /1 /18 /15 /8 /9 /i255 /114 /1 /6 /i255 /9 /8 /18 /i255 /7 /1 /6 /10 /125 /i255 /8 /9 /i255 /18 /120 /10 /i255 /26 /15 /9 /125 /15 /9 /121 /6 /i255 /8 /2 /i255 /2 /10 /119 /8/112/112/10/9 /125 /1 /18 /15 /8 /9 /6 /i255/112/1/125/10 /i255 /15 /9 /i255 /18 /120 /10 /29 /10 /19 /8 /2 /18 /i255 /8 /2/i255 /8 /9 /i255 /18 /120 /10 /i255 /119 /17 /8 /6 /15 /9 /121 /i255 /8 /26 /i255 /1 /9 /3 /i255 /7 /16 /6 /15 /9 /10 /6 /6 /i255 /18 /2 /1 /9 /6 /1 /119 /18 /15 /8 /9 /24 /i255 /118 /120 /1 /9 /135 /i255 /3 /8 /16 /i255 /26 /8 /2 /i255 /18 /120 /10 /i255 /8 /19 /19 /8 /2 /18 /16 /9 /15 /18 /3 /i255 /18 /8 /i255 /19 /2 /10 /19 /1 /2 /10 /i255 /18 /120 /15 /6 /i255 /29 /10 /19 /8 /2 /18 /11 /i255 /1 /9 /125 /i255 /1 /6 /6 /15 /6 /18 /i255 /3 /8 /16 /i255 /114 /15 /18 /120 /i255 /18 /120 /15 /6/i255 /19 /2 /8 /134 /10 /119 /18 /24 /126 /17 /10 /1 /6 /10 /i255 /119 /1 /17/17 /i255 /16 /6 /i255 /15 /26 /i255 /3 /8 /16 /i255 /120 /1 /116 /10 /i255 /1 /9 /3 /i255 /136 /16 /10 /6 /18 /15 /8 /9 /6 /i255 /8 /2 /i255 /15 /26 /i255 /114 /10 /i255/112/1/3 /i255 /7 /10 /i255 /8 /26 /i255 /26 /16 /2 /18 /120 /10 /2 /i255 /1 /6 /6 /15 /6 /18 /1 /9 /119 /10 /24 /110 /3 /i255 /6 /15 /121 /9 /15 /9/121 /i255 /7 /10 /17 /8 /114 /11 /i255 /5 /125 /15 /119 /i255 /125 /10 /119 /17 /1 /2 /10 /6 /i255 /18 /120 /1 /18 /11 /i255 /18 /8 /i255 /18 /120 /10 /i255 /7 /10 /6 /18 /i255 /8 /26 /i255 /8 /16 /2 /i255 /19 /2 /8 /26 /10 /6 /6 /15 /8 /9 /1 /17 /i255 /135 /9 /8 /114 /17 /10 /125 /121 /10 /i255 /1 /9 /125 /i255 /7 /10 /17 /15 /10 /26 /11 /i255 /18 /120 /10 /i255 /16 /9 /125 /10 /2 /6 /15 /121 /9 /10 /125 /i255/112/10/10 /18 /i255 /18 /120 /10 /i255 /125 /10 /26 /15 /9 /15 /18 /15 /8 /9 /i255 /8 /26 /i255/1 /9 /13 /9 /116 /15 /2 /8 /9 /112/10 /9 /18 /1 /17 /i255 /126 /2 /8 /26 /10 /6 /6 /15 /8 /9 /1 /17 /i255 /1 /6 /i255 /125 /10 /26 /15 /9 /10 /125 /i255 /15 /9 /i255 /20 /21 /22 /23 /24 /22 /25 /i255 /8 /26 /i255 /27 /25 /i255 /12 /28 /29 /i255 /21 /22 /23 /i255 /1 /9 /125 /i255 /120 /1 /116 /10 /i255 /18 /120 /10 /i255 /6 /19 /10 /119 /15 /26 /15 /119 /i255 /136 /16 /1 /17 /15 /26 /15 /119 /1 /18 /15 /8 /9 /6 /i255 /7 /1 /6 /10 /125 /i255 /8 /9 /i255 /10 /125 /16 /119 /1 /18 /15 /8 /9 /11 /i255 /18 /2 /1 /15 /9 /15 /9 /121/11 /i255 /1 /9 /125 /10 /113 /19 /10 /2 /15 /10 /9 /119/10 /i255 /18 /8 /i255 /1 /6 /6 /10 /6 /6 /i255 /1 /i255 /19 /2 /8 /19 /10 /2 /18 /3 /i255 /8 /26 /i255 /18 /120 /10 /i255 /9 /1 /18 /16 /2 /10 /11 /i255 /120 /15 /6 /18 /8 /2 /3 /11 /i255 /1 /9 /125 /i255 /6 /10 /18 /18 /15 /9 /121 /i255 /8 /26 /i255 /18 /120 /10 /i255 /14 /16 /7 /134 /10 /119 /18 /i255 /126 /2 /8 /19 /10 /2 /18 /3 /24 /i255 /5 /125 /15 /119 /i255 /120 /1 /6 /i255 /125 /10 /116 /10 /17 /8 /19 /10 /125 /i255 /1 /9 /125 /i255 /19 /10 /2 /26 /8 /2/112/10/125 /i255 /18 /120 /10 /i255 /1/17 /17 /1 /19 /19 /2 /8 /19 /2 /15 /1/18 /10 /i255 /15 /9 /136 /16 /15 /2 /15 /10 /6 /i255 /15 /9 /i255 /119 /8 /9 /26 /8 /2/112/1/9 /119 /10 /i255 /114 /15 /18 /120 /i255 /18 /120 /10 /i255 /6 /18 /1 /9 /125 /1 /2 /125 /6 /i255 /1 /9 /125 /i255 /19 /2 /1 /119 /18 /15 /119 /10 /6 /i255 /6 /10 /18 /i255 /26 /8 /2 /18 /120 /i255 /15 /9 /i255 /27 /25 /i255 /12 /28 /29 /i255 /126 /1 /2 /18 /i255 /21 /22 /23 /24 /29 /10 /6 /19 /10 /119 /18 /26 /16/17 /17 /3 /i255 /14 /16 /7/112/15/18 /18 /10 /125 /11 ATTACHMENT 13
The ACORD name and logo are registered marks of ACORD

CERTIFICATE HOLDER
© 1988-2014 ACORD CORPORATION. All rights reserved.

ACORD 25 (2014/01)

AUTHORIZED REPRESENTATIVE

CANCELLATION

DATE (MM/DD/YYYY)

CERTIFICATE OF LIABILITY INSURANCE

LOCJECT

PRO-POLICY
GEN'L AGGREGATE L MIT APPLES PER:

OCCURCLAIMS-MADE

COMMERCIAL GENERAL LIABILITY
PREMISES (Ea occurrence) $

DAMAGE TO RENTED
EACH OCCURRENCE $
MED EXP (Any one person) $
PERSONAL & ADV INJURY $
GENERAL AGGREGATE $
PRODUCTS - COMP/OP AGG $
$RETENTIONDED

CLAIMS-MADE
OCCUR
$
AGGREGATE $
EACH OCCURRENCE $UMBRELLA LIAB

EXCESS LIAB
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSR

LTR TYPE OF INSURANCE POLICY NUMBER

POLICY EFF
(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY) LIMITS
PER

STATUTE
OTH-
ER
E.L. EACH ACC DENT
E.L. DISEASE - EA EMPLOYEE
E.L. DISEASE - POLICY LIMIT
$
$
$

ANY PROPRIETOR/PARTNER/EXECUTIVE
If yes, describe under
DESCR PTION OF OPERATIONS below
(Mandatory in NH)
OFFICER/MEMBER EXCLUDED?

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY Y / N

AUTOMOBILE LIABILITY

ANY AUTO

ALL OWNED SCHEDULED

HIRED AUTOS

NON-OWNED

AUTOS AUTOS
AUTOS

COMBINED SINGLE LIMIT
BODILY INJURY (Per person)
BODILY INJURY (Per accident)
PROPERTY DAMAGE $
$
$
$

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIO D INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSD
ADDL
WVD
SUBR
N / A
$
$
(Ea accident)
(Per accident)
OTHER:

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

INSURED
PHONE
(A/C, No, Ext)

PRODUCER

ADDRESS
E-MAIL
FAX
(A/C, No)

CONTACT
NAME
NAIC #

INSURER A

INSURER B

INSURER C

INSURER D

INSURER E

INSURER F

INSURER(S) AFFORDING COVERAGE

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.
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/g20/g15/g19/g19/g19/g15/g19/g19/g19
/g37/g51/g85/g82/g73/g72/g86/g86/g76/g82/g81/g68/g79/g47/g76/g68/g69/g76/g79/g76/g87/g92 /g5/g38/g79/g68/g76/g80/g86/g48/g68/g71/g72/g5
/g7/g24/g15/g19/g19/g19/g83/g72/g85/g70/g79/g68/g76/g80/g39/g72/g71 /g51/g36/g38/g40/g51/g22/g19/g26/g25/g21/g20/g20/g19/g18/g21/g20/g18/g21/g19/g20/g26/g20/g19/g18/g21/g20/g18/g21/g19/g20/g28/g40/g68/g70/g75/g38/g79/g68/g76/g80 /g36/g74/g74/g85/g72/g74/g68/g87/g72
/g54/g88/g69/g77/g72/g70/g87/g87/g82/g42/g47/g36/g74/g74 /g20/g15/g19/g19/g19/g15/g19/g19/g19
/g21/g15/g19/g19/g19/g15/g19/g19/g19
/g42/g72/g81/g72/g85/g68/g79/g44/g81/g73/g82/g85/g80/g68/g87/g76/g82/g81/g50/g81/g79/g92 /g42/g72/g81/g72/g85/g68/g79/g44/g81/g73/g82/g85/g80/g68/g87/g76/g82/g81/g50/g81/g79/g92 ATTACHMENT 13
ODIC En vironmental

TABLE OF CONTENTS
EXECUTIVE SUMMARY ..................................................................................................................................... 2

1.0 INTRODUCTION .......................................................................................................................................... 5

2.0 PROPERTY DESCRIPTION ......................................................................................................................... 11

2.1 Project Information........................................................................................................................ 11

2.2 Property Improvements ................................................................................................................ 12

2.3 Property Occupants & Use ........................................................................................................... 13

2.4 Municipal Services & Utilities........................................................................................................ 13

2.5 Physical Setting ............................................................................................................................ 13

3.0 PROPERTY RECONNAISSANCE ................................................................................................................. 15

3.1 Limiting Conditions ....................................................................................................................... 15

3.2 Property Reconnaissance............................................................................................................. 15

3.3 Detailed Description of Site Reconnaissance and Environmental Conditions ............................. 16

3.4 Current Uses of Adjacent Properties ............................................................................................16

3.5 Non-Scope (Non-ASTM) Considerations ..................................................................................... 17

4.0 PROPERTY AND VICINITY HISTORY ........................................................................................................... 22

4.1 Previous Environmental Reports ..................................................................................................2 2

4.2 Sanborn Map Company Fire Insurance Maps.............................................................................. 24

4.3 Historical Aerial Photographs ....................................................................................................... 26

4.4 Local Street Directories / Historical City Directories ..................................................................... 28

4.5 City/County Building Department, Zoning/Land Use, Property Tax Records, Profiles................. 29

4.6 Historical Topographic Maps ........................................................................................................ 32

4.7 Oil & Gas Maps............................................................................................................................. 32

4.8 Other Historical Records............................................................................................................... 32

5.0 STANDARD ENVIRONMENTAL RECORDS RESEARCH.................................................................................. 34

5.1 Procedure ..................................................................................................................................... 34

5.2 Property Listing(s)......................................................................................................................... 34

5.3 Surrounding Sites: Federal Agency Listings................................................................................. 37

5.4 Surrounding Sites: State Agency Listings .................................................................................... 38

5.5 Vapor Encroachment Condition....................................................................................................4 2

6.0 USER PROVIDED INFORMATION ................................................................................................................ 44

6.1 User Provided Information ............................................................................................................ 44

6.2 Preliminary Title Report or Land Title Records............................................................................. 46

6.3 Interviews...................................................................................................................................... 46

7.0 CONCLUSIONS......................................................................................................................................... 47

8.0 RECOMMENDATIONS AND OPINIONS ......................................................................................................... 48

9.0 REFERENCES .......................................................................................................................................... 51 APPENDIX A–P ROPERTY LOCATION MAP &P LOT PLAN
APPENDIX B–P ROPERTY &V ICINITY PHOTOGRAPHS
APPENDIX C–D ATABASE REPORT
APPENDIX D–H ISTORICAL RECORDS SEARCH
APPENDIX E–P UBLIC AGENCY RECORDS /O THER RELEVANT DOCUMENTS APPENDIX F–Q UALIFICATION OF ENVIRONMENTAL PROFESSIONAL ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g21/g3/g177/g3
ODIC Environmental

EXECUTIVE SUMMARY
ODIC Environmental (hereinafter ref erred to as ODIC) performed a /g51/g75/g68/g86/g72/g3 /g44/g3 /g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3 /g54/g76/g87/g72/g3 /g36/g86/g86/g72/g86/g86/g80/g72/g81/g87(hereinafter /g51/g75/g68/g86/g72/g3/g44/g3/g40/g54/g36or /g53/g72/g83/g82/g85/g87) of the subject property (hereinafter referred to as the Property) in conformance with the scope and limitat ions of ASTM Standard Practice E1527-13. Any exceptions to or deletions from this practice are describ ed in the individual sections of this Report. A summary of findings is provided below:

REPORT COMPONENT SUMMARY OF FINDINGS
Current Property
Address(es)
The Property address is 711, 731, 743, 803, 819, 823, and 825 1 st Street and 718 and 730 Water Street, Napa, Napa County, CA 94559.
/g13/g20/g86/g87/g3/g54/g87/g85/g72/g72/g87/g3/g75/g68/g86/g3/g68/g79/g86/g82/g3/g69/g72/g72/g81/g3/g85/g72/g73/g72/g85/g85/g72/g71/g3/g87/g82/g3/g68/g86/g3/g41/g76/g85/g86/g87/g3/g54/g87/g85/g72/g72/g87 Property
Description
The Property is located on the south side of 1 st Street between Soscol Avenue to the west and McKinstry Street to the east. Water Street is south of the Property. It consists of se ven parcels totaling 0.87 acres that is divided by a railroad that is owned by the Napa Valley Wine Train LLC. Therefore, for description purposes, the Pr operty will be referred to as the West Property to indicate the four parcels /g90/g72/g86/g87of the railroad tracks and the East Property to indicate the three parcels /g72/g68/g86/g87of the railroad tracks.

The West Property consists of four parcels with a total square footage of 15,964 or 0.37 acres that are assign ed the addresses of 80 3, 819, 823, and 825 1 st Street. The West Property is a vacant commercial lot. There are no improvements.

Summary of
Property
Reconnaissance
Site reconnaissance revealed no ev idence of underground storage tanks, clarifiers, sumps, hazard ous materials, or other environmental concerns.

However, 731 1 st Street was identified as a historical dry cleaning facility that operated an onsite dry cleaning machine from 2003 to 2014. Due to the building being remodeled into a brewery and taproom, no evidence of the former dry cleaning operations were observed.

REPORT COMPONENT SUMMARY OF FINDINGS
Historical Use of
the Property and
Vicinity
West Property
The West Property was developed with fo ur residential dwellings and storage sheds in 1886. By 1891, one of the dwel lings was replaced with the Hotel Di Genova. The hotel was later renamed the Lombardo Hotel until it was demolished in 1967. The West Property remained relatively unchanged until the mid-1950s when t wo of the residential dwellings were removed. In the late 1960s, all improvements on the West Property were demolished. Since then, it has remained a vacant commercial lot.

East Property
The East Property was developed with six residential dwellings and storage sheds in 1886 that included the four current buildings. In the 1940s, a restaurant building was constructed at the west side of the East Property replacing two of the dwellings. By the 1950s, the restaurant was converted into a furniture store known as First Street Furniture Store that operated into the 1970s. This building later became an off ice and plumbing showroom until it was demolished in 2009 to rebuild the railro ad bridge and railroad tracks. In 1982, the residential dwelling at 731 1st Street was converted to a commercial use and was occupied by a possible dry cleaners known as Valet Cleaner & Tailor until 1988 followed by Ye Olde Valet Shoppe from the late 1980s through the 1990s.

From 2003 to 2014, Adam’s Cleaners operated a dry clean ers with an onsite dry cleaning machine that uses perc hloroethylene (PCE). In 2017, Trade Brewing moved into the building. The residential dwellings at 711 1st Street, 718 Water Street, and 730 Water Street have remained relatively unchanged since the 1880s.

Site Vicinity
In 1886, the site vicinity was deve loped with a wine cellar, grocery store, a blacksmith and residential dwellings to the north, a laundry business to the south, a residential dwelling to the west, and a lodging building to the east. By 1891, the wine cellar was replaced with a hay and grain warehouse and the residential dwelling to the west was redeveloped with the Thomson Houston Light Company that had a coal house and a tram way that traversed the Napa River. In 1910, the hay and grain warehouse became a vacant lot and the grocery store was converted unto the Roma Hotel. The blacksmith and residential dwellings on the north side 1 st Street and to the east of the Property remained, the Thomson Houston Light Company became the Napa Pump & Manufacturing Company with a machine shop and a foundry, and the tramway was removed. The site vicinity remained relatively unchanged until the 1960s when the blacksmith was replaced with the current commercial buildings, the west-adjacent site became a mach ine shop, and the southeast- adjacent building was developed as a truck and equipment repair building. Between the 1970s and the 1980s, a bridge for Sosc ol Avenue was constructed across the Napa River and the west -adjacent machine shop became part of Soscol Avenue. The site vicinity remained re latively unchanged until 2007 when a nearby auto repair and tire facility at the northeast corner of 1 st Street and McKinstry Street was converted into the Oxbow Public Market. In 2009 the railroad bridge was replaced with the c urrent bridge by the Napa Valley Wine Train LLC. Since 2009, the immediate si te vicinity has remained relatively unchanged.

REPORT COMPONENT SUMMARY OF FINDINGS
Federal, State, and
Local Agency
Records Research
The Property address of 731 1 st (First) Street is identified in the RCRA-SQG, FINDS, NCDEH, DTSC HWTS, and EDR Hi storical Cleaners databases. EDR identified 731 1st Street as being Valet Cleaner & Tailor in 1986- 1988, Ye Olde Valet Shoppe from 1989 -1994, and Adam’s Cleaners from 2004- 2013. Refer to Section 5.2 Property Listings for detailed information.

Potential Off-site
Concerns
Former Cleaners – 712-714 1st Street
A former dry cleaners known as Valet Cleaners & Tailors at 712 -714 1st Street was located approximately 90 feet to the north of the Property. It was identified as having operated from 1965 to 1985. It is unknown if this site was a dry cleaning plant or a drop -off location. Moreover, this site is located up- gradient from the Property and groundwater in the si te vicinity was identified as flowing to the southwest, towards the Propert y and the Napa River. Therefore, a potential vapor intrusion condition (VIC) exists from to the Valet Cleaners & Tailors north-adjacent site.

Non-Scope Items
Unless the /g38/g79/g76/g72/g81/g87contracted ODIC to investigate specific Non-Scope or Non- CERCLA items, evaluation of Non-Scope or Non-CERCLA items , including those addressed in Section 3.5 of this Re port, is neither required nor relevant for compliance with the AAI Rule or E1527-13.

Inaccessible or Un-
surveyed Portions
of the Property
Full access to the entire Property was provided to ODIC, and there were no notable portions of the Property excluded from the survey and field inspection.

Significant Data
Gap
A Phase II Subsurface Investigation was conducted in 2014 at the Property, specifically 731 1 st Street, by BSK Associates due to the building being identified as a former dry cleaning faci lity. BSK advanced two borings, B1 and B2, outside the buildings because interior access was not granted for their subsurface investigation. Although no conta minants of concerns were identified by BSK, since no borings were advanced inside the dry cleaning building and down-gradient, ODIC believes that the pote ntial for soil, groundwater, and soil vapor contamination remains onsite and a significant data gap exists.

Conclusion
REC identified: Yes No
HREC identified: Yes No
CREC identified: Yes No
Significant data gap identified: Yes No
For detailed discussion of Recognized Environmental Conditions (RECs), Historical Recognized Environmental Conditions ( HRECs), and/or Controlled Recognized Environmental Conditions (CRECs) in connection wit h the Property, see Section 8.0 of this /g53/g72/g83/g82/g85/g87.

Recommendations
and Opinions Refer to Section 8.0 for ODIC's professional opinions and recommendations.

1.0 INTRODUCTION
ODIC Environmental (ODIC) performed a /g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87(hereinafter referred as " /g51/g75/g68/g86/g72/g3/g44/g3/g40/g54/g36/g180/g3/g82/g85/g3/g179/g53/g72/g83/g82/g85/g87/g5) of the Property in conformance with the scope and limitations of the/g3/g36/g54/g55/g48/g3/g44/g81/g87/g72/g85/g81/g68/g87/g76/g82/g81/g68/g79, formerly known as the /g36/g80/g72/g85/g76/g70/g68/g81/g3/g54/g82/g70/g76/g72/g87/g92/g3/g73/g82/g85/g3/g55/g72/g86/g87/g76/g81/g74/g3/g68/g81/g71/g3/g48/g68/g87/g72/g85/g76/g68/g79/g86/g3/g11/g36/g54/g55/g48/g12/g15/g3 /g54/g87/g68/g81/g71/g68/g85/g71/g3/g51/g85/g68/g70/g87/g76/g70/g72/g3/g73/g82/g85/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g86/g29/g3/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g51/g85/g82/g70/g72/g86/g86/g15/g3 /g36/g54/g55/g48/g3/g39/g72/g86/g76/g74/g81/g68/g87/g76/g82/g81/g3/g40/g20/g24/g21/g26/g16/g20/g22/g17 This /g53/g72/g83/g82/g85/g87documents the methods and findings of the /g51/g75/g68/g86/g72/g3/g44/g3/g40/g54/g36performed in general conformance with the scope and limitations of ASTM Standard Pr actice E1527-13 and the Environmental Protection Agency Standards and Practices for All Appropriate Inquiries (40 CFR Part 312) for the Property.

This /g53/g72/g83/g82/g85/g87has been prepared by ODIC for the /g38/g79/g76/g72/g81/g87under the professional supervision of the principal and/or senior staff whose seal(s) and signature(s) appear hereon. Nei ther ODIC, nor any staff member assigned to this investigation has any interest or contemplated interest, financial or otherwise, in the subject or surrounding properties, or in any entity which owns, leases, or occupies the subject or surrounding properties or which may be responsible for environmental issues identified during the course of this investigation, and has no personal bias with respect to the parties involved.

PURPOSE AND OBJECTIVE
The purpose of this practice is to define good comm ercial and customary practice for conducting an /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g86/g76/g87/g72/g3/g68/g86/g86/g72/g86/g86/g80/g72/g81/g87of a parcel(s) of /g70/g82/g80/g80/g72/g85/g70/g76/g68/g79/g3/g85/g72/g68/g79/g3/g72/g86/g87/g68/g87/g72/g3with respect to the range of contaminants within the scope of Comprehensive Envi ronmental Response, Compensation and Liability Act (CERCLA) (42 U.S.C. §9601) and /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3/g83/g85/g82/g71/g88/g70/g87/g86. As such, this practice is intended to permit a /g56/g86/g72/g85/g3/g11/g38/g79/g76/g72/g81/g87/g15/g3/g51/g88/g85/g70/g75/g68/g86/g72/g85/g15/g3/g47/g72/g81/g71/g72/g85/g15/g3/g50/g90/g81/g72/g85/g12/g3to satisfy one of the requirements to qualify for the /g76/g81/g81/g82/g70/g72/g81/g87/g3 /g79/g68/g81/g71/g82/g90/g81/g72/g85, /g70/g82/g81/g87/g76/g74/g88/g82/g88/g86/g3/g83/g85/g82/g83/g72/g85/g87/g92/g3/g82/g90/g81/g72/g85, or /g69/g82/g81/g68/g3/g73/g76/g71/g72/g3/g83/g85/g82/g86/g83/g72/g70/g87/g76/g89/g72/g3/g83/g88/g85/g70/g75/g68/g86/g72/g85/g3limitations on CERCLA liability (hereinafter, the “ /g79/g68/g81/g71/g82/g90/g81/g72/g85/g3/g79/g76/g68/g69/g76/g79/g76/g87/g92/g3/g83/g85/g82/g87/g72/g70/g87/g76/g82/g81/g86,” or “ /g47/g47/g51/g86”): that is, the practice that constitutes “ /g68/g79/g79/g3 /g68/g83/g83/g85/g82/g83/g85/g76/g68/g87/g72/g3/g76/g81/g84/g88/g76/g85/g92/g3into the previous ownership and uses of the /g51/g85/g82/g83/g72/g85/g87/g92/g3consistent with good commercial or customary practice” as defined at 42 U.S.C. §9601(35)(B).

Another purpose of this /g51/g75/g68/g86/g72/g3/g44/g3/g40/g54/g36/g3is to assist the /g3/g38/g79/g76/g72/g81/g87/g3in its underwriting of a proposed mortgage loan on the Property, if this /g53/g72/g83/g82/g85/g87is prepared as a part of a pre-financing environmental due diligence, and to identify /g53/g72/g70/g82/g74/g81/g76/g93/g72/g71/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g38/g82/g81/g71/g76/g87/g76/g82/g81/g86 /g11/g53/g40/g38/g86/g12/g3in connection with the Property described in this /g53/g72/g83/g82/g85/g87.

ASTM Standard Practice E1527-13 defines /g68/g3 /g53/g72/g70/g82/g74/g81/g76/g93/g72/g71/g3 /g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3 /g38/g82/g81/g71/g76/g87/g76/g82/g81/g3 /g11/g53/g40/g38/g12as the presence or likely presence of any /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3/g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3or /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3/g83/g85/g82/g71/g88/g70/g87/g86/g3in, on, or at a /g83/g85/g82/g83/g72/g85/g87/g92:
(/g20) due to /g85/g72/g79/g72/g68/g86/g72/g3/g87/g82/g3/g87/g75/g72/g3/g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87; (/g21) under conditions indicative of a /g85/g72/g79/g72/g68/g86/g72/g3to the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87; or (/g22) under conditions that pose a /g80/g68/g87/g72/g85/g76/g68/g79/g3/g87/g75/g85/g72/g68/g87/g3of a future /g85/g72/g79/g72/g68/g86/g72/g3to the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87. Conditions determined to be /g71/g72/g3/g80/g76/g81/g76/g80/g76/g86/g3generally do not present a threat to human health or the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g3and that generally would not be the subject of an enforcem ent action if brought to the attention of appropriate governmental agencies. Conditions determined to be /g71/g72/g3 /g80/g76/g81/g76/g80/g76/g86/g3 /g70/g82/g81/g71/g76/g87/g76/g82/g81/g86/g3are not /g53/g72/g70/g82/g74/g81/g76/g93/g72/g71/g3 /g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g38/g82/g81/g71/g76/g87/g76/g82/g81/g86/g3or /g38/g82/g81/g87/g85/g82/g79/g79/g72/g71/g3/g53/g72/g70/g82/g74/g81/g76/g93/g72/g71/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g38/g82/g81/g71/g76/g87/g76/g82/g81/g86.

AC /g82/g81/g87/g85/g82/g79/g79/g72/g71/g3/g53/g72/g70/g82/g74/g81/g76/g93/g72/g71/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g38/g82/g81/g71/g76/g87/g76/g82/g81/g3/g11/g38/g53/g40/g38/g12/g3is/g3a /g53/g72/g70/g82/g74/g81/g76/g93/g72/g71/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g38/g82/g81/g71/g76/g87/g76/g82/g81/g3 resulting from a past /g85/g72/g79/g72/g68/g86/g72/g3of /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3/g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3or /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3/g83/g85/g82/g71/g88/g70/g87/g86/g3that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3/g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3or /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3/g83/g85/g82/g71/g88/g70/g87/g86/g3allowed to remain in place subject to the implementation of required controls (for example, /g83/g85/g82/g83/g72/g85/g87/g92/g3/g88/g86/g72/g3/g85/g72/g86/g87/g85/g76/g70/g87/g76/g82/g81/g86, /g68/g70/g87/g76/g89/g76/g87/g92/g3/g68/g81/g71/g3/g88/g86/g72/g3/g79/g76/g80/g76/g87/g68/g87/g76/g82/g81/g86, /g76/g81/g86/g87/g76/g87/g88/g87/g76/g82/g81/g68/g79/g3/g70/g82/g81/g87/g85/g82/g79/g86, or /g72/g81/g74/g76/g81/g72/g72/g85/g76/g81/g74/g3/g70/g82/g81/g87/g85/g82/g79/g86).

ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g25/g3/g177/g3
ODIC Environmental
A/g3/g43/g76/g86/g87/g82/g85/g76/g70/g68/g79/g3/g53/g72/g70/g82/g74/g81/g76/g93/g72/g71/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g38/g82/g81/g71/g76/g87/g76/g82/g81/g3/g11/g43/g53/g40/g38/g12/g3is /g68/g3past /g85/g72/g79/g72/g68/g86/g72/g3of any /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3/g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3 or /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3/g83/g85/g82/g71/g88/g70/g87/g86/g3that has occurred in connection with the /g51/g85/g82/g83/g72/g85/g87/g92/g3and has been addressed to the satisfaction of the applicable regu latory authority or meeting unrest ricted use criteria established by a regulatory authority, without subjecting the /g51/g85/g82/g83/g72/g85/g87/g92/g3to any required controls (for example, property /g3use restrictions, /g68/g70/g87/g76/g89/g76/g87/g92/g3/g68/g81/g71/g3/g88/g86/g72/g3/g79/g76/g80/g76/g87/g68/g87/g76/g82/g81/g86, /g76/g81/g86/g87/g76/g87/g88/g87/g76/g82/g81/g68/g79/g3/g70/g82/g81/g87/g85/g82/g79/g86, or /g72/g81/g74/g76/g81/g72/g72/g85/g76/g81/g74/g3/g70/g82/g81/g87/g85/g82/g79/g86). /g3 /g3
/g53/g72/g73/g72/g85/g72/g81/g70/g72/g71/g3/g39/g82/g70/g88/g80/g72/g81/g87/g86/g3/g73/g82/g85/g3/g36/g54/g55/g48/g3/g54/g87/g68/g81/g71/g68/g85/g71/g3/g51/g85/g68/g70/g87/g76/g70/g72 /g40/g20/g24/g21/g26/g16/g20/g22/g29/g3 /g3
/g120/g36/g54/g55/g48/g3/g40/g21/g19/g28/g20/g3/g42/g88/g76/g71/g72/g3/g73/g82/g85/g3/g56/g86/g72/g3/g82/g73/g3/g36/g70/g87/g76/g89/g76/g87/g92/g3/g68/g81/g71/g3/g56/g86/g72/g3/g47/g76/g80/g76/g87/g68/g87/g76/g82/g81/g86/g15/g3/g44/g81/g70/g79/g88/g71/g76/g81/g74/g3/g44/g81/g86/g87/g76/g87/g88/g87/g76/g82/g81/g68/g79/g3/g68/g81/g71/g3/g40/g81/g74/g76/g81/g72/g72/g85/g76/g81/g74/g3 /g38/g82/g81/g87/g85/g82/g79/g86/g3
/g120/g36/g54/g55/g48/g3/g40/g21/g25/g19/g19/g3/g42/g88/g76/g71/g72/g3/g73/g82/g85/g3/g57/g68/g83/g82/g85/g3/g40/g81/g70/g85/g82/g68/g70/g75/g80/g72/g81/g87/g3/g54/g70/g85/g72/g72/g81/g76/g81/g74/g3/g82/g81/g3/g51/g85/g82/g83/g72/g85/g87/g92/g3/g44/g81/g89/g82/g79/g89/g72/g71/g3/g76/g81/g3/g53/g72/g68/g79/g3/g40/g86/g87/g68/g87/g72/g3 /g55/g85/g68/g81/g86/g68/g70/g87/g76/g82/g81/g86/g3
/g120/g38/g82/g80/g83/g85/g72/g75/g72/g81/g86/g76/g89/g72/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g53/g72/g86/g83/g82/g81/g86/g72/g15/g3/g38/g82/g80/g83/g72/g81/g86/g68/g87/g76/g82/g81/g15/g3/g68/g81/g71/g3/g47/g76/g68/g69/g76/g79/g76/g87/g92/g3/g36/g70/g87/g3/g82/g73/g3/g20/g28/g27/g19/g3/g11/g179/g38/g40/g53/g38/g47/g36/g180/g3/g82/g85/g3 /g179/g54/g88/g83/g72/g85/g73/g88/g81/g71/g180/g12/g15/g3/g68/g86/g3/g68/g80/g72/g81/g71/g72/g71/g3/g69/g92/g3/g54/g88/g83/g72/g85/g73/g88/g81/g71/g3/g36/g80/g72/g81/g71/g80/g72/g81/g87/g86/g3/g68/g81/g71/g3/g53/g72/g68/g88/g87/g75/g82/g85/g76/g93/g68/g87/g76/g82/g81/g3 /g120/g36/g70/g87/g3/g82/g73/g3/g20/g28/g27/g25/g3/g11/g179/g54/g36/g53/g36/g180/g12/g3/g68/g81/g71/g3/g54/g80/g68/g79/g79/g3/g37/g88/g86/g76/g81/g72/g86/g86/g3/g47/g76/g68/g69/g76/g79/g76/g87/g92/g3/g53/g72/g79/g76/g72/g73/g3/g68/g81/g71/g3/g37/g85/g82/g90/g81/g73/g76/g72/g79/g71/g86/g3/g53/g72/g89/g76/g87/g68/g79/g76/g93/g68/g87/g76/g82/g81/g3/g36/g70/g87/g3/g82/g73/g3/g21/g19/g19/g21/g3 /g11/g179/g37/g85/g82/g90/g81/g73/g76/g72/g79/g71/g86/g3/g36/g80/g72/g81/g71/g80/g72/g81/g87/g86/g180/g12/g15/g3/g23/g21/g3/g56/g17/g54/g17/g38/g17/g3/g134/g134/g28/g25/g19/g20/g3/g72/g87/g3/g86/g72/g84/g17/g3 /g120/g40/g80/g72/g85/g74/g72/g81/g70/g92/g3/g51/g79/g68/g81/g81/g76/g81/g74/g3/g68/g81/g71/g3/g38/g82/g80/g80/g88/g81/g76/g87/g92/g3/g53/g76/g74/g75/g87/g16/g55/g82/g16/g46/g81/g82/g90/g3/g36/g70/g87/g3/g82/g73/g3/g20/g28/g27/g25/g3/g11/g179/g40/g51/g38/g53/g36/g180/g12/g15/g3/g23/g21/g3/g56/g17/g54/g17/g38/g17/g3/g134/g134/g20/g20/g19/g19/g20/g3/g72/g87/g3 /g86/g72/g84/g17/g3
/g120/g41/g85/g72/g72/g71/g82/g80/g3/g82/g73/g3/g44/g81/g73/g82/g85/g80/g68/g87/g76/g82/g81/g3/g36/g70/g87/g15/g3/g24/g3/g56/g17/g54/g17/g38/g17/g3/g134/g24/g24/g21/g15/g3/g68/g86/g3/g68/g80/g72/g81/g71/g72/g71/g3/g69/g92/g3/g51/g88/g69/g79/g76/g70/g3/g47/g68/g90/g3/g49/g82/g17/g3/g20/g19/g23/g16/g21/g22/g20/g15/g3/g20/g20/g19/g3/g54/g87/g68/g87/g17/g3/g22/g19/g23/g27/g3 /g120/g53/g72/g86/g82/g88/g85/g70/g72/g3/g38/g82/g81/g86/g72/g85/g89/g68/g87/g76/g82/g81/g3/g68/g81/g71/g3/g53/g72/g70/g82/g89/g72/g85/g92/g3/g36/g70/g87/g3/g11/g68/g79/g86/g82/g3/g85/g72/g73/g72/g85/g85/g72/g71/g3/g87/g82/g3/g68/g86/g3/g87/g75/g72/g3/g54/g82/g79/g76/g71/g3/g58/g68/g86/g87/g72/g3/g39/g76/g86/g83/g82/g86/g68/g79/g3/g36/g70/g87/g12/g15/g3/g68/g86/g3 /g68/g80/g72/g81/g71/g72/g71/g3/g11/g179/g53/g38/g53/g36/g180/g12/g15/g3/g23/g21/g3 /g120/g56/g17/g54/g17/g38/g3/g134/g25/g28/g19/g20/g3/g72/g87/g3/g86/g72/g84/g17/g3 /g120/g179/g36/g79/g79/g3/g36/g83/g83/g85/g82/g83/g85/g76/g68/g87/g72/g3/g44/g81/g84/g88/g76/g85/g76/g72/g86/g180/g3/g41/g76/g81/g68/g79/g3/g53/g88/g79/g72/g15/g3/g23/g19/g3/g38/g17/g41/g17/g53/g17/g3/g51/g68/g85/g87/g3/g22/g20/g21/g3/g38/g75/g68/g83/g87/g72/g85/g3/g20/g3/g40/g51/g36/g15/g3/g54/g88/g69/g70/g75/g68/g83/g87/g72/g85/g3/g45/g16/g54/g88/g83/g72/g85/g73/g88/g81/g71/g15/g3 /g40/g80/g72/g85/g74/g72/g81/g70/g92/g3
/g120/g51/g79/g68/g81/g81/g76/g81/g74/g15/g3/g68/g81/g71/g3/g38/g82/g80/g80/g88/g81/g76/g87/g92/g3/g53/g76/g74/g75/g87/g16/g55/g82/g16/g46/g81/g82/g90/g3/g51/g85/g82/g74/g85/g68/g80/g86/g15/g3/g23/g19/g3/g38/g17/g41/g17/g53/g3/g51/g68/g85/g87/g86/g3/g22/g19/g19/g16/g22/g28/g28/g3/g49/g68/g87/g76/g82/g81/g68/g79/g3/g50/g76/g79/g3/g68/g81/g71/g3 /g43/g68/g93/g68/g85/g71/g82/g88/g86/g3/g54/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3/g51/g82/g79/g79/g88/g87/g76/g82/g81/g3/g38/g82/g81/g87/g76/g81/g74/g72/g81/g70/g92/g3/g51/g79/g68/g81/g15/g3/g23/g19/g3/g38/g17/g41/g17/g53/g17/g3/g51/g68/g85/g87/g3/g22/g19/g19/g3 /g120/g50/g54/g43/g36/g3/g43/g68/g93/g68/g85/g71/g3/g38/g82/g80/g80/g88/g81/g76/g70/g68/g87/g76/g82/g81/g3/g53/g72/g74/g88/g79/g68/g87/g76/g82/g81/g15/g3/g21/g28/g3/g38/g17/g41/g17/g53/g17/g3/g134/g20/g28/g20/g19/g17/g20/g21/g19/g19/g3

SCOPE OF WORK
This /g53/g72/g83/g82/g85/g87was prepared for the exclusive use of the /g38/g79/g76/g72/g81/g87/g3/g82/g85/g3/g56/g86/g72/g85/g3/g82/g73/g3/g87/g75/g76/g86/g3/g53/g72/g83/g82/g85/g87. The information reported was obtained through sources deemed reason ably ascertainable, as defined in ASTM Standard Practice E1527-13; a visual survey of areas readily observable, easily accessible or made accessible by the Property contact, and interviews with owners, ag ents, occupants, or other appropriate persons involved with the Property. Municipal information was obtained through file reviews of reasonably ascertainable standard government rec ord sources, and interviews with the authorities having jurisdiction over the Property. Findings, conclusions, and recommendations included in the /g53/g72/g83/g82/g85/g87are based on our visual observations in the field, the municipal info rmation reasonably obtained, information provided by /g3 the /g38/g79/g76/g72/g81/g87/g3/g11/g82/g85/g3/g56/g86/g72/g85/g12, and/or a review of readily available and supplied documents.

The scope of work for this /g51/g75/g68/g86/g72/g3/g44/g3/g40/g54/g36is in general accordance wi th the requirements of ASTM Standard Practice E 1527-13. This assessment includ ed: 1) Property and adjacent site reconnaissance; 2) interviews with key personnel; 3) a review of stan dard historical sources; 4) a review of standard regulatory agency records; and 5) a review of a re gulatory database report provided by a third-party company such as Environmental Data Resources (EDR).

LIMITATIONS AND EXCEPTIONS
ODIC renders no opinion as to the Property condition at un-surveyed and/or inaccessible portions of the Property, which are described below. ODIC relies completely on the information, whether written, graphic or verbal, provided by the Property contact or as sh own on any documents reviewed or received from the Property contact, owner or agent, or municipal source, and assumes that information to be true and correct. The observations in this /g53/g72/g83/g82/g85/g87/g3are valid on the date of the survey . Where access to portions of the Property or to structures on the Property was unavailable or limited, ODIC renders no opinion as to ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g26/g3/g177/g3
ODIC Environmental
the presence of petroleum products or hazardous subs tances in that portion of the Property or structure.

In addition, ODIC renders no opinion as to the presence of, or indirect evidence relating to, petroleum products or hazardous substances where direct observatio n of the interior walls, floor, or ceiling of a structure was obstructed by objects or coverings on or over these surfaces.

The conclusions provided by ODIC are based on the information obtain ed by visual survey of the Property, and information provided by agents repres enting the Property, or agents of the owner. In addition, ODIC has relied on certain information provided by st ate and other referenced parties, and on information contained in the files of federal, state and/or local agencies available to ODIC at the time of the assessment. Although there ma y have been some degree of overlap in the information provided by these various sources, ODIC did not attempt to indepen dently verify the accuracy or completeness of all information reviewed or received during the course of these Environmental Services.

CERCLA Requirements Other Than /g36/g79/g79/g3/g36/g83/g83/g85/g82/g83/g85/g76/g68/g87/g72/g3/g44/g81/g84/g88/g76/g85/g92(ASTM Standard Practice E1527-13 1.1.3) - This practice does not address whet her requirements in addition to /g36/g79/g79/g3/g36/g83/g83/g85/g82/g83/g85/g76/g68/g87/g72/g3/g44/g81/g84/g88/g76/g85/g76/g72/g86/g3have been met in order to qualify for the /g47/g47/g51/g86/g3(specified in 42 U.S.C. §9607(b)(3)(a) and (b) including the continuing obligation not to impede the integrity and effectiveness of /g36/g70/g87/g76/g89/g76/g87/g92/g3/g68/g81/g71/g3/g56/g86/g72/g3/g47/g76/g80/g76/g87/g68/g87/g76/g82/g81/g86), or the duty to take reasonable steps to prevent releases, or the duty to comply with legally required release reporting obligations).

It is acknowledged that ODIC’S judgments shall not be based on scientific or technical tests or procedures beyond the Scope of Services or beyond the ti me and budgetary constraints imposed by the /g38/g79/g76/g72/g81/g87. It is acknowledged further that ODIC’ S conclusions shall not rest on pure science but on such considerations as economic feasib ility and available alternatives. The /g38/g79/g76/g72/g81/g87also acknowledges that, because geologic and soil formations are inherently random, variable , and indeterminate in nature, the conclusions and opinion of this /g53/g72/g83/g82/g85/g87are not guaranteed to be a representation of actual conditions on the Property, which are also subject to change with time as a resu lt of natural or man-made processes, including water permeation.

In performing the Services, ODIC shall use that the degree of care and skill ordinarily exercised by environmental consultants or engineers performing similar services in the same or similar locality. The standard of care shall be determined solely at the time the Services are rendered and not according to standards utilized or in effect at a later date. The Services shall be rendered without any other warranty, expressed or implied, including, without limitation, th e warranty of merchantability and the warranty of fitness for a particular purpose.

It should be noted that certain conditions may not have been reasonably identifiable or ascertainable from the available information during the course of this /g53/g72/g83/g82/g85/g87. ODIC assumes that information obtained from the record review and the interviews concerning th e Property is reliable. However, ODIC cannot and does not warrant or guarantee that the information provided by these other sources is accurate or correct.

Some of the information provided in this /g53/g72/g83/g82/g85/g87is based upon personal interviews, and research of available documents, records, and maps held by the appropriate government and private agencies. This /g53/g72/g83/g82/g85/g87is subject to the limitations of historical documentation, availabi lity, and accuracy of the pertinent records, and the personal recollec tions of those persons contacted. This practice does not address requirements of any state or local laws or of any federal laws other than the all appropriate inquiry provisions of the LLPs. Furthermore, this /g53/g72/g83/g82/g85/g87does not intend to address health and safety concerns, if any, associated with the Property.

The assessment was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession, and in accordance with generally accepted practices of other consultants currently practicing in the same locality under sim ilar conditions. No other representation, expressed or implied, and no warranty or guarant ee is included or intended. The /g53/g72/g83/g82/g85/g87/g3speaks only as of its date, in the absence of a specific written update of the /g53/g72/g83/g82/g85/g87, signed and delivered by ODIC.

SIGNIFICANT ASSUMPTIONS AND LIMITING CONDITIONS
The objective of ASTM Standard Practice E1527-13 is to help /g56/g86/g72/g85/g86qualify for one of the CERCLA Landowner Liability Protections (LLPs). /g56/g86/g72/g85/g86should be aware that there are other federal, state, and local environmental laws and regulations that can impose liabilities and obligations on owners and operators of real property that are outside the scope of this practice. This practice does not address all possible environmental liabilities that a /g56/g86/g72/g85may need to consider in the context of a commercial real estate transaction. Therefore, /g56/g86/g72/g85/g86may desire to expand the scope of pre-purchase or pre-finance due diligence to assess other business environmental risks that exist beyond CERCLA liability associated with the Property.

Business Environmental Risk (BER) is a risk which can have a material environmental or environmentally- driven impact on the business associ ated with the current or planned us e of commercial real estate, and is not an issue required to be investigated under this practice. A BER may include one or more of the non- scope issues contained in Non-Scope Consideration s. Evaluation of Non-Scope or Non-CERCLA items, including those addressed in this /g53/g72/g83/g82/g85/g87, is not required nor relevant for compliance with the AAI Rule or ASTM Standard Practice E1527-13. Inclusion of any non-scope item in a Phase I Environmental Site Assessment report is entirely within the discretion of the /g56/g86/g72/g85/g3based on its own risk tolerance. Non-Scope Consideration should not be construe d as requiring the inclusion of an y non-scope issues in a Phase I Environmental Site Assessment report.

Any additional services contracted for between the /g56/g86/g72/g85/g3and ODIC including a broader scope of assessment, more detailed conc lusions, liability/risk evaluations, recommendation for Phase II testing or other assessment activities, remediation techni ques, etc., are beyond the scope of ASTM Standard Practice E1527-13, not part of this /g53/g72/g83/g82/g85/g87, and should only be included in the /g53/g72/g83/g82/g85/g87/g3if so specified in the terms of engagement between the /g56/g86/g72/g85/g3and ODIC. Such additional services may include /g69/g88/g86/g76/g81/g72/g86/g86/g3 /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g85/g76/g86/g78/g3issues not included within the scope of this practice (ASTM Standard Practice E1527- 13).

ASTM Standard Practice E1527-13 does not encomp ass analytical testing to evaluate Asbestos Containing Materials (ACM), radon, le ad-based paint (LBP), drinking water quality, lead in drinking water, wetlands, regulatory compliance, cultural and historical resources, industrial hygiene, health and safety, ecological resources, endangered species, indoor air quality, biological age nts, mold, stored chemicals, debris, fill materials, surface wate r, or subsurface samples (soil and gr oundwater) as part of a Phase I ESA. Such additional information regarding non- ASTM Standard Practice E1 527-13 issues may be provided merely for the /g56/g86/g72/g85/g182/g86convenience, and cannot be used to bind this /g53/g72/g83/g82/g85/g87as a whole to the compliance and conformance with ASTM Standard Pr actice E1527-13. No disassembly of systems or building components or physical or invasive testing is to be performed unless the /g38/g79/g76/g72/g81/g87specifically calls for such testing as an additional scope of work.

ODIC has performed this /g51/g75/g68/g86/g72/g3/g44/g3/g40/g54/g36in conformance with the scope and limitations of ASTM Standard Practice E1527-13. This/g3/g53/g72/g83/g82/g85/g87/g3may not include all environmental cond itions which can materially impact the Property other than those defined as RECs in ASTM Standard Practice E1527-13.

ODIC is not contracted to perform /g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g47/g76/g72/g81/g86and /g36/g70/g87/g76/g89/g76/g87/g92/g3/g68/g81/g71/g3/g56/g86/g72/g3/g47/g76/g80/g76/g87/g68/g87/g76/g82/g81/g86/g3/g11/g36/g56/g47/g86/g12searches via title records, and such is beyond th e scope of services included in this /g53/g72/g83/g82/g85/g87. Information pertaining to deed restrictions and environmental liens, Acti vity/Use Limitations, title search/report was requested ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g28/g3/g177/g3
ODIC Environmental
from the /g53/g72/g83/g82/g85/g87/g3 /g56/g86/g72/g85. This information may or may not be provided to ODIC at the time of the assessment. See pertinent sections of this /g53/g72/g83/g82/g85/g87for further discussion.

Interviews with past or current owners, operators an d occupants may not be reasonably ascertainable and can constitute a data gap. Based on information obtained from other historical sources (as discussed in Section 4.0), this data gap may or may not be expected to alter the findings of this assessment. See Section 8.0 for further discussion.

Adjoining sites, neighboring sites, or surrounding properties mentioned in this /g53/g72/g83/g82/g85/g87are defined only up to one parcel immediately next to the Property, and ODIC will only check immediately adjoining properties to identify historical use of the surrounding areas via historical sources or data on such adjoining properties, and/or walk-through visual inspection along the Property’s perimeters to identify obvious signs of environmental concerns.

It is often not possible (under the “ /g85/g72/g68/g86/g82/g81/g68/g69/g79/g92/g3/g68/g86/g70/g72/g85/g87/g68/g76/g81/g68/g69/g79/g72” clause of the ASTM Standard Practice E1527-13) to identify every single historical busi ness tenant or occupant of the Property. ODIC cannot be liable for not identifying all such past tenants or occupants of the project site.

This ESA did not necessarily comply with the ASTM Standard Practice E260 0-15 “Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions.” For assessment of potential “vapor encroachment condit ions” (VECs) and to determine if a “vapor intrusion condition” (VIC) exists on-site, additional investigation beyond ASTM Standard Practice E1527-13 is required.

For the purposes of ASTM Standard Practice E152 7-13, “migrate” and “migration” refers to the movement of /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3/g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3or /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3/g83/g85/g82/g71/g88/g70/g87/g86/g3in any form, including, for example, solid and liquid at the surface or subsurface, and vapor in the subsurface. Vapor migration in the subsurface is described in ASTM Standard Practice E2600-15; however, nothing in this practice (ASTM Standard Practice E1527- 13) should be construed to requir e application of ASTM Standard Prac tice E2600-15 standard to achieve compliance with all appropriate inquiries.

USER RELIANCE
This investigation was conducted in accordance with the /g38/g79/g76/g72/g81/g87/g182/g86Environmental Site Assessment scope of work for the use and benefit of the /g38/g79/g76/g72/g81/g87and assignees. It is based, in pa rt, upon documents, writings, and information owned, possessed, or secured by the /g38/g79/g76/g72/g81/g87. Neither this /g53/g72/g83/g82/g85/g87, nor any information contained herein, shal l be used or relied upon for any purpose by any other person or entity without the express written permission of the /g38/g79/g76/g72/g81/g87.

All reports, both verbal and written, are for the sole use and benefit of the /g38/g79/g76/g72/g81/g87. Either verbally or in writing, third parties may come into possession of this /g53/g72/g83/g82/g85/g87or all or part of the information generated as a result of this work. In the absence of a written agreement with ODIC granting such rights, no third parties shall have rights of recourse or recovery whatsoever under any course of action against ODIC, its officers, employees, vendors, succ essors or assigns. Any such unauth orized user shall be responsible to protect, indemnify and hold ODIC, the /g38/g79/g76/g72/g81/g87and their respective officers, employees, vendors, successors and assigns ha rmless from any and all claims, dama ges, losses, liabi lities, expenses (including reasonable attorneys’ fees) and costs attributable to such use. Unauthorized use of this /g53/g72/g83/g82/g85/g87 shall constitute acceptance of an d commitment to these responsibilities, which shall be irrevocable and shall apply regardless of the cause of action or le gal theory pled or asserted. Additional legal penalties may apply.

INDEPENDENT CONTRACTOR STATUS /P ROFESSIONAL RESPONSIBILITY In performing Services under the mutually agreed c ontractual agreement and verbal engagement, ODIC operates as, and has the status of, an independent contractor. Subject to any lim itations established by the /g38/g79/g76/g72/g81/g87as to the degree of care and amount of time and expenses to be in curred and any other ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g20/g19/g3/g177/g3
ODIC Environmental
limitations contained in the mutually agreed co ntractual agreement and verbal engagement, ODIC performs the Services consistent with the level of care and skill ordinarily exercised by other professional consultants under similar ci rcumstances at the time the Services are performed. /g38/g79/g76/g72/g81/g87hereby acknowledges that whenever a Proj ect involves hazardous or toxic materials there are certain inherent risk factors involved (such as lim itations on laboratory analytical methods, variations in subsurface conditions, economic loss to /g38/g79/g76/g72/g81/g87or Property owner, a potential obli gation for disclosure to regulatory agencies, a potential for a decrease in market value of real prop erty, and the like) that may adversely affect the results of the Project, even though the Services are performed with such skill and care. No other representation, warranty, or guarantee, express or im plied, is included or intended by the mutually agreed contractual agreement and verbal engagement.

QUALIFICATION STATEMENT OF ENVIRONMENTAL PROFESSIONAL
ODIC states that this ESA was performed under /g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g51/g85/g82/g73/g72/g86/g86/g76/g82/g81/g68/g79 /g11/g40/g51/g12/g182/g86direct supervision, that he/she has prepared and/or reviewed and approved the /g53/g72/g83/g82/g85/g87, and that the methods and procedures utilized in the development of this /g53/g72/g83/g82/g85/g87conform to minimum industry standards using both the /g36/g54/g55/g48/g3/g44/g81/g87/g72/g85/g81/g68/g87/g76/g82/g81/g68/g79, formerly known as the /g36/g80/g72/g85/g76/g70/g68/g81/g3/g54/g82/g70/g76/g72/g87/g92/g3/g73/g82/g85/g3/g55/g72/g86/g87/g76/g81/g74/g3/g68/g81/g71/g3/g48/g68/g87/g72/g85/g76/g68/g79/g86/g3/g11/g36/g54/g55/g48/g12, Standard Practice E1527-13 and the United States – Environmental Protection Agency Standards and Practices for All Appropriate Inquiries (40 CFR Part 312) as guidelines. ODIC certifies that ODIC’s /g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3 /g51/g85/g82/g73/g72/g86/g86/g76/g82/g81/g68/g79/g86and /g54/g88/g69/g70/g82/g81/g87/g85/g68/g70/g87/g82/g85/g86are properly licensed, qualified and/or certified to conduct /g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g86.

ODIC’s EP declares that, to the best of his/her prof essional knowledge and belief, he/she meets the definition of /g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g51/g85/g82/g73/g72/g86/g86/g76/g82/g81/g68/g79as defined in 40 CFR Part 31 2. ODIC’s EP who prepared this assessment possesses the specific qualifications based upon education, training and experience to assess a property of the nature, history, and setting of the Property. ODIC has developed and performed the “/g36/g79/g79/g3/g36/g83/g83/g85/g82/g83/g85/g76/g68/g87/g72/g3/g44/g81/g84/g88/g76/g85/g76/g72/g86” in accordance with the standards and practices as defined in 40 CFR Part 312.

2.0 PROPERTY DESCRIPTION
/g21/g17/g20/g3/g51/g53/g50/g45/g40/g38/g55/g3/g44/g49/g41/g50/g53/g48/g36/g55/g44/g50/g49/g3 Project Information
ITEM
Project Number 6366640-ESAI
Property Address(es)
711, 731, 743, 803, 819, 823, and 825 1 st Street and 718 and 730 Water Street, Napa, Napa County, CA 94559
/g13/g20/g86/g87/g3/g54/g87/g85/g72/g72/g87/g3/g75/g68/g86/g3/g68/g79/g86/g82/g3/g69/g72/g72/g81/g3/g85/g72/g73/g72/g85/g85/g72/g71/g3/g87/g82/g3/g68/g86/g3/g41/g76/g85/g86/g87/g3/g54/g87/g85/g72/g72/g87/g3 Historical/Alternate
Property Address(es)
According to Sanborn Fire Insurance Ma ps, historical addresses for the Property have included 717 1 st Street, 720 Water Street, 780 Water Street, 812 Water Street, 900 North Lawrence, and 905 North Lawrence.

Tax Assessor’s Parcel
Number
East Property
Address APN#
711 1st Street 003-241-003-000
730 Water Street
(731 1st Street) 003-241-005-000
743 1st Street 003-241-006-000
West Property
Address APN#
803 1st Street 003-235-005-000
819 1st Street 003-235-006-000
823 1st Street 003-235-004-000
825 1st Street 003-235-003-000
Property Name None identified
Property Inspection Date August 13, 2018
Weather Condition Cloudy, approximately 62 degrees Fahrenheit Site Visit Conducted by Richard Kim, Senior Environmental Consultant Report Author Richard Kim, Senior Environmental Consultant QA/QC Environmental
Professional Mary Osborne, Senior Environmental Consultant Property Location
The Property is located on the south side of 1 st Street between Soscol Avenue to the west and McKinstry St reet to the east. Water Street is south of the Property.
/g3/g3/g3/g3/g3
/g55/g85/g88/g72/g3/g81/g82/g85/g87/g75/g3/g90/g68/g86/g3/g68/g79/g87/g72/g85/g72/g71/g3/g68/g83/g83/g85/g82/g91/g76/g80/g68/g87/g72/g79/g92/g3/g21/g19/g3/g71/g72/g74/g85/g72/g72/g86/g3/g87/g82/g3/g87/g75/g72/g3/g81/g82/g85/g87/g75/g72/g68/g86/g87/g3/g73/g82/g85/g3 /g51/g85/g82/g83/g72/g85/g87/g92/g3/g71/g72/g86/g70/g85/g76/g83/g87/g76/g82/g81/g3/g83/g88/g85/g83/g82/g86/g72/g86/g17/g3/g3 General Setting The general setting is commercial, industrial, and residential. /g3
/g3
ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g20/g21/g3/g177/g3
ODIC Environmental
/g21/g17/g21/g3 /g51/g53/g50/g51/g40/g53/g55/g60/g3/g44/g48/g51/g53/g50/g57/g40/g48/g40/g49/g55/g54/g3 Property Improvements & Building / Land Description
ITEM
Property Description
The Property consists of seven parcels totaling 0.87 acres that is divided by a railroad that is owned by the Napa Valley Wine Train LLC.

Therefore, for description purposes, the Property will be referred to as the West Property to indi cate the four parcels /g90/g72/g86/g87of the railroad tracks and the East Property to indicate the three parcels /g72/g68/g86/g87of the railroad tracks.

The West Property consists of four parcels with a total square footage of 15,964 or 0.37 acres that are assign ed the addresses of 803, 819, 823, and 825 1st Street. The West Property is a vacant commercial lot. There are no improvements.

The East Property consists of three parcels with a total square footage of 22,183 square feet or 0.5 acres that are assigned the addresses of 711, 731, and 743 1 st Street and 718 and 730 Water Street. The East Property is improved with a commer cial building (731 1 st Street) occupied by Trade Brewing, three two -bedroom and one- bathroom residential dwellings ( 711 1 st Street, 718 Water Street, and 730 Water Street), a detached garage, and unpaved land (743 1st Street). 731 1 st Street is approximately 1,830 square feet, 711 1 st Street is approximately 1,525 square feet, 718 W ater Street is 730 Water Street is approximately 1,000 square feet, and the detached garage is approximately 350 square feet.

Data Source(s) for Parcel Size: Fi rst American Title Company Property Profile
Data Source(s) for Building Size(s): Site Reconnaissance Estimated Year of
Construction
Based on Sanborn Fire Insurance Ma ps, the current commercial and residential buildings appear to have existed onsite since 1886. The detached garage was added by the 1940s. In 1982, 731 1 st Street was converted from a residential dwelling to commercial use.

Data Source(s): Sanborn Fire Insurance Maps, City of Napa Building Department
Improvement Description
The buildings are wood-framed buildin gs with crawl spaces on raised concrete foundations due to the site being in a flood zone of the Napa River. 731 1 st Street that is occupied by Trade Brewing consists of a taproom, a food preparation area, restroom, and storage areas. The three residential dwellings are two -bedroom / one- bathroom single- family residential dwellings with kitchens and storage areas. The detached garage is used for storage by the residents of 718 Water Street.

See also appended photographs and site plot plan.

Other Improvements &
Features (including
description of unimproved
areas)
None observed.

The commercial building at 731 1 st Street is occupied by Trade Brewing, a brewery and taproom. The three residential dwellings at 711 1 st Street, 718 Water Street, an d 73 0 Water Street are two- bedroom / one- bathroom single-family residential dwellings.
/g21/g17/g23/g3/g48/g56/g49/g44/g38/g44/g51/g36/g47/g3/g54/g40/g53/g57/g44/g38/g40/g54/g3/g9/g3/g56/g55/g44/g47/g44/g55/g44/g40/g54/g3 Municipal Services & Utilities
ITEM
Potable Water Supply City of Napa
Natural Gas Utility Provider Pacific Gas and Electric Company (PG&E) Electrical Utility Provider Pacific Gas and Electric Company (PG&E) Sewage Disposal System City of Napa
Solid Waste Disposal Napa Recycling & Waste Services
Any Septic System,
Cesspool, Seepage Pits None observed
Private Water Well None observed
Heating/Cooling System Ground-mounted HVAC
/g21/g17/g24/g3/g51/g43/g60/g54/g44/g38/g36/g47/g3/g54/g40/g55/g55/g44/g49/g42/g3 The Property is located within Napa Valley, approximately 50 feet north of the Napa River at an elevation of approximately 18 feet above mean sea level (amsl) . Napa Valley is generally composed of younger alluvial deposits of Plei stocene to Recent age, underlain by older alluvial deposits. The younger alluvium consists of interbedded, unconsolida ted gravel, sand, silt, clay, and peat to depths of up to 30 feet below ground surface (bgs). Groundwater based on groundwater monitoring data for Valley Auto Repair at 1046 McKinstry Street (approximately 120 feet to the north-northeast) identified groundwater at approximately 12 to 13 feet below ground surface (bgs) with a flow direction towards the south to southwest and to the west.
/g54/g82/g88/g85/g70/g72/g86/g29/g3/g3
/g3/g3/g3
/g54/g72/g70/g82/g81/g71/g3/g52/g88/g68/g85/g87/g72/g85/g3/g21/g19/g19/g27/g3/g52/g88/g68/g85/g87/g72/g85/g79/g92/g3/g42/g85/g82/g88/g81/g71/g90/g68/g87/g72/g85/g3/g48/g82/g81/g76/g87/g82/g85/g76/g81/g74/g3/g53/g72/g83/g82/g85/g87/g3/g73/g82/g85/g3/g25/g23/g23/g3/g20/g86/g87/g3/g54/g87/g85/g72/g72/g87/g3/g68/g81/g71/g3/g20/g19/g23/g25/g3/g48/g70/g46/g76/g81/g86/g87/g85/g92/g3 /g54/g87/g85/g72/g72/g87/g3/g83/g85/g72/g83/g68/g85/g72/g71/g3/g69/g92/g3/g37/g85/g82/g80/g79/g72/g92/g3/g38/g82/g81/g86/g88/g79/g87/g76/g81/g74/g3/g54/g72/g85/g89/g76/g70/g72/g86/g3/g44/g81/g70/g17/g3/g11/g37/g38/g54/g12/g3/g71/g68/g87/g72/g71/g3/g80/g68/g92/g3/g21/g27/g15/g3/g21/g19/g19/g27/g3 /g75/g87/g87/g83/g29/g18/g18/g74/g72/g82/g87/g85/g68/g70/g78/g72/g85/g17/g90/g68/g87/g72/g85/g69/g82/g68/g85/g71/g86/g17/g70/g68/g17/g74/g82/g89/g18/g72/g86/g76/g18/g88/g83/g79/g82/g68/g71/g86/g18/g74/g72/g82 /g85/g72/g83/g82/g85/g87/g18/g25/g22/g27/g19/g25/g25/g20/g23/g27/g26/g18/g55/g19/g25/g19/g24/g24/g21/g21/g22/g20/g26/g17/g51/g39/g41/g3/g3 /g3
While groundwater flow direction at the Property cann ot be confirmed without survey measurement of static groundwater level at triangulated points, it is expected to fl ow in the direction of surface topographical contour, or toward the wetland or ne arest water body or discharge basin (percolation channel).

Depth and gradient of the water table can change seasonal ly in response to variation in precipitation and recharge, and over time, in response to urban deve lopment such as storm water controls, impervious surfaces, pumping wells, cleanup activities, dewatering, seawater intrusion barrier projects near the coast, and other factors. /g3
ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g20/g24/g3/g177/g3
ODIC Environmental

3.0 PROPERTY RECONNAISSANCE
/g22/g17/g20/g3/g47/g44/g48/g44/g55/g44/g49/g42/g3/g38/g50/g49/g39/g44/g55/g44/g50/g49/g54/g3 The information reported herein was obtained through so urces deemed reliable, a visual site survey of areas readily observable, easily accessible or made accessible by the Property contact, and interviews with owners, agents, occupants, or other appropriate persons involved with the Property.

No disassembly of systems or building components or physical or invasive testing was performed. ODIC renders no opinion as to the Prop erty condition at un-surveyed and/ or inaccessible portions of the Property. ODIC relies completely on the information, whether written, graphic or verbal, provided by the Property contact or as shown on any documents revie wed or received from the Property contact, owner or agent, or municipal sour ce, and assumes that information to be tr ue and correct. The observations in this /g53/g72/g83/g82/g85/g87are valid on the date of the survey. Note: Typica lly lenders have environmental policies where due diligence reports are valid for one year from the report date. However, such policies and standards can vary from each lender or /g56/g86/g72/g85. For CERCLA landowner liability protection, Phase I ESA reports are valid for 180 days, per ASTM Standard Practice E1527-13. /g22/g17/g21/g3 /g51/g53/g50/g51/g40/g53/g55/g60/g3/g53/g40/g38/g50/g49/g49/g36/g44/g54/g54/g36/g49/g38/g40/g3 ODIC conducted interior and exterior observations of the Property with the intent to identify /g85/g72/g79/g72/g68/g86/g72/g86/g3or /g80/g68/g87/g72/g85/g76/g68/g79/g3/g87/g75/g85/g72/g68/g87/g3of future /g85/g72/g79/g72/g68/g86/g72/g86/g3of /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3/g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3or /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3/g83/g85/g82/g71/g88/g70/g87/g86/g3to the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87.T h e site reconnaissance table below lists items /g89/g76/g86/g88/g68/g79/g79/g92/g3/g68/g81/g71/g18/g82/g85/g3/g83/g75/g92/g86/g76/g70/g68/g79/g79/g92/g3/g82/g69/g86/g72/g85/g89/g72/g71.

Property Reconnaissance
ITEM
Processes involving Petroleum Products or Hazardous Substances There were none observed.

Underground Storage Tanks (USTs) There were none observed.

Aboveground Storage Tanks (ASTs) There were none observed.

Fuel Islands / Dispensers, or any type of fueling system/operation There were none observed.

Containers or Drums of Hazardous Materials and/or Petroleum Products related to the Property’s operations/processes There were none observed.

Unidentified Substance Containers: Other containers of suspect hazardous materials in drums, barrels, or other storage, or unlabeled/unidentified containers on site
There were none observed.

Stained or Corroded Surfaces / Stained Soil (paved or unpaved) There were none observed.

Unusual areas of asphalt/cement patch or surface depressions including any possible boring locations There were none observed.

Stockpiled soils, fill materials, or soil piles There were none observed.

Stressed vegetation There were none observed.

Any type of heavy equipment or machinery of environmental concern There were none observed.

Electrical or hydraulic equipment or machinery of environmental concern There were none observed.

Drains for machinery/equipment cleaning or flushing There were none observed.

Evidence of onsite surface water impoundment, pits, dry wells or sensitive surface water features such as lagoons, ponds, and other water bodies
There were none observed.

Drains, sumps, wastewater treatment units, oil/water separators, clarifiers, catch basins, drip pads, or sumps There were none observed.

Storm water or surface-water drainage system having any abnormal accumulation of petroleum or chemical run-off or foreign materials, any unusual blockage of the storm-water control systems There were none observed.

Pools of liquid such as standing surface water, pools or sumps containing liquids likely to be hazardous substances or petroleum products/g3
There were none observed.

Odors (strong, pungent, or noxious odors and their sources) There were none observed.

Septic systems, cesspools, seepage pits There were none observed.

Wells (private water wells, irrigation wells, injection wells, abandoned wells, groundwater-monitoring wells, dry wells, septic wells, oil wells, gas wells, domestic water wells, vapor recovery wells or other- monitoring wells)
There were none observed.

Railroad tracks or spurs There were none observed.

Visual evidence of improper handling/disposal of solid wastes There were none observed.

3.3 Detailed Description of Site Reconnaissance a nd Environmental ConditionsThe Property is currently developed with a former residential buil ding converted into a commercial building that is occupied by Trade Brewing at 731 1 st Street; three residential dwellings at 711 1 st Street, 718 Water Street, and 730 Water Street; and a detached gara ge at the East Property. The West Property is an unpaved lot. No Recognized Environmental Conditions (RECs) were observed during site reconnaissance. /g22/g17/g23/g3 /g38/g56/g53/g53/g40/g49/g55/g3/g56/g54/g40/g54/g3/g50/g41/g3/g36/g39/g45/g36/g38/g40/g49/g55/g3/g51/g53/g50/g51/g40/g53/g55/g44/g40/g54/g3 /g41/g82/g85/g3/g87/g75/g72/g3/g86/g70/g82/g83/g72/g3/g82/g73/g3/g87/g75/g76/g86/g3/g68/g86/g86/g72/g86/g86/g80/g72/g81/g87/g15/g3/g83/g85/g82/g83/g72/g85/g87/g76/g72/g86/g3/g68/g85/g72/g3/g71/g72/g73/g76/g81/g72/g71/g3/g68/g81/g71/g3/g70/g68/g87/g72/g74/g82/g85/g76/g93/g72/g71/g3/g69/g68/g86/g72/g71/g3/g88/g83/g82/g81/g3/g87/g75/g72/g76/g85/g3/g83/g75/g92/g86/g76/g70/g68/g79/g3/g83/g85/g82/g91/g76/g80/g76/g87/g92/g3 /g87/g82/g3/g87/g75/g72/g3/g51/g85/g82/g83/g72/g85/g87/g92/g17/g3/g36/g81/g3/g68/g71/g77/g82/g76/g81/g76/g81/g74/g3/g83/g85/g82/g83/g72/g85/g87/g92/g3/g76/g86/g3/g71/g72/g73/g76/g81/g72/g71/g3/g68/g86/g3/g68/g81/g92/g3/g85/g72/g68/g79/g3/g83/g85/g82/g83/g72/g85/g87/g92/g3/g82/g85/g3/g83/g85/g82/g83/g72/g85/g87/g76/g72/g86/g3/g76/g81/g3/g90/g75/g76/g70/g75/g3/g87/g75/g72/g3/g69/g82/g85/g71/g72/g85/g3/g76/g86/g3 /g70/g82/g81/g87/g76/g74/g88/g82/g88/g86/g3/g82/g85/g3/g83/g68/g85/g87/g76/g68/g79/g79/g92/g3/g70/g82/g81/g87/g76/g74/g88/g82/g88/g86/g3/g90/g76/g87/g75/g3/g87/g75/g68/g87/g3/g82/g73/g3/g87/g75/g72/g3/g51/g85/g82/g83/g72/g85/g87/g92/g15/g3/g82/g85/g3/g87/g75/g68/g87/g3/g90/g82/g88/g79/g71/g3/g69/g72/g3/g70/g82/g81/g87/g76/g74/g88/g82/g88/g86/g3/g82/g85/g3/g83/g68/g85/g87/g76/g68/g79/g79/g92/g3/g70/g82/g81/g87/g76/g74/g88/g82/g88/g86/g3 /g90/g76/g87/g75/g3/g87/g75/g68/g87/g3/g82/g73/g3/g87/g75/g72/g3/g51/g85/g82/g83/g72/g85/g87/g92/g3/g69/g88/g87/g3/g73/g82/g85/g3/g68/g3/g86/g87/g85/g72/g72/g87/g15/g3/g85/g82/g68/g71/g15/g3/g82/g85/g3/g82/g87/g75/g72/g85/g3/g83/g88/g69/g79/g76/g70/g3/g87/g75/g82/g85/g82/g88/g74/g75/g73/g68/g85/g72/g3/g86/g72/g83/g68/g85/g68/g87/g76/g81/g74/g3/g87/g75/g72/g80/g17/g3 /g3
Adjacent Properties
West Property: 803-825 1st Street
ITEM
North 1st Street is to the north followed by an office building for the Napa County Flood Control at 804 1st Street.

South Vacant land that is owned by the Napa Valley Wine Train LLC is to the south followed by the Napa River.

West Soscol Avenue is to the west followed by China Point Park.

East
Railroad tracks owned by the Napa Valley Wine Train LLC are to the east followed by the Trade Brewing and a residential dwelling of the East Property at 731 1 st Street and 730 Water Street.

Northwest The intersection of 1st Street and Soscol Avenue is to the northwest followed by the China Point Park.

Northeast Railroad tracks are to the northeast followed by Forno Piombo, a wood fire oven business at 728 1st Street.

Southwest The Soscol Avenue bridge and Napa River are to the southwest.

Southeast Railroad track s are to the southeast followed by Water Street and a parking lot for the Napa County Flood District at 876 Water Street.
/g3
ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g20/g26/g3/g177/g3
ODIC Environmental
Adjacent Properties
East Property: 711-743 1st Street and 718-730 Water Street ITEM
North
1st Street is to the north followed by by Forno Piombo Woof Fire Ovens at 728 1 st Street and a multi -tenant retail building at 708-714 1 st Street that is occupied by The Wine Thief, Voo Doo’s Hair Salon, Mark Herold Wines and other business.

South Water Street is to the south followed by a pa rking lot for the Napa County Flood District at 876 Water Street.

West Railroad tracks owned by the Napa Valley Wine Train LLC are to the west followed by a vacant lot at 803-825 1st Street that is the West Property.

East A residential dwelling is to the east at 903 McKinstry Street.

Northwest Railroad tracks are to the northwest followed by an office building for the Napa County Flood Control at 804 1st Street.

Northeast 1st Street is to the northeast followed by the multi-tenant retail building at 708-714 1 st Street.

Southwest Vacant land that is owned by the Napa Valley Wine Train LLC is to the southwest followed by the Napa River. To the south-southwest is a railroad bridge.

Southeast Water Street is to the southeast followed by the County of Napa Corporate Yard at 933 Water Street.
/g22/g17/g24/g3/g49/g50/g49/g16/g54/g38/g50/g51/g40/g3/g11/g49/g50/g49/g16/g36/g54/g55/g48/g12/g3/g38/g50/g49/g54/g44/g39/g40/g53/g36/g55/g44/g50/g49/g54/g3 Evaluation of Non-Scope or Non-CERCLA items, in cluding those addressed in Section 3.4 of this /g53/g72/g83/g82/g85/g87, is not required nor relevant for compliance with the AAI Rule or ASTM Standard Practice E1527-13.

Inclusion of any non-scope item in a Phase I Environm ental Site Assessment rep ort is entirely within the discretion of the /g56/g86/g72/g85based on its own risk toleranc e. Non-Scope Consideration should not be construed as requiring the inclusion of any non-scope issues in a Phase I Environmental Site Assessment report.

Any additional services contracted for between the /g56/g86/g72/g85/g3and ODIC Environmental including a broader scope of assessment, more detailed conclusions, liability/risk eval uations, recommendation for Phase II testing or other assessment activiti es, remediation techniques, etc., are beyond the scope of Standard Practice E1527-13, are not part of this /g53/g72/g83/g82/g85/g87, and should only be included in the /g53/g72/g83/g82/g85/g87/g3if so specified in the terms of engagement between the /g56/g86/g72/g85/g3and ODIC. Such additional services may include /g69/g88/g86/g76/g81/g72/g86/g86/g3 /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g85/g76/g86/g78/g3issues not included within the scope of this practice (ASTM Standard Practice E1527- 13). No implication is intended as to the relative importance of inquiry into such non-scope considerations, and this list of non-scope considerations is not intended to be all-inclusive.

There may be environmental issues or conditions at a /g51/g85/g82/g83/g72/g85/g87/g92/g3that parties may wish to assess in connection with /g70/g82/g80/g80/g72/g85/g70/g76/g68/g79/g3 /g85/g72/g68/g79/g3 /g72/g86/g87/g68/g87/g72/g3that are outside the scope of this practice (the non-scope considerations). As noted by the legal analysis in Appendix X1 of ASTM Standard Practice E1527-13, some substances may be present on the Property /g3in quantities and under conditions that may lead to contamination of the /g83/g85/g82/g83/g72/g85/g87/g92/g3or of nearby properties but are not included in CERCLA’s definition of /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3/g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3(42 U.S.C. §9601(14)) or do not otherwise present potential CERCLA liability. In any case, they are beyond the scope of this practice.

Whether or not a /g56/g86/g72/g85/g3elects to inquire into non-scope considerati ons in connection with this practice or any other /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g86/g76/g87/g72/g3/g68/g86/g86/g72/g86/g86/g80/g72/g81/g87, no assessment of such non-scope considerations is required for appropriate inquiry as defined by this practice.

NON-SCOPE, NON-CERCLA ITEMS
ITEM
Suspect asbestos-containing
building materials (ACBM) in
damaged condition if the
structure is built prior to 1978
Since an asbestos survey is not included in the scope of services for this Phase I ESA, ODIC did not test suspect asbestos- containing building materials (ACBM) at the Property. However, b ecause improvements at the Property were constructed before 1978 , the presence of ACBM is likely.

It is important to note that state and federal l aws impose special requirements for handling these materials, especially in the event of remodeling or demolition that may impact these materials. Prior to any remodeling or demolition, the Property owner must have properly certified personnel test all suspect ACBM to be disturbed by the work. If ACBM are identified and are subject to disturbance,the Property owner must have properly certified personnel prepare and implement work procedures and associated Operations and Maintenance Plans, as applicable. The Property owner/occupant shouldassure compliance with all applicable regulations, notably AHERA, OSHA, and the General Construction Standard (as applicable).

Suspect lead-based paint
(LBP) in damaged condition if
the structure is residential and
was built prior to 1978
Since a lead-based pain t survey is not included in the scope of services for this Phase I ESA, ODIC did not test suspect lead- based paint (LBP) at the Property. However, b ecause improvements at the Property were constructed before 1978, the presence of LBP is likely.

It is important to note that state and federal l aws impose special requirements for handling these materials, especially in the event of remodeling or demolition that may impact these materials. Prior to any remodeling or demolition, the Property owner must have a certified/licensed LBP consultant test all suspect LBP to be disturbed by the work. If LBP are identified and are subject to disturbance, the Property owner must have properly certified personnel prepare and implement work procedures and associated Operations and Maintenance Plans, as applicable. The Property owner/occupant should assure compliance with all applicable regulations, notably OSHA, and the General Construction Standard (as applicable).

Lead in drinking water (LIW) Since a lead in drinking water survey is not included in the scope of services for this Phase I Environmental Site Assessment, ODIC did not test drinking water at the Property for lead content.

The major source of LIW is leaching of lead from household plumbing materials or water service lines used to bring water from the main to the building. Lead can leach into drinkin g water through contact with the plumbing, solder, fixtures and faucets (brass), and fittings. The amount of lead in drinking water will be influenced by the type and amount of minerals in the water, how long the water stays in the pipes, the amount of wear in the pipes, the water’s acidity and its temperature.

NON-SCOPE, NON-CERCLA ITEMS
ITEM
Radon Since a radon survey is not included in the scope of services for this Phase I ESA, ODIC did not test for radon at the Property.

Radon is a naturally -occurring, odorless, invi sible gas. Natural radon levels vary and are closely related to geologic formations. Radon may enter buildings through basement sumps or other openings.

A review of the EPA’s Map of Radon Zones indicates that Napa County falls wit hin Zone 3, a zone of low radon potential . Counties located within Zone 3 have a predicted average indoor radon screening level less than 2 picocuries per liter (pCi/L). A radon survey was not included in the current scope of services.
/g54/g82/g88/g85/g70/g72/g29/g3/g75/g87/g87/g83/g86/g29/g18/g18/g90/g90/g90/g17/g72/g83/g68/g17/g74/g82/g89/g18/g85/g68/g71/g82/g81/g18/g73/g76/g81/g71/g16/g76/g81/g73/g82/g85/g80/g68/g87/g76/g82/g81/g16/g68/g69/g82/g88/g87/g16/g79/g82/g70/g68/g79/g16 /g85/g68/g71/g82/g81/g16/g93/g82/g81/g72/g86/g16/g68/g81/g71/g16/g85/g68/g71/g82/g81/g16/g83/g85/g82/g74/g85/g68/g80/g86/g3/g3 It should be noted that site-specific radon levels vary greatly within the EPA radon zones and on -site radon measurements would need to be collected in order to determine the Property radon levels.

Urea Formaldehyde A UFFI survey was not included in the scope of services for this Phase I ESA . The sale and installation of Urea For maldehyde Foam Insulation (UFFI) as thermal insul ation began in approximately 1970, and continued until December 1980 when it was banned under the federal /g43/g68/g93/g68/g85/g71/g82/g88/g86/g3/g51/g85/g82/g71/g88/g70/g87/g86/g3/g36/g70/g87. UFFI was installed in both new and existing buildings during this period. UFFI was not commonly used in industrial or commercial buildings.

Suspect PCB-oil concern with
hydraulic equipment, ballasts,
transformers, etc.

Since a PCB survey is not included in the scope of services for this Phase I ESA, ODIC did not test for PCBs at the Property.

Wetlands, creeks, swale, pits,
ponds, lagoons, or any other
water bodies
A w etland is defined as areas inunda ted or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstan ces do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands provide a number of economically and envi ronmentally important functions such as flood control, water quality protection, groundwater recharge, spawning areas for commercially important fish, and wildlife habitat.

Wetlands are evaluated using three in dicators: hydrology, hydrophytic vegetation, and hydric soils. Section 404 of the Clean Water Act requires a permit before dredged or fill material may be discharged into regulated wetlands (know n as Jurisdictional Wetlands). The Army Corps of Engineers has primary responsibility for making wetlands jurisdictional determinations and issu ing wetlands permits. A number of activities are authorized through the use of nationwide permits.

A we tland study or survey is not included in the current scope of services for this Phase I ESA. However, based on a revie w of the EDR Radius Map Report, the site is not within a mapped National Wetland Inventory location.

NON-SCOPE, NON-CERCLA ITEMS
ITEM
Visual evidence of mold
problems from wet areas, roof
leaks, moisture around air
conditioning or plumbing units
Since a mold/microbial matter survey is not included in the scope of services for this Phase I ESA, ODIC did not test for mold/microbial matter at the Property.

Indoor air quality unrelated to
/g85/g72/g79/g72/g68/g86/g72/g86/g3of /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3 /g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3or /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3 /g83/g85/g82/g71/g88/g70/g87/g86/g3into the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87 (unusual smells, noxious odors,
or visual emissions, air
emission stacks), excluding
impacts to indoor air
from releases of hazardous
substances into the
environment
Since indoor air quality testing is no t included in the scope of services for this Phase I ESA, ODIC did not conduct indoor air quality testing at the Property.

There are many sources of indoor air pollution. These include combustion sources such as oil, gas, kerosene, coal, wood, tobacco products, asbestos -containing materials, wet or damp carpet, formaldehyde, certain pressed wood products, cleaning and maintenance chemicals, and pestic ides. EPA estimates that indoor levels of air pollutants can be two to five times higher, and occasionally 100 times higher, than outdoor levels. In general, EPA does not regulate indoor air quality except to the extent that indoor air impacts are caused by releases of hazardous substances into subsurface soil or groundwater (vapor intrusion).

Flood Zone The Federal Emergency Management Agency Flood Insurance Rate Map is typically used to determine if the Property is located within a flood zone. Such evaluation is not included in the sco pe of work for this Phase I ESA.

However, it appears that the Property is within a flood zone.

Methane Gas Since a m ethane gas survey is not in cluded in the scope of services for this Phase I ESA, ODIC did not test for methane gas at the Property.

In response to concern regarding the potential for methane accumulation beneath buildings, an d potential methane intrusion into buildings, some cities or regulatory oversight agencies have established methane zo nes and/or methane bu ffer zones based on the pro ximity to oil wells, landfills, or natura lly occurring methane deposits.

A methane risk assessment is not included in the scope of work for this Phase I ESA.

NON-SCOPE, NON-CERCLA ITEMS
ITEM
Other non-scope
considerations discussed in
Appendix X1 and Appendix X5
of ASTM Standard Practice
E1527-13
No implication is intended as to the re lative importance of inquiry into such non -scope consid erations, and this list of non- scope considerations is not intended to be all -inclusive. These items are not included in the current scope of services for this Phase I ESA./g3 /g3
/g40/g81/g71/g68/g81/g74/g72/g85/g72/g71/g3/g54/g83/g72/g70/g76/g72/g86/g3/g36/g70/g87—Under the Endangered Species Act (ESA), the government protects endangered and threatened plants and animals (listed species) and their habitats. The presence of listed species can restrict use of the Property to ensure that the proposed activities do not adversely affect endangered or threatened species as well as their critical habitats. This includes /g37/g76/g82/g79/g82/g74/g76/g70/g68/g79/g3/g68/g74/g72/g81/g87/g86/g15/g3/g38/g88/g79/g87/g88/g85/g68/g79/g3 /g68/g81/g71/g3/g75/g76/g86/g87/g82/g85/g76/g70/g68/g79/g3/g85/g72/g86/g82/g88/g85/g70/g72/g86/g15/g3/g68/g81/g71/g3Ecological resources. /g38/g82/g80/g83/g79/g76/g68/g81/g70/g72/g3/g90/g76/g87/g75/g3/g36/g56/g47/g86/g178Parties who wish to qualify for one of the /g47/g47/g51/g86/g3will need to know whether they are in compliance with AULs, including land use restrictions that were relied upon in connection with a response action. A determination of compliance with AULs is beyond the scope of ASTM Standard Practice E1527-13.
/g53/g72/g74/g88/g79/g68/g87/g82/g85/g92/g3 /g38/g82/g80/g83/g79/g76/g68/g81/g70/g72/g3 /g11/g44/g81/g70/g79/g88/g71/g72/g86/g3 /g43/g72/g68/g79/g87/g75/g3 /g68/g81/g71/g3 /g54/g68/g73/g72/g87/g92/g3 /g68/g81/g71/g3 /g44/g81/g71/g88/g86/g87/g85/g76/g68/g79/g3 /g43/g92/g74/g76/g72/g81/g72/g12—Properties used for industrial, commercial and even residential purposes are freque ntly subject to a panoply of environmental laws and regulations that relate to many aspects of operations conducted at the Property. In the context of a property transaction, noncompliance with en vironmental laws and regulations may create a material risk of financ ial loss for both building operators and owners of the properties.
/g51/g82/g87/g72/g81/g87/g76/g68/g79/g3 /g40/g73/g73/g72/g70/g87/g86/g3 /g82/g73/g3 /g49/g82/g81/g70/g82/g80/g83/g79/g76/g68/g81/g70/g72/g178Depending on the circumstances, noncompliance with various regulatory requirements could result in material costs to ow ners and operators of industrial, commercial or residential properties, including fines or other monetary penalties, injunctions or other equitab le relief that slows or eliminates productivity, and could result in increased transaction costs associated with defe nding claims of noncompliance. Furthermore, even in the absence of administrative or legal enforcement proceedings, the costs to bring fa cilities into compliance with applicable regulatory requiremen ts could be material in some circumstances.

4.0 PROPERTY AND VICINITY HISTORY
The objective of consulting historical sources is to de velop a history of the pre vious uses of the Property and surrounding area, in order to help identify the likelihood of past uses having led to Recognized Environmental Conditions (RECs), Controlled Recog nized Environmental Conditions (CRECs), or Historical Recognized Environmental Conditions (HRECs) in connection with the Property. ODIC exercises professional judgment and consider the possible /g85/g72/g79/g72/g68/g86/g72/g86that might have occurred at a Property in light of the historical uses and, in conc ert with other relevant information gathered as part of the Phase I process, to use this information to assist in identifying RECs, CRECs, and/or HRECs in connection with the Property. Historical Records Search was conducte d for the Property in conformance with the scope and limitations of ASTM Standard Practice E1527-13. /g23/g17/g20/g3 /g51/g53/g40/g57/g44/g50/g56/g54/g3/g40/g49/g57/g44/g53/g50/g49/g48/g40/g49/g55/g36/g47/g3/g53/g40/g51/g50/g53/g55/g54/g3 Phase I Environmental Site Assessment (ESA) for 730 Water Street and 731 1 st Street, ODIC Environmental – January 29, 2014
ODIC reviewed the 2014 ESA report to determine the Pr operty was occupied by a residential dwelling at 730 Water Street and Adam’s Cleaners at 731 1 st Street. A Columbia-model dry cleaning machine and drums of perchloroethylene (PCE) were identified at Ad am’s Cleaners. The owner of Adam’s Cleaners, Mr. Adam Chebl, was interviewed at that time and stat ed that the previous occupant was a seamstress and that in 2003, he installed the PCE solvent dry cleaning machine.

View of Adam’s Cleaners in 2014 Interior of Adam’s Cleaners Columbia-model Dry Cleaning Machine 55-gallon drum of PCE ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g21/g22/g3/g177/g3
ODIC Environmental
Since 731 1st Street was a dry cleaners at the time of site reconnaissance, and was likely a historical dry cleaners, ODIC stated that tha t due to the shallow groundwater in the site vicini ty and the potential for vapor intrusion due to the potential soil and soil vapor contamination associated with dry cleaners, a subsurface investigation should be conducted.

Phase II Investigation Report for Adams Cleaners – BSK Associates, March 14, 2014 Based on ODIC’s Phase II recomm endation, BSK Associates conducted a targeted Phase II Investigation Report for Soil and Groundwater at Adam’s Cleaners. BSK advanced two borings, B1 and B2, outside the buildings because interior access was not granted for their subsurface investigation. These locations were selected because they were adjacent to the sanitary sewer line cleanout leaving the dry cleaning business. Soil samples were collected at depths of 5, 7, and 10 feet below ground surface (bgs).

Groundwater was encountered around 11 and 13 feet bgs and groundwater samples were collected at 10 feet bgs for both borings. Soil an d groundwater samples did not identify any halogenated solvents, specifically perchloroethylene (PCE) and trichloroethy lene (TCE). BSK stated that based on their site observations and analytical results of soil and groun dwater samples, no evidence of contamination from the former or existing dry cleaning operations was discovered.

ODIC”s Opinion
While no soil or groundwater samples from BSK’s Phas e II Report identified contaminants of concern, since no borings were advanced inside the dry cleaning building, ODIC be lieves that the potential of soil, groundwater, and soil vapor contamination remains on site, specifically below the building. Moreover, groundwater in the site vicinity flows towards the southwest and no borings were advanced down-gradient of the building. Therefore, ODIC believes a potential human health risk from the former dry cleaners remains.

Boring Map – BSK Associates
ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g21/g23/g3/g177/g3
ODIC Environmental
/g23/g17/g21/g3 /g54/g36/g49/g37/g50/g53/g49/g3/g48/g36/g51/g3/g38/g50/g48/g51/g36/g49/g60/g3/g41/g44/g53/g40/g3/g44/g49/g54/g56/g53/g36/g49/g38/g40/g3/g48/g36/g51/g54/g3 Sanborn Map Company maps were created for insuranc e underwriters from 1867 to present, and often contain information regarding the uses of individual structures, and the locations of fuel and/or chemical storage tanks that may have been on a particular property. In 1996, the entire Sanborn Map Company collection was acquired by Environmental Data Res ources, Inc. (EDR). ODIC subcontracted with EDR to provide copies of Sanborn Map Company maps, if available, for the Property and vicinity.

ODIC reviewed Sanborn Map Company fire in surance maps supplied by EDR. A summary of observations is provided below:

Historical Sanborn Fire Insurance Maps

YEAR DESCRIPTION
1886
Property: The West Property is developed with four residential dwellings and storage sheds. The East Property is developed with six residential dwellings and storage sheds.

The four current building, the three residential dwellings and Trade Brewing are developed.

Adjacent North: The property to the north is deve loped with A. Wagner’s wine cellar and a mixed-use commercial and residential building with a grocery store and dwelling west of the railroad tracks. A blacksmith and wagon shop is developed to the north, east of the railroad tracks.

Adjacent South: Water Street is to the south followed by Napa White Laundry and the Napa River.

Adjacent West: The property to the west is developed with a residential dwelling.

Adjacent East: The property to the east is developed with a building that is labeled with a saloon and kitchen.
1891,
1901
Property: The West Property is developed with the Hotel Di Genova at the west side, three residential dwellings, and storage sheds. The East Property remains developed with six residential dwellings and storage sheds.

Adjacent North: The property to the north is developed with a hay and grain warehouse and a grocery store with a saloon west of the railroad tracks. A blacksmith and wagon shop and three residential dwellings are developed to the north, east of the railroad tracks.

Adjacent South: Water Street is to the south followed by a residential dwelling and the Napa River.

Adjacent West: The property to the west is developed with a Thomson Houston Light Company facility with a coal house and tram way.

Adjacent East: The property to the east remains developed with a building that is labeled as a saloon.
1910
Property: The West Property is developed with a lodging building with a saloon at the west side, four residential dwellings, and storage sheds. The East Property is developed with five residential dwelling and storage sheds.

Adjacent North: The hay and grain warehouse has been removed and the grocery store has been converted into the Roma Hotel with a salo on west of the railroad tracks. The blacksmith and wagon shop and three residential dwellings remain to the north, east of the railroad tracks.

Adjacent South: Water Street is to the south followed by two residential dwellings and the Napa River.

Adjacent West: The property to the west is now the Napa Pump & Manufacturing Company with a machine shop and a foundry.

Adjacent East: The property to the east is now a dwelling. 1924 The Property and adjacent properties remain re latively unchanged from the previous Sanborn Fire Insurance map.
1945 Property: The West Property remains developed with a lodging building with a saloon at the west side, four residential dwellings, and storage sheds. The East Property is ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g21/g24/g3/g177/g3
ODIC Environmental
Historical Sanborn Fire Insurance Maps

YEAR DESCRIPTION
developed with a restaurant building attached to a dwelling at the west side, the four current buildings, the current detached garage, and storage sheds.

Adjacent North: The Roma Hotel with a saloon wes t of the railroad tracks remains to the north. The blacksmith and wagon shop and three re sidential dwellings remain to the north, east of the railroad tracks.

Adjacent South: Water Street is to the south followed by a residential dwelling and the Napa River.

Adjacent West: The property to the west is now a machine shop.

Adjacent East: The property to the east is developed with two dwellings. 1949 The Property and adjacent properties remain re latively unchanged from the previous Sanborn Fire Insurance map.
1955
Property: The West Property remains developed with a lodging building at the west side.

There are now only two residential dwellings and a detached garage. The restaurant at the East Property is now a furniture store and furniture warehouse and a store room is added.

The remainder of the East Property remains developed with the four current buildings and detached garage.

Adjacent North: The Roma Hotel west of the ra ilroad tracks remain s to the north. The blacksmith and a residential dwelling remain to the north. Two of the residential dwellings have been removed and are now developed with the current store building.

Adjacent South: Water Street is to the south followed by a residential dwelling and the Napa River.

Adjacent West: The property to the west remains a machine shop.

Adjacent East: The property to the east remains developed with two dwellings.

Adjacent Southeast: A storage building is developed to the southeast. 1962
Property: The West Property remains developed wi th a lodging building, two residential dwellings and a detached garage. The furniture store, four current buildings, and detached garage remain at the East Property.

Adjacent North: The Roma Hotel west of the ra ilroad tracks remain s to the north. The blacksmith has now been removed. The residenti al dwelling and current store building remain.

Adjacent South: Water Street is to the south followed by a residential dwelling and the Napa River.

Adjacent West: The property to the west remains a machine shop.

Adjacent East: The property to the east remains developed with two dwellings.

Adjacent Southeast: The storage building to th e southeast is replaced with the current building and is labeled as “truck and equipment repair.” 1965
Property: The West Property is now developed with a lodging building and a residential dwelling. The furniture store, four current buil dings, and detached garage remain at the East Property.

Adjacent North: The Roma Hotel west of the ra ilroad tracks remain s to the north. The residential dwelling and current store building east of the railroad tracks remain to the north.

Adjacent South: Water Street is to the south followed by a residential dwelling and the Napa River.

Adjacent West: The property to the west remains a machine shop.

Adjacent East: The property to the east remains developed with two dwellings.

Adjacent Southeast: The current building to the southeast remains a truck and equipment repair.
1970
Property: The West Property is now a vacant lot. The furniture store, four current buildings, and detached garage remain at the East Property.

Adjacent North: The Roma Hotel west of the railroad tracks has been removed The residential dwelling and current store building east of the railroad tracks remain to the north.

YEAR DESCRIPTION
Adjacent South: Water Street is to the south followed by a residential dwelling and the Napa River.

Adjacent West: The property to the west remains a machine shop.

Adjacent East: The property to the east is now developed with one residential dwelling.

Adjacent Southeast: The current building to the southeast remains a truck and equipment repair.
1891 Sanborn Fire Insurance Map 1970 Sanborn Fire Insurance Map /g3
THE 1891 SANBORN FIRE INSURANCE MAP (SANBORN) DEPICTS THE CURRENT FOUR BUILDINGS AT THE EASTERN PROPERTY. /g23/g17/g22/g3/g43/g44/g54/g55/g50/g53/g44/g38/g36/g47/g3/g36/g40/g53/g44/g36/g47/g3/g51/g43/g50/g55/g50/g42/g53/g36/g51/g43/g54/g3ODIC reviewed aerial photographs supplied by the EDR Aerial Photo Decade Package (1947-2016) and Google Earth (2008, 2009, and 2018). A summary of observations is provided below:

Historical Aerial Photographs

YEAR DESCRIPTION
1947
Property: The Property is developed with five buildings and storage sheds at the West Property. The East Property is developed with a comm ercial building, the four current buildings, and storage sheds.

Adjacent North: From west to the east, the property to the north is developed with two commercial buildings, a residential dwelling and a retail building.

Adjacent South: Water Street is to the south fo llowed by a residential dwelling and the Napa River.

Adjacent West: The property to the west is developed with a commercial building.

Adjacent East: The property to the east is developed with two residential dwellings. 1958
Property: The West Property is developed with three residential dwellings and a detached garage. The East Property remains developed with a commercial building, the four current buildings, and the current detached garage.

Adjacent North: From west to the east, the property to the north remains developed with two commercial buildings, a residential dwelling and a retail building.

YEAR DESCRIPTION
Adjacent South: Water Street is to the south fo llowed by a residential dwelling and the Napa River. A storage building is developed to the southeast.

Adjacent West: The property to the west remains developed with a commercial building.

Adjacent East: The property to the east remains developed with two residential dwellings. 1968
Property: The West Property is now a vacant lot. The East Property remains developed with a commercial building, the four current buildings, and the current detached garage.

Adjacent North: The commercial building to th e north is now a vacant lot. North-adjacent properties east of the railroad tracks are developed with a residential dwelling and commercial building.

Adjacent South: Water Street is to the south fo llowed by a residential dwelling and the Napa River. The current light industrial building is developed to the southeast.

Adjacent West: The property to the west remains developed with a commercial building.

Adjacent East: The property to the east remains developed with two residential dwellings. 1973 The Property and adjacent properties remain relatively unchanged from the previous photograph.
1982
to
2008
Property: The West Property remains a vacant lot. The East Property remains developed with a commercial building, the four current buildings, and the current detached garage.

Adjacent North: The Napa County Flood Control District building is developed to the north. The north-adjacent properties east of the railroad tracks remain developed with a residential dwelling and commercial building.

Adjacent South: Water Street is to the south fo llowed by a residential dwelling and the Napa River. The current light industrial building remains to the southeast.

Adjacent W est: The property to the west is now de veloped with Soscol Avenue. The Soscol Avenue bridge is developed to the southwest. West of Soscol Avenue is the China Point Park.

Adjacent East: The property to the east is developed with a residential dwelling. 2009,
2010
Property: The West Property remains a vacant lot. The commercial building at the East Property has been demolished. The four current buildings and the current detached garage remain unchanged.

Adjacent North: The Napa County Flood Control Di strict building rema ins to the north. The north-adjacent properties east of the railroad tracks remain de veloped with a residential dwelling and commercial building.

Adjacent South: Water Street is to the south followed by a parking lot and the Napa River. The current light industrial building remains to the southeast.

Adjacent W est: The property to the west remains developed with Soscol Avenue. West of Soscol Avenue is the China Point Park.

Adjacent East: The property to the east remains developed with a residential dwelling. 2011
Property: The West Property remains a vacant lot. The East Property remains developed with the four current buildings and detached garage.

Adjacent North: The Napa County Flood Control Di strict building rema ins to the north. The north-adjacent propert ies east of the railroad tracks re main developed with a residential dwelling and commercial building.

Adjacent South: Water Street is to the south followed by a parking lot and the Napa River. The current light industrial building remains to the southeast. The railroad bridge has been redeveloped and an additional railroad spur ha s been added to the railroad tracks that bisect the Property.

Adjacent W est: The property to the west remains developed with Soscol Avenue. West of Soscol Avenue is the China Point Park.

Adjacent East: The property to the east remains developed with a residential dwelling. 2016 The Property and adjacent properties remain relatively unchanged from the previous photograph.
2018 The Property and adjacent properties remain relatively unchanged from the previous ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g21/g27/g3/g177/g3
ODIC Environmental
Historical Aerial Photographs

YEAR DESCRIPTION
photograph.
1973 Historical Aerial Photograph 1982 Historical Aerial Photograph View of the Property and site vicinity before and after the construction of Soscol Avenue and the Soscol Avenue bridge.
/g23/g17/g23/g3/g47/g50/g38/g36/g47/g3/g54/g55/g53/g40/g40/g55/g3/g39/g44/g53/g40/g38/g55/g50/g53/g44/g40/g54/g3/g18/g3/g43/g44/g54/g55/g50/g53/g44/g38/g36/g47/g3/g38/g44/g55/g60/g3/g39/g44/g53/g40/g38/g55/g50/g53/g44/g40/g54/g3 ODIC reviewed Historical City Directories provi ded by EDR for the years spanning 1923-2014. A summary of listings is provided below:

Historical City Directories

YEAR LISTING
1923 Residential (743 1 st Street), Residential (803 1 st Street), Genova Hotel (819 1 st Street), Residential (730 Water Street), Residential (812 Water Street) 1929 Residential (711 1 st Street), Residential (743 1 st Street), Residential (803 1 st Street), Residential (718 Water Street), Residential (730 Water Street), Residential (812 Water Street) 1935
Residential (711 1 st Street), Residential (743 1 st Street), Residential (803 1 st Street), Turconi Furnished Rooms (819 1 st Street), Residential (718 Wa ter Street), Resid ential ,(730 Water Street)
1942
Residential (711 1 st Street), Peter Posciri Restaurant (743 1 st Street), Residential (803 1 st Street), Victor Rom eri Furnished Rooms (819 1 st Street), Resident ial (718 Water Street), Residential (730 Water Street)
1947
Residential (711 1st Street), Residential (731 1 st Street), Ruffino’s Restaurant (743 1 st Street), Residential (803 1st Street), Romeri Furnished Rooms (819 1 st Street), Residential (718 Water Street), Residential (730 Water Street)
1954
Residential (711 1 st Street), Residential (731 1 st Street), First Street F urniture Store (743 1 st Street), Residential (803 1 st Street), Lombardo’s Tavern (819 1 st Street), Re sidential (718 Water Street), Residential (730 Water Street)
1965 Residential (731 1 st Street), First Street Furniture Store (743 1 st Street), Lombardo’s Tavern (819 1st Street), Residential (718 Water Street),
1970 Residential (711 1 st Street), Residential (731 1 st Street), First Street F urniture Store (743 1 st ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g21/g28/g3/g177/g3
ODIC Environmental
Historical City Directories

YEAR LISTING
Street), Residential (718 Water Street), Residential (730 Water Street) 1975 Residential (711 1 st Street), Residential (731 1 st Street), First Street F urniture Store (743 1 st Street), Residential (718 Water Street), Residential (730 Water Street) 1994 Residential (711 1st Street), Witches Palace (731 1st Street), The Pryor Giggey (743 1st Street) 2005 Adams Cleaners (731 1st Street), Michael Depue (743 1st Street) 2010 Adams Cleaners (731 1st Street),
Adjacent and Nearby Properties of Concern

YEAR LISTING
1923,
1929 PG&E Sub Station (843 1st Street)
1935 Goetze Machine Shop (831 1st Street), PG&E Sub Station (843 1st Street) 1942 Goetze Machine Shop (831 1st Street), PG&E Sub Station (843 1st Street) 1947 Bert Williams & Sons Auto Parts (831 1st Street)
1954 Bert Williams & Sons Auto Parts (831 1st Street)
1965 Valet Cleaners & Tailors (714 1 st Street), Bert Williams & Sons Auto Parts, Williams Bearing Supply (831 1st Street)
1970 Valet Cleaners & Tailors (714 1 st Street), Bert Williams & Sons Auto Parts, Williams Bearing Supply (831 1st Street)
1975 Valet Cleaners & Tailors (714 1 st Street), Bert Williams & Sons Auto Parts, Williams Bearing Supply (831 1st Street)
For discussion of nearby properties of environmental concern, if any, refer to Sections 5.3 and 5.4. /g23/g17/g24/g3 /g38/g44/g55/g60/g18/g38/g50/g56/g49/g55/g60/g3/g37/g56/g44/g47/g39/g44/g49/g42/g3/g39/g40/g51/g36/g53/g55/g48/g40/g49/g55/g15/g3/g61/g50/g49/g44/g49/g42/g18/g47/g36/g49/g39/g3/g56/g54/g40/g15/g3/g51/g53/g50/g51/g40/g53/g55/g60/g3/g55/g36/g59/g3/g53/g40/g38/g50/g53/g39/g54/g15/g3/g51/g53/g50/g41/g44/g47/g40/g54/g3 Building Department Records:

ODIC reviewed building records from the City of Na pa Building Department. The original building permit was not identified. A summary of the building records is provided below:

Building & Planning Department Records

YEAR DESCRIPTION
1955 Addition permit for Lombardo Hotel (819 1st Street) Owner: A. Daros
1957 Alterations to an existing store (743 1st Street)
Owner: Roy Griffin
1959 Re-roofing permit (743 1st Street)
Owner: John Tamborini
1960 Addition to an existing store (743 1st Street)
Owner: John Tamborini
1965 Permit to demolish a residential dwelling (803 1st Street) Owner: Joe DeSilva
1967 Permit to demolish Lombardo Hotel (811-819 1st Street) Owner: Joe DeSilva
1975 Permit for a furniture store (743 1st Street)
Owner: Roy Griffin
1977 Permit for Western Tours, Offices (743 1st Street) Owner: Norman Springer
ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g22/g19/g3/g177/g3
ODIC Environmental
1981 Re-roofing permit for a single family dwelling (730 Water Street) Owner: Dorothy Mirani
1982 Repair foundation for residential dwelling (731 1st Street) Owner: Guadagni & Thompson
1983 Permit to remodel a residential dwelling to commercial use (731 1st Street) Owner: Al Guadagni
2000 Electrical permit for residential dwelling (711 1st Street) Owner: Alvin Guadagni
2003 Re-roofing permit for residential dwelling (711 1st Street) Owner: Raymond Guadagni
2003 Permit to add a boiler room for Adam’s Cleaners (731 1st Street) Owner: Adam Chebl
2004 Permit for Adam’s Cleaners (731 1st Street)
Owner: Adam Chebl
2005 Permit for Steve Silva Plumbing Showroom (743 1st Street) Owner: Napa County Flood Control
2009 Permit to demolish a single family dwelling (743 1st Street) Owner: Napa County Flood Control
2014 Replace foundation for a residential dwelling (718 Water Street) Owner: Raymond Guadagni
2016 Siding repairs and re-roofing permit for a commercial building (731 1st Street) Owner: Foxbow Development LLC
2017 Permit for a 1,213-square-foot beer tasting room (731 1st Street) Owner: Glen Loban
Property Profile:

ODIC obtained Property information from the First American Title Company property profiles:

West Property
15,964 SF – 0.37 Acres
/g120Current Property Owner(s): Pt-Five Investments Lp
/g120Property Address(es): 825 1 st Street, Napa, CA 94559 /g120APN#: 003-235-003-000
/g120Lot Size: 0.156 acres / 6,807 square feet
/g120Building Size: N/A
/g120Construction Date: N/A
/g120Site Use / Use Code: Commercial Lot
/g120Current Property Owner(s): Pt-Five Investments Lp
/g120Property Address(es): 823 1 st Street, Napa, CA 94559 /g120APN#: 003-235-004-000
/g120Lot Size: 0.08 acres / 3,536 square feet
/g120Building Size: N/A
/g120Construction Date: N/A
/g120Site Use / Use Code: Commercial Lot
/g120Current Property Owner(s): Pt-Five Investments Lp
/g120Property Address(es): 803 1 st Street, Napa, CA 94559 /g120APN#: 003-235-005-000
/g120Lot Size: 0.068 acres / 2,965 square feet
/g120Building Size: N/A
ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g22/g20/g3/g177/g3
ODIC Environmental
/g120Construction Date: N/A
/g120Site Use / Use Code: Commercial Lot
/g120Current Property Owner(s): Pt-Five Investments Lp
/g120Property Address(es): 819 1 st Street, Napa, CA 94559 /g120APN#: 003-235-006-000
/g120Lot Size: 0.06 acres / 2,656 square feet
/g120Building Size: N/A
/g120Construction Date: N/A
/g120Site Use / Use Code: Commercial Lot
East Property
22,183 SF – 0.5 Acres
/g120Current Property Owner(s): Raymond A Guadagni Trust /g120Property Address(es): 711 1 st Street, Napa, CA 94559 /g120APN#: 003-241-003-000
/g120Lot Size: 0.18 acres / 8,245 square feet
/g120Building Size: 1,525 square feet
/g120Construction Date: 1910
/g120Site Use / Use Code: Multi Family
/g120Current Property Owner(s): Napa County Floo d Control & Water Conservation District /g120Property Address(es): 743 1 st Street, Napa, CA 94559 /g120APN#: 003-241-005-000
/g120Lot Size: 0.16 acres / 6,969 square feet
/g120Building Size: N/A
/g120Construction Date: N/A
/g120Site Use / Use Code: Public (Nec)
/g120Current Property Owner(s): Foxbow Development LLC
/g120Property Address(es): 730 Water Street, Napa, CA 94559 /g120APN#: 003-241-006-000
/g120Lot Size: 0.16 acres / 6,969 square feet
/g120Building Size: N/A
/g120Construction Date: N/A
/g120Site Use / Use Code: Commercial (Nec)
Total Size
38,147 SF – 0.87 Acres
ATTACHMENT 13
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ODIC Environmental
West Property
Identified as Lots 3, 4, 5 and 6.

East Property
Identified as Lots 3, 5, and 6.
/g23/g17/g25/g3/g43/g44/g54/g55/g50/g53/g44/g38/g36/g47/g3/g55/g50/g51/g50/g42/g53/g36/g51/g43/g44/g38/g3/g48/g36/g51/g54/g3 Development history of the Property and surrounding area was researche d using historical 7.5 Minute USGS topographic maps provided by EDR from 1902 to 2012. No features of environmental concern were identified.
/g23/g17/g26/g3 /g50/g44/g47/g3/g9/g3/g42/g36/g54/g3/g48/g36/g51/g54/g3 ODIC reviewed California Department of Conservation, Di vision of Oil, Gas & Geothermal Resources (DOGGR) maps for the Property and immediate vi cinity via the DOGGR Online Mapping System (DOMS), but found no active or abandoned oil and/ or gas wells on the Property or in the immediate vicinity.
/g54/g82/g88/g85/g70/g72/g29 /g75/g87/g87/g83/g86/g29/g18/g18/g80/g68/g83/g86/g17/g70/g82/g81/g86/g72/g85/g89/g68/g87/g76/g82/g81/g17/g70/g68/g17/g74/g82/g89/g18/g71/g82/g74/g74/g85/g18/g90/g72/g79/g79/g73/g76/g81/g71/g72/g85/g18/g6/g82/g83/g72/g81/g48/g82/g71/g68/g79/g3/g3 /g23/g17/g27/g3/g50/g55/g43/g40/g53/g3/g43/g44/g54/g55/g50/g53/g44/g38/g36/g47/g3/g53/g40/g38/g50/g53/g39/g54/g3 This category includes, but is no t limited to: miscellaneous maps, newspaper archives, internet sites, community organizations, local libraries, historical societies, current /g82/g90/g81/g72/g85/g86/g3or /g82/g70/g70/g88/g83/g68/g81/g87/g86/g3of neighboring properties, or records in the files and/or personal knowledge of the /g51/g85/g82/g83/g72/g85/g87/g92/g3/g82/g90/g81/g72/g85/g3and/or /g82/g70/g70/g88/g83/g68/g81/g87/g86.

According to an obituary from The Press Democrat newspaper on Friday, Augu st 17, 1945, Mr. Victorio Romeri died on August 13, 1945 at the Lombardo Hotel in Napa. It stated that Mr. Romeri moved to Napa in 1922 to take over the hotel. The Lombardo Hotel was located at the Western Property at 819 1 st Street.

Mr. Romeri was identified in a 1942 city directory listing from EDR.

5.0 STANDARD ENVIRONMENTAL RECORDS RESEARCH
/g24/g17/g20/g3/g51/g53/g50/g38/g40/g39/g56/g53/g40/g3
The most current databases sources maintained by state and federal offices were provided by governmental record search databas e suppliers, such as Environmen tal Data Resources (EDR). For definitions of database acronyms, review the d atabase report in Appendix C and/or refer to ASTM Standard Practice E1527-13, Sections 3.3 and 8.2.

Database sources maintained by local offices w ere obtained via records requests. Databases were searched for properties with reported environmental li stings within distances specified by ASTM Standard Practice E1527-13, either by using geocoding information that identifi ed the coordinates of the properties in the databases or by checking the street addresses of practically reviewable non-geocoded “orphan” properties within the same zip code. The database report is included as an appendix to this /g53/g72/g83/g82/g85/g87. The database report may identify certai n “orphan sites” which are those facilities that could not be mapped or geocoded due to inadequate address information. ODIC ca nnot be held liable for not correctly locating these orphan sites to determine their impact to the Property.

ASTM Standard Practice E1527-13 Sections 3.3 and 8.2 use terminology such as Leaking Storage Tank and Registered Storage Tank to refer to both Le aking Underground/Aboveground Storage Tanks and Underground/Aboveground Storage Ta nks. For the purposes of this assessment, ODIC has used state- specific terminology to refer to Leaking S torage Tanks and/or other Registered Storage Tanks as generally defined by the state in which the Property is located. /g24/g17/g21/g3 /g51/g53/g50/g51/g40/g53/g55/g60/g3/g47/g44/g54/g55/g44/g49/g42/g11/g54/g12/g3

FEDERAL AGENCY LISTINGS STATE AGENCY LISTINGS

DATABASE PROPERTY LISTED DATABASE PROPERTY LISTED
NPL No State/Tribal Equivalent
NPL
No
De-listed NPL No State/Tribal Equivalent

CERCLIS
No
CERCLIS/SEMS No State/Tribal SWLF No

CERCLIS-NFRAP/SEMS-

ARCHIVE
No State/Tribal Voluntary
Cleanup Sites
No
RCRA-CORRACTS No State/Tribal Brownfield
Sites
No
RCRA-TSDF No State/Tribal Leaking
Storage Tank
No
RCRA-Generator Yes State/Tribal CPS No
ERNS No State/Tribal Registered
Storage Tank
No
Federal IC/EC Registries No State/Tribal IC/EC
Registries
No
Other Federal List –
FINDS
Yes Other List Yes
ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g22/g24/g3/g177/g3
ODIC Environmental

OTHER ENVIRONMENTAL AGENCY LISTINGS

AGENCY RECORDS ON FILE FOR

THE PROPERTY
California State Water Resources Control Board (SWRCB) – GeoTracker database
No
Napa County Division of Environmental Health (NCDEH) Yes DTSC – Hazardous Waste Tracking System (HWTS) database Yes DTSC – Enforcement and Emergency Response Program No
See below for a discussion of agency records, if any, for the Property.

The Property address of 731 1 st (First) Street is identified in the RCRA-SQG, FINDS, NCDEH, DTSC HWTS, and EDR Historical Cleaners databases. EDR identified 731 1 st Street as being Valet Cleaner & Tailor in 1986-1988, Ye Olde Valet Shoppe from 1989-1994, and Adam’s Cleaners from 2004-2013.

The RCRA-SQG listing from 1996 was for Ye Olde Valet Shoppe due to the business generating more than 100 and less than 1000 kilograms (kg) of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous wa ste at any time; or generating 100 kg or less of hazardous waste during any calendar month, and ac cumulates more than 1000 kg of hazardous waste at any time. No additional information was available.

Adam’s Cleaner is identified in the Napa County Divi sion of Environmental Health (NCDEH) as operating a perchloroethylene (PCE) dry cleaning machine according to an undated Emergency Response Plan.

Moreover, records revealed that Adam’s Cleaners operated a perchloroethylene (PCE) dry cleaning machine from at least 2004 to 2014. The machine was identified as being located at the southeast portion of the building according to an Emergency Response Plan. An inspection report from 2006 stated that Adam’s Cleaners used more than 55-gallons of hazardous materials. Additionally, a Notice of Violation was issued to Adam’s Dry Cleaners on December 18, 2012 for not having hazardous waste containers that were clearly marked and not having an emergency response plan.
2004 Hazardous Materials Inventory Form Location of Dry Cleaning Machine Sketch Adam’s Cleaners is iden tified in the California Department of Substances Control (DTSC) Hazardous Waste Tracking System (HWTS) da tabase. The DTSC HWTS database id entified Adam’s Cleaners as generating liquids with halogenated organic compou nds / halogenated solvents from 2005 to 2014 ranging from 0.075 to 0.8 tons annually. This conf irms that Adam’s Cleaners operated an onsite dry cleaning machine. Moreover, in January 2014, ODIC conducted a previous Phase I when Adam’s Cleaners was still in operation. During site reconnaissance at that time, perchloroethylene (PCE) in drums was identified. See Section 4.2 Previous Environmental Reports.

FEDERAL AGENCY LISTING(S)

DATABASE MINIMUM SEARCH DISTANCE
(MILES)

PROPERTIES IDENTIFIED WITHIN SEARCH

DISTANCE
NPL 1.0 0
De-listed NPL 0.5 0
CERCLIS/SEMS 0.5 0

CERCLIS-NFRAP/SEMS-
ARCHIVE 0.5 1
RCRA-CORRACTS 1.0 0
RCRA-TSDF 0.5 0
RCRA-Generator Adjoining Sites 0
ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g22/g27/g3/g177/g3
ODIC Environmental
SEMS (Superfund Enterprise Management System) - Archive:

LISTING ADDRESS DISTANCE
PG&E Gas Plant Napa 5th Street Between Main and Brown 1/4 –1/2 SSW The PG&E Gas Plant Napa SEMS-ARCHIVE site also kn own as Napa Gas & Electric in the California Department of Toxic Substances Control (DTSC) ENV IROSTOR database, was a sm all coal gasification facility constructed by Napa Gas Works in about 1867 located approximately 1,400 feet to the south- southwest. The facility consisted of an office bu ilding, gas production buildi ng, a condensing/purifying building, a workshop, two storage sheds, and an aboveg round gas storage tank. Th e gasification facility produced about 3,000 cubic feet of ga s per day through the carbonation of coal. The gas was distributed through underground gas mains which lit city street lamps and served about 100 households. Operations ceased in 1889 and the facility was demolished by 1891. The Napa Mill Development Company acquired the Site in 1986 and planned to expa nd the existing commercial buildi ng. Subsurface sampling revealed that the contamination remains confined to the site and the site received certification with land-use restrictions on September 21, 2015 . Therefore, this site is not assess ed as an environmental concern for the Property.
/g3
/g54/g82/g88/g85/g70/g72/g29/g3/g75/g87/g87/g83/g86/g29/g18/g18/g90/g90/g90/g17/g72/g81/g89/g76/g85/g82/g86/g87/g82/g85/g17/g71/g87/g86/g70/g17/g70/g68/g17/g74/g82/g89/g18/g83/g88/g69/g79/g76/g70/g18/g83/g85/g82/g73/g76/g79/g72 /g85/g72/g83/g82/g85/g87/g34/g74/g79/g82/g69/g68/g79 /g76/g71/g32/g21/g27/g23/g28/g19/g19/g19/g27/g3 /g24/g17/g23/g3 /g54/g56/g53/g53/g50/g56/g49/g39/g44/g49/g42/g3/g54/g44/g55/g40/g54/g29/g3/g54/g55/g36/g55/g40/g3/g36/g42/g40/g49/g38/g60/g3/g47/g44/g54/g55/g44/g49/g42/g54/g3

STATE ENVIRONMENTAL AGENCY LISTING(S)

DATABASE MINIMUM SEARCH DISTANCE
(MILES)

PROPERTIES IDENTIFIED WITHIN

SEARCH DISTANCE
State/Tribal Equivalent NPL 1.0 1
State/Tribal Equivalent CERCLIS 0.5 4
State/Tribal SWF/LF 0.5 1
State/Tribal Leaking Storage Tank 0.5
68 /g11/g40/g39/g53/g3/g85/g72/g83/g82/g85/g87/g72/g71/g3/g26/g28/g3/g47/g56/g54/g55/g3/g86/g76/g87/g72/g86/g30/g3/g3 /g20/g20/g3/g86/g76/g87/g72/g86/g3/g90/g72/g85/g72/g3/g71/g88/g83/g79/g76/g70/g68/g87/g72/g3/g79/g76/g86/g87/g76/g81/g74/g86/g12 State/Tribal Registered Storage
Tank Adjoining Sites 1
State/Tribal IC/EC Registries Adjoining Sites 0
State/Tribal Voluntary Cleanup
Sites 0.5 0
State/Tribal Brownfield Sites 0.5 2
State/Tribal CPS (CA only) 0.5 10
Other State List Adjoining Sites 1
State/Tribal Equivalent NPL – RESPONSE:

LISTING ADDRESS DISTANCE
PG&E Gas Plant Napa 5th Street Between Main and Brown 1/4 –1/2 SSE The PG&E Gas Plant Napa NPL-RESPONSE site is cross-lis ted in the SEMS-ARCHIVE database. Refer to the SEMS-ARCHIVE database for detailed information.

LISTING ADDRESS DISTANCE
Al’s Auto Wrecking 1274 McKinstry Street 0–1 /8N
Bresciani Property 750 Randean Way 1/4 – 1/2 NNW
PG&E Gas Plant Napa 5th Street Between Main and Brown 1/4 – 1/2 SSW The Chrome Shop 739 8th Street 1/4 –1/2 S
The nearest ENVIROSTOR site, Al’s Auto Wrecking, was approximately 500 feet to the north of the Property. It is currently undeveloped land that is part of the Oxbow Commons north of the Oxbow Public Market and south of The Westin Verasa Napa hotel. This site had subsurface contamination due to an underground storage tank and auto dismantling operations. After remedial activities, site closure was issued by the Regional Water Quality Control Board on October 2, 2001 and the Napa County Flood Control & Water Conservation District acquired the site as part of flood control activities. Therefore, this site is not assessed as an environmental concern for the Property.
/g54/g82/g88/g85/g70/g72/g29/g3/g75/g87/g87/g83/g29/g18/g18/g74/g72/g82/g87/g85/g68/g70/g78/g72/g85/g17/g90/g68/g87/g72/g85/g69/g82/g68/g85/g71/g86/g17/g70/g68/g17/g74/g82/g89/g18/g83/g85/g82/g73/g76/g79/g72 /g85/g72/g83/g82/g85/g87/g34/g74/g79/g82/g69/g68/g79 /g76/g71/g32/g55/g19/g25/g19/g24/g24/g19/g19/g20/g28/g26/g3/g3 The Bresciani Property at 750 Randean Way, is approximately 1,600 feet to the northwest of the Property. This site had two 12,000-gallon gasoline underground storage tanks (USTs), one 10,000-gallon gasoline UST, and one 10,000-gallon diesel UST that were removed in 1986 and had a release to the subsurface soil and groundwater.

After groundwater monitoring and remedial activities, the site received case closure from the Regional Water Quality Control Board on March 31, 1993. This site was certified by the California Department of Toxic Substances Control (DTSC) on May 10, 1994. Therefore, this site is not assessed to pose a significant environmental risk to the Property.
/g54/g82/g88/g85/g70/g72/g11/g86/g12/g29/g3/g75/g87/g87/g83/g86/g29/g18/g18/g90/g90/g90/g17/g72/g81/g89/g76/g85/g82/g86/g87/g82/g85/g17/g71/g87/g86/g70/g17/g70/g68/g17/g74/g82/g89/g18/g83/g88/g69/g79/g76/g70/g18/g83/g85/g82/g73/g76/g79/g72 /g85/g72/g83/g82/g85/g87/g34/g74/g79/g82/g69/g68/g79 /g76/g71/g32/g21/g27/g21/g28/g19/g19/g19/g21/g3/g3 The remaining ENVIROSTOR sites are not assessed to pose a significant envi ronmental risk to the Property based on their respective horizontal distances from the Property.

State/Tribal LST (Leaking Storage Tank) – LUST (Leaking Underground Storage Tank):

Listed below are the four nearest LUST sites to the Pr operty. For a complete listing, refer to the EDR Radius Map Report appended to this report.

LISTING STATUS ADDRESS DISTANCE
Valley Auto Repair Closed 644 1st Street 0–1 / 8 N E
Napa County Yard Closed 933 Water Street 0–1 / 8 S E
Al’s Auto Wrecking Closed 1274 McKinstry Street 0 –1/8 N Riverside Service Closed 967 1st Street 0 – 1/8 WSW
The nearest LUST site, Valley Auto Repair and Valley Tire and Brake at 644 1 st Street were located at the northeast corner of the intersection of 1st Street and McKinstry Street. The site had a former underground storage tank that was removed in 1979. In 2006, a subsurface investigation revealed that there had been a release to the subsurface soil and groundwater of gasoline and diesel. Eight groundwater monitoring wells were installed and sa mpled and found that the contaminatio n was concentrated to within the site boundaries with low to non-detect concentrations of benzene and th e site received case closure on August 28, 2011. Groundwater was identified as flowing towards the southwest to the Napa River.

Therefore, this site is not assessed as an environmental concern for the Property.

State/Tribal RST (Registered Storage Tank) – UST (Underground Storage Tank):

LISTING ADDRESS DISTANCE
Napa County Corporate Yard 933 Water Street 0–1 /8 S E The southeast-adjacent Napa County Corporate Yard is identified as a historical UST site that operated three USTs: a 10,000-gallon ga soline UST, a 10,000-gallon diesel US T, and a 2,000-gallon diesel UST.

This site is also listed as a case closed LUST site. Therefore, this site is not assessed as an environmental concern for the Property.
/g54/g82/g88/g85/g70/g72/g29/g3/g75/g87/g87/g83/g29/g18/g18/g74/g72/g82/g87/g85/g68/g70/g78/g72/g85/g17/g90/g68/g87/g72/g85/g69/g82/g68/g85/g71/g86/g17/g70/g68/g17/g74/g82/g89/g18/g88/g86/g87/g83/g71/g73/g86/g18/g83/g71/g73/g18/g19/g19/g19/g21/g37/g19/g24/g36/g17/g83/g71/g73/g3/g3 State/Tribal Brownfields Sites:

LISTING ADDRESS DISTANCE
Former Slinsen Construction 1314 McKinstry Street 1/8 –1/4 N The Inn at Town Center 1400 1st Street 1/4 –1/2 WSW
The Former Slinsen Construction CPS site is approximately 1,300 feet to the north of the Property. It is cross- listed in the CPS database as a case closed site. Based on its horizontal distance, this site is not assessed to pose a significant environmental risk to the Property.

Listed below are the five nearest CPS sites to the Property. For a complete listing, refer to the EDR Radius Map Report appended to this report.

LISTING STATUS ADDRESS DISTANCE
Valley Tire and Brake Closed 644 1st Street 0 –1/8 NNE
Napa River / Napa Creek Closed 1001 2nd Street 1/8 –1/4 SW Mr, Howard Nunn Closed 826-828 Brown Street 1/8 – 1/4 SW Former Tidewater Station Closed 965 3rd Street 1/8 –1/4 SSW Slinsen Construction Closed 1314 McKinstry Street 1/8 –1/4 N The nearest CPS site, the former Va lley Tire and Brake site at 644 1 st Street, is approximately 120 feet to the north-northeast of the Property. It is identified in the CPS database due to an unauthorized release of identified during subsurface investigations adjacent and in the vicinity of se ven hydraulic lifts at 644 1 st Street and two hydraulic lifts at 1046 McKinstry Street. Low concentrati ons of hydraulic oil were detected and all nine lifts were extracted and removed in 2006. Therefore, the site received case closure on November 28, 2006.
/g54/g82/g88/g85/g70/g72/g29/g3/g75/g87/g87/g83/g29/g18/g18/g74/g72/g82/g87/g85/g68/g70/g78/g72/g85/g17/g90/g68/g87/g72/g85/g69/g82/g68/g85/g71/g86/g17/g70/g68/g17/g74/g82/g89/g18/g83/g85/g82/g73/g76/g79/g72 /g85/g72/g83/g82/g85/g87/g17/g68/g86/g83/g34/g74/g79/g82/g69/g68/g79 /g76/g71/g32/g54/g47/g19/g25/g19/g24/g24/g23/g21/g26/g23/g28/g3/g3 ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g23/g21/g3/g177/g3
ODIC Environmental
/g3
The remaining CPS sites are not assessed to pose a significant environmental risk to the Property based on their respective horizontal distances from the Property and/or their case closed status. /g3
Other Non-ASTM List - EDR Historical Cleaners:

LISTING ADDRESS DISTANCE
Valet Cleaners & Tailors 712-714 1st Street 0 – 1/8 N
Valet Cleaners & Tailors at 712-714 1 st Street was located approximately 90 feet to the north of the Property. It was identified as having operated from 1965 to 1985. It is unknown if this site was a dry cleaning plant or a drop-off locati on. Moreover, this site is located up-gradient from the Property and groundwater in the site vicinity was identified as fl owing to the southwest, towards the Property and the Napa River. Therefore, Valet Cleaners & Tailors is asse ssed as a probable environmental concern for the Property.
/g24/g17/g24/g3 /g57/g36/g51/g50/g53/g3/g40/g49/g38/g53/g50/g36/g38/g43/g48/g40/g49/g55/g3/g38/g50/g49/g39/g44/g55/g44/g50/g49/g3 ODIC performed this Phase I ESA of the Property in co nformance with the scope and limitations of ASTM Standard Practice E1527-13. It should be note d that ASTM Standard Practice E1527-13 does not necessarily comply with ASTM S tandard Practice E2600-15 “Stand ard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions.” For assessment of potential “vapor encroachment conditions” (VECs) and to determine if a “vapor intrusion conditio n” (VIC) exis ts on-site, additional investigation beyond ASTM Practice E1527-13 is required.

For the purposes of ASTM Standard Practice E1527- 13, “migrate” and “migration” refers to the movement of /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3/g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3or /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3/g83/g85/g82/g71/g88/g70/g87/g86/g3in any form, including, for example, solid and liquid at the surface or subsurface, and vapor in the subsurface. Vapor migration in the subsurface is described in ASTM Standard Practice E2600-15; however, nothing in this practice (ASTM Standard Practice E1527- 13) should be construed to requir e application of the ASTM Standa rd Practice E2600-15 to achieve compliance with all appropriate inquiries.

The Property building at 731 1st (First) Street was identified as a historical dry cleaners from 1986 to 2014.

The most recent dry cleaners, Adam’s Cleaners, was identified in the DTSC HWTS as generating liquids with halogenated organic compounds / halogenated solvents from 2005 to 2014 ranging from 0.075 to 0.8 tons annually. ODIC conducted a previous Phase I for 731 1 st Street in January 2014 when Adam’s Cleaners was still in operation and identified perchloro ethylene (PCE) solvents and an onsite dry cleaning machine. Therefore ODIC recommended a Phase II.

A Phase II was conducted at 731 1 st Street by BSK Associates in March 2014 due to ODIC’s Phase II recommendation. BSK advanced two borings, B1 and B2, outside the buildings because interior access was not granted for their subsurface investigation. Th ese locations were selected because they were adjacent to the sanitary sewer line cleanout leaving the dry cleani ng business. Soil samples were collected at depths of 5, 7, and 10 feet below gro und surface (bgs). Grou ndwater was encountered around 11 and 13 feet bgs and groundwater samples were collected at 10 feet bg s for both borings. Soil and groundwater samples did not identify any halogena ted solvents, specifically perchloroethylene (PCE) and trichloroethylene (TCE). While no soil or ground water samples from BSK’s Phase II Report identified contaminants of concern, since no borings were advanced inside the dry cleaning building, ODIC believes that the potential of soil, groundwater, and soil va por contamination remains onsite. Moreover, groundwater in the site vicinity flows towards the southwest and no borings were advanced down-gradient of the building. Therefore, ODIC believes a potential human health risk from the former dry cleaners remains from the former dry cleaners. Therefore, a potential soil vapor issue exists at the Property.

Based on Sanborn Fire Insurance Maps from 1901 an d 1910, the west-adjacent property that is currently Soscol Avenue was a former Napa Gas & Electric Co mpany gas plant that became a machine shop that operated an onsite foundry. A historical ad dress identified for this site was 831 1 st Street. Although this site became part of Soscol Avenue , since no known assessments have been conducted at the Property, a VIC exists.
1901 1910
ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g23/g23/g3/g177/g3
ODIC Environmental

6.0 USER PROVIDED INFORMATION
/g25/g17/g20/g3/g56/g54/g40/g53/g3/g51/g53/g50/g57/g44/g39/g40/g39/g3/g44/g49/g41/g50/g53/g48/g36/g55/g44/g50/g49/g3 The United States Environmental Protection Agency (USEPA) All Appropriate Inquiry (AAI) and ASTM Standard Practice E1527-13 Ph ase I Standards require that the /g53/g72/g83/g82/g85/g87/g3 /g56/g86/g72/g85conduct independent research and consider certain information before purchasing a property.

The purpose of this section is to descr ibe tasks to be performed by the /g56/g86/g72/g85. The “All Appropriate Inquiries” Final Rule (40 CFR Part 312) requires that these tasks be performed by or on behalf of a party seeking to qualify for an /g79/g68/g81/g71/g82/g90/g81/g72/g85/g3/g79/g76/g68/g69/g76/g79/g76/g87/g92/g3/g83/g85/g82/g87/g72/g70/g87/g76/g82/g81/g86/g3/g11/g47/g47/g51/g12to CERCLA liability. While such information is not required to be provided to the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g83/g85/g82/g73/g72/g86/g86/g76/g82/g81/g68/g79, the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g83/g85/g82/g73/g72/g86/g86/g76/g82/g81/g68/g79/g3shall request that the /g56/g86/g72/g85provide the results of these tasks as such information can assist the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3 /g83/g85/g82/g73/g72/g86/g86/g76/g82/g81/g68/g79/g3in identifying Recognized Environmental Conditions.

Per ASTM Standard Practice E1527-13, the “/g56/g86/g72/g85” is defined as follows:
/g56/g86/g72/g85/g178/g87/g75/g72/g3/g83/g68/g85/g87/g92/g3/g86/g72/g72/g78/g76/g81/g74/g3/g87/g82/g3/g88/g86/g72/g3/g51/g85/g68/g70/g87/g76/g70/g72/g3/g40/g3/g20/g24/g21/g26/g16/g20/g22/g3/g87/g82/g3/g70/g82/g80/g83/g79/g72/g87/g72/g3/g68/g81/g3/g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g86/g76/g87/g72/g3 /g68/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g82/g73/g3/g87/g75/g72/g3/g83/g85/g82/g83/g72/g85/g87/g92/g17/g3/g36/g3/g56/g86/g72/g85/g3/g80/g68/g92/g3/g76/g81/g70/g79/g88/g71/g72/g15/g3/g90/g76/g87/g75/g82/g88/g87/g3/g79/g76/g80/g76/g87/g68/g87/g76/g82/g81/g15/g3/g68/g3/g83/g82/g87/g72/g81/g87/g76/g68/g79/g3/g83/g88/g85/g70/g75/g68/g86/g72/g85/g3 /g82/g73/g3/g83/g85/g82/g83/g72/g85/g87/g92/g15/g3/g68/g3/g83/g82/g87/g72/g81/g87/g76/g68/g79/g3/g87/g72/g81/g68/g81/g87/g3/g82/g73/g3/g83/g85/g82/g83/g72/g85/g87/g92/g15/g3/g68/g81/g3/g82/g90/g81/g72/g85/g3/g82/g73/g3/g83/g85/g82/g83/g72/g85/g87/g92/g15/g3/g68/g3/g79/g72/g81/g71/g72/g85/g15/g3/g82/g85/g3/g68/g3/g83/g85/g82/g83/g72/g85/g87/g92/g3 /g80/g68/g81/g68/g74/g72/g85/g17/g3/g3
In order to qualify for one of the /g47/g68/g81/g71/g82/g90/g81/g72/g85/g3/g47/g76/g68/g69/g76/g79/g76/g87/g92/g3/g51/g85/g82/g87/g72/g70/g87/g76/g82/g81/g86/g3/g11/g47/g47/g51/g86/g12offered by the Small Business Liability Relief and Brownfields Revitalization Act of 2001 (the “ /g37/g85/g82/g90/g81/g73/g76/g72/g79/g71/g86/g3/g36/g80/g72/g81/g71/g80/g72/g81/g87/g86”), the /g56/g86/g72/g85/g3must conduct the following inquiries required by 40 CF R 312.25, 312.28, 312.29, 312.30, and 312.31. These inquiries must also be conducted by EPA Brownfie ld Assessment and Characterization grantees. The /g56/g86/g72/g85/g3should provide the following information to the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g83/g85/g82/g73/g72/g86/g86/g76/g82/g81/g68/g79. Failure to conduct these inquiries could result in a determination that “/g68/g79/g79/g3/g68/g83/g83/g85/g82/g83/g85/g76/g68/g87/g72/g3/g76/g81/g84/g88/g76/g85/g76/g72/g86” is not complete.

USER/CUSTOMER QUESTIONNAIRE

QUESTION USER/CUSTOMER TO ANSWER
(1.) Environmental cleanup liens that are filed
or recorded against the site (40 CFR 312.25).
/g53/g72/g68/g86/g82/g81/g68/g69/g79/g92/g3/g36/g86/g70/g72/g85/g87/g68/g76/g81/g68/g69/g79/g72/g3/g55/g76/g87/g79/g72/g3/g68/g81/g71/g3/g45/g88/g71/g76/g70/g76/g68/g79/g3 /g53/g72/g70/g82/g85/g71/g86/g3/g73/g82/g85/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g47/g76/g72/g81/g86/g3/g68/g81/g71/g3/g36/g70/g87/g76/g89/g76/g87/g92/g3/g68/g81/g71/g3 /g56/g86/g72/g3/g47/g76/g80/g76/g87/g68/g87/g76/g82/g81/g86.

Are you aware of any environmental cleanup liens
against the /g51/g85/g82/g83/g72/g85/g87/g92/g3that are filed or recorded under federal, tribal, state or local law?
The /g56/g86/g72/g85/g3has not informed ODIC of any
knowledge of cleanup liens filed or recorded
against the Property.

An environmental cleanup lien/AUL search is not
required from ODIC as part of this Phase I ESA.

Source:
/g75/g87/g87/g83/g29/g18/g18/g90/g90/g90/g17/g72/g81/g89/g76/g85/g82/g86/g87/g82/g85/g17/g71/g87/g86/g70/g17/g70/g68/g17/g74/g82/g89/g18/g83/g88/g69/g79/g76/g70/g18/g71/g72/g72/g71 /g85/g72/g86/g87 /g85/g76/g70/g87/g76/g82/g81/g86/g17/g68/g86/g83
ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g23/g24/g3/g177/g3
ODIC Environmental
(2.) Activity and land use limitations (AULs)
that are in place on the site or that have been
filed or recorded in a registry (40 CFR 312.26).
/g53/g72/g68/g86/g82/g81/g68/g69/g79/g92/g3/g36/g86/g70/g72/g85/g87/g68/g76/g81/g68/g69/g79/g72/g3/g55/g76/g87/g79/g72/g3/g68/g81/g71/g3/g45/g88/g71/g76/g70/g76/g68/g79/g3 /g53/g72/g70/g82/g85/g71/g86/g3/g73/g82/g85/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g47/g76/g72/g81/g86/g3/g68/g81/g71/g3/g36/g70/g87/g76/g89/g76/g87/g92/g3/g68/g81/g71/g3 /g56/g86/g72/g3/g47/g76/g80/g76/g87/g68/g87/g76/g82/g81/g86.

Are you aware of any AULs, such as /g72/g81/g74/g76/g81/g72/g72/g85/g76/g81/g74/g3 /g70/g82/g81/g87/g85/g82/g79/g86, land use restrictions or /g76/g81/g86/g87/g76/g87/g88/g87/g76/g82/g81/g68/g79/g3 /g70/g82/g81/g87/g85/g82/g79/g86/g3that are in place at the site and/or have been filed or recorded in a registry under federal,
tribal, state or local law?
The /g56/g86/g72/g85has not informed ODIC of any
knowledge of activity or land use limitations
associated with the Property.

An environmental cleanup lien/AUL search is not
required from ODIC as part of this Phase I ESA.

An Environmental Lien Search was not requested
by the /g56/g86/g72/g85of this /g53/g72/g83/g82/g85/g87; however, based on our review of the Californi a Department of Toxic
Substances Control (DTSC) EnviroStor Database,
no Environmental Liens or Activity of Use
Limitations enforced by the DTSC against the
Property were identified.
/g3
Source:
/g75/g87/g87/g83/g29/g18/g18/g90/g90/g90/g17/g72/g81/g89/g76/g85/g82/g86/g87/g82/g85/g17/g71/g87/g86/g70/g17/g70/g68/g17/g74/g82/g89/g18/g83/g88/g69/g79/g76/g70/g18/g71/g72/g72/g71 /g85/g72/g86/g87 /g85/g76/g70/g87/g76/g82/g81/g86/g17/g68/g86/g83
(3.) Specialized knowledge or experience of
the person seeking to qualify for the LLP (40
CFR 312.28).

As the /g56/g86/g72/g85/g3of this /g40/g54/g36/g3do you have any specialized knowledge or experience related to
the /g51/g85/g82/g83/g72/g85/g87/g92/g3or nearby properties? For example, are you involved in the same line of business as
the current or former /g82/g70/g70/g88/g83/g68/g81/g87/g86/g3of the /g51/g85/g82/g83/g72/g85/g87/g92/g3or an adjoining /g83/g85/g82/g83/g72/g85/g87/g92/g3so that you would have specialized knowledge of the chemicals and
processes used by this type of business?
The /g56/g86/g72/g85has not informed ODIC of any
specialized knowledge or experience related to
the Property or nearby properties.
(4.) Relationship of the purchase price to the
fair market value of the Property if it were not
contaminated (40 CFR 312.29).

Does the purchase price being paid for this
/g51/g85/g82/g83/g72/g85/g87/g92/g3reasonably reflect the fair market value of the /g51/g85/g82/g83/g72/g85/g87/g92? 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 /g51/g85/g82/g83/g72/g85/g87/g92? The /g56/g86/g72/g85has not informed ODIC of any
information pertaining to the purchase price with
respect to the fair market value of the Property.
(5.) Commonly known or reasonably
ascertainable information about the Property
(40 CFR 312.30).

Are you aware of commonly known or /g85/g72/g68/g86/g82/g81/g68/g69/g79/g92/g3 /g68/g86/g70/g72/g85/g87/g68/g76/g81/g68/g69/g79/g72/g3information about the /g51/g85/g82/g83/g72/g85/g87/g92/g3that would help the /g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g51/g85/g82/g73/g72/g86/g86/g76/g82/g81/g68/g79/g11/g40/g51/g12/g3to identify conditions indicative of releases or
threatened releases? For example, as /g56/g86/g72/g85,
(a.) Do you know the past uses of the /g51/g85/g82/g83/g72/g85/g87/g92? (b.) Do you know of specific chemicals that are
present or once were present at the /g51/g85/g82/g83/g72/g85/g87/g92? (c.) Do you know of spills or other chemical
releases that have taken place at the /g51/g85/g82/g83/g72/g85/g87/g92? (d.) Do you know of any environmental cleanups
that have taken place at the /g51/g85/g82/g83/g72/g85/g87/g92? The /g56/g86/g72/g85has not informed ODIC of any
commonly known or reasonably ascertainable
information about the Property that would identify
conditions indicative of releases or threatened
releases, other than as described in Section 6.3
(Interviews), if applicable.

As the /g56/g86/g72/g85/g3of this /g40/g54/g36, based on your knowledge and experience related to the /g51/g85/g82/g83/g72/g85/g87/g92/g3 are there any /g82/g69/g89/g76/g82/g88/g86/g3indicators that point to the presence or likely presence of contamination at
the /g51/g85/g82/g83/g72/g85/g87/g92?
The /g56/g86/g72/g85has not informed ODIC of any obvious indicators that point to the presence or likely
presence of contamination at the Property, other
than as described in Section 6.3 (Interviews), if
applicable.
/g25/g17/g21/g3/g51/g53/g40/g47/g44/g48/g44/g49/g36/g53/g60/g3/g55/g44/g55/g47/g40/g3/g53/g40/g51/g50/g53/g55/g3/g50/g53/g3/g47/g36/g49/g39/g3/g55/g44/g55/g47/g40/g3/g53/g40/g38/g50/g53/g39/g54/g3 /g49/g50/g3/g51/g53/g40/g47/g44/g48/g44/g49/g36/g53/g60/g3/g55/g44/g55/g47/g40/g3/g53/g40/g51/g50/g53/g55/g54/g15/g3 /g53/g40/g38/g50/g53/g39/g40/g39/g3/g47/g36/g49/g39/g3/g55/g44/g55/g47/g40/g3/g53/g40/g38/g50/g53/g39/g54/g15/g3/g50/g53/g3/g43/g44/g54/g55/g50/g53/g44/g38/g36/g47/g3/g38/g43/g36/g44/g49/g3 /g50/g41/g3/g55/g44/g55/g47/g40/g3/g58/g36/g54/g3 /g53/g40/g57/g44/g40/g58/g40/g39/g3/g39/g56/g53/g44/g49/g42/g3/g55/g43/g44/g54/g3/g40/g54/g36/g17/g3/g50/g39/g44/g38/g182/g54/g3/g54/g38/g50/g51/g40/g3/g50/g41/g3/g44/g49/g57/g40/g54/g55/g44/g42/g36/g55/g44/g50/g49/g3/g36/g54/g3/g58/g40/g47/g47/g3/g36/g54/g3/g55/g43/g40/g3/g38/g50/g49/g55/g53/g36/g38/g55/g56/g36/g47/g3/g36/g42/g53/g40/g40/g48/g40/g49/g55/g3 /g37/g40/g55/g58/g40/g40/g49/g3/g50/g39/g44/g38/g3 /g36/g49/g39/g3 /g55/g43/g40/g3/g38/g47/g44/g40/g49/g55/g3 /g39/g50/g40/g54/g3 /g49/g50/g55/g3 /g44/g49/g38/g47/g56/g39/g40/g3 /g50/g37/g55/g36/g44/g49/g44/g49/g42/g3 /g36/g49/g39/g18/g50/g53/g3 /g53/g40/g57/g44/g40/g58/g44/g49/g42/g3 /g36/g3/g51/g53/g40/g47/g44/g48/g44/g49/g36/g53/g60/g3/g55/g44/g55/g47/g40/g3 /g53/g40/g51/g50/g53/g55/g54/g15/g3/g53/g40/g38/g50/g53/g39/g40/g39/g3/g47/g36/g49/g39/g3/g55/g44/g55/g47/g40/g3/g53/g40/g38/g50/g53/g39/g54/g15/g3/g50/g53/g3/g43/g44/g54/g55/g50/g53/g44/g38/g36/g47/g3/g38/g43/g36/g44/g49/g3/g50/g41/g3/g55/g44/g55/g47/g40/g17/g25/g17/g22/g3 /g44/g49/g55/g40/g53/g57/g44/g40/g58/g54/g3/g3 Interview with Owner

INTERVIEW DETAILS
Name Mr. JB Leamer
Title Owner
Contact Information 415-286-3126
Purpose of Environmental
Assessment
Property Sale Refinance Other
X
Summary
Mr. Leamer engaged ODIC to conduct a Phase I Environmental Site Assessment to determine the histor y of the Property. Plans for the Western Property and Eastern Property are to redevelop the sites into two boutique hotels. He explained that in 2009- 2010 a commercial building was demolished at 743 1 st Street as part of rebuilding the railroad bridge for the Napa Valley Wine Train. Due to ODIC’s Phase II recommendation in 2014 because of the dry cleaners recognized environmental conditions (RECs), he said (and provided) a Phase II done for the Property by BSK.

He a dded that Trade Brewing has occupied 731 1 st Street for approximately one year and that it was vacant for a couple years before then.

7.0 CONCLUSIONS
ODIC En vironmental (ODIC) performed a Phase I Environmental Site Assessment of the Property in conformance with the scope and limitations of ASTM Standard Practice E1527-13. ASTM Standard Practice E1527-13 defines a /g53/g72/g70/g82/g74/g81/g76/g93/g72/g71/g3 /g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3 /g38/g82/g81/g71/g76/g87/g76/g82/g81/g3 /g11/g53/g40/g38/g12as the presence or likely presence of any /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3/g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3or /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3/g83/g85/g82/g71/g88/g70/g87/g86/g3in, on, or at a /g51/g85/g82/g83/g72/g85/g87/g92: (/g20) due to /g85/g72/g79/g72/g68/g86/g72 to the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87; (/g21) under conditions indicative of a /g85/g72/g79/g72/g68/g86/g72/g3to the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87; or (/g22) under conditions that pose a /g80/g68/g87/g72/g85/g76/g68/g79/g3/g87/g75/g85/g72/g68/g87/g3of a future /g85/g72/g79/g72/g68/g86/g72/g3to the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87. Conditions determined to be /g71/g72/g3/g80/g76/g81/g76/g80/g76/g86/g3 generally do not present a threat to human health or the /g72/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g3and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies.

Conditions determined to be /g71/g72/g3/g80/g76/g81/g76/g80/g76/g86conditions are not /g53/g72/g70/g82/g74/g81/g76/g93/g72/g71/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g38/g82/g81/g71/g76/g87/g76/g82/g81/g86.

A /g43/g76/g86/g87/g82/g85/g76/g70/g68/g79/g3/g53/g72/g70/g82/g74/g81/g76/g93/g72/g71/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g38/g82/g81/g71/g76/g87/g76/g82/g81/g3/g11/g43/g53/g40/g38/g12/g3is /g68/g3past /g85/g72/g79/g72/g68/g86/g72/g3of any /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3/g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3 or /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3/g83/g85/g82/g71/g88/g70/g87/g86/g3that has occurred in connection with the /g51/g85/g82/g83/g72/g85/g87/g92/g3and has been addressed to the satisfaction of the applicable regu latory authority or meeting unrest ricted use criteria established by a regulatory authority, without subjecting the /g51/g85/g82/g83/g72/g85/g87/g92/g3to any required controls (for example, /g51/g85/g82/g83/g72/g85/g87/g92/g3/g88/g86/g72/g3 /g85/g72/g86/g87/g85/g76/g70/g87/g76/g82/g81/g86, /g68/g70/g87/g76/g89/g76/g87/g92/g3/g68/g81/g71/g3/g88/g86/g72/g3/g79/g76/g80/g76/g87/g68/g87/g76/g82/g81/g86, /g76/g81/g86/g87/g76/g87/g88/g87/g76/g82/g81/g68/g79/g3/g70/g82/g81/g87/g85/g82/g79/g86, or /g72/g81/g74/g76/g81/g72/g72/g85/g76/g81/g74/g3/g70/g82/g81/g87/g85/g82/g79/g86).

AC /g82/g81/g87/g85/g82/g79/g79/g72/g71/g3/g53/g72/g70/g82/g74/g81/g76/g93/g72/g71/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g38/g82/g81/g71/g76/g87/g76/g82/g81/g3/g11/g38/g53/g40/g38/g12/g3is/g3a /g53/g72/g70/g82/g74/g81/g76/g93/g72/g71/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g38/g82/g81/g71/g76/g87/g76/g82/g81/g3 resulting from a past /g85/g72/g79/g72/g68/g86/g72/g3of /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3/g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3or /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3/g83/g85/g82/g71/g88/g70/g87/g86/g3that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with /g75/g68/g93/g68/g85/g71/g82/g88/g86/g3/g86/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3or /g83/g72/g87/g85/g82/g79/g72/g88/g80/g3/g83/g85/g82/g71/g88/g70/g87/g86/g3allowed to remain in place subject to the implementation of required controls (for example, /g51/g85/g82/g83/g72/g85/g87/g92/g3use restrictions, /g68/g70/g87/g76/g89/g76/g87/g92/g3/g68/g81/g71/g3/g88/g86/g72/g3/g79/g76/g80/g76/g87/g68/g87/g76/g82/g81/g86, /g76/g81/g86/g87/g76/g87/g88/g87/g76/g82/g81/g68/g79/g3/g70/g82/g81/g87/g85/g82/g79/g86, or /g72/g81/g74/g76/g81/g72/g72/g85/g76/g81/g74/g3/g70/g82/g81/g87/g85/g82/g79/g86).

Conclusions and Findings
ODIC perform ed a Phase I Environmental Site As sessment of the Property in conformance with the scope and limitations of ASTM Standard Practice E1527-13. This environmental assessment has revealed the following in connection with the Property:

REC identified: Yes No
HREC identified: Yes No
CREC identified: Yes No
Significant data gap identified: Yes No
Refer to Section 8.0, Recommendations and Opinions, for further details.

8.0 RECOMMENDATIONS AND OPINIONS
ODIC perform ed a Phase I Environmental Site Asse ssment of the Property in conformance with the scope and limitations of ASTM Standard Practice E1527-13.

Property and Vicinity History
West Property
The West Property was developed with four resident ial dwellings and storage sheds in 1886. By 1891, one of the dwellings was replaced with the Hotel Di Genova. The hotel was later renamed the Lombardo Hotel until it was demolished in 1967. The West Pr operty remained relatively unchanged until the mid- 1950s when two of the residential dwellings were re moved. In the late 1960s, all improvements on the West Property were demolished. Since then, it has remained a vacant commercial lot.

In 1982, the residential dwelling at 731 1 st Street was converted to a commercial use and was occupied by a possible dry cleaners known as Valet Cleaner & Tailor until 1988 followed by Ye Olde Valet Shoppe from the late 1980s through the 1990s. From 2003 to 2014, Adam’s Cleaners operated a dry cleaners with an onsite dry cleaning machine that uses pe rchloroethylene (PCE). In 2017, Trade Brewing moved into the building. The residential dwellings at 711 1st Street, 718 Water Street, and 730 Water Street have remained relatively unchanged since the 1880s.

Previous Environmental Site Assessments – 730 Water Street and 731 1st Street ODIC conducted a previous Phase I Environmental Site Assessment for 730 Water Street and 731 1 st Street dated January 29, 2014. At the time of site reconnaissance, the Property was occupied by a residential dwelling at 730 Water Stre et and Adam’s Cleaners at 731 1 st Street. A Columbia-model dry cleaning machine and drums of perchloroethylene (PCE ) were identified at Adam’s Cleaners. The owner of Adam’s Cleaners, Mr. Adam Chebl, was interviewe d at that time. He said that the previous occupant was a seamstress and that in 2003, he installed the PCE solvent dry cleaning machine.

View of Adam’s Cleaners in 2014 Interior of Adam’s Cleaners ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g23/g28/g3/g177/g3
ODIC Environmental
Columbia-model Dry Cleaning Machine 55-gallon drum of PCE Since 731 1st Street was a dry cleaners at the time of site reconnaissance, and was likely a historical dry cleaners, ODIC stated that tha t due to the shallow groundwater in the site vicini ty and the potential for vapor intrusion due to the potential soil and soil vapor contamination associ ated with dry cleaners, a subsurface investigation should be conducted.

Based on ODIC’s Phase II recomme ndation, BSK Associates conducted a targeted Phase II Investigation Report for Soil and Groundwater at Adam’s Cleaners. BSK advanced two borings, B1 and B2, outside the buildings because interior access was not granted for their subsurface investigation. These locations were selected because they were adjacent to the sanitary sewer line cleanout leaving the dry cleaning business. Soil samples were collected at depths of 5, 7, and 10 feet below ground surface (bgs).

Groundwater was encountered around 11 and 13 feet bgs and groundwater samples were collected at 10 feet bgs for both borings. Soil and groundwater sa mples did not identify any halogenated solvents, specifically perchloroethylene (PCE) and trichloroethy lene (TCE). BSK stated that based on their site observations and analytical results of soil and groun dwater samples, no evidence of contamination from the former or existing dry cleaning operations was discovered.

While no soil or groundwater samples from BSK’s Phas e II Report identified contaminants of concern, since no borings were advanced inside the dry cleaning building, ODIC be lieves that the potential of soil, groundwater, and soil vapor contamination remains onsite, specifically below the building and a significant data gap exists despite BSK’s Phase II report. Moreover, groundwater in the site vicinity flows towards the southwest and no borings were advanced down-gra dient of the building. Therefore, ODIC believes a potential human health risk from the former dry clea ners remains and this is a Recognized Environmental Condition (REC).

Off-Site Concerns
Former Cleaners – 712-714 1st Street
A former dry cleaners known as Valet Cleaners & Tailors at 712-714 1 st Street was located approximately 90 feet to the north of the Property. It was identified as having operated from 1965 to 1985. It is unknown if this site was a dry cleaning plant or a drop-off loc ation. Moreover, this site is located up-gradient from the Property and groundwater in the si te vicinity was identified as flowing to the southwest, towards the Property and the Napa River. Therefore, a potential va por intrusion condition (V IC) exists from to the Valet Cleaners & Tailors north-adjacent site.

Former Gas Plant and Machine Shop – 831 1st Street
Based on Sanborn Fire Insurance Maps from 1901 an d 1910, the west-adjacent property that is currently Soscol Avenue was a former Napa Gas & Electric Co mpany gas plant that became a machine shop that operated an onsite foundry. A historical ad dress identified for this site was 831 1 st Street. Although this ATTACHMENT 13
/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g53/g72/g83/g82/g85/g87/g3 /g51/g85/g82/g77/g72/g70/g87/g3/g49/g82/g17/g3/g25/g22/g25/g25/g25/g23/g19/g16/g40/g54/g36/g44/g3 /g3 /g16/g3/g24/g19/g3/g177/g3
ODIC Environmental
site became part of Soscol Avenue , since no known assessments have been conducted at the Property, a VIC exists.

Recommendations and Opinions
Although BSK Associates conducted a Phase II at 731 1 st Street, no borings were advanced inside the building and down-gradient of the former dry cleaners. This represents a significant data gap and a REC.

A possible dry cleaners known as Valet Cleaners & Tailors was located on the north side of 1 st Street within 100 feet of the Property. Since groundwater in the site vicinity flows to the southwest, towards the Property and the Napa River, this off-site property is considered a REC.

A former Napa Gas & Electric Company gas plant that became a machine shop that operated an onsite foundry was located west of the West Property. This former site is now part of Soscol Avenue. Since no known assessments have been conducted at the West Property, this represents a REC.

ODIC recommends further investigation.

9.0 REFERENCES
During the preparation of this /g53/g72/g83/g82/g85/g87, a number of sources were contacted, individuals were interviewed, and various federal, state, county or local municipal agencies were cons ulted. Documentation applicable to the Property in those departments and agenci es was requested and reviewed when and where reasonably ascertainable, as detail ed in ASTM Standard Practice E1527-13. Individuals listed without phone numbers were contacted in pe rson or by e-mail. Reference source s for site-speci fic information, hydrogeologic setting, technical data, historical re search data, environmental reports and other records used are identified throughout this /g53/g72/g83/g82/g85/g87in corresponding sections. Any additional reference sources not cited in each applicable section of this /g53/g72/g83/g82/g85/g87, if applicable, are disclosed in this section. /g120/g36/g54/g55/g48/g3/g54/g87/g68/g81/g71/g68/g85/g71/g3/g51/g85/g68/g70/g87/g76/g70/g72/g3/g73/g82/g85/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3/g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g86/g29/g3/g51/g75/g68/g86/g72/g3/g44/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g54/g76/g87/g72/g3 /g36/g86/g86/g72/g86/g86/g80/g72/g81/g87/g3/g51/g85/g82/g70/g72/g86/g86/g15/g3/g36/g54/g55/g48/g3/g39/g72/g86/g76/g74/g81/g68/g87/g76/g82/g81/g3/g40/g20/g24/g21/g26/g16/g20/g22/g3 /g120/g40/g39/g53/g3/g53/g68/g71/g76/g88/g86/g3/g48/g68/g83/g3/g53/g72/g83/g82/g85/g87/g3 /g120/g40/g39/g53/g3/g43/g76/g86/g87/g82/g85/g76/g70/g68/g79/g3/g38/g76/g87/g92/g3/g39/g76/g85/g72/g70/g87/g82/g85/g76/g72/g86/g3 /g120/g40/g39/g53/g3/g43/g76/g86/g87/g82/g85/g76/g70/g68/g79/g3/g54/g68/g81/g69/g82/g85/g81/g3/g41/g76/g85/g72/g3/g44/g81/g86/g88/g85/g68/g81/g70/g72/g3/g48/g68/g83/g86/g3 /g120/g40/g39/g53/g3/g43/g76/g86/g87/g82/g85/g76/g70/g68/g79/g3/g36/g72/g85/g76/g68/g79/g3/g51/g75/g82/g87/g82/g74/g85/g68/g83/g75/g86/g3 /g120/g40/g39/g53/g3/g43/g76/g86/g87/g82/g85/g76/g70/g68/g79/g3/g55/g82/g83/g82/g74/g85/g68/g83/g75/g76/g70/g3/g48/g68/g83/g86/g3 /g120/g38/g88/g85/g85/g72/g81/g87/g3/g56/g54/g42/g54/g3/g26/g17/g24/g3/g48/g76/g81/g88/g87/g72/g3/g55/g82/g83/g82/g74/g85/g68/g83/g75/g76/g70/g3/g48/g68/g83/g3 /g120/g38/g76/g87/g92/g3/g82/g73/g3/g49/g68/g83/g68/g3/g37/g88/g76/g79/g71/g76/g81/g74/g3/g39/g72/g83/g68/g85/g87/g80/g72/g81/g87/g3 /g120/g41/g76/g85/g86/g87/g3/g36/g80/g72/g85/g76/g70/g68/g81/g3/g55/g76/g87/g79/g72/g3/g38/g82/g80/g83/g68/g81/g92/g3/g51/g85/g82/g83/g72/g85/g87/g92/g3/g51/g85/g82/g73/g76/g79/g72/g3 /g120/g43/g76/g86/g87/g82/g85/g76/g70/g3/g36/g72/g85/g76/g68/g79/g3/g51/g75/g82/g87/g82/g74/g85/g68/g83/g75/g86/g3 /g75/g87/g87/g83/g29/g18/g18/g90/g90/g90/g17/g75/g76/g86/g87/g82/g85/g76/g70/g68/g72/g85/g76/g68/g79/g86/g17/g70/g82/g80/g18/g3 /g120/g42/g82/g82/g74/g79/g72/g3/g40/g68/g85/g87/g75/g3 /g75/g87/g87/g83/g29/g18/g18/g72/g68/g85/g87/g75/g17/g74/g82/g82/g74/g79/g72/g17/g70/g82/g80/g18/g3/g3 /g120/g56/g81/g76/g87/g72/g71/g3/g54/g87/g68/g87/g72/g86/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3/g51/g85/g82/g87/g72/g70/g87/g76/g82/g81/g3/g36/g74/g72/g81/g70/g92/g15/g3/g40/g51/g36/g3/g48/g68/g83/g3/g82/g73/g3/g53/g68/g71/g82/g81/g3/g61/g82/g81/g72/g86/g3/g11/g39/g82/g70/g88/g80/g72/g81/g87/g3/g40/g51/g36/g16/g23/g19/g21/g16/g53/g16 /g28/g22/g16/g19/g26/g20/g12/g3
/g75/g87/g87/g83/g86/g29/g18/g18/g90/g90/g90/g17/g72/g83/g68/g17/g74/g82/g89/g18/g85/g68/g71/g82/g81/g18/g73/g76/g81/g71/g16/g76/g81/g73/g82/g85/g80/g68/g87/g76/g82/g81/g16/g68/g69/g82/g88/g87/g16/g79/g82/g70/g68/g79/g16/g85/g68/g71/g82/g81/g16/g93/g82/g81/g72/g86/g16/g68/g81/g71/g16/g86/g87/g68/g87/g72/g16/g70/g82/g81/g87/g68/g70/g87/g16 /g76/g81/g73/g82/g85/g80/g68/g87/g76/g82/g81/g6/g85/g68/g71/g82/g81/g80/g68/g83/g3/g3 /g120/g38/g68/g79/g76/g73/g82/g85/g81/g76/g68/g3/g58/g68/g87/g72/g85/g3/g53/g72/g86/g82/g88/g85/g70/g72/g86/g3/g38/g82/g81/g87/g85/g82/g79/g3/g37/g82/g68/g85/g71/g3/g42/g72/g82/g55/g85/g68/g70/g78/g72/g85/g3/g82/g81/g79/g76/g81/g72/g3/g71/g68/g87/g68/g69/g68/g86/g72/g3 /g75/g87/g87/g83/g29/g18/g18/g74/g72/g82/g87/g85/g68/g70/g78/g72/g85/g17/g90/g68/g87/g72/g85/g69/g82/g68/g85/g71/g86/g17/g70/g68/g17/g74/g82/g89/g18/g71/g72/g73/g68/g88/g79/g87/g17/g68/g86/g83/g3 /g120/g39/g72/g83/g68/g85/g87/g80/g72/g81/g87/g3/g82/g73/g3/g55/g82/g91/g76/g70/g3/g54/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3/g38/g82/g81/g87/g85/g82/g79/g3/g40/g49/g57/g44/g53/g50/g54/g55/g50/g53/g3/g82/g81/g79/g76/g81/g72/g3/g71/g68/g87/g68/g69/g68/g86/g72/g3 /g75/g87/g87/g83/g29/g18/g18/g90/g90/g90/g17/g72/g81/g89/g76/g85/g82/g86/g87/g82/g85/g17/g71/g87/g86/g70/g17/g70/g68/g17/g74/g82/g89/g18/g83/g88/g69/g79/g76/g70/g18/g39/g72/g73/g68/g88/g79/g87/g17/g68/g86/g83/g3 /g120/g39/g72/g83/g68/g85/g87/g80/g72/g81/g87/g3/g82/g73/g3/g55/g82/g91/g76/g70/g3/g54/g88/g69/g86/g87/g68/g81/g70/g72/g86/g3/g38/g82/g81/g87/g85/g82/g79/g3/g43/g68/g93/g68/g85/g71/g82/g88/g86/g3/g58/g68/g86/g87/g72/g3/g55/g85/g68/g70/g78/g76/g81/g74/g3/g54/g92/g86/g87/g72/g80/g3/g82/g81/g79/g76/g81/g72/g3/g71/g68/g87/g68/g69/g68/g86/g72/g3 /g75/g87/g87/g83/g29/g18/g18/g75/g90/g87/g86/g17/g71/g87/g86/g70/g17/g70/g68/g17/g74/g82/g89/g18/g85/g72/g83/g82/g85/g87 /g86/g72/g68/g85/g70/g75/g17/g70/g73/g80/g34/g76/g71/g32/g24/g3 ATTACHMENT 13
/g3
/g50/g71/g76/g70/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3

APPENDIX A

PROPERTY LOCATION MAP /P LOT PLAN
ATTACHMENT 13
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/g54/g44/g55/g40/g3/g36/g39/g39/g53/g40/g54/g54/g29
/g38/g82/g80/g80/g72/g85/g70/g76/g68/g79/g15/g3/g53/g72/g86/g76/g71/g72/g81/g87/g76/g68/g79/g15/g3/g68/g81/g71/g3/g57/g68/g70/g68/g81/g87/g3/g47/g68/g81/g71 /g26/g20/g20/g16/g27/g22/g20/g3/g20/g86/g87]ẇ/g85/g72/g72/g87/g3/g68/g81/g71/g3/g26/g20/g27/g16/g26/g22/g19/g3/g58/g68/g87/g72/g85/g3/g54/g87/g85/g72/g72/g87/g15 ^₢_/g68/g15/g3/g38/g36/g3/g28/g23/g24/g24/g28
/g50/g39/g44/g38/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79 /g22/g21/g24/g24/g3/g58/g76/g79/g86/g75/g76/g85/g72/g3/g37/g79/g89/g71/g17/g3/g6/g20/g24/g20/g19 /g47/g82/g86/g3/g36/g81/g74/g72/g79/g72/g86/g15/g3/g38/g36/g3/g28/g19/g19/g20/g19 /g55/g72/g79/g29/g3/g21/g20/g22/g16/g22/g27/g19/g16/g19/g19/g28/g19 <₢/g91/g29/g3/g21/g20/g22/g16/g22/g27/g19/g16/g19/g24/g19/g24 /g49/g82/g3/g54/g70/g68/g79/g72
/g58/g72/g86/g87/g3
/g51/g85/g82/g83/g72/g85/g87/g92
+/g19/g22/g16/g27/g21/g24/g3/g20/g86/g87] ẇ/g85ҟҟẇ
Κ/g68/g86/g87
/g51/g85/g82/g83/g72/g85/g87|
/g20/g86/g87/g54/g87/g85/g72ҟẇ
Ꞓ₢/g87/g72/g85/g3/g54/g87/g85/g72/g72ẇ
} >~Ǒ/g81/g86/g87/g85/g92/g3/g54/g87/g85/g72/g72ẇ
]ȑ/g86٬ٞg36/g89۷g88ҟ
/g20/g86/g87/g54/g87/g85ҟҟẇ
٬
Ǒ/g89/g72/g85
٬
Ǒ/g89ҟ/g85
/g38/g75/g76/g81/g68/g3/g51/g82/g76/g81/g87/g3/g51/g68/g85/g78 /g49/g82/g3/g36/g71/g71/g85/g72/g86/g86
/g38/g75{₢/g85/g78
/g49/g82/g3/g36/g71/g71/g85/g72/g86/g86
^₢/g83/g68/g3/g38/g82/g88٬
g41/g79/g82/g82/g71/g3/g38/g82/g81/g87/g85ٞ
g27/g19/g23/g3/g20/g86/g87/g54/g87/g85ҟҟẇ
<ȑ /g85/g81/g82/g3/g51/g76/g82/g80/g69/g82/g3
Ꞓȑȑ /g71/g3/g41Ǒ/g85/g72/g3/g50/g89/g72/g81/g86
/g26/g21/g27/g3/g20/g86/g87/g54/g87/g85/g72ҟẇ
! /g75/g72/g3/g58/g76/g81/g72/g3/g55/g75/g76/g72/g73/g3/g18/g3/g57/g82/g82/g3 /g39/g82/g82/g182/g86/g3/g43/g68Ǒ/g85/g3/g54/g68/g79/g82/g81/g3/g18 }₢ /g85/g78/g3/g43/g72/g85/g82/g79/g71/g3/g58/g76/g81/g72/g86 /g26/g19/g27/g16/g26/g20/g23/g3/g20/g86/g87/g54/g87/g85ҟҟẇ /g53/g72/g86/g76/g71/g72/g81ٞ g28/g19}>~/g76/g81/g86/g87/g85]ẇ/g85/g72/g72/g87
/g50/g91/g69/g82/g90/g3/g51/g88/g69/g79/g76/g70/g3/g48/g68/g85/g78/g72/g87 /g25/g20/g19/g3/g20/g86/g87/g54/g87/g85/g72ҟẇ
/g41/g76/g79/g76/g83/g83/g76/g182/g86/g3/g51/g76/g93/g93/g68/g3/g42/g85ȑẇẇȑ /g25/g23/g24/g3/g20/g86/g87/g54/g87/g85/g72ҟẇ
^₢_/g68/g3/g38/g82/g88٬
ٞ< g82/g82/g71/g3/g38/g82/g81/g87/g85ٞ
+g26/g25/g3/g58/g68/g87/g72/g85/g3/g54/g87/g85/g72ҟẇ
/g38/g82/g88ȑ/g73/g3/g49/g68/g83/g68/g3/g38/g82/g85/g83/g82/g85/g68/g87/g72/g3/g60/g68/g85/g71 /g28/g22Ꞓ /g68/g87/g72/g85] /g87/g85/g72/g72ẇ
/g42/g72/g79/g82/g90/g15/g3/g37/g82/g85/g85/g72/g86/g82/g81/g15/g3/g42/g72/g79/g82/g90 /g49/g72/g90/g86/g83/g68/g83/g72/g85/g3/g39/g76/g86/g87/g85/g76/g69/g88/g87/g76/g82/g81 /g27/g19/g26]ȑ /g86/g70/g82/g79/g3/g36/g89/g72/g81/g88ҟ ҟ /g3/g37/g85/g72/g90/g76/g81/g74
/g28/g22/g19/g3/g22/g85/g71/g54/g87/g85ҟҟẇ
/g38/g76/g87/g92/g3/g82/g73٬g47/g82/g87
^ ȑ/g3/g36/g71/g71/g85/g72/g86/g86
/g38/g82/g80/g80/g72/g85/g70/g76/g68ٞ
\ /g21/g25/g3/g22/g85/g71/g54/g87/g85/g72ҟẇ
/g55/g85/g68/g71/g72/g3/g37/g85/g72/g90/g76/g81/g74
/g11/g41/g82/g85/g80/g72/g85/g3
/g39/g85/g92/g3/g38/g79/g72/g68/g81/g72/g85/g86/g12
/g26/g22/g20/g3/g20/g86/g87/g54/g87/g85ҟҟẇ
/g53/g72/g86/g76/g71٬ٞ
g39/g90/g72/g79/g79/g76/g81/g74
\ɍ /g19/g3/g58/g68/g87/g72/g85٬
] ẇ/g85ҟҟẇ
/g53/g72/g86/g76/g71/g72٬ٞ
g39/g90/g72/g79/g79/g76/g81/g74
/g26/g20/g20/g3/g20/g86/g87/g54/g87/g85ҟҟẇ
/g53/g72/g86/g76/g71٬ٞ
g39/g90/g72/g79/g79/g76/g81/g74
\/g20/g27/g3/g58/g68/g87/g72/g85/g3/g54/g87/g85/g72ҟẇ
/g39/g72/g87/g68/g70/g75/g72/g71/g3
/g42/g68/g85/g68/g74ҟ
/g40/g68/g86/g87/g3/g51/g85/g82/g83/g72/g85/g87/g92
!ҟ
/g37/g21
/g13/g3/g37/g20/g3/g68/g81/g71/g3/g37/g21/g3/g68/g85/g72/g3/g69/g82/g85/g76/g81/g74/g86/g3/g68/g71/g89/g68/g81/g70/g72/g71/g3/g69/g92/g3/g37/g54/g46/g3/g36/g86/g86/g82/g70/g76/g68/g87/g72/g86/g3/g76/g81/g3/g48/g68/g85/g70/g75/g3/g21/g19/g20/g23 /g13/g13/g3/g55/g75/g72/g85/g72/g3/g68/g85/g72/g3/g81/g82/g3/g69/g88/g76/g79/g71/g76/g81/g74/g86/g3/g82/g81/g3/g87/g75/g72/g3/g58/g72/g86/g87/g3/g51/g85/g82/g83/g72/g85/g87/g92 /g42/g85/g82/g88/g81/g71/g90/g68/g87/g72/g85/g3
/g41/g79/g82/g90/g3/g39/g76/g85/g72۷
ȑ/g85/g80/g72/g85}₢>/g75/g76/g81/g72/g3
/g54/g75/g82/g83/g3/g18/g3/g49/g68/g83/g68/g3/g42/g68/g86/g3/g9/g3 ҟ>ẇ/g85/g76/g70/g3/g41/g68Ǒẇ|
+ɍ/g20/g3/g20/g86/g87/g54/g87/g85/g72ҟẇ
/g26/g20/g20/g16/g26/g23/g22/g3/g20/g86/g87/g54/g87/g85/g72/g72/g87/g3/g18/g3 /g26/g20/g27/g16/g26/g22/g19Ꞓ /g68/g87/g72/g85]ẇ/g85/g72/g72/g87 ҟ/g3/g55/g85₢/g76/g81/g3/g47/g47/g38
/g49/g82/g3/g36/g71/g71/g85/g72/g86/g86
/g58/g72/g86/g87/g3/g51/g85/g82/g83/g72/g85/g87/g92
/g27/g21/g22/g3/g20/g86/g87]ẇ/g85/g72/g72/g87
/g36/g51/g49/g6/g3/g19/g19/g22/g16/g21/g22/g24/g16/g19/g19/g23/g16/g19/g19/g19 +/g19/g22/g3/g20/g86/g87/g54/g87/g85/g72ҟẇ
/g36/g51/g49/g6/g3/g19/g19/g22/g16/g21/g22/g24/g16/g19/g19/g24/g16/g19/g19/g19 +/g21/g24/g3/g20/g86/g87/g54/g87/g85/g72ҟẇ
/g36/g51/g49/g6/g3/g19/g19/g22/g16/g21/g22/g24/g16/g19/g19/g22/g16/g19/g19/g19 +/g20/g28/g3/g20/g86/g87] ẇ/g85ҟҟẇ
/g36/g51/g49/g6/g3/g19/g19/g22/g16/g21/g22/g24/g16/g19/g19/g25/g16/g19/g19/g19 \/g23/g22/g3/g20/g86/g87/g54/g87/g85/g72ҟẇ
/g36/g51/g49/g6/g3/g19/g19/g22/g16/g21/g23/g20/g16/g19/g19/g25/g16/g19/g19/g19 /g36/g51/g49/g6/g3/g19/g19/g22/g16/g21/g23/g20/g16/g19/g19/g24/g16/g19/g19/g19 /g36/g51/g49/g6/g3/g19/g19/g22/g16/g21/g23/g20/g16/g19/g19/g22/g16/g19/g19/g19 ATTACHMENT 13
/g36/g51/g51/g40/g49/g39/g44/g59/g3/g37/g3
/g51/g53/g50/g51/g40/g53/g55/g60/g3/g9/g3/g57/g44/g38/g44/g49/g44/g55/g60/g3/g51/g43/g50/g55/g50/g42/g53/g36/g51/g43/g54/g3 ٬
g55/g75/g72/g3Ꞓҟ /g86/g87/g3/g51/g85/g82/g83/g72/g85/g87/g92/g3/g89/g76/g72/g90/g72/g71/g3/g73/g85/g82/g80/g3/g87/g75/g72/g3/g76/g81/g87/g72/g85/g86/g72/g70/g87/g76/g82٬۷g82/g73٬ g20/g86/g87/g3/g54/g87/g85/g72/g72/g87/g3/g68/g81/g71/g3/g54/g82/g86/g82/g79/g3/g36/g89/g72/g81/g88/g72/g17/g3/g3/g55/g75/g72/g3/g58/g72/g86/g87/g3/g51/g85/g82/g83/g72/g85/g87/g92/g3/g76/g86/g3/g68/g3/g89/g68/g70/g68/g81/g87/g3/g79/g82/g87/g17/g3/g3 /g3
/g53/g68/g76/g79/g85/g82/g68/g71/g3 /g87/g85/g68/g70/g78/g86/g3 /g87/g75٬g86/g72/g83/g68/g85/g68/g87/g72/g3 /g87/g75/g72/g3 /g51/g85/g82/g83/g72/g85/g87/g92/g3٬₢٬ Ꞓҟ /g86/g87/g3/g51/g85/g82/g83/g72/g85/g87| /g3/g68/g81/g71/g3/g40/g68/g86/g87/g3/g51/g85/g82/g83/g72/g85/g87| /g17/g3 /g55/g75/g72/g3/g85/g68/g76/g79/g85/g82/g68/g71/g3/g87/g85/g68/g70/g78/g86/g3/g87/g75/g68/g87/g3/g69/g76/g86/g72/g70/g87/g3/g87/g75/g72/g3/g51/g85/g82/g83/g72/g85/g87/g92/g17/g3 /g3
/g55/g85/g68/g71/g72/g3/g37/g85/g72/g90/g76/g81/g74/g3/g68/g87/g3/g26/g22/g20/g3/g20/g86/g87/g3/g54/g87/g85/g72/g72/g87/g17/g3/g3 /g44/g81/g87/g72/g85/g76/g82/g85/g3/g82/g73/g3/g55/g85/g68/g71/g72/g3/g37/g85/g72/g90/g76/g81/g74/g17/g3٬ g3
ATTACHMENT 13
٬
g41/g82/g82/g71/g3/g83/g85/g72/g83/g68/g85/g68/g87/g76/g82/g81/g3/g68/g85/g72/g68/g3/g82/g73/g3/g55/g85/g68/g71/g72/g3/g37/g85/g72/g90/g76/g81/g74/g17/g3/g3 /g51/g68/g89/g72/g71/g3/g71/g85/g76/g89/g72/g90/g68/g92/g3/g73/g82/g85/g3/g55/g85/g68/g71/g72/g3/g37/g85/g72/g90/g76/g81/g74/g17٬ g3
@ҟ/g86/g76/g71/g72٬ٞg71/g90/g72/g79/g79/g76/g81/g74/g3 /g86/g82/g88/g87/g75٬ g82/g73/g3 /g55/g85/g68/g71/g72/g3 /g37/g85/g72/g90/g76/g81/g74/g3٬ g26/g22/g19/g3/g58/g68/g87/g72/g85/g3/g54/g87/g85/g72/g72/g87/g17٬ g53/g72/g86/g76/g71/g72/g81/g87/g76/g68/g79/g3/g71/g90/g72/g79/g79/g76/g81/g74/g3/g68/g87/g3/g26/g20/g20/g3/g20/g86/g87/g3/g54/g87/g85/g72/g72/g87/g17/g3/g3 /g3
/g46/g76/g87/g70/g75/g72/g81/g3/g68/g85/g72/g68/g3/g82/g73/g3/g26/g20/g20/g3/g20/g86/g87/g3/g54/g87/g85/g72/g72/g87/g17/g3/g3 /g53/g72/g86/g76/g71/g72/g81/g87/g76/g68/g79/g3/g71/g90/g72/g79/g79/g76/g81/g74/g3/g68/g87/g3/g26/g20/g27/g3/g58/g68/g87/g72/g85/g3/g54/g87/g85/g72/g72/g87/g17/g3/g3 ٬
ATTACHMENT 13
٬
g46/g76/g87/g70/g75/g72/g81/g3/g68/g85/g72/g68/g3/g82/g73/g3/g26/g20/g27/g3/g58/g68/g87/g72/g85/g3/g54/g87/g85/g72/g72/g87/g17/g3/g3 /g39/g72/g87/g68/g70/g75/g72/g71/g3/g74/g68/g85/g68/g74/g72/g17/g3/g3 /g3
٬ g41/g79/g82/g82/g71/g3/g38/g82/g81/g87/g85/g82/g79٬g87/g75/g72/g3/g81/g82/g85/g87/g75/g3٬g27/g19/g23/g3/g20/g86/g87٬ g54/g87/g85/g72/g72/g87/g17/g3/g3
/g57/g76/g72/g90/g3 /g82/g73/g3 /g87/g75/g72/g3 /g85/g68/g76/g79/g85/g82/g68/g71/g3 /g87/g85/g68/g70/g78/g86/g3 /g87/g75/g68/g87/g3 /g72/g91/g87/g72/g81/g71/g3 /g81/g82/g85/g87/g75/g3٬ g86/g82/g88/g87/g75/g17/g3
/g3
/g41/g82/g85/g81٬ g51/g76/g82/g80/g69/g76/g15/g3٬g90/g82/g82/g71/g3 /g73/g76/g85/g72٬g82/g89/g72/g81/g3 /g69/g88/g86/g76/g81ҟ/g86/g86/g3٬g26/g21٬ g20/g86/g87/g3/g54/g87/g85/g72/g72/g87/g17/g3/g3
٬ٞg86/g87/g82/g85/g72/g86/g3٬g87/g75/g72/g3 /g81/g82/g85/g87/g75/g3 /g68/g81/g71/g3 /g81/g82/g85/g87/g75/g72/g68/g86/g87/g3٬g26/g19/g27/g16 /g26/g20/g23/g3/g20/g86/g87/g54/g87/g85/g72/g72/g87/g17/g3 ٬
ATTACHMENT 13
٬
g53/g72/g86/g76/g71/g72/g81/g87/g76/g68/g79/g3/g39/g90/g72/g79/g79/g76/g81/g74/g3٬g87/g75/g72/g3/g72/g68/g86/g87/g3٬g28/g19/g22/g3/g48/g70/g46/g76/g81/g86/g87/g85/g92/g3 /g54/g87/g85/g72/g72/g87/g17/g3/g3 /g38/g75/g76/g81/g68/g3/g51/g82/g76/g81/g87/g3/g51/g68/g85/g78/g3/g87/g82/g3/g87/g75/g72/g3/g81/g82/g85/g87/g75/g90/g72/g86/g87/g17/g3/g3 /g3
/g38/g75/g76/g81/g68/g3/g51/g82/g76/g81/g87/g3/g51/g68/g85/g78/g3/g87/g82/g3/g87/g75/g72/g3/g90/g72/g86/g87/g17/g3/g3 /g49/g68/g83/g68/g3/g53/g76/g89/g72/g85/g3/g87/g82/g3/g87/g75/g72/g3/g86/g82/g88/g87/g75/g90/g72/g86/g87/g17/g3/g3 /g3
٬ g38/g82/g88/g81/g87/g92/g3/g41/g79/g82/g82/g71/g3 /g38/g82/g81/g87/g85/g82/g79/g3 /g83/g68/g85/g78/g76/g81/g74/g3٬g87/g75/g72/g3 /g86/g82/g88/g87/g75/g3/g68/g87/g3/g27/g26/g25/g3/g58/g68/g87/g72/g85/g3/g54/g87/g85/g72/g72/g87/g17/g3/g3 /g38/g82/g88٬g82/g73/g3٬g69/g88/g76/g79/g71/g76/g81/g74/g3٬g87/g75/g72/g3 /g86/g82/g88/g87/g75/g72/g68/g86/g87/g3٬g28/g22/g22/g3 /g58/g68/g87/g72/g85/g3/g54/g87/g85/g72/g72/g87/g17/g3
٬
٬
ATTACHMENT 13
/g3
/g50/g71/g76/g70/g3/g40/g81/g89/g76/g85/g82/g81/g80/g72/g81/g87/g68/g79/g3

APPENDIX C

REGULATORY DATABASE REPORT
ATTACHMENT 13

FORM-LBC-ASH
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Inquiry Number: 5387191.2s
August 09, 2018
ATTACHMENT 13

SECTION PAGE
Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 8
Orphan Summary 413
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
TC5387191.2s Page 1
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TABLE OF CONTENTS
ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s 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 (E 1527-13), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate.

TARGET PROPERTY INFORMATION

ADDRESS
711,743, 801, 803, 819, 823, 825 FIRST ST
NAPA, CA 94559

COORDINATES

38.3003010 - 38˚ 18’ 1.08’’Latitude (North):
122.2825520 - 122˚ 16’ 57.18’’Longitude (West):

Zone 10Universal Tranverse Mercator:
562734.2UTM X (Meters):
4239172.0UTM Y (Meters):
18 ft. above sea levelElevation:

USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
5602154 NAPA, CATarget Property Map:
2012Version Date:

AERIAL PHOTOGRAPHY IN THIS REPORT
20140608Portions of Photo from:

USDASource:

ATTACHMENT 13
5387191.2s Page 2
H39 SMITH S CHEVRON SERV 795 SOSCOL AVE EDR Hist Auto Lower 655, 0.124, South H38 SMITH R C CHEVRON SE 797 SOSCOL AVE EDR Hist Auto Lower 622, 0.118, South G37 NAPA RADIATOR & FEND 973 1ST ST EDR Hist Auto Higher 614, 0.116, WSW H36 NOYES LUMBER COMPANY 909 3RD ST LUST, UST, HIST CORTESE, CERS Lower 600, 0.114, South G35 RIVERSIDE SERVICE 967 1ST ST EDR Hist Auto Higher 567, 0.107, WSW G34 RIVERSIDE SERVICE 967 1ST ST LUST, UST, HIST CORTESE, CERS Higher 567, 0.107, WSW G33 AUTOMOTIVE ENGINEERI 967 1ST ST RCRA-SQG, FINDS, ECHO Higher 567, 0.107, WSW D32 FREY HERBT 826 3D EDR Hist Auto Lower 533, 0.101, SSE G31 FRENCH CLEANERS 974 1ST ST EDR Hist Cleaner Higher 532, 0.101, WSW G30 FRENCH CLEANERS 970 1ST ST EDR Hist Cleaner Higher 530, 0.100, WSW D29 GROSSI V J 910 3D EDR Hist Auto Lower 526, 0.100, South D28 VANDERSCHOOT MOTORS 910 3D SALES EDR Hist Auto Lower 526, 0.100, South E27 KIEWIT INFRASTRUCTUR 1130 MCKINSTRY ST RCRA-SQG Higher 525, 0.099, North F26 JIM S WILSHIRE SERVI 1084 SOSCOL AVE EDR Hist Auto Higher 512, 0.097, NW F25 BIAVA MOTORS 1080 SOSCOL AVE EDR Hist Auto Higher 489, 0.093, NW D24 C 920 3D EDR Hist Auto Lower 449, 0.085, South
D23 AAMCO AUTOMOTIVE OF 820 3RD ST EDR Hist Auto Lower 432, 0.082, SSE C22 NAPA RIVERVIEW PROPE FIRST & VERNON UST Higher 393, 0.074, NE D21 SHELL OIL CO 801 SOSCOL AVE EDR Hist Auto Lower 364, 0.069, South D20 UNION SERVICE STATIO 805 SOSCOL AVE EDR Hist Auto Lower 358, 0.068, South 19 NAPA COUNTY CORP YAR 933 WATER ST LUST, UST, SWEEPS UST, HIST UST, CA FID UST, HIST... Higher 320, 0.061, East E18 PLUMBER’S WORKSHOP 622 001ST ST SWEEPS UST, CA FID UST Higher 308, 0.058, North D17 GELOW INC A CALIFORN 807 SASCOL AVENUE EDR Hist Auto Lower 291, 0.055, SSE C16 PLUMBER’S WORKSHOP 622 FIRST ST UST Higher 260, 0.049, NE C15 PLUMBER’S WORKSHOP 622 1ST ST HIST UST Higher 260, 0.049, NE C14 PLUMBERS WORKSHOP 622 FIRST STREET HIST UST Higher 260, 0.049, NE B13 HAINES RAY 902 1ST ST EDR Hist Auto Higher 249, 0.047, WSW A12 VALLEY TIRE AND BRAK 644 FIRST STREET LUST, CPS-SLIC, CERS Higher 189, 0.036, NNE A11 VALET CLEANERS & TAI 712 1ST ST EDR Hist Cleaner Higher 90, 0.017, NNE A10 VALET CLEANERS & TAI 714 1ST ST EDR Hist Cleaner Higher 90, 0.017, North B9 WARNER GEO C MOTORS 1051 SOSCOL AVE EDR Hist Auto Higher 78, 0.015, WSW B8 WARNER GEORGE C MOTO 1071 SOSCOL AVE EDR Hist Auto Higher 76, 0.014, WSW A7 WITCH’S PALACE 731 1ST STREET EMI Higher 1 ft.

A6 ADAM’S CLEANERS 731 1ST STREET EMI Higher 1 ft.

A5 YE OLDE VALET SHOPPE 731 FIRST ST RCRA-SQG Higher 1 ft.

A4 ADAM’S CLEANERS 731 FIRST ST HAZNET Higher 1 ft.

A3 YE OLDE VALET SHOPPE 731 1ST ST EDR Hist Cleaner Higher 1 ft.

A2 YE OLDE VALET SHOPPE 731 FIRST ST FINDS, ECHO Higher 1 ft.

A1 ADAM’S CLEANERS 731 1ST STREET FINDS Higher 1 ft.

MAPPED SITES SUMMARY
Target Property Address:
711,743, 801, 803, 819, 823, 825 FIRST ST
NAPA, CA 94559
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS ATTACHMENT 13
5387191.2s Page 3
78 PACIFIC BELL 933 COOMBS RCRA NonGen / NLR, FINDS, ECHO Higher 1283, 0.243, WSW O77 FORMER SLINSEN CONST 1314 MCKINSTRY STREE LUST, BROWNFIELDS, HAZNET, CERS Higher 1278, 0.242, North O76 SLINSEN CONSTRUCTION 1314 MCKINSTRY ST CPS-SLIC, UST, HIST UST Higher 1278, 0.242, North R75 FORMER NAPA MILL HAT 500 MAIN ST LUST, EMI, HAZNET, CERS Lower 1260, 0.239, South Q74 NAPA COUNTY JAIL 1125 3RD ST UST Higher 1222, 0.231, SSW N73 THIRD STREET AUTO RE 441 3RD ST CERS HAZ WASTE, CERS Lower 1213, 0.230, ESE N72 THIRD STREET AUTO 441 THIRD ST LUST, HAZNET Lower 1213, 0.230, ESE M71 NAPA PARKING LOT CIT SW CNR MAIN & CLINTO LUST, HIST CORTESE, CERS Higher 1182, 0.224, WNW P70 NAPA COUNTY DEPARTME 1195 THIRD ST. HIST UST, HAZNET Higher 1179, 0.223, SSW P69 COUNTY ADMINISTRATIO 1195 3RD ST HIST UST Higher 1179, 0.223, SSW P68 NAPA COUNTY ADMIN. B 1195 3RD ST LUST, UST, HIST CORTESE, CERS Higher 1179, 0.223, SSW O67 AL’S AUTO WRECKING 1274 MC KINSTRY ENVIROSTOR, LUST, UST, ENF, HIST CORTESE Higher 1148, 0.217, NNW 66 KOHL’S DEPARTMENT ST 1116 1ST ST CERS HAZ WASTE, CERS Higher 1112, 0.211, WSW N65 25TH DISTRICT AGRICU 575 3RD ST HIST UST Higher 1098, 0.208, ESE N64 NAPA VALLEY EXPOSITI 575 3RD LUST, HIST CORTESE Higher 1098, 0.208, ESE N63 NAPA VALLEY EXPOSITI 575 3RD ST LUST, UST, HIST UST, CERS Higher 1098, 0.208, ESE M62 FAST GAS 1221 MAIN ST HIST UST Higher 1095, 0.207, West M61 FAST GAS 1221 E MAIN ST SWEEPS UST, CA FID UST Higher 1095, 0.207, West 60 JENSEN’S ORNAMENTAL 625 BURNELL ST RCRA-SQG, LUST, FINDS, ECHO, EMI, CIWQS Lower 1054, 0.200, SE M59 P.M. QUIEN PROPERTY 1201 MAIN ST LUST, HAZNET Higher 1048, 0.198, West I58 J-V WAREHOUSE 426 001ST ST SWEEPS UST, CA FID UST Higher 973, 0.184, NE L57 CHEVRON 1009 3RD ST LUST, HIST CORTESE, CERS Higher 949, 0.180, SSW L56 CHEVRON 1009 3RD ST LUST Higher 949, 0.180, SSW
L55 FORMER TIDEWATER SER 965 THIRD STREET CPS-SLIC, CERS Higher 936, 0.177, SSW L54 MR HOWARD NUNN 826-828 BROWN STREET CPS-SLIC, CERS Higher 914, 0.173, SW L53 NAPA COUNTY FIRE DEP 732 MAIN ST LUST, HIST CORTESE, CERS Higher 902, 0.171, SSW L52 NAPA FLOOD CONTROL D 732 MAIN ST UST Higher 902, 0.171, SSW J51 VALLEY AUTO REPAIR 1046 MCKINSTRY STREE LUST, CHMIRS, CERS Higher 897, 0.170, NNW J50 VALLEY AUTO REPAIR/R 1046 MCKINSTRY ST UST Higher 897, 0.170, NNW L49 UNOCAL 1016 3RD ST LUST, HIST CORTESE, CERS Higher 875, 0.166, SSW L48 UNOCAL 1010 3RD ST LUST, HIST CORTESE, CERS Higher 868, 0.164, SSW L47 FORMER UNOCAL STATIO 1010 3RD ST UST Higher 868, 0.164, SSW K46 NAPA RIVER/NAPA CREE 1001 SECOND ST CPS-SLIC, CERS Higher 846, 0.160, SW K45 MAIN STREET INVESTOR 915 MAIN ST LUST Higher 799, 0.151, SW J44 SHARPSHOOTER IMAGING 1275 MCKINSTRY ST RCRA NonGen / NLR, FINDS, ECHO Higher 781, 0.148, NNW I43 OXBOW INVESTMENTS 540 1ST ST LUST, HIST CORTESE, CERS Higher 744, 0.141, NE H42 BIG CHIEF PONTIAC CO 796 SOSCOL AVE EDR Hist Auto Lower 659, 0.125, SSE H41 DAVE PARKER’S EUR-AS 796 SOSCOL AVE CERS HAZ WASTE, CERS Lower 659, 0.125, SSE H40 GREENBERGS REPAIR SH 796 SOSCOL AVE RCRA-SQG, FINDS, ECHO Lower 659, 0.125, SSE

MAPPED SITES SUMMARY
Target Property Address:
711,743, 801, 803, 819, 823, 825 FIRST ST
NAPA, CA 94559
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS ATTACHMENT 13
5387191.2s Page 4
V117 SOSCOL SIDEWALK 645 SOSCOL AVE LUST, UST, CERS Lower 1791, 0.339, SSE 116 MAIN STREET TIRE 1509 MAIN ST LUST, ENF, HIST CORTESE, CERS Higher 1788, 0.339, WNW X115 BP 1200 SILVERADO TRL LUST Higher 1770, 0.335, NE
X114 BP 1200 SILVERADO TRL LUST, HIST CORTESE, CERS Higher 1770, 0.335, NE 113 JOHNSON SHEET METAL 877 VALLEJO ST LUST, UST, SWEEPS UST, HIST UST, HIST CORTESE,... Higher 1759, 0.333, NW 112 CITY OF NAPA- SIDEWA 950 FRANKLIN LUST Higher 1758, 0.333, WSW Y111 BEACON 713 SILVERADO TRL HIST CORTESE Higher 1709, 0.324, ESE Y110 BEACON 713 SILVERADO TRL LUST, CERS Higher 1709, 0.324, ESE Y109 BEACON 713 SILVERADO TRL LUST Higher 1709, 0.324, ESE W108 BRESCIANI BULK PLANT 750 RANDEAN WY ENVIROSTOR, LUST, HIST CORTESE, CERS Higher 1686, 0.319, NNW V107 SINGH GAS & CARWASH 657 SOSCOL AVE LUST, HIST CORTESE, CERS Lower 1685, 0.319, SSE 106 NAPA POST OFFICE 1351 2ND ST LUST, HIST CORTESE, CERS Higher 1680, 0.318, SW X105 FORNASIER PROPERTY 1219 SILVERADO TRL LUST, UST, HIST CORTESE, CERS Higher 1669, 0.316, NE U104 PACIFIC BELL 1300 CLAY STREET RCRA-SQG, LUST, UST, SWEEPS UST, HIST UST, CA FID... Higher 1659, 0.314, WSW W103 BRESCIANI PROPERTY 781 RANDEAN WY LUST, HIST CORTESE, CERS Higher 1645, 0.312, NNW V102 662 SOSCOL AVENUE 662 SOSCOL AVE LUST Lower 1615, 0.306, SSE V101 SOUTHSTAR P.M., INC. 662 SOSCOL AVE LUST Lower 1615, 0.306, SSE U100 CHEVRON 1300 1ST ST LUST, HIST CORTESE, CERS Higher 1598, 0.303, WSW U99 CHEVRON 1300 1ST ST LUST Higher 1598, 0.303, WSW
U98 NAPA TOWN CENTER 1290 NAPA TOWN CENTE LUST, UST, HIST CORTESE, CERS Higher 1525, 0.289, WSW S97 NAPA GARBAGE SERVICE 400 CLAY ST LUST, UST, SWEEPS UST, HIST UST, HIST CORTESE Higher 1460, 0.277, NE T96 BIG D PRODUCTS 705 SOSCOL AVE LUST, HIST CORTESE, CERS Lower 1443, 0.273, SSE Q95 PG&E GAS PLANT NAPA 5TH BET MAIN & BROWN SEMS-ARCHIVE Lower 1385, 0.262, SSW Q94 PG&E GAS PLANT NAPA 5TH BETWEEN MAIN & B RESPONSE, ENVIROSTOR, HIST Cal-Sites, DEED, CERS Lower 1385, 0.262, SSW T93 NAPA VALLEY ICE COMP 965 6TH ST LUST, HIST UST, HIST CORTESE, CERS Lower 1324, 0.251, SSE T92 NAPA VALLEY ICE COMP 965 6TH ST LUST, UST Lower 1324, 0.251, SSE T91 VALLEY CLEANERS 721 SOSCOL AVE LUST Lower 1319, 0.250, SSE T90 BELL PRODUCTS INC. 722 SOSCOL AVE CERS HAZ WASTE, CERS Lower 1304, 0.247, SSE T89 BELL PRODUCTS INC 722 SOSCOL AVENUE LUST, HIST UST, HIST CORTESE Lower 1304, 0.247, SSE T88 BELL PRODUCTS, INC. 722 SOSCOL AVE UST, HIST UST Lower 1304, 0.247, SSE S87 J-V WAREHOUSE 426 1ST ST HIST UST Higher 1299, 0.246, NE S86 RITZ-CARLTON NAPA 426 FIRST STREET CPS-SLIC, HIST UST, CERS Higher 1299, 0.246, NE S85 J-V WAREHOUSE 426 1ST ST UST Higher 1299, 0.246, NE S84 JV WAREHOUSE 426 1ST ST LUST, HIST CORTESE, CERS Higher 1299, 0.246, NE R83 NAPA MILL HATT BUILD 550 MAIN ST LUST Lower 1298, 0.246, South R82 NAPA MILL - HATT BUI 550 MAIN ST UST, HIST UST Lower 1298, 0.246, South R81 HATT BUILDING 550 MAIN ST SWEEPS UST, HIST UST, CA FID UST Lower 1298, 0.246, South R80 NAPA MILL HATT BUILD 550 MAIN CHMIRS, HIST CORTESE Lower 1298, 0.246, South Q79 PG AND E GAS PLANT N 5TH BETWEEN MAIN AND EDR MGP Higher 1286, 0.244, SSW

MAPPED SITES SUMMARY
Target Property Address:
711,743, 801, 803, 819, 823, 825 FIRST ST
NAPA, CA 94559
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS ATTACHMENT 13
5387191.2s Page 5
AK156PG&E, NAPA MGP NORTHWEST CORNER OF ENVIROSTOR, VCP Lower 3966, 0.751, South 155 NORTH BAY OIL CO SIT 477 OIL COMPANY RD ENVIROSTOR, CPS-SLIC, SWEEPS UST, HIST UST, CA FID...Lower 3295, 0.624, South AG154NAPA REGISTER 1615 SECOND ST LUST, HAZNET Higher 2636, 0.499, SW AJ153 NAPA VALLEY PLASTERI 1858 TANEN ST LUST, UST, HIST UST, HIST CORTESE, CERS Higher 2634, 0.499, NNW AJ152 NAPA VALLEY PLASTERI 1858 TANEN ST LUST Higher 2634, 0.499, NNW AI151 C LINE EXPRESS INC 525 SILVERADO TRL LUST, SWEEPS UST, CA FID UST, CERS Higher 2620, 0.496, SE AI150 C LINE EXPRESS INC 525 SILVERADO TRL LUST, HIST CORTESE Higher 2620, 0.496, SE AH149NAPA CITY FIRE STATI 930 SEMINARY ST LUST, UST, HIST UST Higher 2526, 0.478, WSW AH148NAPA CITY FIRE STATI 930 SEMINARY HIST CORTESE Higher 2526, 0.478, WSW AH147PRIVATE RESIDENCE PRIVATE RESIDENCE LUST Higher 2513, 0.476, WSW AG146NEWMAN RESIDENCE 829 CHURCH ST LUST Higher 2472, 0.468, SW 145 NAPA FLOOD CONTROL D EASTERN SIDE OF THE US BROWNFIELDS Lower 2420, 0.458, South 144 AL LYON MOTORS INC 570 SO SCOL AVE RCRA-SQG, LUST, UST, SWEEPS UST, HIST UST, CA FID... Lower 2411, 0.457, SSE AF143 VREELAND CHEVROLET 583 SOSCOL AVE LUST, ENF, HIST CORTESE, CERS Lower 2267, 0.429, SSE AF142 VREELAND CHEVROLET 583 SOSCOL AVE LUST, UST Lower 2267, 0.429, SSE AE141DUAL PROPERTY 1729 TANEN ST LUST, HIST CORTESE, CERS Higher 2228, 0.422, NNW 140 UNOCAL 1501 3RD ST LUST, HIST CORTESE, CERS Higher 2213, 0.419, SW AD139ARNDT PROPERTY 1645 MAIN ST LUST, HAZNET Higher 2211, 0.419, WNW AE138TRANS EUROPEAN SERVI 1701 TANEN ST LUST, HIST CORTESE, CERS Higher 2114, 0.400, NNW AD137YELLOW CAB COMPANY 1624 MAIN ST LUST, HIST CORTESE, CERS Higher 2106, 0.399, NW AB136DILLINGHAM CONSTRUCT 903 EIGHTH Cortese, ENF, CERS Lower 2053, 0.389, South AB135BASALT ROCK COMPANY 903 EIGHTH ST CPS-SLIC, CERS Lower 2053, 0.389, South AC134PG & E NAPA SERVICE 300 BURNELL ST LUST Lower 2047, 0.388, SSE AC133PG & E NAPA SVC CTR 300 BURNELL ST RCRA-SQG, LUST, HIST UST, FINDS, ECHO, HIST... Lower 2047, 0.388, SSE AB132THE CHROME SHOP 739 EIGHTH ST LUST Lower 2045, 0.387, South AB131CHROME SHOP, THE 739 8TH STREET ENVIROSTOR Lower 2045, 0.387, South AB130301 RIVER STREET 301 RIVER STREET CPS-SLIC Lower 2014, 0.381, South AB129PALZIS PROPERTY 301 RIVER ST LUST, UST, Cortese, ENF, HIST CORTESE, CERS Lower 2014, 0.381, South AB128NAPA VALLEY RAILROAD 800 8TH ST RCRA-SQG, LUST, FINDS, ECHO, HAZNET, CERS HAZ... Lower 2008, 0.380, South AB127FLOOD CONTROL (HARRI 320 RIVER ST LUST Lower 2002, 0.379, South AA126THE INN AT TOWN CENT 1400 FIRST ST. LUST, CPS-SLIC, BROWNFIELDS, CERS Higher 1980, 0.375, WSW AB125END OF EIGHTH STREET 901 EIGHTH ST LUST, CPS-SLIC, CERS Lower 1974, 0.374, South AB124FORMER BULK TERMINAL 901 EIGHTH Cortese, ENF Lower 1974, 0.374, South Y123 ESTHER MUFICH ESTATE 34 COOMBSVILLE RD LUST Higher 1967, 0.373, ESE 122 EUSEVIL RIVERA 545 BROWN ST LUST Lower 1941, 0.368, South AA121PARKING GARAGE 1401 CLAY ST. LUST, CERS Higher 1863, 0.353, WSW Z120 MILO KING FOOD SERVI 816 VALLEJO ST LUST, HIST CORTESE, CERS Higher 1851, 0.351, NNW Z119 MILO KING FOOD SERVI 816 VALLEJO ST LUST, SWEEPS UST, CA FID UST Higher 1851, 0.351, NNW Z118 FORMER FRUIT DRYING 800 VALLEJO ST LUST, CERS Higher 1848, 0.350, NNW

MAPPED SITES SUMMARY
Target Property Address:
711,743, 801, 803, 819, 823, 825 FIRST ST
NAPA, CA 94559
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS ATTACHMENT 13
5387191.2s Page 6
162 NAPA SAWYER PROPERTI 68 COOMBS STREET RCRA-LQG, ENVIROSTOR, LUST, CPS-SLIC, FINDS, ECHO,...Lower 4865, 0.921, SSW 161 ARCO STATION #4971 2303 JEFFERSON STREE Notify 65 Higher 4619, 0.875, NW 160 ARCO #2106 198 SOSCOL AVE LUST, HIST CORTESE, Notify 65, CERS Lower 4387, 0.831, SSE AK159PG&E GAS PLANT NAPA NORTHWEST CORNER OF HIST Cal-Sites Lower 4233, 0.802, South 158 HIDDEN GLENN LANDFIL COOMBSVILLE ROAD ENVIROSTOR, VCP Higher 4232, 0.802, ESE AK157PG AND E GAS PLANT N NORTHWEST CORNER OF EDR MGP Lower 4041, 0.765, South

MAPPED SITES SUMMARY
Target Property Address:
711,743, 801, 803, 819, 823, 825 FIRST ST
NAPA, CA 94559
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 7

TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.

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
Federal NPL site list
NPL National Priority List
Proposed NPL Proposed National Priority List Sites
NPL LIENS Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL National Priority List Deletions
Federal CERCLIS list
FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System
Federal RCRA CORRACTS facilities list
CORRACTS Corrective Action Report
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF RCRA - Treatment, Storage and Disposal
Federal RCRA generators list
RCRA-LQG RCRA - Large Quantity Generators
RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System
US ENG CONTROLS Engineering Controls Sites List
US INST CONTROL Sites with Institutional Controls
Federal ERNS list
ERNS Emergency Response Notification System
ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 8
State and tribal landfill and/or solid waste disposal site lists SWF/LF Solid Waste Information System
State and tribal leaking storage tank lists
INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists
FEMA UST Underground Storage Tank Listing
AST Aboveground Petroleum Storage Tank Facilities
INDIAN UST Underground Storage Tanks on Indian Land
State and tribal voluntary cleanup sites
INDIAN VCP Voluntary Cleanup Priority Listing
VCP Voluntary Cleanup Program Properties

ADDITIONAL ENVIRONMENTAL RECORDS
Local Lists of Landfill / Solid Waste Disposal Sites
WMUDS/SWAT Waste Management Unit Database
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 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
CERS TANKS California Environmental Reporting System (CERS) Tanks Local Land Records
LIENS Environmental Liens Listing
LIENS 2 CERCLA Lien Information
Records of Emergency Release Reports
HMIRS Hazardous Materials Information Reporting System
CHMIRS California Hazardous Material Incident Report System LDS Land Disposal Sites Listing
ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 9
MCS Military Cleanup Sites Listing
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
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
DOCKET HWC Hazardous Waste Compliance Docket Listing
UXO Unexploded Ordnance Sites
FUELS PROGRAM EPA Fuels Program Registered Listing
CA BOND EXP. PLAN Bond Expenditure Plan
CUPA Listings CUPA Resources List
DRYCLEANERS Cleaner Facilities
ENF Enforcement Action Listing
Financial Assurance Financial Assurance Information Listing

ICE ICE
HWP EnviroStor Permitted Facilities Listing
HWT Registered Hazardous Waste Transporter Database
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
UIC UIC Listing
WASTEWATER PITS Oil Wastewater Pits Listing
ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 10
WDS Waste Discharge System
WIP Well Investigation Program Case List

NON-CASE INFO NON-CASE INFO (GEOTRACKER)

OTHER OIL GAS OTHER OIL & GAS (GEOTRACKER)

PROD WATER PONDS PROD WATER PONDS (GEOTRACKER)
WELL STIM PROJ Well Stimulation Project (GEOTRACKER)

CERS CERS

SAMPLING POINT SAMPLING POINT (GEOTRACKER)

MILITARY PRIV SITES MILITARY PRIV SITES (GEOTRACKER)

UIC GEO UIC GEO (GEOTRACKER)
CIWQS California Integrated Water Quality System

PROJECT PROJECT (GEOTRACKER)

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
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE: SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site.

A review of the SEMS-ARCHIVE list, as provided by EDR, and dated 05/18/2018 has revealed that there is 1 SEMS-ARCHIVE site within approximately 0.5 miles of the target property.

ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 11
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ PG&E GAS PLANT NAPA 5TH BET MAIN & BROWN SSW 1/4 - 1/2 (0.262 mi.) Q95 163 Federal RCRA generators list
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 03/01/2018 has revealed that there are 5 RCRA-SQG sites within approximately 0.25 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ YE OLDE VALET SHOPPE 731 FIRST ST 0 - 1/8 (0.000 mi.) A5 11 KIEWIT INFRASTRUCTUR 1130 MCKINSTRY ST N 0 - 1/8 (0.099 mi.) E27 27 AUTOMOTIVE ENGINEERI 967 1ST ST WSW 0 - 1/8 (0.107 mi.) G33 31 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ GREENBERGS REPAIR SH 796 SOSCOL AVE SSE 0 - 1/8 (0.125 mi.) H40 39 JENSEN’S ORNAMENTAL 625 BURNELL ST SE 1/8 - 1/4 (0.200 mi.) 60 67 State- and tribal - equivalent NPL
RESPONSE: Identifies confirmed release sites where DTSC is involved in remediation, either in a lead or oversight capacity. These confirmed release sites are generally high-priority and high potential risk.

A review of the RESPONSE list, as provided by EDR, has revealed that there is 1 RESPONSE site within approximately 1 mile of the target property.

PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ PG&E GAS PLANT NAPA 5TH BETWEEN MAIN & B SSW 1/4 - 1/2 (0.262 mi.) Q94 155 Database: RESPONSE, Date of Government Version: 04/30/2018 Status: Certified O&M - Land Use Restrictions Only
Facility Id: 28490008
State- and tribal - equivalent CERCLIS
ENVIROSTOR: The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 12
identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites.

A review of the ENVIROSTOR list, as provided by EDR, and dated 04/30/2018 has revealed that there are 8 ENVIROSTOR sites within approximately 1 mile of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ AL’S AUTO WRECKING 1274 MC KINSTRY NNW 1/8 - 1/4 (0.217 mi.) O67 80 Facility Id: 28500005
Status: Refer: RWQCB
BRESCIANI BULK PLANT 750 RANDEAN WY NNW 1/4 - 1/2 (0.319 mi.) W108 195 Facility Id: 28290002
Status: Refer: RWQCB
HIDDEN GLENN LANDFIL COOMBSVILLE ROAD ESE 1/2 - 1 (0.802 mi.) 158 382 Facility Id: 28990001
Status: Refer: IWMB
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ PG&E GAS PLANT NAPA 5TH BETWEEN MAIN & B SSW 1/4 - 1/2 (0.262 mi.) Q94 155 Facility Id: 28490008
Status: Certified O&M - Land Use Restrictions Only
CHROME SHOP, THE 739 8TH STREET S 1/4 - 1/2 (0.387 mi.) AB131 286 Facility Id: 28340002
Status: Inactive - Action Required
NORTH BAY OIL CO SIT 477 OIL COMPANY RD S 1/2 - 1 (0.624 mi.) 155 356 Facility Id: 28510001
Status: Refer: RWQCB
PG&E, NAPA MGP NORTHWEST CORNER OF S 1/2 - 1 (0.751 mi.) AK156 371 Facility Id: 28490007
Status: Active
NAPA SAWYER PROPERTI 68 COOMBS STREET SSW 1/2 - 1 (0.921 mi.) 162 391 Facility Id: 28310001
Status: Refer: Other Agency
State and tribal leaking storage tank lists
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 are 79 LUST sites within approximately 0.5 miles of the target property.

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 13
Permit ID: 248512
NAPA COUNTY CORP YAR 933 WATER ST E 0 - 1/8 (0.061 mi.) 19 21 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0225
Facility Status: Case Closed
Global Id: T0605500202
date9: 10/24/2003
RIVERSIDE SERVICE 967 1ST ST WSW 0 - 1/8 (0.107 mi.) G34 33 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0145
Facility Status: Case Closed
Global Id: T0605500130
date9: 10/28/1998
OXBOW INVESTMENTS 540 1ST ST NE 1/8 - 1/4 (0.141 mi.) I43 46 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0127
Facility Status: Case Closed
Global Id: T0605500116
date9: 2/25/1992
MAIN STREET INVESTOR 915 MAIN ST SW 1/8 - 1/4 (0.151 mi.) K45 50 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Closed
Permit ID: 248424
UNOCAL 1010 3RD ST SSW 1/8 - 1/4 (0.164 mi.) L48 51
Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0291
Facility Status: Case Closed
Global Id: T0605500248
date9: 5/11/1999
UNOCAL 1016 3RD ST SSW 1/8 - 1/4 (0.166 mi.) L49 53
Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0238
Facility Status: Case Closed
Global Id: T0605500211
date9: 5/11/1999
VALLEY AUTO REPAIR 1046 MCKINSTRY STREE NNW 1/8 - 1/4 (0.170 mi.) J51 55 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605522317
NAPA COUNTY FIRE DEP 732 MAIN ST SSW 1/8 - 1/4 (0.171 mi.) L53 60 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 14
Status: Completed - Case Closed
Facility Id: 28-0103
Facility Status: Pollution Characterization
Global Id: T0605500095
CHEVRON 1009 3RD ST SSW 1/8 - 1/4 (0.180 mi.) L56 63
Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Id: 28-0264
Facility Status: Leak being confirmed
CHEVRON 1009 3RD ST SSW 1/8 - 1/4 (0.180 mi.) L57 64
Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605500227
P.M. QUIEN PROPERTY 1201 MAIN ST W 1/8 - 1/4 (0.198 mi.) M59 66 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Open
Permit ID: 248455
NAPA VALLEY EXPOSITI 575 3RD ST ESE 1/8 - 1/4 (0.208 mi.) N63 75 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Id: 28-0114
Facility Status: Preliminary site assessment underway
NAPA VALLEY EXPOSITI 575 3RD ESE 1/8 - 1/4 (0.208 mi.) N64 76 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605500106
AL’S AUTO WRECKING 1274 MC KINSTRY NNW 1/8 - 1/4 (0.217 mi.) O67 80 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0220
Facility Status: Case Closed
Global Id: T0605500197
date9: 10/2/1992
NAPA COUNTY ADMIN. B 1195 3RD ST SSW 1/8 - 1/4 (0.223 mi.) P68 100 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0336
Facility Status: Case Closed
Global Id: T0605500290
date9: 8/18/1999
NAPA PARKING LOT CIT SW CNR MAIN & CLINTO WNW 1/8 - 1/4 (0.224 mi.) M71 103 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0275
Facility Status: Case Closed
Global Id: T0605500234
date9: 7/14/1992
FORMER SLINSEN CONST 1314 MCKINSTRY STREE N 1/8 - 1/4 (0.242 mi.) O77 129 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Closed
Permit ID: 248514
JV WAREHOUSE 426 1ST ST NE 1/8 - 1/4 (0.246 mi.) S84 136 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 15
Status: Completed - Case Closed
Facility Id: 28-0082
Facility Status: Case Closed
Global Id: T0605500075
date9: 11/19/1998
NAPA GARBAGE SERVICE 400 CLAY ST NE 1/4 - 1/2 (0.277 mi.) S97 166 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0104
Facility Status: Case Closed
Global Id: T0605500096
date9: 9/13/1996
NAPA TOWN CENTER 1290 NAPA TOWN CENTE WSW 1/4 - 1/2 (0.289 mi.) U98 170 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0254
Facility Status: Case Closed
Global Id: T0605500218
date9: 5/13/1999
CHEVRON 1300 1ST ST WSW 1/4 - 1/2 (0.303 mi.) U99 172 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Id: 28-0276
Facility Status: Leak being confirmed
CHEVRON 1300 1ST ST WSW 1/4 - 1/2 (0.303 mi.) U100 173 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605500235
BRESCIANI PROPERTY 781 RANDEAN WY NNW 1/4 - 1/2 (0.312 mi.) W103 175 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0284
Facility Status: Case Closed
Global Id: T0605500242
date9: 2/7/1996
PACIFIC BELL 1300 CLAY STREET WSW 1/4 - 1/2 (0.314 mi.) U104 177 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0311
Facility Status: Case Closed
Global Id: T0605500266
date9: 2/23/1998
FORNASIER PROPERTY 1219 SILVERADO TRL NE 1/4 - 1/2 (0.316 mi.) X105 187 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0331
Facility Status: Case Closed
Global Id: T0605500285
date9: 12/6/1999
NAPA POST OFFICE 1351 2ND ST SW 1/4 - 1/2 (0.318 mi.) 106 189 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 16
Status: Completed - Case Closed
Facility Id: 28-0109
Facility Status: Case Closed
Global Id: T0605500101
date9: 11/8/1995
BRESCIANI BULK PLANT 750 RANDEAN WY NNW 1/4 - 1/2 (0.319 mi.) W108 195 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0023
Facility Status: Case Closed
Global Id: T0605500022
date9: 3/31/1993
BEACON 713 SILVERADO TRL ESE 1/4 - 1/2 (0.324 mi.) Y109 198 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Id: 28-0156
Facility Status: Preliminary site assessment underway
BEACON 713 SILVERADO TRL ESE 1/4 - 1/2 (0.324 mi.) Y110 199 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605500140
CITY OF NAPA- SIDEWA 950 FRANKLIN WSW 1/4 - 1/2 (0.333 mi.) 112 203 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Closed
Permit ID: 248490
JOHNSON SHEET METAL 877 VALLEJO ST NW 1/4 - 1/2 (0.333 mi.) 113 203 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0081
Facility Status: Case Closed
Global Id: T0605500074
date9: 5/28/1991
BP 1200 SILVERADO TRL NE 1/4 - 1/2 (0.335 mi.) X114 206 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Id: 28-0318
Facility Status: Leak being confirmed
BP 1200 SILVERADO TRL NE 1/4 - 1/2 (0.335 mi.) X115 207 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605500273
MAIN STREET TIRE 1509 MAIN ST WNW 1/4 - 1/2 (0.339 mi.) 116 209 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0300
Facility Status: Pollution Characterization
Global Id: T0605500256
FORMER FRUIT DRYING 800 VALLEJO ST NNW 1/4 - 1/2 (0.350 mi.) Z118 221 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T10000002529
MILO KING FOOD SERVI 816 VALLEJO ST NNW 1/4 - 1/2 (0.351 mi.) Z119 223 Database: LUST REG 2, Date of Government Version: 09/30/2004 ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 17
Facility Id: 28-0095
Facility Status: Case Closed
date9: 9/4/1997
MILO KING FOOD SERVI 816 VALLEJO ST NNW 1/4 - 1/2 (0.351 mi.) Z120 224 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605500088
PARKING GARAGE 1401 CLAY ST. WSW 1/4 - 1/2 (0.353 mi.) AA121 226 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605597251
ESTHER MUFICH ESTATE 34 COOMBSVILLE RD ESE 1/4 - 1/2 (0.373 mi.) Y123 231 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Open
Permit ID: 248301
THE INN AT TOWN CENT 1400 FIRST ST. WSW 1/4 - 1/2 (0.375 mi.) AA126 246 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Closed
Permit ID: 249197
YELLOW CAB COMPANY 1624 MAIN ST NW 1/4 - 1/2 (0.399 mi.) AD137 312 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0195
Facility Status: Case Closed
Global Id: T0605500177
date9: 6/4/1993
TRANS EUROPEAN SERVI 1701 TANEN ST NNW 1/4 - 1/2 (0.400 mi.) AE138 314 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Completed - Case Closed
Facility Id: 28-0200
Facility Status: Case Closed
Global Id: T0605500181
Status: Closed
Permit ID: 248308
date9: 10/5/1992
ARNDT PROPERTY 1645 MAIN ST WNW 1/4 - 1/2 (0.419 mi.) AD139 317 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Open
Permit ID: 248493
UNOCAL 1501 3RD ST SW 1/4 - 1/2 (0.419 mi.) 140 317
Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0177
Facility Status: Case Closed
Global Id: T0605500160
date9: 4/13/1998
DUAL PROPERTY 1729 TANEN ST NNW 1/4 - 1/2 (0.422 mi.) AE141 319 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 18
Status: Completed - Case Closed
Facility Id: 28-0167
Facility Status: Case Closed
Global Id: T0605500151
date9: 11/5/1990
NEWMAN RESIDENCE 829 CHURCH ST SW 1/4 - 1/2 (0.468 mi.) AG146 344 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Closed
Permit ID: 249003
PRIVATE RESIDENCE PRIVATE RESIDENCE WSW 1/4 - 1/2 (0.476 mi.) AH147 345 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605500093
NAPA CITY FIRE STATI 930 SEMINARY ST WSW 1/4 - 1/2 (0.478 mi.) AH149 346 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Id: 28-0101
Facility Status: Case Closed
date9: 12/5/2002
C LINE EXPRESS INC 525 SILVERADO TRL SE 1/4 - 1/2 (0.496 mi.) AI150 347 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Id: 28-0025
Facility Status: Case Closed
date9: 5/17/1996
C LINE EXPRESS INC 525 SILVERADO TRL SE 1/4 - 1/2 (0.496 mi.) AI151 348 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605500024
NAPA VALLEY PLASTERI 1858 TANEN ST NNW 1/4 - 1/2 (0.499 mi.) AJ152 350 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Id: 28-0119
Facility Status: Case Closed
date9: 7/16/2003
NAPA VALLEY PLASTERI 1858 TANEN ST NNW 1/4 - 1/2 (0.499 mi.) AJ153 351 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605500111
NAPA REGISTER 1615 SECOND ST SW 1/4 - 1/2 (0.499 mi.) AG154 354 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Closed
Permit ID: 248231
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ NOYES LUMBER COMPANY 909 3RD ST S 0 - 1/8 (0.114 mi.) H36 36 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0124
Facility Status: Case Closed
Global Id: T0605500115
date9: 4/7/1997
JENSEN’S ORNAMENTAL 625 BURNELL ST SE 1/8 - 1/4 (0.200 mi.) 60 67 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 19
Status: Closed
Permit ID: 11352
THIRD STREET AUTO 441 THIRD ST ESE 1/8 - 1/4 (0.230 mi.) N72 105 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Open
Permit ID: 248494
FORMER NAPA MILL HAT 500 MAIN ST S 1/8 - 1/4 (0.239 mi.) R75 114 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605500098
NAPA MILL HATT BUILD 550 MAIN ST S 1/8 - 1/4 (0.246 mi.) R83 135 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Id: 28-0106
Facility Status: Pollution Characterization
BELL PRODUCTS INC 722 SOSCOL AVENUE SSE 1/8 - 1/4 (0.247 mi.) T89 140 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0016
Facility Status: Case Closed
Global Id: T0605500015
date9: 2/22/1994
VALLEY CLEANERS 721 SOSCOL AVE SSE 1/8 - 1/4 (0.250 mi.) T91 152 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Closed
Permit ID: 9979
NAPA VALLEY ICE COMP 965 6TH ST SSE 1/4 - 1/2 (0.251 mi.) T92 153 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Id: 28-0115
Facility Status: Case Closed
date9: 4/26/1994
NAPA VALLEY ICE COMP 965 6TH ST SSE 1/4 - 1/2 (0.251 mi.) T93 153 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605500107
BIG D PRODUCTS 705 SOSCOL AVE SSE 1/4 - 1/2 (0.273 mi.) T96 165 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0020
Facility Status: Case Closed
Global Id: T0605500019
date9: 5/14/1992
SOUTHSTAR P.M., INC. 662 SOSCOL AVE SSE 1/4 - 1/2 (0.306 mi.) V101 174 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Closed
Permit ID: 9974
662 SOSCOL AVENUE 662 SOSCOL AVE SSE 1/4 - 1/2 (0.306 mi.) V102 174 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Closed
Permit ID: 248483
SINGH GAS & CARWASH 657 SOSCOL AVE SSE 1/4 - 1/2 (0.319 mi.) V107 191 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 20
Status: Completed - Case Closed
Facility Id: 28-0240
Facility Status: Pollution Characterization
Global Id: T0605500212
SOSCOL SIDEWALK 645 SOSCOL AVE SSE 1/4 - 1/2 (0.339 mi.) V117 217 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605575085
EUSEVIL RIVERA 545 BROWN ST S 1/4 - 1/2 (0.368 mi.) 122 231 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Closed
Permit ID: 248334
END OF EIGHTH STREET 901 EIGHTH ST S 1/4 - 1/2 (0.374 mi.) AB125 245 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Open
Permit ID: 248150
FLOOD CONTROL (HARRI 320 RIVER ST S 1/4 - 1/2 (0.379 mi.) AB127 248 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Closed
Permit ID: 248473
NAPA VALLEY RAILROAD 800 8TH ST S 1/4 - 1/2 (0.380 mi.) AB128 248 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Open
Permit ID: 248592
PALZIS PROPERTY 301 RIVER ST S 1/4 - 1/2 (0.381 mi.) AB129 257 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Facility Id: 28-0131
Facility Status: Case Closed
Global Id: T0605500120
date9: 9/22/2004
THE CHROME SHOP 739 EIGHTH ST S 1/4 - 1/2 (0.387 mi.) AB132 287 Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Open
Permit ID: 248155
PG & E NAPA SVC CTR 300 BURNELL ST SSE 1/4 - 1/2 (0.388 mi.) AC133 288 Database: LUST, Date of Government Version: 06/11/2018
Status: Completed - Case Closed
Global Id: T0605500125
PG & E NAPA SERVICE 300 BURNELL ST SSE 1/4 - 1/2 (0.388 mi.) AC134 291 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Id: 28-0136
Facility Status: Case Closed
date9: 7/2/2001
VREELAND CHEVROLET 583 SOSCOL AVE SSE 1/4 - 1/2 (0.429 mi.) AF142 321 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Id: 28-0298
Facility Status: Case Closed
date9: 10/27/2003
VREELAND CHEVROLET 583 SOSCOL AVE SSE 1/4 - 1/2 (0.429 mi.) AF143 322 Database: LUST, Date of Government Version: 06/11/2018
ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 21
Status: Completed - Case Closed
Global Id: T0605500254
AL LYON MOTORS INC 570 SO SCOL AVE SSE 1/4 - 1/2 (0.457 mi.) 144 326 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 06/11/2018
Database: NAPA CO. LUST, Date of Government Version: 01/09/2017 Status: Completed - Case Closed
Facility Id: 28-0004
Facility Status: Case Closed
Global Id: T0605500003
Status: Open
Permit ID: 248158
date9: 9/16/2002
CPS-SLIC: Cleanup Program Sites (CPS; also known as Site Cleanups [SC] and formerly known as Spills, Leaks, Investigations, and Cleanups [SLIC] 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 CPS-SLIC list, as provided by EDR, has revealed that there are 10 CPS-SLIC sites within approximately 0.5 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ VALLEY TIRE AND BRAK 644 FIRST STREET NNE 0 - 1/8 (0.036 mi.) A12 17 Database: CPS-SLIC, Date of Government Version: 06/11/2018 Facility Status: Completed - Case Closed
Global Id: SL0605542749
NAPA RIVER/NAPA CREE 1001 SECOND ST SW 1/8 - 1/4 (0.160 mi.) K46 50 Database: CPS-SLIC, Date of Government Version: 06/11/2018 Facility Status: Completed - Case Closed
Global Id: L10009949675
MR HOWARD NUNN 826-828 BROWN STREET SW 1/8 - 1/4 (0.173 mi.) L54 62 Database: CPS-SLIC, Date of Government Version: 06/11/2018 Facility Status: Completed - Case Closed
Global Id: SLT2O122128
FORMER TIDEWATER SER 965 THIRD STREET SSW 1/8 - 1/4 (0.177 mi.) L55 62 Database: SLIC REG 2, Date of Government Version: 09/30/2004 Database: CPS-SLIC, Date of Government Version: 06/11/2018 Facility Status: Completed - Case Closed
Facility Id: 28S0030
Global Id: SL0605540025
SLINSEN CONSTRUCTION 1314 MCKINSTRY ST N 1/8 - 1/4 (0.242 mi.) O76 128 Database: CPS-SLIC, Date of Government Version: 06/11/2018 Facility Status: Completed - Case Closed
Global Id: SL0605546450
RITZ-CARLTON NAPA 426 FIRST STREET NE 1/8 - 1/4 (0.246 mi.) S86 138 Database: CPS-SLIC, Date of Government Version: 06/11/2018 Facility Status: Open - Remediation
Global Id: T0605577082
THE INN AT TOWN CENT 1400 FIRST ST. WSW 1/4 - 1/2 (0.375 mi.) AA126 246 Database: CPS-SLIC, Date of Government Version: 06/11/2018 ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 22
Facility Status: Completed - Case Closed
Global Id: SL0605514668
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ END OF EIGHTH STREET 901 EIGHTH ST S 1/4 - 1/2 (0.374 mi.) AB125 245 Database: SLIC REG 2, Date of Government Version: 09/30/2004 Database: CPS-SLIC, Date of Government Version: 06/11/2018 Facility Status: Open - Verification Monitoring
Facility Id: 28S0032
Global Id: SL1825F927
301 RIVER STREET 301 RIVER STREET S 1/4 - 1/2 (0.381 mi.) AB130 286 Database: SLIC REG 2, Date of Government Version: 09/30/2004 Facility Id: 28S0057
BASALT ROCK COMPANY 903 EIGHTH ST S 1/4 - 1/2 (0.389 mi.) AB135 292 Database: SLIC REG 2, Date of Government Version: 09/30/2004 Database: CPS-SLIC, Date of Government Version: 06/11/2018 Facility Status: Open - Verification Monitoring
Facility Id: 28S0031
Global Id: SL1825P926
State and tribal registered storage tank lists
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 16 UST sites within approximately 0.25 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PLUMBER’S WORKSHOP 622 FIRST ST NE 0 - 1/8 (0.049 mi.) C16 19 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0162
NAPA COUNTY CORP YAR 933 WATER ST E 0 - 1/8 (0.061 mi.) 19 21 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0127
NAPA RIVERVIEW PROPE FIRST & VERNON NE 0 - 1/8 (0.074 mi.) C22 26 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0607
RIVERSIDE SERVICE 967 1ST ST WSW 0 - 1/8 (0.107 mi.) G34 33 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0265
FORMER UNOCAL STATIO 1010 3RD ST SSW 1/8 - 1/4 (0.164 mi.) L47 51 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0642
VALLEY AUTO REPAIR/R 1046 MCKINSTRY ST NNW 1/8 - 1/4 (0.170 mi.) J50 55 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0732
NAPA FLOOD CONTROL D 732 MAIN ST SSW 1/8 - 1/4 (0.171 mi.) L52 59 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 23
Facility Id: NAPA0377
NAPA VALLEY EXPOSITI 575 3RD ST ESE 1/8 - 1/4 (0.208 mi.) N63 75 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0272
AL’S AUTO WRECKING 1274 MC KINSTRY NNW 1/8 - 1/4 (0.217 mi.) O67 80 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0616
NAPA COUNTY ADMIN. B 1195 3RD ST SSW 1/8 - 1/4 (0.223 mi.) P68 100 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0045
NAPA COUNTY JAIL 1125 3RD ST SSW 1/8 - 1/4 (0.231 mi.) Q74 113 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Database: UST, Date of Government Version: 06/11/2018
Facility Id: NAPA0359
Facility Id: NAPA0359
SLINSEN CONSTRUCTION 1314 MCKINSTRY ST N 1/8 - 1/4 (0.242 mi.) O76 128 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0192
J-V WAREHOUSE 426 1ST ST NE 1/8 - 1/4 (0.246 mi.) S85 137 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0079
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ NOYES LUMBER COMPANY 909 3RD ST S 0 - 1/8 (0.114 mi.) H36 36 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0400
NAPA MILL - HATT BUI 550 MAIN ST S 1/8 - 1/4 (0.246 mi.) R82 135 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0273
BELL PRODUCTS, INC. 722 SOSCOL AVE SSE 1/8 - 1/4 (0.247 mi.) T88 140 Database: NAPA CO. UST, Date of Government Version: 05/23/2018 Facility Id: NAPA0019
State and tribal Brownfields sites
BROWNFIELDS: A listing of sites the SWRCB considers to be Brownfields since these are sites have come to them through the MOA Process.

A review of the BROWNFIELDS list, as provided by EDR, and dated 06/25/2018 has revealed that there are 2 BROWNFIELDS sites within approximately 0.5 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ FORMER SLINSEN CONST 1314 MCKINSTRY STREE N 1/8 - 1/4 (0.242 mi.) O77 129 THE INN AT TOWN CENT 1400 FIRST ST. WSW 1/4 - 1/2 (0.375 mi.) AA126 246 ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 24

ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS: The EPA’s listing of Brownfields properties from the Cleanups in My Community program, which provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs.

A review of the US BROWNFIELDS list, as provided by EDR, and dated 03/19/2018 has revealed that there is 1 US BROWNFIELDS site within approximately 0.5 miles of the target property.

PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ NAPA FLOOD CONTROL D EASTERN SIDE OF THE S 1/4 - 1/2 (0.458 mi.) 145 335 Local Lists of Hazardous waste / Contaminated Sites
HIST Cal-Sites: Formerly known as ASPIS, this database contains both known and potential hazardous substance sites. The source is the California Department of Toxic Substance Control. No longer updated by the state agency. It has been replaced by ENVIROSTOR.

A review of the HIST Cal-Sites list, as provided by EDR, and dated 08/08/2005 has revealed that there are 2 HIST Cal-Sites sites within approximately 1 mile of the target property.

PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ PG&E GAS PLANT NAPA 5TH BETWEEN MAIN & B SSW 1/4 - 1/2 (0.262 mi.) Q94 155 PG&E GAS PLANT NAPA NORTHWEST CORNER OF S 1/2 - 1 (0.802 mi.) AK159 385 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 04/23/2018 has revealed that there are 4 CERS HAZ WASTE sites within approximately 0.25 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ KOHL’S DEPARTMENT ST 1116 1ST ST WSW 1/8 - 1/4 (0.211 mi.) 66 78 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ DAVE PARKER’S EUR-AS 796 SOSCOL AVE SSE 0 - 1/8 (0.125 mi.) H41 40 THIRD STREET AUTO RE 441 3RD ST ESE 1/8 - 1/4 (0.230 mi.) N73 105 BELL PRODUCTS INC. 722 SOSCOL AVE SSE 1/8 - 1/4 (0.247 mi.) T90 142 ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 25
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 5 SWEEPS UST sites within approximately 0.25 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PLUMBER’S WORKSHOP 622 001ST ST N 0 - 1/8 (0.058 mi.) E18 20 Comp Number: 27876
NAPA COUNTY CORP YAR 933 WATER ST E 0 - 1/8 (0.061 mi.) 19 21 Status: A
Tank Status: A
Comp Number: 9266
J-V WAREHOUSE 426 001ST ST NE 1/8 - 1/4 (0.184 mi.) I58 65 Comp Number: 1937
FAST GAS 1221 E MAIN ST W 1/8 - 1/4 (0.207 mi.) M61 73 Status: A
Tank Status: A
Comp Number: 13914
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ HATT BUILDING 550 MAIN ST S 1/8 - 1/4 (0.246 mi.) R81 133 Status: A
Tank Status: A
Comp Number: 68351
HIST UST: Historical UST Registered Database.

A review of the HIST UST list, as provided by EDR, and dated 10/15/1990 has revealed that there are 15 HIST UST sites within approximately 0.25 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PLUMBERS WORKSHOP 622 FIRST STREET NE 0 - 1/8 (0.049 mi.) C14 18 PLUMBER’S WORKSHOP 622 1ST ST NE 0 - 1/8 (0.049 mi.) C15 18 Facility Id: 00000027876
NAPA COUNTY CORP YAR 933 WATER ST E 0 - 1/8 (0.061 mi.) 19 21 Facility Id: 00000009266
FAST GAS 1221 MAIN ST W 1/8 - 1/4 (0.207 mi.) M62 74
Facility Id: 00000013914
NAPA VALLEY EXPOSITI 575 3RD ST ESE 1/8 - 1/4 (0.208 mi.) N63 75 25TH DISTRICT AGRICU 575 3RD ST ESE 1/8 - 1/4 (0.208 mi.) N65 78 Facility Id: 00000068249
COUNTY ADMINISTRATIO 1195 3RD ST SSW 1/8 - 1/4 (0.223 mi.) P69 102 Facility Id: 00000009265
NAPA COUNTY DEPARTME 1195 THIRD ST. SSW 1/8 - 1/4 (0.223 mi.) P70 102 SLINSEN CONSTRUCTION 1314 MCKINSTRY ST N 1/8 - 1/4 (0.242 mi.) O76 128 ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 26
Facility Id: 00000008541
RITZ-CARLTON NAPA 426 FIRST STREET NE 1/8 - 1/4 (0.246 mi.) S86 138 J-V WAREHOUSE 426 1ST ST NE 1/8 - 1/4 (0.246 mi.) S87 139 Facility Id: 00000001937
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ HATT BUILDING 550 MAIN ST S 1/8 - 1/4 (0.246 mi.) R81 133 NAPA MILL - HATT BUI 550 MAIN ST S 1/8 - 1/4 (0.246 mi.) R82 135 Facility Id: 00000068351
BELL PRODUCTS, INC. 722 SOSCOL AVE SSE 1/8 - 1/4 (0.247 mi.) T88 140 Facility Id: 00000011484
BELL PRODUCTS INC 722 SOSCOL AVENUE SSE 1/8 - 1/4 (0.247 mi.) T89 140 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 5 CA FID UST sites within approximately 0.25 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PLUMBER’S WORKSHOP 622 001ST ST N 0 - 1/8 (0.058 mi.) E18 20 Facility Id: 28000946
Status: I
NAPA COUNTY CORP YAR 933 WATER ST E 0 - 1/8 (0.061 mi.) 19 21 Facility Id: 28000190
Status: A
J-V WAREHOUSE 426 001ST ST NE 1/8 - 1/4 (0.184 mi.) I58 65 Facility Id: 28000933
Status: I
FAST GAS 1221 E MAIN ST W 1/8 - 1/4 (0.207 mi.) M61 73 Facility Id: 28000987
Status: A
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ HATT BUILDING 550 MAIN ST S 1/8 - 1/4 (0.246 mi.) R81 133 Facility Id: 28000101
Status: A
Local Land Records
DEED: The use of recorded land use restrictions is one of the methods the DTSC uses to protect the public from unsafe exposures to hazardous substances and wastes .

A review of the DEED list, as provided by EDR, and dated 06/04/2018 has revealed that there is 1 DEED site within approximately 0.5 miles of the target property.

ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 27
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ PG&E GAS PLANT NAPA 5TH BETWEEN MAIN & B SSW 1/4 - 1/2 (0.262 mi.) Q94 155 Status: CERTIFIED O&M - LAND USE RESTRICTIONS ONLY
Envirostor ID: 28490008
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 03/01/2018 has revealed that there are 2 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ SHARPSHOOTER IMAGING 1275 MCKINSTRY ST NNW 1/8 - 1/4 (0.148 mi.) J44 48 PACIFIC BELL 933 COOMBS WSW 1/8 - 1/4 (0.243 mi.) 78 130 FINDS: The Facility Index System contains both facility information and "pointers" to other sources of information that contain more detail. These include: RCRIS; Permit Compliance System (PCS); Aerometric Information Retrieval System (AIRS); FATES (FIFRA [Federal Insecticide Fungicide Rodenticide Act] and TSCA Enforcement System, FTTS [FIFRA/TSCA Tracking System]; CERCLIS; DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes); Federal Underground Injection Control (FURS); Federal Reporting Data System (FRDS); Surface Impoundments (SIA); TSCA Chemicals in Commerce Information System (CICS); PADS; RCRA-J (medical waste transporters/disposers); TRIS; and TSCA. The source of this database is the U.S. EPA/NTIS.

A review of the FINDS list, as provided by EDR, and dated 02/21/2018 has revealed that there are 2 FINDS sites within approximately 0.001 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ADAM’S CLEANERS 731 1ST STREET 0 - 1/8 (0.000 mi.) A1 8 YE OLDE VALET SHOPPE 731 FIRST ST 0 - 1/8 (0.000 mi.) A2 8 ECHO: ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide.

A review of the ECHO list, as provided by EDR, and dated 02/25/2018 has revealed that there is 1 ECHO site within approximately 0.001 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ YE OLDE VALET SHOPPE 731 FIRST ST 0 - 1/8 (0.000 mi.) A2 8 ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 28
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 06/25/2018 has revealed that there are 3 Cortese sites within approximately 0.5 miles of the target property.

PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ FORMER BULK TERMINAL 901 EIGHTH S 1/4 - 1/2 (0.374 mi.) AB124 232 PALZIS PROPERTY 301 RIVER ST S 1/4 - 1/2 (0.381 mi.) AB129 257 DILLINGHAM CONSTRUCT 903 EIGHTH S 1/4 - 1/2 (0.389 mi.) AB136 293 EMI: Toxics and criteria pollutant emissions data collected by the ARB and local air pollution agencies
A review of the EMI list, as provided by EDR, and dated 12/31/2017 has revealed that there are 2 EMI sites within approximately 0.001 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ADAM’S CLEANERS 731 1ST STREET 0 - 1/8 (0.000 mi.) A6 13 Facility Id: 15986
WITCH’S PALACE 731 1ST STREET 0 - 1/8 (0.000 mi.) A7 15 Facility Id: 4343
HAZNET: The data is extracted from the copies of hazardous waste manifests received each year by the DTSC. The annual volume of manifests is typically 700,000-1,000,000 annually, representing approximately 350,000-500,000 shipments. Data from non-California manifests & continuation sheets are not included at the present time. Data are from the manifests submitted without correction, and therefore many contain some invalid values for data elements such as generator ID, TSD ID, waste category, & disposal method. The source is the Department of Toxic Substance Control is the agency. This database begins with calendar year 1993.

A review of the HAZNET list, as provided by EDR, and dated 12/31/2016 has revealed that there is 1 HAZNET site within approximately 0.001 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ADAM’S CLEANERS 731 FIRST ST 0 - 1/8 (0.000 mi.) A4 9 GEPAID: CAL000288431
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 are 42 HIST CORTESE sites within approximately 0.5 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ NAPA COUNTY CORP YAR 933 WATER ST E 0 - 1/8 (0.061 mi.) 19 21 Reg Id: 28-0225
RIVERSIDE SERVICE 967 1ST ST WSW 0 - 1/8 (0.107 mi.) G34 33 Reg Id: 28-0145
OXBOW INVESTMENTS 540 1ST ST NE 1/8 - 1/4 (0.141 mi.) I43 46 ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 29
Reg Id: 28-0127
UNOCAL 1010 3RD ST SSW 1/8 - 1/4 (0.164 mi.) L48 51
Reg Id: 28-0291
UNOCAL 1016 3RD ST SSW 1/8 - 1/4 (0.166 mi.) L49 53
Reg Id: 28-0238
NAPA COUNTY FIRE DEP 732 MAIN ST SSW 1/8 - 1/4 (0.171 mi.) L53 60 Reg Id: 28-0103
CHEVRON 1009 3RD ST SSW 1/8 - 1/4 (0.180 mi.) L57 64
Reg Id: 28-0264
NAPA VALLEY EXPOSITI 575 3RD ESE 1/8 - 1/4 (0.208 mi.) N64 76 Reg Id: 28-0114
AL’S AUTO WRECKING 1274 MC KINSTRY NNW 1/8 - 1/4 (0.217 mi.) O67 80 Reg Id: 28-0220
NAPA COUNTY ADMIN. B 1195 3RD ST SSW 1/8 - 1/4 (0.223 mi.) P68 100 Reg Id: 28-0336
NAPA PARKING LOT CIT SW CNR MAIN & CLINTO WNW 1/8 - 1/4 (0.224 mi.) M71 103 Reg Id: 28-0275
JV WAREHOUSE 426 1ST ST NE 1/8 - 1/4 (0.246 mi.) S84 136 Reg Id: 28-0082
NAPA GARBAGE SERVICE 400 CLAY ST NE 1/4 - 1/2 (0.277 mi.) S97 166 Reg Id: 28-0104
NAPA TOWN CENTER 1290 NAPA TOWN CENTE WSW 1/4 - 1/2 (0.289 mi.) U98 170 Reg Id: 28-0254
CHEVRON 1300 1ST ST WSW 1/4 - 1/2 (0.303 mi.) U100 173 Reg Id: 28-0276
BRESCIANI PROPERTY 781 RANDEAN WY NNW 1/4 - 1/2 (0.312 mi.) W103 175 Reg Id: 28-0284
PACIFIC BELL 1300 CLAY STREET WSW 1/4 - 1/2 (0.314 mi.) U104 177 Reg Id: 28-0311
FORNASIER PROPERTY 1219 SILVERADO TRL NE 1/4 - 1/2 (0.316 mi.) X105 187 Reg Id: 28-0331
NAPA POST OFFICE 1351 2ND ST SW 1/4 - 1/2 (0.318 mi.) 106 189 Reg Id: 28-0109
BRESCIANI BULK PLANT 750 RANDEAN WY NNW 1/4 - 1/2 (0.319 mi.) W108 195 Reg Id: 28-0023
Reg Id: 28290002
BEACON 713 SILVERADO TRL ESE 1/4 - 1/2 (0.324 mi.) Y111 203 Reg Id: 28-0156
JOHNSON SHEET METAL 877 VALLEJO ST NW 1/4 - 1/2 (0.333 mi.) 113 203 Reg Id: 28-0081
BP 1200 SILVERADO TRL NE 1/4 - 1/2 (0.335 mi.) X114 206 Reg Id: 28-0318
MAIN STREET TIRE 1509 MAIN ST WNW 1/4 - 1/2 (0.339 mi.) 116 209 Reg Id: 28-0300
MILO KING FOOD SERVI 816 VALLEJO ST NNW 1/4 - 1/2 (0.351 mi.) Z120 224 Reg Id: 28-0095
YELLOW CAB COMPANY 1624 MAIN ST NW 1/4 - 1/2 (0.399 mi.) AD137 312 ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 30
Reg Id: 28-0195
TRANS EUROPEAN SERVI 1701 TANEN ST NNW 1/4 - 1/2 (0.400 mi.) AE138 314 Reg Id: 28-0200
UNOCAL 1501 3RD ST SW 1/4 - 1/2 (0.419 mi.) 140 317
Reg Id: 28-0177
DUAL PROPERTY 1729 TANEN ST NNW 1/4 - 1/2 (0.422 mi.) AE141 319 Reg Id: 28-0167
NAPA CITY FIRE STATI 930 SEMINARY WSW 1/4 - 1/2 (0.478 mi.) AH148 346 Reg Id: 28-0101
C LINE EXPRESS INC 525 SILVERADO TRL SE 1/4 - 1/2 (0.496 mi.) AI150 347 Reg Id: 28-0025
NAPA VALLEY PLASTERI 1858 TANEN ST NNW 1/4 - 1/2 (0.499 mi.) AJ153 351 Reg Id: 28-0119
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ NOYES LUMBER COMPANY 909 3RD ST S 0 - 1/8 (0.114 mi.) H36 36 Reg Id: 28-0124
NAPA MILL HATT BUILD 550 MAIN S 1/8 - 1/4 (0.246 mi.) R80 132 Reg Id: 28-0106
BELL PRODUCTS INC 722 SOSCOL AVENUE SSE 1/8 - 1/4 (0.247 mi.) T89 140 Reg Id: 28-0016
NAPA VALLEY ICE COMP 965 6TH ST SSE 1/4 - 1/2 (0.251 mi.) T93 153 Reg Id: 28-0115
BIG D PRODUCTS 705 SOSCOL AVE SSE 1/4 - 1/2 (0.273 mi.) T96 165 Reg Id: 28-0020
SINGH GAS & CARWASH 657 SOSCOL AVE SSE 1/4 - 1/2 (0.319 mi.) V107 191 Reg Id: 28-0240
PALZIS PROPERTY 301 RIVER ST S 1/4 - 1/2 (0.381 mi.) AB129 257 Reg Id: 28-0131
PG & E NAPA SVC CTR 300 BURNELL ST SSE 1/4 - 1/2 (0.388 mi.) AC133 288 Reg Id: 28-0136
VREELAND CHEVROLET 583 SOSCOL AVE SSE 1/4 - 1/2 (0.429 mi.) AF143 322 Reg Id: 28-0298
AL LYON MOTORS INC 570 SO SCOL AVE SSE 1/4 - 1/2 (0.457 mi.) 144 326 Reg Id: 28-0004
Notify 65: Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board. This database is no longer updated by the reporting agency.

A review of the Notify 65 list, as provided by EDR, and dated 06/18/2018 has revealed that there are 2 Notify 65 sites within approximately 1 mile of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ARCO STATION #4971 2303 JEFFERSON STREE NW 1/2 - 1 (0.875 mi.) 161 391 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ ARCO #2106 198 SOSCOL AVE SSE 1/2 - 1 (0.831 mi.) 160 387 ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 31

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP: The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste.

Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination.

A review of the EDR MGP list, as provided by EDR, has revealed that there are 2 EDR MGP sites within approximately 1 mile of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PG AND E GAS PLANT N 5TH BETWEEN MAIN AND SSW 1/8 - 1/4 (0.244 mi.) Q79 132 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ PG AND E GAS PLANT N NORTHWEST CORNER OF S 1/2 - 1 (0.765 mi.) AK157 382 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 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 are 18 EDR Hist Auto sites within approximately 0.125 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ WARNER GEORGE C MOTO 1071 SOSCOL AVE WSW 0 - 1/8 (0.014 mi.) B8 16 WARNER GEO C MOTORS 1051 SOSCOL AVE WSW 0 - 1/8 (0.015 mi.) B9 16 HAINES RAY 902 1ST ST WSW 0 - 1/8 (0.047 mi.) B13 17 BIAVA MOTORS 1080 SOSCOL AVE NW 0 - 1/8 (0.093 mi.) F25 27 JIM S WILSHIRE SERVI 1084 SOSCOL AVE NW 0 - 1/8 (0.097 mi.) F26 27 RIVERSIDE SERVICE 967 1ST ST WSW 0 - 1/8 (0.107 mi.) G35 35 NAPA RADIATOR & FEND 973 1ST ST WSW 0 - 1/8 (0.116 mi.) G37 38 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ GELOW INC A CALIFORN 807 SASCOL AVENUE SSE 0 - 1/8 (0.055 mi.) D17 19 UNION SERVICE STATIO 805 SOSCOL AVE S 0 - 1/8 (0.068 mi.) D20 25 SHELL OIL CO 801 SOSCOL AVE S 0 - 1/8 (0.069 mi.) D21 26 AAMCO AUTOMOTIVE OF 820 3RD ST SSE 0 - 1/8 (0.082 mi.) D23 26 C 920 3D S 0 - 1/8 (0.085 mi.) D24 27
VANDERSCHOOT MOTORS 910 3D SALES S 0 - 1/8 (0.100 mi.) D28 30 GROSSI V J 910 3D S 0 - 1/8 (0.100 mi.) D29 30
ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 32
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ FREY HERBT 826 3D SSE 0 - 1/8 (0.101 mi.) D32 31
SMITH R C CHEVRON SE 797 SOSCOL AVE S 0 - 1/8 (0.118 mi.) H38 38 SMITH S CHEVRON SERV 795 SOSCOL AVE S 0 - 1/8 (0.124 mi.) H39 38 BIG CHIEF PONTIAC CO 796 SOSCOL AVE SSE 0 - 1/8 (0.125 mi.) H42 46 EDR Hist Cleaner: EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry 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 sites and operations that typically create environmental concerns, but may not show up in current government records searches.

A review of the EDR Hist Cleaner list, as provided by EDR, has revealed that there are 5 EDR Hist Cleaner sites within approximately 0.125 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ YE OLDE VALET SHOPPE 731 1ST ST 0 - 1/8 (0.000 mi.) A3 8 VALET CLEANERS & TAI 714 1ST ST N 0 - 1/8 (0.017 mi.) A10 16 VALET CLEANERS & TAI 712 1ST ST NNE 0 - 1/8 (0.017 mi.) A11 16 FRENCH CLEANERS 970 1ST ST WSW 0 - 1/8 (0.100 mi.) G30 30 FRENCH CLEANERS 974 1ST ST WSW 0 - 1/8 (0.101 mi.) G31 31 ATTACHMENT 13

EXECUTIVE SUMMARY
TC5387191.2s EXECUTIVE SUMMARY 33
Due to poor or inadequate address information, the following sites were not mapped. Count: 4 records.

Site Name Database(s)____________ ____________

ASYLUM SLOUGH OIL SPILL SEMS
PG&E GAS PLANT NAPA 104 3 SEMS-ARCHIVE

NAPA PIPE CORP SEMS-ARCHIVE, RCRA-SQG

HIDDEN GLEN DUMP SITE LUST
ATTACHMENT 13

ATTACHMENT 13

MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted

STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
0 NR 0 0 0 0 1.000NPL
0 NR 0 0 0 0 1.000Proposed NPL
0 NR NR NR NR 0 0.001NPL LIENS
Federal Delisted NPL site list
0 NR 0 0 0 0 1.000Delisted NPL
Federal CERCLIS list
0 NR NR 0 0 0 0.500FEDERAL FACILITY
0 NR NR 0 0 0 0.500SEMS
Federal CERCLIS NFRAP site list
1 NR NR 1 0 0 0.500SEMS-ARCHIVE
Federal RCRA CORRACTS facilities list
0 NR 0 0 0 0 1.000CORRACTS
Federal RCRA non-CORRACTS TSD facilities list
0 NR NR 0 0 0 0.500RCRA-TSDF
Federal RCRA generators list
0 NR NR NR 0 0 0.250RCRA-LQG
5 NR NR NR 1 4 0.250RCRA-SQG
0 NR NR NR 0 0 0.250RCRA-CESQG
Federal institutional controls /
engineering controls registries
0 NR NR 0 0 0 0.500LUCIS
0 NR NR 0 0 0 0.500US ENG CONTROLS
0 NR NR 0 0 0 0.500US INST CONTROL
Federal ERNS list
0 NR NR NR NR 0 0.001ERNS
State- and tribal - equivalent NPL
1 NR 0 1 0 0 1.000RESPONSE
State- and tribal - equivalent CERCLIS
8 NR 4 3 1 0 1.000ENVIROSTOR
State and tribal landfill and/or
solid waste disposal site lists
0 NR NR 0 0 0 0.500SWF/LF
State and tribal leaking storage tank lists
79 NR NR 53 22 4 0.500LUST
TC5387191.2s Page 4
ATTACHMENT 13

MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR 0 0 0 0.500INDIAN LUST
10 NR NR 4 5 1 0.500CPS-SLIC
State and tribal registered storage tank lists
0 NR NR NR 0 0 0.250FEMA UST
16 NR NR NR 11 5 0.250UST
0 NR NR NR 0 0 0.250AST
0 NR NR NR 0 0 0.250INDIAN UST
State and tribal voluntary cleanup sites
0 NR NR 0 0 0 0.500INDIAN VCP
0 NR NR 0 0 0 0.500VCP
State and tribal Brownfields sites
2 NR NR 1 1 0 0.500BROWNFIELDS

ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
1 NR NR 1 0 0 0.500US BROWNFIELDS
Local Lists of Landfill / Solid
Waste Disposal Sites
0 NR NR 0 0 0 0.500WMUDS/SWAT
0 NR NR 0 0 0 0.500SWRCY
0 NR NR NR NR 0 0.001HAULERS
0 NR NR 0 0 0 0.500INDIAN ODI
0 NR NR 0 0 0 0.500ODI
0 NR NR 0 0 0 0.500DEBRIS REGION 9
0 NR NR 0 0 0 0.500IHS OPEN DUMPS
Local Lists of Hazardous waste /
Contaminated Sites
0 NR NR NR NR 0 0.001US HIST CDL
2 NR 1 1 0 0 1.000HIST Cal-Sites
0 NR NR NR 0 0 0.250SCH
0 NR NR NR NR 0 0.001CDL
0 NR 0 0 0 0 1.000Toxic Pits
0 NR NR NR NR 0 0.001US CDL
4 NR NR NR 3 1 0.250CERS HAZ WASTE
Local Lists of Registered Storage Tanks
5 NR NR NR 3 2 0.250SWEEPS UST
15 NR NR NR 12 3 0.250HIST UST
5 NR NR NR 3 2 0.250CA FID UST
0 NR NR NR 0 0 0.250CERS TANKS
Local Land Records
0 NR NR NR NR 0 0.001LIENS
0 NR NR NR NR 0 0.001LIENS 2
TC5387191.2s Page 5
ATTACHMENT 13

MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 1 NR NR 1 0 0 0.500DEED
Records of Emergency Release Reports
0 NR NR NR NR 0 0.001HMIRS
0 NR NR NR NR 0 0.001CHMIRS
0 NR NR NR NR 0 0.001LDS
0 NR NR NR NR 0 0.001MCS
0 NR NR NR NR 0 0.001SPILLS 90
Other Ascertainable Records
2 NR NR NR 2 0 0.250RCRA NonGen / NLR
0 NR 0 0 0 0 1.000FUDS
0 NR 0 0 0 0 1.000DOD
0 NR NR 0 0 0 0.500SCRD DRYCLEANERS
0 NR NR NR NR 0 0.001US FIN ASSUR
0 NR NR NR NR 0 0.001EPA WATCH LIST
0 NR NR NR 0 0 0.2502020 COR ACTION
0 NR NR NR NR 0 0.001TSCA
0 NR NR NR NR 0 0.001TRIS
0 NR NR NR NR 0 0.001SSTS
0 NR 0 0 0 0 1.000ROD
0 NR NR NR NR 0 0.001RMP
0 NR NR NR NR 0 0.001RAATS
0 NR NR NR NR 0 0.001PRP
0 NR NR NR NR 0 0.001PADS
0 NR NR NR NR 0 0.001ICIS
0 NR NR NR NR 0 0.001FTTS
0 NR NR NR NR 0 0.001MLTS
0 NR NR NR NR 0 0.001COAL ASH DOE
0 NR NR 0 0 0 0.500COAL ASH EPA
0 NR NR NR NR 0 0.001PCB TRANSFORMER
0 NR NR NR NR 0 0.001RADINFO
0 NR NR NR NR 0 0.001HIST FTTS
0 NR NR NR NR 0 0.001DOT OPS
0 NR 0 0 0 0 1.000CONSENT
0 NR NR NR NR 0 0.001INDIAN RESERV
0 NR 0 0 0 0 1.000FUSRAP
0 NR NR 0 0 0 0.500UMTRA
0 NR NR NR NR 0 0.001LEAD SMELTERS
0 NR NR NR NR 0 0.001US AIRS
0 NR NR NR 0 0 0.250US MINES
0 NR NR NR NR 0 0.001ABANDONED MINES
2 NR NR NR NR 2 0.001FINDS
1 NR NR NR NR 1 0.001ECHO
0 NR NR NR NR 0 0.001DOCKET HWC
0 NR 0 0 0 0 1.000UXO
0 NR NR NR 0 0 0.250FUELS PROGRAM
0 NR 0 0 0 0 1.000CA BOND EXP. PLAN
3 NR NR 3 0 0 0.500Cortese
0 NR NR NR 0 0 0.250CUPA Listings
0 NR NR NR 0 0 0.250DRYCLEANERS
TC5387191.2s Page 6
ATTACHMENT 13

MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 2 NR NR NR NR 2 0.001EMI
0 NR NR NR NR 0 0.001ENF
0 NR NR NR NR 0 0.001Financial Assurance
1 NR NR NR NR 1 0.001HAZNET
0 NR NR NR NR 0 0.001ICE
42 NR NR 27 12 3 0.500HIST CORTESE
0 NR 0 0 0 0 1.000HWP
0 NR NR NR 0 0 0.250HWT
0 NR NR NR NR 0 0.001MINES
0 NR NR NR 0 0 0.250MWMP
0 NR NR NR NR 0 0.001NPDES
0 NR NR NR NR 0 0.001PEST LIC
0 NR NR 0 0 0 0.500PROC
2 NR 2 0 0 0 1.000Notify 65
0 NR NR NR NR 0 0.001UIC
0 NR NR 0 0 0 0.500WASTEWATER PITS
0 NR NR NR NR 0 0.001WDS
0 NR NR NR 0 0 0.250WIP
0 NR NR NR NR 0 0.001NON-CASE INFO
0 NR NR NR NR 0 0.001OTHER OIL GAS
0 NR NR NR NR 0 0.001PROD WATER PONDS
0 NR NR NR NR 0 0.001WELL STIM PROJ
0 NR NR NR NR 0 0.001CERS
0 NR NR NR NR 0 0.001SAMPLING POINT
0 NR NR NR NR 0 0.001MILITARY PRIV SITES
0 NR NR NR NR 0 0.001UIC GEO
0 NR NR NR NR 0 0.001CIWQS
0 NR NR NR NR 0 0.001PROJECT

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
2 NR 1 0 1 0 1.000EDR MGP
18 NR NR NR NR 18 0.125EDR Hist Auto
5 NR NR NR NR 5 0.125EDR Hist Cleaner

EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
0 NR NR NR NR 0 0.001RGA LF
0 NR NR NR NR 0 0.001RGA LUST
235 0 8 96 77 54 0- Totals --
NOTES:

TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC5387191.2s Page 7
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
additional FINDS: detail in the EDR Site Report.

Click this hyperlink while viewing on your computer to access

STATE MASTER

AIR EMISSIONS CLASSIFICATION UNKNOWN
Environmental Interest/Information System
110038078291Registry ID:

FINDS:

Site 1 of 10 in cluster A
1 ft.

Relative:

Higher
Actual:
19 ft.
< 1/8 NAPA, CA 94559
731 1ST STREET N/A
A1 FINDS ADAM’S CLEANERS 1011977663
http://echo.epa.gov/detailed-facility-report?fid=110001179260DFR URL:
110001179260Registry ID:
1016180234Envid:

ECHO:
additional FINDS: detail in the EDR Site Report.

Click this hyperlink while viewing on your computer to access corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System
110001179260Registry ID:

FINDS:

Site 2 of 10 in cluster A
1 ft.

Relative:

Higher
Actual:
19 ft.
< 1/8 NAPA, CA 94559
ECHO731 FIRST ST N/A
A2 FINDS YE OLDE VALET SHOPPE 1016180234
Drycleaning Plants, Except Rugs1988 VALET CLEANER & TAILOR Drycleaning Plants, Except Rugs1987 VALET CLEANER & TAILOR Drycleaning Plants, Except Rugs1986 VALET CLEANER & TAILOR Type:Year: Name:

EDR Hist Cleaner
Site 3 of 10 in cluster A
1 ft.

Relative:

Higher
Actual:
19 ft.
< 1/8 NAPA, CA
731 1ST ST N/A
A3 EDR Hist Cleaner YE OLDE VALET SHOPPE MRS BETTY J GUADAGNI MGR 1009144081 TC5387191.2s Page 8
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Drycleaning Plants, Except Rugs2013 ADAMS CLEANERS
Drycleaning Plants, Except Rugs2012 ADAMS CLEANERS
Drycleaning Plants, Except Rugs2011 ADAMS CLEANERS
Drycleaning Plants, Except Rugs2010 ADAMS CLEANERS
Drycleaning Plants, Except Rugs2009 ADAMS CLEANERS
Drycleaning Plants, Except Rugs2008 ADAMS CLEANERS
Drycleaning Plants, Except Rugs2007 ADAMS CLEANERS
Drycleaning Plants, Except Rugs2006 ADAMS CLEANERS
Drycleaning Plants, Except Rugs2006 DOW CLEANERS/A JA-SONS COMPANY Drycleaning Plants, Except Rugs2005 ADAMS CLEANERS
Drycleaning Plants, Except Rugs2005 DOW CLEANERS/A JA-SONS COMPANY Drycleaning Plants, Except Rugs2004 DOW CLEANERS/A JA-SONS COMPANY Drycleaning Plants, Except Rugs2004 ADAMS CLEANERS
Drycleaning Plants, Except Rugs1994 YE OLDE VALET SHOPPE Drycleaning Plants, Except Rugs1993 YE OLDE VALET SHOPPE Drycleaning Plants, Except Rugs1992 YE OLDE VALET SHOPPE Drycleaning Plants, Except Rugs1991 YE OLDE VALET SHOPPE Drycleaning Plants, Except Rugs1990 YE OLDE VALET SHOPPE CLEANERS/BROWNS VALLEY CLEANERS1990 YE OLDE VALET SHOPPE MRS BETTY Drycleaning Plants, Except Rugs1989 YE OLDE VALET SHOPPE YE OLDE VALET SHOPPE MRS BETTY J GUADAGNI MGR (Continued) 1009144081 SacramentoTSD County:

CA0000084517TSD EPA ID:

NapaGen County:

NAPA, CA 945590000Mailing City,St,Zip:
731 FIRST STMailing Address:

Not reportedMailing Name:
7072572326Telephone:

ADAM CHEBLContact:

CAL000288431GEPAID:
2012Year:

S113134804envid:

NapaFacility County:

Not reportedMethod Decode:

Not reportedCat Decode:

0.075Tons:
(H010-H129) Or (H131-H135)
Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method:

Liquids with halogenated organic compounds >= 1,000 Mg./LWaste Category:

SacramentoTSD County:

CA0000084517TSD EPA ID:

NapaGen County:

NAPA, CA 945590000Mailing City,St,Zip:
731 FIRST STMailing Address:

Not reportedMailing Name:
7072572326Telephone:

ADAM CHEBLContact:

CAL000288431GEPAID:
2014Year:

S113134804envid:

HAZNET:

Site 4 of 10 in cluster A
1 ft.

Relative:

Higher
Actual:
19 ft.
< 1/8 NAPA, CA 94559
731 FIRST ST N/A
A4 HAZNET ADAM’S CLEANERS S113134804
TC5387191.2s Page 9
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedTSD County:

CA0000084517TSD EPA ID:

Not reportedGen County:

NAPA, CA 945590000Mailing City,St,Zip:
731 FIRST STMailing Address:

Not reportedMailing Name:
7072572326Telephone:

ADAM CHEBLContact:

CAL000288431GEPAID:
2006Year:

S113134804envid:

NapaFacility County:

Not reportedMethod Decode:

Not reportedCat Decode:

0.1Tons:
(H010-H129) Or (H131-H135)
Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method:

Liquids with halogenated organic compounds >= 1,000 Mg./LWaste Category:

Not reportedTSD County:

CA0000084517TSD EPA ID:

Not reportedGen County:

NAPA, CA 945590000Mailing City,St,Zip:
731 FIRST STMailing Address:

Not reportedMailing Name:
7072572326Telephone:

ADAM CHEBLContact:

CAL000288431GEPAID:
2008Year:

S113134804envid:

NapaFacility County:

Not reportedMethod Decode:

Not reportedCat Decode:

0.2Tons:
(H010-H129) Or (H131-H135)
Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method:

Liquids with halogenated organic compounds >= 1,000 Mg./LWaste Category:

Not reportedTSD County:

CA0000084517TSD EPA ID:

Not reportedGen County:

NAPA, CA 945590000Mailing City,St,Zip:
731 FIRST STMailing Address:

Not reportedMailing Name:
7072572326Telephone:

ADAM CHEBLContact:

CAL000288431GEPAID:
2010Year:

S113134804envid:

NapaFacility County:

Not reportedMethod Decode:

Not reportedCat Decode:

0.15Tons:
(H010-H129) Or (H131-H135)
Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method:

Not reportedWaste Category:

ADAM’S CLEANERS (Continued) S113134804
TC5387191.2s Page 10
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
2 additional CA_HAZNET: record(s) in the EDR Site Report.

Click this hyperlink while viewing on your computer to access NapaFacility County:

Not reportedMethod Decode:

Not reportedCat Decode:

0.08Tons:
(H010-H129) Or (H131-H135)
Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method:

Liquids with halogenated organic compounds >= 1,000 Mg./LWaste Category:

ADAM’S CLEANERS (Continued) S113134804
NOT REQUIRED, ME 99999
NOT REQUIREDOwner/operator address:

NOT REQUIREDOwner/operator name:

Not reportedOwner/Op end date:

Not reportedOwner/Op start date:

OwnerOwner/Operator Type:

PrivateLegal status:

Not reportedOwner/operator extension:

Not reportedOwner/operator fax:

Not reportedOwner/operator email:
415-555-1212Owner/operator telephone:

Not reportedOwner/operator country:

NOT REQUIRED, ME 99999
NOT REQUIREDOwner/operator address:

BETTY GUADAGNIOwner/operator name:

Owner/Operator Summary:
hazardous waste at any time
waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription:

Small Small Quantity GeneratorClassification:

Facility is not located on Indian land. Additional information is not known.Land type:
09EPA Region:

Not reportedContact email:

Not reportedContact telephone:

USContact country:

Not reported
Not reportedContact address:

Not reportedContact:

NAPA, CA 94559
FIRST STMailing address:

CAD981632888EPA ID:

NAPA, CA 94559
731 FIRST STFacility address:

YE OLDE VALET SHOPPEFacility name:
09/01/1996Date form received by agency:

RCRA-SQG:

Site 5 of 10 in cluster A
1 ft.

Relative:

Higher
Actual:
19 ft.
< 1/8 NAPA, CA 94559
731 FIRST ST CAD981632888
A5 RCRA-SQG YE OLDE VALET SHOPPE 1000333629
TC5387191.2s Page 11
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reported Paid penalty amount:

Not reported Final penalty amount:

Not reported Proposed penalty amount:

State Enforcement lead agency:

Not reported Enf. disp. status date:

Not reported Enf. disposition status:
05/03/1988 Enforcement action date:

WRITTEN INFORMAL Enforcement action:

StateViolation lead agency:
08/14/1988Date achieved compliance:
03/24/1988Date violation determined:

Generators - GeneralArea of violation:

Not reportedRegulation violated:

Not reported Paid penalty amount:

Not reported Final penalty amount:

Not reported Proposed penalty amount:

State Enforcement lead agency:

Not reported Enf. disp. status date:

Not reported Enf. disposition status:
05/03/1988 Enforcement action date:

WRITTEN INFORMAL Enforcement action:

StateViolation lead agency:
08/14/1988Date achieved compliance:
03/25/1988Date violation determined:

LDR - GeneralArea of violation:

Not reportedRegulation violated:

Facility Has Received Notices of Violations:

NoUsed oil transporter:

NoUsed oil transfer facility:

NoUsed oil Specification marketer:

NoUsed oil fuel marketer to burner:

NoUser oil refiner:

NoUsed oil processor:

NoUsed oil fuel burner:

NoFurnace exemption:

NoOn-site burner exemption:

NoUnderground injection activity:

NoTreater, storer or disposer of HW:

NoTransporter of hazardous waste:

NoRecycler of hazardous waste:

NoMixed waste (haz. and radioactive):

NoU.S. importer of hazardous waste:

Handler Activities Summary:

Not reportedOwner/Op end date:

Not reportedOwner/Op start date:

OperatorOwner/Operator Type:

PrivateLegal status:

Not reportedOwner/operator extension:

Not reportedOwner/operator fax:

Not reportedOwner/operator email:
415-555-1212Owner/operator telephone:

Not reportedOwner/operator country:

YE OLDE VALET SHOPPE (Continued) 1000333629
TC5387191.2s Page 12
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
08/14/1988Date achieved compliance:

Generators - GeneralArea of violation:

COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
03/24/1988Evaluation date:

StateEvaluation lead agency:
08/14/1988Date achieved compliance:

LDR - GeneralArea of violation:

FOCUSED COMPLIANCE INSPECTIONEvaluation:
03/25/1988Evaluation date:

Evaluation Action Summary:

YE OLDE VALET SHOPPE (Continued) 1000333629
15986Facility ID:

SFAir Basin:
28County Code:
2007Year:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0Reactive Organic Gases Tons/Yr:
.067Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
7216SIC Code:

BAAir District Name:
15986Facility ID:

SFAir Basin:
28County Code:
2006Year:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0Reactive Organic Gases Tons/Yr:
0Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
7216SIC Code:

BAAir District Name:
15986Facility ID:

SFAir Basin:
28County Code:
2005Year:

EMI:

Site 6 of 10 in cluster A
1 ft.

Relative:

Higher
Actual:
19 ft.
< 1/8 NAPA, CA 94559
731 1ST STREET N/A
A6 EMI ADAM’S CLEANERS S108430922
TC5387191.2s Page 13
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation

6.7000000000000004E-2Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
7216SIC Code:

BAAir District Name:
15986Facility ID:

SFAir Basin:
28County Code:
2010Year:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0Reactive Organic Gases Tons/Yr:

6.7000000000000004E-2Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
7216SIC Code:

BAAir District Name:
15986Facility ID:

SFAir Basin:
28County Code:
2009Year:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0Reactive Organic Gases Tons/Yr:
.175Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
7216SIC Code:

BAAir District Name:
15986Facility ID:

SFAir Basin:
28County Code:
2008Year:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
.0468062Reactive Organic Gases Tons/Yr:
.067Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
7216SIC Code:

BAAir District Name:

ADAM’S CLEANERS (Continued) S108430922
TC5387191.2s Page 14
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:

4.6806199999999999E-2Reactive Organic Gases Tons/Yr:

ADAM’S CLEANERS (Continued) S108430922
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0Reactive Organic Gases Tons/Yr:
0Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
7216SIC Code:

BAAir District Name:
4343Facility ID:

SFAir Basin:
28County Code:
1997Year:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0Reactive Organic Gases Tons/Yr:
0Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
7216SIC Code:

BAAir District Name:
4343Facility ID:

SFAir Basin:
28County Code:
1990Year:

EMI:

Site 7 of 10 in cluster A
1 ft.

Relative:

Higher
Actual:
19 ft.
< 1/8 NAPA, CA 94558
731 1ST STREET N/A
A7 EMI WITCH’S PALACE S106842707
TC5387191.2s Page 15
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
AUTOMOBILE REPAIRING1965 WARNER GEORGE C MOTORS
AUTOMOBILE REPAIRING1960 WARNER GEORGE C MOTORS
Type:Year: Name:

EDR Hist Auto
76 ft. Site 1 of 3 in cluster B

0.014 mi.

Relative:

Higher
Actual:
18 ft.
< 1/8 NAPA, CA
WSW 1071 SOSCOL AVE N/A
B8 EDR Hist Auto WARNER GEORGE C MOTORS 1009019709
AUTOMOBILE REPAIRING1954 WARNER GEO C MOTORS
Type:Year: Name:

EDR Hist Auto
78 ft. Site 2 of 3 in cluster B

0.015 mi.

Relative:

Higher
Actual:
18 ft.
< 1/8 NAPA, CA
WSW 1051 SOSCOL AVE N/A
B9 EDR Hist Auto WARNER GEO C MOTORS 1009018012
Drycleaning Plants, Except Rugs1985 VALET CLEANER & TAILOR Drycleaning Plants, Except Rugs1983 VALET CLEANER & TAILOR Drycleaning Plants, Except Rugs1982 VALET CLEANER & TAILOR Drycleaning Plants, Except Rugs1980 VALET CLEANER & TAILOR Drycleaning Plants, Except Rugs1979 VALET CLEANER & TAILOR Garment Pressing And Cleaners’ Agents1978 VALET CLEANER & TAILOR Garment Pressing And Cleaners’ Agents1977 VALET CLEANER & TAILOR CLEANERS AND DYERS1965 VALET CLEANERS & TAILORS
Type:Year: Name:

EDR Hist Cleaner
90 ft. Site 8 of 10 in cluster A

0.017 mi.

Relative:

Higher
Actual:
19 ft.
< 1/8 NAPA, CA
North 714 1ST ST N/A
A10 EDR Hist Cleaner VALET CLEANERS & TAILORS 1009143605 CLEANERS AND DYERS1960 VALET CLEANERS & TAILORS
Type:Year: Name:

EDR Hist Cleaner
90 ft. Site 9 of 10 in cluster A

0.017 mi.

Relative:

Higher
Actual:
19 ft.
< 1/8 NAPA, CA
NNE 712 1ST ST N/A
A11 EDR Hist Cleaner VALET CLEANERS & TAILORS 1009143981 TC5387191.2s Page 16
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

OAKLANDAffiliation City:
1515 CLAY ST SUITE 1400Affiliation Address:

Not reportedEntity Title:

Regional Water Board - SAN FRANCISCO BAY RWQCB (REGION 2)Entity Name:

Regional Board CaseworkerAffiliation Type Desc:

Affiliation:

Cleanup Program SiteCERS Description:

SL0605542749CERS ID:
214768Site ID:

CERS TANKS:

Click here to access the California GeoTracker records for this facility:

Not reportedSite History:

Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern:

Other Groundwater (uses other than drinking water)Potential Media Affected:

Not reportedFile Location:
28S0060RB Case Number:

Not reportedLocal Agency:

UUUCase Worker:

Cleanup Program SiteCase Type:
-122.282022Longitude:

38.301442Latitude:

Not reportedLead Agency Case Number:

SAN FRANCISCO BAY RWQCB (REGION 2)Lead Agency:

SL0605542749Global Id:
11/28/2006Status Date:

Completed - Case ClosedFacility Status:

STATERegion:

CPS-SLIC:
0District:

Non-LOPPermit Type:

ClosedStatus:
248512Permit ID:

NAPA CO. LUST:
189 ft. Site 10 of 10 in cluster A

0.036 mi.

Relative:

Higher
Actual:
21 ft.
< 1/8 CERS NAPA, CA 94559
NNE CPS-SLIC 644 FIRST STREET N/A
A12 LUST VALLEY TIRE AND BRAKE S108086685
AUTOMOBILE REPAIRING NAPA1942 HAINES RAY
Type:Year: Name:

EDR Hist Auto
249 ft. Site 3 of 3 in cluster B

0.047 mi.

Relative:

Higher
Actual:
18 ft.
< 1/8 NAPA, CA
WSW 902 1ST ST N/A
B13 EDR Hist Auto HAINES RAY 1009017759
TC5387191.2s Page 17
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
AUTOMOBILE REPAIRING NAPA1947 HAINES RAY
HAINES RAY (Continued) 1009017759
Click here for Geo Tracker PDF:

Not reportedLeak Detection:

Not reportedContainer Construction Thickness:

Not reportedType of Fuel:

Not reportedTank Used for:

Not reportedTank Capacity:

Not reportedYear Installed:

Not reportedContainer Num:

Not reportedTank Num:

Not reportedTotal Tanks:

Not reportedOwner City,St,Zip:

Not reportedOwner Address:

Not reportedOwner Name:

Not reportedTelephone:

Not reportedContact Name:

Not reportedOther Type:

Not reportedFacility Type:

Not reportedFacility ID:

Not reportedRegion:
http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002B0BE.pdfURL:
0002B0BEFile Number:

HIST UST:
260 ft. Site 1 of 4 in cluster C

0.049 mi.

Relative:

Higher
Actual:
21 ft.
< 1/8 NAPA, CA 94558
NE 622 FIRST STREET N/A
C14 HIST UST PLUMBERS WORKSHOP S118414167
Not reportedYear Installed:
1Container Num:
001Tank Num:
0002Total Tanks:

VALLEJO, CA 94590Owner City,St,Zip:

P.O. BOX 3277Owner Address:

PLUMBER’S WORKSHOPOwner Name:
7076427518Telephone:

JAMES LEYVAContact Name:

Not reportedOther Type:

OtherFacility Type:
00000027876Facility ID:

STATERegion:

Not reportedURL:

Not reportedFile Number:

HIST UST:
260 ft. Site 2 of 4 in cluster C

0.049 mi.

Relative:

Higher
Actual:
21 ft.
< 1/8 NAPA, CA 94558
NE 622 1ST ST N/A
C15 HIST UST PLUMBER’S WORKSHOP U001597631
TC5387191.2s Page 18
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Stock InventorLeak Detection:

Not reportedContainer Construction Thickness:

UNLEADEDType of Fuel:

PRODUCTTank Used for:
00001500Tank Capacity:

Not reportedYear Installed:
1Container Num:
002Tank Num:

Stock InventorLeak Detection:

Not reportedContainer Construction Thickness:

UNLEADEDType of Fuel:

PRODUCTTank Used for:
00000600Tank Capacity:

PLUMBER’S WORKSHOP (Continued) U001597631
0Num of Tanks:

Not reportedDistrict:

Not reportedPermit Type:

Not reportedFacility Status:

Not reportedPermit ID:

NAPA0162Facility ID:

NAPA CO. UST:
260 ft. Site 3 of 4 in cluster C

0.049 mi.

Relative:

Higher
Actual:
21 ft.
< 1/8 NAPA, CA
NE 622 FIRST ST N/A
C16 UST PLUMBER’S WORKSHOP U003114672
Gasoline Service Stations, NEC2013 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2012 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2011 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2010 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2009 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2008 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2007 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2006 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2005 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2004 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2003 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2002 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2001 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC2000 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC1999 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC1998 GELOW INC A CALIFORNIA CORP Gasoline Service Stations, NEC1989 GELOW INC A CALIFORNIA CORP Gasoline Service Stations1988 GELOW INC A CALIFORNIA CORP Type:Year: Name:

EDR Hist Auto
291 ft. Site 1 of 8 in cluster D

0.055 mi.

Relative:

Lower
Actual:
13 ft.
< 1/8 NAPA, CA 94558
SSE 807 SASCOL AVENUE N/A
D17 EDR Hist Auto GELOW INC A CALIFORNIA CORP 1020728375 TC5387191.2s Page 19
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Gasoline Service Stations, NEC2014 GELOW INC A CALIFORNIA CORP GELOW INC A CALIFORNIA CORP (Continued) 1020728375
Not reportedDUNs Number:

Not reportedContact Phone:

Not reportedContact:

NAPA 94558Mailing City,St,Zip:

Not reportedMailing Address 2:

P O BOXMailing Address:

Not reportedMail To:
7076427518Facility Phone:

Not reportedSIC Code:

Not reportedCortese Code:
00027876Regulated ID:

UTNKIRegulated By:
28000946Facility ID:

CA FID UST:

Not reportedNumber Of Tanks:

REG UNLEADEDContent:

PRODUCTSTG:

M.V. FUELTank Use:

Not reportedActive Date:
1500Capacity:

Not reportedTank Status:
28-000-027876-000002SWRCB Tank Id:

Not reportedOwner Tank Id:

Not reportedCreated Date:

Not reportedAction Date:

Not reportedReferral Date:
44-015389Board Of Equalization:

Not reportedNumber:
27876Comp Number:

Not reportedStatus:
2Number Of Tanks:

REG UNLEADEDContent:

PRODUCTSTG:

M.V. FUELTank Use:

Not reportedActive Date:
600Capacity:

Not reportedTank Status:
28-000-027876-000001SWRCB Tank Id:

Not reportedOwner Tank Id:

Not reportedCreated Date:

Not reportedAction Date:

Not reportedReferral Date:
44-015389Board Of Equalization:

Not reportedNumber:
27876Comp Number:

Not reportedStatus:

SWEEPS UST:
308 ft. Site 1 of 2 in cluster E

0.058 mi.

Relative:

Higher
Actual:
18 ft.
< 1/8 NAPA, CA 94558
North CA FID UST 622 001ST ST N/A
E18 SWEEPS UST PLUMBER’S WORKSHOP S101623966
TC5387191.2s Page 20
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
InactiveStatus:

Not reportedComments:

Not reportedEPA ID:

Not reportedNPDES Number:

PLUMBER’S WORKSHOP (Continued) S101623966
T0605500202Global Id:

ExcavationAction:
12/19/1997Date:

REMEDIATIONAction Type:

T0605500202Global Id:

Closure/No Further Action LetterAction:
10/23/2003Date:

ENFORCEMENTAction Type:

T0605500202Global Id:

Leak DiscoveryAction:
01/09/1992Date:

OtherAction Type:

T0605500202Global Id:

LUST:
7072534269Phone Number:

Not reportedEmail:

NAPACity:
1195 THIRD ST., ROOM 101Address:

NAPA COUNTYOrganization Name:

UST CASE WORKERContact Name:

Local Agency CaseworkerContact Type:

T0605500202Global Id:

LUST:

Not reportedSite History:

Diesel, Gasoline, Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern:

Other Groundwater (uses other than drinking water)Potential Media Affect:
0127Local Case Number:

Local AgencyFile Location:

NAPA COUNTYLocal Agency:
28-0225RB Case Number:

ZZZCase Worker:
10/24/2003Status Date:

Completed - Case ClosedStatus:
-122.280865Longitude:

38.300533Latitude:

T0605500202Global Id:
http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605500202Geo Track:

LUST Cleanup SiteCase Type:

NAPA COUNTYLead Agency:

LUST:

CERS

HIST CORTESE
320 ft. CA FID UST

0.061 mi. HIST UST
Relative:

Higher
Actual:
18 ft.
< 1/8 SWEEPS UST NAPA, CA
East UST 933 WATER ST N/A
19 LUST NAPA COUNTY CORP YARD: WATER S 1000142188
TC5387191.2s Page 21
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedPollution Characterization Began:

Not reportedPreliminary Site Assesment Began:

Not reportedPrelim. Site Assesment Wokplan Submitted:

LUSTOversight Program:
12/17/1990Date Leak Confirmed:

TankLeak Source:

Structure FailureLeak Cause:

Tank ClosureHow Discovered:
0127Case Number:

Case ClosedFacility Status:
28-0225Facility Id:
2Region:

LUST REG 2:
10/24/2003Status Date:

Completed - Case ClosedStatus:

T0605500202Global Id:
12/17/1990Status Date:

Open - Site AssessmentStatus:

T0605500202Global Id:
12/17/1990Status Date:

Open - Case Begin DateStatus:

T0605500202Global Id:

LUST:

Leak StoppedAction:
01/09/1992Date:

OtherAction Type:

T0605500202Global Id:
* No ActionAction:
10/27/2003Date:

ENFORCEMENTAction Type:

T0605500202Global Id:

Leak ReportedAction:
12/17/1990Date:

OtherAction Type:

T0605500202Global Id:

Other (Use Description Field)Action:
12/04/2001Date:

REMEDIATIONAction Type:

T0605500202Global Id:

ExcavationAction:
11/05/2001Date:

REMEDIATIONAction Type:

T0605500202Global Id:

Other (Use Description Field)Action:
01/08/1998Date:

REMEDIATIONAction Type:

NAPA COUNTY CORP YARD: WATER S (Continued) 1000142188
TC5387191.2s Page 22
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
28-000-009266-000003SWRCB Tank Id:
3Owner Tank Id:
06-30-89Created Date:

Not reportedAction Date:
07-01-85Referral Date:
44-015314Board Of Equalization:
9Number:
9266Comp Number:

ActiveStatus:

Not reportedNumber Of Tanks:

REG UNLEADEDContent:

PSTG:

M.V. FUELTank Use:
07-01-85Active Date:
10000Capacity:

ATank Status:
28-000-009266-000002SWRCB Tank Id:
2Owner Tank Id:
06-30-89Created Date:

Not reportedAction Date:
07-01-85Referral Date:
44-015314Board Of Equalization:
9Number:
9266Comp Number:

ActiveStatus:
3Number Of Tanks:

REG UNLEADEDContent:

PSTG:

M.V. FUELTank Use:
07-01-85Active Date:
10000Capacity:

ATank Status:
28-000-009266-000001SWRCB Tank Id:
1Owner Tank Id:
06-30-89Created Date:

Not reportedAction Date:
07-01-85Referral Date:
44-015314Board Of Equalization:
9Number:
9266Comp Number:

ActiveStatus:

SWEEPS UST:
0Num of Tanks:

Not reportedDistrict:

Not reportedPermit Type:

Not reportedFacility Status:

Not reportedPermit ID:

NAPA0127Facility ID:

NAPA CO. UST:

Not reportedDate Post Remedial Action Monitoring Began:

Not reportedDate Remediation Action Underway:

Not reportedPollution Remediation Plan Submitted:

NAPA COUNTY CORP YARD: WATER S (Continued) 1000142188
TC5387191.2s Page 23
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedCortese Code:
00009266Regulated ID:

UTNKARegulated By:
28000190Facility ID:

CA FID UST:

Click here for Geo Tracker PDF:

NoneLeak Detection:

Not reportedContainer Construction Thickness:

DIESELType of Fuel:

PRODUCTTank Used for:
00002000Tank Capacity:

Not reportedYear Installed:
3Container Num:
003Tank Num:

NoneLeak Detection:
10Container Construction Thickness:

UNLEADEDType of Fuel:

PRODUCTTank Used for:
00010000Tank Capacity:

Not reportedYear Installed:
2Container Num:
002Tank Num:

NoneLeak Detection:
10Container Construction Thickness:

UNLEADEDType of Fuel:

PRODUCTTank Used for:
00010000Tank Capacity:

Not reportedYear Installed:
1Container Num:
001Tank Num:
0003Total Tanks:

NAPA, CA 94559Owner City,St,Zip:
1195 THIRD STREETOwner Address:

NAPA COUNTY ADMINSTRATIONOwner Name:
7072534351Telephone:

HARRY D. HAMILTONContact Name:

Not reportedOther Type:

Gas StationFacility Type:
00000009266Facility ID:

STATERegion:
http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002B05A.pdfURL:
0002B05AFile Number:

HIST UST:

Not reportedNumber Of Tanks:

DIESELContent:

PSTG:

M.V. FUELTank Use:
07-01-85Active Date:
2000Capacity:

ATank Status:

NAPA COUNTY CORP YARD: WATER S (Continued) 1000142188
TC5387191.2s Page 24
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
7072534269Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NAPAAffiliation City:
1195 THIRD ST., ROOM 101Affiliation Address:

Not reportedEntity Title:

UST CASE WORKER - NAPA COUNTYEntity Name:

Local Agency CaseworkerAffiliation Type Desc:

Affiliation:

Leaking Underground Storage Tank Cleanup SiteCERS Description:

T0605500202CERS ID:
215374Site ID:

CERS TANKS:
28-0225Reg Id:

LTNKAReg By:
28Facility County Code:

CORTESERegion:

HIST CORTESE:

ActiveStatus:

Not reportedComments:

Not reportedEPA ID:

Not reportedNPDES Number:

Not reportedDUNs Number:

Not reportedContact Phone:

Not reportedContact:

NAPA 94559Mailing City,St,Zip:

Not reportedMailing Address 2:
1195 003RD STMailing Address:

Not reportedMail To:
7072534351Facility Phone:

Not reportedSIC Code:

NAPA COUNTY CORP YARD: WATER S (Continued) 1000142188
GASOLINE AND OIL SERVICE STATIONS NAPA1935 UNION SERVICE STATIONS INC Type:Year: Name:

EDR Hist Auto
358 ft. Site 2 of 8 in cluster D

0.068 mi.

Relative:

Lower
Actual:
13 ft.
< 1/8 NAPA, CA
South 805 SOSCOL AVE N/A
D20 EDR Hist Auto UNION SERVICE STATIONS INC 1009018043 TC5387191.2s Page 25
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
GASOLINE AND OIL SERVICE STATIONS1942 SHELL OIL CO
Type:Year: Name:

EDR Hist Auto
364 ft. Site 3 of 8 in cluster D

0.069 mi.

Relative:

Lower
Actual:
13 ft.
< 1/8 NAPA, CA
South 801 SOSCOL AVE N/A
D21 EDR Hist Auto SHELL OIL CO 1009018667
0Num of Tanks:

Not reportedDistrict:

Not reportedPermit Type:

Not reportedFacility Status:

Not reportedPermit ID:

NAPA0607Facility ID:

NAPA CO. UST:
393 ft. Site 4 of 4 in cluster C

0.074 mi.

Relative:

Higher
Actual:
19 ft.
< 1/8 NAPA, CA

NE FIRST & VERNON N/A
C22 UST NAPA RIVERVIEW PROPERTY U003996066
Automotive Transmission Repair Shops2007 AAMCO TRANSMISSIONS Automotive Transmission Repair Shops2006 AAMCO TRANSMISSIONS Automotive Transmission Repair Shops2005 AAMCO TRANSMISSIONS General Automotive Repair Shops2004 AAMCO TRANSMISSIONS General Automotive Repair Shops2003 AAMCO TRANSMISSIONS General Automotive Repair Shops2002 AAMCO TRANSMISSIONS General Automotive Repair Shops2001 AAMCO TRANSMISSIONS General Automotive Repair Shops2000 AAMCO TRANSMISSIONS Automotive Transmission Repair Shops1997 DAHLGREN RAY Automotive Transmission Repair Shops1996 DAHLGREN RAY Automotive Transmission Repair Shops1995 DAHLGREN RAY Automotive Transmission Repair Shops1994 DAHLGREN RAY Automotive Transmission Repair Shops1993 AAMCO OF NAPA VALLEY Automotive Transmission Repair Shops1992 AAMCO OF NAPA VALLEY Automotive Transmission Repair Shops1991 AAMCO TRANSMISSIONS Automotive Transmission Repair Shops1990 AAMCO TRANSMISSIONS AUTOMOBILE REPAIRING1990 AAMCO TRANSMISSIONS
Automotive Transmission Repair Shops1989 AAMCO TRANSMISSIONS Automotive Repair Shops, NEC1988 AAMCO AUTOMOTIVE OF NAPA Automotive Repair Shops, NEC1987 AAMCO AUTOMOTIVE OF NAPA Automotive Repair Shops, NEC1986 AAMCO AUTOMOTIVE OF NAPA Automotive Repair Shops, NEC1985 AAMCO AUTOMOTIVE OF NAPA Automotive Repair Shops, NEC1983 AAMCO AUTOMOTIVE OF NAPA AUTOMOBILE REPAIRING1981 CREWS TIRES
Type:Year: Name:

EDR Hist Auto
432 ft. Site 4 of 8 in cluster D

0.082 mi.

Relative:

Lower
Actual:
13 ft.
< 1/8 NAPA, CA 94558
SSE 820 3RD ST N/A
D23 EDR Hist Auto AAMCO AUTOMOTIVE OF NAPA 1009018814
TC5387191.2s Page 26
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Automotive Transmission Repair Shops2008 AAMCO TRANSMISSIONS AAMCO AUTOMOTIVE OF NAPA (Continued) 1009018814
AUTOMOBILE REPAIRING1965 C
Type:Year: Name:

EDR Hist Auto
449 ft. Site 5 of 8 in cluster D

0.085 mi.

Relative:

Lower
Actual:
13 ft.
< 1/8 NAPA, CA
South 920 3D N/A
D24 EDR Hist Auto C 1009019284
AUTOMOBILE REPAIRING1965 BIAVA MOTORS
Type:Year: Name:

EDR Hist Auto
489 ft. Site 1 of 2 in cluster F

0.093 mi.

Relative:

Higher
Actual:
18 ft.
< 1/8 NAPA, CA
NW 1080 SOSCOL AVE N/A
F25 EDR Hist Auto BIAVA MOTORS 1009019280
GASOLINE STATIONS1965 JIM S WILSHIRE SERVICE
GASOLINE STATIONS1960 JIM S WILSHIRE SERVICE
Type:Year: Name:

EDR Hist Auto
512 ft. Site 2 of 2 in cluster F

0.097 mi.

Relative:

Higher
Actual:
18 ft.
< 1/8 NAPA, CA
NW 1084 SOSCOL AVE N/A
F26 EDR Hist Auto JIM S WILSHIRE SERVICE 1009018994
4650 BUSINESS CTR DRContact address:

DAVID J SCHAUERContact:

FAIRFIELD, CA 94534
4650 BUSINESS CTR DRMailing address:

CAR000202507EPA ID:

NAPA, CA 94559
NO 3
1130 MCKINSTRY STFacility address:

KIEWIT INFRASTRUCTURE W CO NAPA YALLEY WINE TRAIN RELOCATIONFacility name:
07/20/2010Date form received by agency:

RCRA-SQG:
525 ft. Site 2 of 2 in cluster E

0.099 mi.

Relative:

Higher
Actual:
18 ft.
< 1/8 NAPA, CA 94559
North 1130 MCKINSTRY ST CAR000202507
E27 RCRA-SQG KIEWIT INFRASTRUCTURE W CO NAPA YALLEY WINE TRAIN 1012176333 TC5387191.2s Page 27
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NoUsed oil transporter:

NoUsed oil transfer facility:

NoUsed oil Specification marketer:

NoUsed oil fuel marketer to burner:

NoUser oil refiner:

NoUsed oil processor:

NoUsed oil fuel burner:

NoFurnace exemption:

NoOn-site burner exemption:

NoUnderground injection activity:

NoTreater, storer or disposer of HW:

NoTransporter of hazardous waste:

NoRecycler of hazardous waste:

NoMixed waste (haz. and radioactive):

NoU.S. importer of hazardous waste:

Handler Activities Summary:

Not reportedOwner/Op end date:
08/10/2009Owner/Op start date:

OperatorOwner/Operator Type:

PrivateLegal status:

Not reportedOwner/operator extension:

Not reportedOwner/operator fax:

Not reportedOwner/operator email:

Not reportedOwner/operator telephone:

USOwner/operator country:

Not reported
Not reportedOwner/operator address:

KIEWIT INFRASTRUCTURE W COOwner/operator name:

Not reportedOwner/Op end date:
01/01/1970Owner/Op start date:

OwnerOwner/Operator Type:

DistrictLegal status:

Not reportedOwner/operator extension:

Not reportedOwner/operator fax:

Not reportedOwner/operator email:

Not reportedOwner/operator telephone:

USOwner/operator country:

NAPA, CA 94559
805 1ST STOwner/operator address:

NAPA CNTY FLOOD CONTROL AND WATER CONSOwner/operator name:

Small Small Quantity GeneratorClassification:
09EPA Region:

[email protected] email:
707-439-7406Contact telephone:

USContact country:

FAIRFIELD, CA 94534
KIEWIT INFRASTRUCTURE W CO NAPA YALLEY WINE TRAIN RELOCATION (Continued) 1012176333 TC5387191.2s Page 28
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT

ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NON-HALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name:

F003. Waste code:

WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE.

MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT

WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE

FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OF. Waste name:

D001. Waste code:

Small Quantity GeneratorClassification:

KIEWIT PACIFIC COSite name:
08/26/2009Date form received by agency:

Historical Generators:

THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.

LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF

ONE OR MORE OF THE ABOVE NON-HALOGENATED SOLVENTS OR THOSE SOLVENTS

CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS

KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NON-HALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:

F005. Waste 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 NON-HALOGENATED NON-HALOGENATED 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 NON-HALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name:

F003. Waste code:

WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE.

MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT

WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE

D001. Waste code:

Off-specification, aged, or surplus organics. Waste name:
331. Waste code:

Unspecified oil-containing waste. Waste name:
223. Waste code:

Waste oil and mixed oil. Waste name:
221. Waste code:

KIEWIT INFRASTRUCTURE W CO NAPA YALLEY WINE TRAIN RELOCATION (Continued) 1012176333 TC5387191.2s Page 29
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
No violations foundViolation Status:

THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.

LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF

ONE OR MORE OF THE ABOVE NON-HALOGENATED SOLVENTS OR THOSE SOLVENTS

CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS

KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NON-HALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:

F005. Waste 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 NON-HALOGENATED NON-HALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS

MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT KIEWIT INFRASTRUCTURE W CO NAPA YALLEY WINE TRAIN RELOCATION (Continued) 1012176333 AUTOMOBILE REPAIRING1960 VANDERSCHOOT MOTORS
Type:Year: Name:

EDR Hist Auto
526 ft. Site 6 of 8 in cluster D

0.100 mi.

Relative:

Lower
Actual:
13 ft.
< 1/8 NAPA, CA
South 910 3D SALES N/A
D28 EDR Hist Auto VANDERSCHOOT MOTORS 1009020589
AUTOMOBILE REPAIRING NAPA1942 GROSSI V J
Type:Year: Name:

EDR Hist Auto
526 ft. Site 7 of 8 in cluster D

0.100 mi.

Relative:

Lower
Actual:
13 ft.
< 1/8 NAPA, CA
South 910 3D N/A
D29 EDR Hist Auto GROSSI V J 1009017758
CLEANERS AND DYERS1965 FRENCH CLEANERS
Type:Year: Name:

EDR Hist Cleaner
530 ft. Site 1 of 6 in cluster G

0.100 mi.

Relative:

Higher
Actual:
18 ft.
< 1/8 NAPA, CA
WSW 970 1ST ST N/A
G30 EDR Hist Cleaner FRENCH CLEANERS 1009144910
TC5387191.2s Page 30
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
CLEANERS AND DYERS1960 FRENCH CLEANERS
Type:Year: Name:

EDR Hist Cleaner
532 ft. Site 2 of 6 in cluster G

0.101 mi.

Relative:

Higher
Actual:
18 ft.
< 1/8 NAPA, CA
WSW 974 1ST ST N/A
G31 EDR Hist Cleaner FRENCH CLEANERS 1009143972
AUTOMOBILE REPAIRING NAPA1947 FREY H R
AUTOMOBILE REPAIRING NAPA1942 FREY H R
AUTOMOBILE REPAIRING NAPA1935 FREY HERBT
Type:Year: Name:

EDR Hist Auto
533 ft. Site 8 of 8 in cluster D

0.101 mi.

Relative:

Lower
Actual:
14 ft.
< 1/8 NAPA, CA
SSE 826 3D N/A
D32 EDR Hist Auto FREY HERBT 1009017752
Not reportedOwner/operator fax:

Not reportedOwner/operator email:
415-555-1212Owner/operator telephone:

Not reportedOwner/operator country:

NOT REQUIRED, ME 99999
NOT REQUIREDOwner/operator address:

BROYLES ROY OWNEROwner/operator name:

Small Small Quantity GeneratorClassification:
09EPA Region:

Not reportedContact email:
707-255-2505Contact telephone:

USContact country:

NAPA, CA 94558
967 FIRST STContact address:

ENVIRONMENTAL MANAGERContact:

CAD982019317EPA ID:

NAPA, CA 94558
967 1ST STFacility address:

AUTOMOTIVE ENGINEERINGFacility name:
07/31/1987Date form received by agency:

RCRA-SQG:
567 ft. Site 3 of 6 in cluster G

0.107 mi.

Relative:

Higher
Actual:
18 ft.
< 1/8 ECHO NAPA, CA 94558
WSW FINDS 967 1ST ST CAD982019317
G33 RCRA-SQG AUTOMOTIVE ENGINEERING 1000335048
TC5387191.2s Page 31
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
110002777843Registry ID:
1000335048Envid:

ECHO:
additional FINDS: detail in the EDR Site Report.

FINDS:

No violations foundViolation Status:

NoUsed oil transporter:

NoUsed oil transfer facility:

NoUsed oil Specification marketer:

NoUsed oil fuel marketer to burner:

NoUser oil refiner:

NoUsed oil processor:

NoUsed oil fuel burner:

NoFurnace exemption:

NoOn-site burner exemption:

NoUnderground injection activity:

NoTreater, storer or disposer of HW:

NoTransporter of hazardous waste:

NoRecycler of hazardous waste:

NoMixed waste (haz. and radioactive):

NoU.S. importer of hazardous waste:

Handler Activities Summary:

Not reportedOwner/Op end date:

Not reportedOwner/Op start date:

OperatorOwner/Operator Type:

PrivateLegal status:

Not reportedOwner/operator extension:

Not reportedOwner/operator fax:

Not reportedOwner/operator email:
415-555-1212Owner/operator telephone:

Not reportedOwner/operator country:

NOT REQUIRED, ME 99999
NOT REQUIREDOwner/operator address:

NOT REQUIREDOwner/operator name:

Not reportedOwner/Op end date:

Not reportedOwner/Op start date:

OwnerOwner/Operator Type:

PrivateLegal status:

Not reportedOwner/operator extension:

AUTOMOTIVE ENGINEERING (Continued) 1000335048
TC5387191.2s Page 32
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
http://echo.epa.gov/detailed-facility-report?fid=110002777843DFR URL:

AUTOMOTIVE ENGINEERING (Continued) 1000335048
Leak DiscoveryAction:
11/21/1989Date:

OtherAction Type:

T0605500130Global Id:

Leak StoppedAction:
11/21/1989Date:

OtherAction Type:

T0605500130Global Id:

Leak ReportedAction:
11/21/1989Date:

OtherAction Type:

T0605500130Global Id:
* No ActionAction:
10/31/2005Date:

ENFORCEMENTAction Type:

T0605500130Global Id:

LUST:
7072534269Phone Number:

Not reportedEmail:

NAPACity:
1195 THIRD ST., ROOM 101Address:

NAPA COUNTYOrganization Name:

UST CASE WORKERContact Name:

Local Agency CaseworkerContact Type:

T0605500130Global Id:

LUST:

Not reportedSite History:

GasolinePotential Contaminants of Concern:

Other Groundwater (uses other than drinking water)Potential Media Affect:
0265Local Case Number:

Local AgencyFile Location:

NAPA COUNTYLocal Agency:
28-0145RB Case Number:

ZZZCase Worker:
10/28/1998Status Date:

Completed - Case ClosedStatus:
-122.28493Longitude:

38.299296Latitude:

T0605500130Global Id:
http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605500130Geo Track:

LUST Cleanup SiteCase Type:

NAPA COUNTYLead Agency:

LUST:
567 ft. Site 4 of 6 in cluster G

0.107 mi. CERS
Relative:

Higher
Actual:
18 ft.
< 1/8 HIST CORTESE NAPA, CA
WSW UST 967 1ST ST N/A
G34 LUST RIVERSIDE SERVICE U003114676
TC5387191.2s Page 33
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Affiliation:

Leaking Underground Storage Tank Cleanup SiteCERS Description:

T0605500130CERS ID:
215311Site ID:

CERS TANKS:
28-0145Reg Id:

LTNKAReg By:
28Facility County Code:

CORTESERegion:

HIST CORTESE:
0Num of Tanks:

Not reportedDistrict:

Not reportedPermit Type:

Not reportedFacility Status:

Not reportedPermit ID:

NAPA0265Facility ID:

NAPA CO. UST:

Not reportedDate Post Remedial Action Monitoring Began:

Not reportedDate Remediation Action Underway:

Not reportedPollution Remediation Plan Submitted:

Not reportedPollution Characterization Began:
4/9/1990Preliminary Site Assesment Began:
3/7/1990Prelim. Site Assesment Wokplan Submitted:

LUSTOversight Program:

Not reportedDate Leak Confirmed:

TankLeak Source:

Structure FailureLeak Cause:

Tank ClosureHow Discovered:
0265Case Number:

Case ClosedFacility Status:
28-0145Facility Id:
2Region:

LUST REG 2:
10/28/1998Status Date:

Completed - Case ClosedStatus:

T0605500130Global Id:
04/09/1990Status Date:

Open - Site AssessmentStatus:

T0605500130Global Id:
03/07/1990Status Date:

Open - Site AssessmentStatus:

T0605500130Global Id:
11/21/1989Status Date:

Open - Case Begin DateStatus:

T0605500130Global Id:

LUST:

RIVERSIDE SERVICE (Continued) U003114676
TC5387191.2s Page 34
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
7072534269Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NAPAAffiliation City:
1195 THIRD ST., ROOM 101Affiliation Address:

Not reportedEntity Title:

UST CASE WORKER - NAPA COUNTYEntity Name:

Local Agency CaseworkerAffiliation Type Desc:

RIVERSIDE SERVICE (Continued) U003114676
Engine Repair1996 RIVERSIDE SERVICE
Engine Repair1995 RIVERSIDE SERVICE
Engine Repair1994 RIVERSIDE SERVICE
Engine Repair1993 RIVERSIDE SERVICE
Engine Repair1992 RIVERSIDE SERVICE
Engine Repair1991 RIVERSIDE SERVICE
Engine Repair1990 RIVERSIDE SERVICE
GASOLINE STATIONS1990 RIVERSIDE SERVICE STATION
AUTOMOBILE REPAIRING1990 AUTOMOTIVE ENGINEERING
Engine Repair1989 RIVERSIDE SERVICE
General Automotive Repair Shops1988 RIVERSIDE SERVICE General Automotive Repair Shops1987 RIVERSIDE SERVICE General Automotive Repair Shops1986 RIVERSIDE SERVICE General Automotive Repair Shops1985 RIVERSIDE SERVICE General Automotive Repair Shops1983 RIVERSIDE SERVICE General Automotive Repair Shops1982 RIVERSIDE SERVICE GASOLINE STATIONS1981 RIVERSIDE SERVICE STATION
AUTOMOBILE REPAIRING1981 AUTOMOTIVE ENGINEERING
General Automotive Repair Shops1980 RIVERSIDE SERVICE General Automotive Repair Shops1979 RIVERSIDE SERVICE General Automotive Repair Shops1978 RIVERSIDE SERVICE General Automotive Repair Shops1977 RIVERSIDE SERVICE General Automotive Repair Shops1976 RIVERSIDE SERVICE General Automotive Repair Shops1975 RIVERSIDE SERVICE AUTOMOBILE REPAIRING1975 AUTOMOTIVE ENGINEERING
GASOLINE STATIONS1975 RIVERSIDE SERVICE STATION
AUTOMOBILE REPAIRING1975 RIVERSIDE SERVICE
General Automotive Repair Shops1974 RIVERSIDE SERVICE General Automotive Repair Shops1973 RIVERSIDE SERVICE General Automotive Repair Shops1972 RIVERSIDE SERVICE General Automotive Repair Shops1971 RIVERSIDE SERVICE General Automotive Repair Shops1970 RIVERSIDE SERVICE AUTOMOBILE REPAIRING1970 AUTOMOTIVE ENGINEERING
AUTOMOBILE REPAIRING1970 RIVERSIDE SERVICE
General Automotive Repair Shops1969 RIVERSIDE SERVICE AUTOMOBILE REPAIRING1965 AUTOMOTIVE ENGINEERING
GASOLINE STATIONS1965 RXVERSIDE SERVICE STATION
GASOLINE STATIONS1954 RIVERSIDE SERVICE
Type:Year: Name:

EDR Hist Auto
567 ft. Site 5 of 6 in cluster G

0.107 mi.

Relative:

Higher
Actual:
18 ft.
< 1/8 NAPA, CA
WSW 967 1ST ST N/A
G35 EDR Hist Auto RIVERSIDE SERVICE 1009017928
TC5387191.2s Page 35
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Engine Repair2003 RIVERSIDE SERVICE
Engine Repair2002 RIVERSIDE SERVICE
Engine Repair2001 RIVERSIDE SERVICE
Engine Repair2000 RIVERSIDE SERVICE
Engine Repair1999 RIVERSIDE SERVICE
Engine Repair1998 RIVERSIDE SERVICE
Engine Repair1997 RIVERSIDE SERVICE
RIVERSIDE SERVICE (Continued) 1009017928
Leak DiscoveryAction:
11/14/1989Date:

OtherAction Type:

T0605500115Global Id:

Leak StoppedAction:
11/14/1989Date:

OtherAction Type:

T0605500115Global Id:

Leak ReportedAction:
11/14/1989Date:

OtherAction Type:

T0605500115Global Id:

LUST:
7072534269Phone Number:

Not reportedEmail:

NAPACity:
1195 THIRD ST., ROOM 101Address:

NAPA COUNTYOrganization Name:

UST CASE WORKERContact Name:

Local Agency CaseworkerContact Type:

T0605500115Global Id:

LUST:

Not reportedSite History:

GasolinePotential Contaminants of Concern:

Other Groundwater (uses other than drinking water)Potential Media Affect:
0400Local Case Number:

Not reportedFile Location:

NAPA COUNTYLocal Agency:
28-0124RB Case Number:

ZZZCase Worker:
04/07/1997Status Date:

Completed - Case ClosedStatus:
-122.2823407Longitude:

38.2984995Latitude:

T0605500115Global Id:
http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605500115Geo Track:

LUST Cleanup SiteCase Type:

NAPA COUNTYLead Agency:

LUST:
600 ft. Site 1 of 6 in cluster H

0.114 mi. CERS
Relative:

Lower
Actual:
13 ft.
< 1/8 HIST CORTESE NAPA, CA
South UST 909 3RD ST N/A
H36 LUST NOYES LUMBER COMPANY U003115009
TC5387191.2s Page 36
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
198950Site ID:

CERS TANKS:
28-0124Reg Id:

LTNKAReg By:
28Facility County Code:

CORTESERegion:

HIST CORTESE:
0Num of Tanks:

Not reportedDistrict:

Not reportedPermit Type:

Not reportedFacility Status:

Not reportedPermit ID:

NAPA0400Facility ID:

NAPA CO. UST:
11/7/1996Date Post Remedial Action Monitoring Began:

Not reportedDate Remediation Action Underway:
10/16/1995Pollution Remediation Plan Submitted:

Not reportedPollution Characterization Began:
10/17/1990Preliminary Site Assesment Began:

Not reportedPrelim. Site Assesment Wokplan Submitted:

LUSTOversight Program:

Not reportedDate Leak Confirmed:

TankLeak Source:

Structure FailureLeak Cause:

Tank ClosureHow Discovered:
0400Case Number:

Case ClosedFacility Status:
28-0124Facility Id:
2Region:

LUST REG 2:
04/07/1997Status Date:

Completed - Case ClosedStatus:

T0605500115Global Id:
11/07/1996Status Date:

Open - Verification MonitoringStatus:

T0605500115Global Id:
10/16/1995Status Date:

Open - RemediationStatus:

T0605500115Global Id:
10/17/1990Status Date:

Open - Site AssessmentStatus:

T0605500115Global Id:
11/14/1989Status Date:

Open - Case Begin DateStatus:

T0605500115Global Id:

LUST:

NOYES LUMBER COMPANY (Continued) U003115009
TC5387191.2s Page 37
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
7072534269Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NAPAAffiliation City:
1195 THIRD ST., ROOM 101Affiliation Address:

Not reportedEntity Title:

UST CASE WORKER - NAPA COUNTYEntity Name:

Local Agency CaseworkerAffiliation Type Desc:

Affiliation:

Leaking Underground Storage Tank Cleanup SiteCERS Description:

T0605500115CERS ID:

NOYES LUMBER COMPANY (Continued) U003115009
AUTOMOBILE REPAIRING NAPA1947 DAY S SIGNAL SERVICE LAUREL COR AUTOMOBILE REPAIRING NAPA1935 NAPA RADIATOR & FENDER WORKS Type:Year: Name:

EDR Hist Auto
614 ft. Site 6 of 6 in cluster G

0.116 mi.

Relative:

Higher
Actual:
18 ft.
< 1/8 NAPA, CA
WSW 973 1ST ST N/A
G37 EDR Hist Auto NAPA RADIATOR & FENDER WORKS 1009017827 Gasoline Service Stations1980 SMITH R C CHEVRON SERVICE Gasoline Service Stations1979 SMITH R C CHEVRON SERVICE Gasoline Service Stations1978 SMITH R C CHEVRON SERVICE Type:Year: Name:

EDR Hist Auto
622 ft. Site 2 of 6 in cluster H

0.118 mi.

Relative:

Lower
Actual:
13 ft.
< 1/8 NAPA, CA 94558
South 797 SOSCOL AVE N/A
H38 EDR Hist Auto SMITH R C CHEVRON SERVICE 1020332645
GASOLINE STATIONS1975 SMITH S CHEVRON SERVICE
GASOLINE STATIONS1970 SMITH S CHEVRON SERVICE
GASOLINE STATIONS1965 SMITH S CHEVRON SERVICE
GASOLINE STATIONS1960 SMITH S CHEVRON SERVICE
Type:Year: Name:

EDR Hist Auto
655 ft. Site 3 of 6 in cluster H

0.124 mi.

Relative:

Lower
Actual:
13 ft.
< 1/8 NAPA, CA
South 795 SOSCOL AVE N/A
H39 EDR Hist Auto SMITH S CHEVRON SERVICE 1009020302
TC5387191.2s Page 38
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NoMixed waste (haz. and radioactive):

NoU.S. importer of hazardous waste:

Handler Activities Summary:

Not reportedOwner/Op end date:

Not reportedOwner/Op start date:

OwnerOwner/Operator Type:

PrivateLegal status:

Not reportedOwner/operator extension:

Not reportedOwner/operator fax:

Not reportedOwner/operator email:
415-555-1212Owner/operator telephone:

Not reportedOwner/operator country:

NOT REQUIRED, ME 99999
NOT REQUIREDOwner/operator address:

JOHN GREENBERGOwner/operator name:

Not reportedOwner/Op end date:

Not reportedOwner/Op start date:

OperatorOwner/Operator Type:

PrivateLegal status:

Not reportedOwner/operator extension:

Not reportedOwner/operator fax:

Not reportedOwner/operator email:
415-555-1212Owner/operator telephone:

Not reportedOwner/operator country:

NOT REQUIRED, ME 99999
NOT REQUIREDOwner/operator address:

NOT REQUIREDOwner/operator name:

Small Small Quantity GeneratorClassification:
09EPA Region:

Not reportedContact email:
707-252-4268Contact telephone:

USContact country:

NAPA, CA 94559
796 SOSCOL AVEContact address:

ENVIRONMENTAL MANAGERContact:

NAPA, CA 94559
SOSCOL AVEMailing address:

CAD981440860EPA ID:

NAPA, CA 94559
796 SOSCOL AVEFacility address:

GREENBERGS REPAIR SHOPFacility name:
09/04/1986Date form received by agency:

RCRA-SQG:
659 ft. Site 4 of 6 in cluster H

0.125 mi.

Relative:

Lower
Actual:
14 ft.
< 1/8 ECHO NAPA, CA 94559
SSE FINDS 796 SOSCOL AVE CAD981440860
H40 RCRA-SQG GREENBERGS REPAIR SHOP 1000207225
TC5387191.2s Page 39
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
http://echo.epa.gov/detailed-facility-report?fid=110002706126DFR URL:
110002706126Registry ID:
1000207225Envid:

ECHO:
additional FINDS: detail in the EDR Site Report.

Click this hyperlink while viewing on your computer to access

STATE MASTER
Environmental Interest/Information System
110055836635Registry ID:
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System
110002706126Registry ID:

FINDS:

No violations foundViolation Status:

NoUsed oil transporter:

NoUsed oil transfer facility:

NoUsed oil Specification marketer:

NoUsed oil fuel marketer to burner:

NoUser oil refiner:

NoUsed oil processor:

NoUsed oil fuel burner:

NoFurnace exemption:

NoOn-site burner exemption:

NoUnderground injection activity:

NoTreater, storer or disposer of HW:

NoTransporter of hazardous waste:

NoRecycler of hazardous waste:

GREENBERGS REPAIR SHOP (Continued) 1000207225
22 CCR 12 66262.34(f) - California Code of Regulations, Title 22,Citation:
04-15-2014Violation Date:

DAVE PARKER’S EUR-ASIAN AUTOWERKESSite Name:
23960Site ID:

Violations:

Hazardous Waste GeneratorCERS Description:
10170913CERS ID:
23960Site ID:

CERS HAZ WASTE:
659 ft. Site 5 of 6 in cluster H

0.125 mi.

Relative:

Lower
Actual:
14 ft.
< 1/8 NAPA, CA 94558
SSE CERS 796 SOSCOL AVE N/A
H41 CERS HAZ WASTE DAVE PARKER’S EUR-ASIAN AUTOWERKES S121753956 TC5387191.2s Page 40
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
796 Soscol AVEAffiliation Address:

Not reportedEntity Title:

David ParkerEntity Name:

Environmental ContactAffiliation Type Desc:

Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:

Not reportedEntity Title:

David ParkerEntity Name:

Document PreparerAffiliation Type Desc:
(707) 253-4417Affiliation Phone:
94559Affiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NapaAffiliation City:
1195 Third Street, Suite 210Affiliation Address:

Not reportedEntity Title:

Napa County Env MgmtEntity Name:

CUPA DistrictAffiliation Type Desc:

Affiliation:

CERSEval Source:

HWEval Program:

Napa County Department of Environmental ManagementEval Division:

Not reportedEval Notes:

Routine done by local agencyEval Type:

YesViolations Found:
04-15-2014Eval Date:

Compliance Evaluation InspectionEval General Type:

CERSEval Source:

HMRRPEval Program:

Napa County Department of Environmental ManagementEval Division:

Not reportedEval Notes:

Routine done by local agencyEval Type:

NoViolations Found:
04-15-2014Eval Date:

Compliance Evaluation InspectionEval General Type:

Evaluation:

CERSViolation Source:

HWViolation Program:

Napa County Department of Environmental ManagementViolation Division:

Start Dates. This was corrected during the inspection.
waste oil and one 55-gallon drum of waste filters without Accumulation Returned to compliance on 04/15/2014. Observed two 55-gallon drums ofViolation 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)
DAVE PARKER’S EUR-ASIAN AUTOWERKES (Continued) S121753956 TC5387191.2s Page 41
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Primary Emergency ContactAffiliation Type Desc:

Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:

Not reportedEntity Title:

DAVE PARKER’S EUR-ASIAN AUTOWERKESEntity Name:

Parent CorporationAffiliation Type Desc:
(707) 224-3922Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:

Not reportedEntity Title:

David ParkerEntity Name:

OperatorAffiliation Type Desc:
(707) 257-0123Affiliation Phone:
94559Affiliation Zip:

United StatesAffiliation Country:

CAAffiliation State:

NapaAffiliation City:
796 Soscol AveAffiliation Address:

Not reportedEntity Title:

David ParkerEntity Name:

Legal OwnerAffiliation Type Desc:

Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:
ownerEntity Title:

David ParkerEntity Name:

Identification SignerAffiliation Type Desc:

Not reportedAffiliation Phone:
94559Affiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NapaAffiliation City:
796 Soscol Ave.Affiliation Address:

Not reportedEntity Title:

Mailing AddressEntity Name:

Facility Mailing AddressAffiliation Type Desc:
(707) 257-0123Affiliation Phone:
94558Affiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NapaAffiliation City:

DAVE PARKER’S EUR-ASIAN AUTOWERKES (Continued) S121753956 TC5387191.2s Page 42
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedEval Notes:

Routine done by local agencyEval Type:

YesViolations Found:
04-15-2014Eval Date:

Compliance Evaluation InspectionEval General Type:

CERSEval Source:

HMRRPEval Program:

Napa County Department of Environmental ManagementEval Division:

Not reportedEval Notes:

Routine done by local agencyEval Type:

NoViolations Found:
04-15-2014Eval Date:

Compliance Evaluation InspectionEval General Type:

Evaluation:

CERSViolation Source:

HWViolation Program:

Napa County Department of Environmental ManagementViolation Division:

Chapter 12, Section(s) 66262.34(f)
22 CCR 12 66262.34(f) - California Code of Regulations, Title 22,Citation:
04-15-2014Violation Date:

DAVE PARKER’S EUR-ASIAN AUTOWERKESSite Name:
23960Site ID:

Violations:

Chemical Storage FacilitiesCERS Description:
10170913CERS ID:
23960Site ID:

CERS TANKS:
(707) 224-3922Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:
office managerEntity Title:

Shea ParkerEntity Name:

Secondary Emergency ContactAffiliation Type Desc:
(707) 224-3922Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:
ownerEntity Title:

David ParkerEntity Name:

DAVE PARKER’S EUR-ASIAN AUTOWERKES (Continued) S121753956 TC5387191.2s Page 43
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
David ParkerEntity Name:

Legal OwnerAffiliation Type Desc:

Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:
ownerEntity Title:

David ParkerEntity Name:

Identification SignerAffiliation Type Desc:

Not reportedAffiliation Phone:
94559Affiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NapaAffiliation City:
796 Soscol Ave.Affiliation Address:

Not reportedEntity Title:

Mailing AddressEntity Name:

Facility Mailing AddressAffiliation Type Desc:
(707) 257-0123Affiliation Phone:
94558Affiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NapaAffiliation City:
796 Soscol AVEAffiliation Address:

Not reportedEntity Title:

David ParkerEntity Name:

Environmental ContactAffiliation Type Desc:

Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:

Not reportedEntity Title:

David ParkerEntity Name:

Document PreparerAffiliation Type Desc:
(707) 253-4417Affiliation Phone:
94559Affiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NapaAffiliation City:
1195 Third Street, Suite 210Affiliation Address:

Not reportedEntity Title:

Napa County Env MgmtEntity Name:

CUPA DistrictAffiliation Type Desc:

Affiliation:

CERSEval Source:

HWEval Program:

Napa County Department of Environmental ManagementEval Division:

DAVE PARKER’S EUR-ASIAN AUTOWERKES (Continued) S121753956 TC5387191.2s Page 44
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
(707) 224-3922Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:
office managerEntity Title:

Shea ParkerEntity Name:

Secondary Emergency ContactAffiliation Type Desc:
(707) 224-3922Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:
ownerEntity Title:

David ParkerEntity Name:

Primary Emergency ContactAffiliation Type Desc:

Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:

Not reportedEntity Title:

DAVE PARKER’S EUR-ASIAN AUTOWERKESEntity Name:

Parent CorporationAffiliation Type Desc:
(707) 224-3922Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:

Not reportedEntity Title:

David ParkerEntity Name:

OperatorAffiliation Type Desc:
(707) 257-0123Affiliation Phone:
94559Affiliation Zip:

United StatesAffiliation Country:

CAAffiliation State:

NapaAffiliation City:
796 Soscol AveAffiliation Address:

Not reportedEntity Title:

DAVE PARKER’S EUR-ASIAN AUTOWERKES (Continued) S121753956 TC5387191.2s Page 45
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Engine Repair2014 EUR-ASIAN AUTOWERKES INC
Engine Repair2013 EUR-ASIAN AUTOWERKES INC
Engine Repair2012 EUR-ASIAN AUTOWERKES INC
Engine Repair2011 EUR-ASIAN AUTOWERKES INC
Engine Repair2002 EUR-ASIAN AUTOWERKES INC
Engine Repair2001 EUR-ASIAN AUTOWERKES INC
Engine Repair1999 EUR-ASIAN AUTOWERKES INC
Engine Repair1998 EUR-ASIAN AUTOWERKES INC
Engine Repair1997 EUR-ASIAN AUTOWERKES INC
General Automotive Repair Shops1996 EASY AUTO CARE
Engine Repair1996 EUR-ASIAN AUTOWERKES INC
General Automotive Repair Shops1995 EASY AUTO CARE
Engine Repair1995 EUR-ASIAN AUTOWERKES INC
Engine Repair1994 EUR-ASIAN AUTOWERKES INC
General Automotive Repair Shops1994 EASY AUTO CARE
Engine Repair1993 EUR-ASIAN AUTOWERKES INC
General Automotive Repair Shops1993 EASY AUTO CARE
General Automotive Repair Shops1992 EASY AUTO CARE
General Automotive Repair Shops1991 EASY AUTO CARE
AUTOMOBILE REPAIRING1990 EASY AUTO CARE
General Automotive Repair Shops1989 CLASSIC AUTOMOTIVE REPAIR General Automotive Repair Shops1988 CLASSIC AUTOMOTIVE REPAIR General Automotive Repair Shops1987 GREENBERGS AUTO REPAIR INC General Automotive Repair Shops1986 GREENBERGS REPAIR SHOP AUTOMOBILE REPAIRING1965 BIG CHIEF PONTIAC CO
Type:Year: Name:

EDR Hist Auto
659 ft. Site 6 of 6 in cluster H

0.125 mi.

Relative:

Lower
Actual:
14 ft.
< 1/8 NAPA, CA
SSE 796 SOSCOL AVE N/A
H42 EDR Hist Auto BIG CHIEF PONTIAC CO 1009019281
LUST:

Not reportedSite History:

GasolinePotential Contaminants of Concern:

SoilPotential Media Affect:
28-0127Local Case Number:

Not reportedFile Location:

NAPA COUNTYLocal Agency:
28-0127RB Case Number:

UUUCase Worker:
02/25/1992Status Date:

Completed - Case ClosedStatus:
-122.2799166Longitude:

38.3020096Latitude:

T0605500116Global Id:
http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605500116Geo Track:

LUST Cleanup SiteCase Type:

SAN FRANCISCO BAY RWQCB (REGION 2)Lead Agency:

LUST:
744 ft. Site 1 of 2 in cluster I

0.141 mi.

Relative:

Higher
Actual:
19 ft.
1/8-1/4 CERS NAPA, CA 94559
NE HIST CORTESE 540 1ST ST N/A
I43 LUST OXBOW INVESTMENTS S102434763
TC5387191.2s Page 46
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedPreliminary Site Assesment Began:

Not reportedPrelim. Site Assesment Wokplan Submitted:

LUSTOversight Program:

Not reportedDate Leak Confirmed:

TankLeak Source:

Structure FailureLeak Cause:

Tank ClosureHow Discovered:
28-0127Case Number:

Case ClosedFacility Status:
28-0127Facility Id:
2Region:

LUST REG 2:
02/25/1992Status Date:

Completed - Case ClosedStatus:

T0605500116Global Id:
10/02/1991Status Date:

Open - Case Begin DateStatus:

T0605500116Global Id:

LUST:

Leak StoppedAction:
10/02/1991Date:

OtherAction Type:

T0605500116Global Id:

Leak ReportedAction:
10/02/1991Date:

OtherAction Type:

T0605500116Global Id:

Leak DiscoveryAction:
10/02/1991Date:

OtherAction Type:

T0605500116Global Id:

LUST:
7072534269Phone Number:

Not reportedEmail:

NAPACity:
1195 THIRD ST., ROOM 101Address:

NAPA COUNTYOrganization Name:

UST CASE WORKERContact Name:

Local Agency CaseworkerContact Type:

T0605500116Global Id:

Not reportedPhone Number:

Not reportedEmail:

OAKLANDCity:
1515 CLAY ST SUITE 1400Address:

SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name:

Regional Water BoardContact Name:

Regional Board CaseworkerContact Type:

T0605500116Global Id:

OXBOW INVESTMENTS (Continued) S102434763
TC5387191.2s Page 47
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

OAKLANDAffiliation City:
1515 CLAY ST SUITE 1400Affiliation Address:

Not reportedEntity Title:

Regional Water Board - SAN FRANCISCO BAY RWQCB (REGION 2)Entity Name:

Regional Board CaseworkerAffiliation Type Desc:
7072534269Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NAPAAffiliation City:
1195 THIRD ST., ROOM 101Affiliation Address:

Not reportedEntity Title:

UST CASE WORKER - NAPA COUNTYEntity Name:

Local Agency CaseworkerAffiliation Type Desc:

Affiliation:

Leaking Underground Storage Tank Cleanup SiteCERS Description:

T0605500116CERS ID:
251022Site ID:

CERS TANKS:
28-0127Reg Id:

LTNKAReg By:
28Facility County Code:

CORTESERegion:

HIST CORTESE:

Not reportedDate Post Remedial Action Monitoring Began:

Not reportedDate Remediation Action Underway:

Not reportedPollution Remediation Plan Submitted:

Not reportedPollution Characterization Began:

OXBOW INVESTMENTS (Continued) S102434763
800-742-7742Contact telephone:

USContact country:

WHEAT RIDGE, CO 80033
11901 W 48TH AVEContact address:

JEFF M CORDESContact:

WHEAT RIDGE, CO 80033
11901 W 48TH AVEMailing address:

CAR000014597EPA ID:

NAPA, CA 94558
1275 MCKINSTRY STFacility address:

SHARPSHOOTER IMAGINGFacility name:
02/23/2010Date form received by agency:

RCRA NonGen / NLR:
781 ft. Site 1 of 3 in cluster J

0.148 mi.

Relative:

Higher
Actual:
18 ft.
1/8-1/4 ECHO NAPA, CA 94558
NNW FINDS 1275 MCKINSTRY ST CAR000014597
J44 RCRA NonGen / NLR SHARPSHOOTER IMAGING 1001115523
TC5387191.2s Page 48
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System
110002913615Registry ID:

FINDS:

No violations foundViolation Status:

SILVER. Waste name:

D011. Waste code:

Not Defined. Waste name:

D000. Waste code:

Small Quantity GeneratorClassification:

SHARPSHOOTER SPECTRUM IMAGINGSite name:
01/27/2000Date form received by agency:

Historical Generators:

NoUsed oil transporter:

NoUsed oil transfer facility:

NoUsed oil Specification marketer:

NoUsed oil fuel marketer to burner:

NoUser oil refiner:

NoUsed oil processor:

NoUsed oil fuel burner:

NoFurnace exemption:

NoOn-site burner exemption:

NoUnderground injection activity:

NoTreater, storer or disposer of HW:

NoTransporter of hazardous waste:

NoRecycler of hazardous waste:

NoMixed waste (haz. and radioactive):

NoU.S. importer of hazardous waste:

Handler Activities Summary:

Not reportedOwner/Op end date:

Not reportedOwner/Op start date:

OwnerOwner/Operator Type:

PrivateLegal status:

Not reportedOwner/operator extension:

Not reportedOwner/operator fax:

Not reportedOwner/operator email:
800-742-7742Owner/operator telephone:

Not reportedOwner/operator country:

FRISCO, CO 80443
P O BOX 4200Owner/operator address:

PAUL LAINEOwner/operator name:

Owner/Operator Summary:

Handler: Non-Generators do not presently generate hazardous wasteDescription:

Non-GeneratorClassification:
09EPA Region:

[email protected] email:

SHARPSHOOTER IMAGING (Continued) 1001115523
TC5387191.2s Page 49
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
http://echo.epa.gov/detailed-facility-report?fid=110002913615DFR URL:
110002913615Registry ID:
1001115523Envid:

ECHO:
additional FINDS: detail in the EDR Site Report.

Click this hyperlink while viewing on your computer to access corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, SHARPSHOOTER IMAGING (Continued) 1001115523
0District:

Non-LOPPermit Type:

ClosedStatus:
248424Permit ID:

NAPA CO. LUST:
799 ft. Site 1 of 2 in cluster K

0.151 mi.

Relative:

Higher
Actual:
19 ft.
1/8-1/4 NAPA, CA 94559
SW 915 MAIN ST N/A
K45 LUST MAIN STREET INVESTORS S119102600
L10009949675CERS ID:
249171Site ID:

CERS TANKS:

Click here to access the California GeoTracker records for this facility:

Not reportedSite History:

Not reportedPotential Contaminants of Concern:

Not reportedPotential Media Affected:

ArchivedFile Location:
2 283113002RB Case Number:

Not reportedLocal Agency:

AWNCase Worker:

Cleanup Program SiteCase Type:
-122.284931Longitude:

38.298534Latitude:

Not reportedLead Agency Case Number:

SAN FRANCISCO BAY RWQCB (REGION 2)Lead Agency:

L10009949675Global Id:
06/10/2016Status Date:

Completed - Case ClosedFacility Status:

STATERegion:

CPS-SLIC:
846 ft. Site 2 of 2 in cluster K

0.160 mi.

Relative:

Higher
Actual:
19 ft.
1/8-1/4 NAPA, CA 94559
SW CERS 1001 SECOND ST N/A
K46 CPS-SLIC NAPA RIVER/NAPA CREEK FLOOD PROTECTION PROJECT S109287253 TC5387191.2s Page 50
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

OAKLANDAffiliation City:
1515 CLAY STREET, SUITE 1400Affiliation Address:

Not reportedEntity Title:

ALEC NAUGLE - SAN FRANCISCO BAY RWQCB (REGION 2)Entity Name:

Regional Board CaseworkerAffiliation Type Desc:

Affiliation:

Cleanup Program SiteCERS Description:

NAPA RIVER/NAPA CREEK FLOOD PROTECTION PROJECT (Continued) S109287253 0Num of Tanks:

Not reportedDistrict:

Not reportedPermit Type:

Not reportedFacility Status:

Not reportedPermit ID:

NAPA0642Facility ID:

NAPA CO. UST:
868 ft. Site 1 of 9 in cluster L

0.164 mi.

Relative:

Higher
Actual:
18 ft.
1/8-1/4 NAPA, CA
SSW 1010 3RD ST N/A
L47 UST FORMER UNOCAL STATION #0645 U003115010
NAPA COUNTYOrganization Name:

UST CASE WORKERContact Name:

Local Agency CaseworkerContact Type:

T0605500248Global Id:

LUST:

Not reportedSite History:

GasolinePotential Contaminants of Concern:

Other Groundwater (uses other than drinking water)Potential Media Affect:
0642Local Case Number:

Local AgencyFile Location:

NAPA COUNTYLocal Agency:
28-0291RB Case Number:

ZZZCase Worker:
05/11/1999Status Date:

Completed - Case ClosedStatus:
-122.284702Longitude:

38.2977739Latitude:

T0605500248Global Id:
http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605500248Geo Track:

LUST Cleanup SiteCase Type:

NAPA COUNTYLead Agency:

LUST:
868 ft. Site 2 of 9 in cluster L

0.164 mi.

Relative:

Higher
Actual:
18 ft.
1/8-1/4 CERS NAPA, CA 94559
SSW HIST CORTESE 1010 3RD ST N/A
L48 LUST UNOCAL S102439752
TC5387191.2s Page 51
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
28Facility County Code:

CORTESERegion:

HIST CORTESE:

Not reportedDate Post Remedial Action Monitoring Began:

Not reportedDate Remediation Action Underway:

Not reportedPollution Remediation Plan Submitted:

Not reportedPollution Characterization Began:

Not reportedPreliminary Site Assesment Began:

Not reportedPrelim. Site Assesment Wokplan Submitted:

LUSTOversight Program:
1/26/1994Date Leak Confirmed:

UNKLeak Source:

UNKLeak Cause:

OMHow Discovered:
0642Case Number:

Case ClosedFacility Status:
28-0291Facility Id:
2Region:

LUST REG 2:
05/11/1999Status Date:

Completed - Case ClosedStatus:

T0605500248Global Id:
01/26/1994Status Date:

Open - Site AssessmentStatus:

T0605500248Global Id:
01/26/1994Status Date:

Open - Case Begin DateStatus:

T0605500248Global Id:

LUST:

Leak StoppedAction:
01/29/1994Date:

OtherAction Type:

T0605500248Global Id:

Leak ReportedAction:
01/26/1994Date:

OtherAction Type:

T0605500248Global Id:

Leak DiscoveryAction:
01/26/1994Date:

OtherAction Type:

T0605500248Global Id:

LUST:
7072534269Phone Number:

Not reportedEmail:

NAPACity:
1195 THIRD ST., ROOM 101Address:

UNOCAL (Continued) S102439752
TC5387191.2s Page 52
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
7072534269Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NAPAAffiliation City:
1195 THIRD ST., ROOM 101Affiliation Address:

Not reportedEntity Title:

UST CASE WORKER - NAPA COUNTYEntity Name:

Local Agency CaseworkerAffiliation Type Desc:

Affiliation:

Leaking Underground Storage Tank Cleanup SiteCERS Description:

T0605500248CERS ID:
229235Site ID:

CERS TANKS:
28-0291Reg Id:

LTNKAReg By:

UNOCAL (Continued) S102439752
11/18/1993Date:

OtherAction Type:

T0605500211Global Id:

LUST:
7072534269Phone Number:

Not reportedEmail:

NAPACity:
1195 THIRD ST., ROOM 101Address:

NAPA COUNTYOrganization Name:

UST CASE WORKERContact Name:

Local Agency CaseworkerContact Type:

T0605500211Global Id:

LUST:

Not reportedSite History:

GasolinePotential Contaminants of Concern:

Other Groundwater (uses other than drinking water)Potential Media Affect:
28-0238Local Case Number:

Not reportedFile Location:

NAPA COUNTYLocal Agency:
28-0238RB Case Number:

ZZZCase Worker:
05/11/1999Status Date:

Completed - Case ClosedStatus:
-122.2838Longitude:

38.297711Latitude:

T0605500211Global Id:
http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605500211Geo Track:

LUST Cleanup SiteCase Type:

NAPA COUNTYLead Agency:

LUST:
875 ft. Site 3 of 9 in cluster L

0.166 mi.

Relative:

Higher
Actual:
18 ft.
1/8-1/4 CERS NAPA, CA 94559
SSW HIST CORTESE 1016 3RD ST N/A
L49 LUST UNOCAL S101307676
TC5387191.2s Page 53
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Local Agency CaseworkerAffiliation Type Desc:

Affiliation:

Leaking Underground Storage Tank Cleanup SiteCERS Description:

T0605500211CERS ID:
194067Site ID:

CERS TANKS:
28-0238Reg Id:

LTNKAReg By:
28Facility County Code:

CORTESERegion:

HIST CORTESE:

Not reportedDate Post Remedial Action Monitoring Began:

Not reportedDate Remediation Action Underway:

Not reportedPollution Remediation Plan Submitted:

Not reportedPollution Characterization Began:

Not reportedPreliminary Site Assesment Began:

Not reportedPrelim. Site Assesment Wokplan Submitted:

LUSTOversight Program:
11/18/1993Date Leak Confirmed:

UNKLeak Source:

UNKLeak Cause:

Tank ClosureHow Discovered:
28-0238Case Number:

Case ClosedFacility Status:
28-0238Facility Id:
2Region:

LUST REG 2:
05/11/1999Status Date:

Completed - Case ClosedStatus:

T0605500211Global Id:
11/18/1993Status Date:

Open - Site AssessmentStatus:

T0605500211Global Id:
11/18/1993Status Date:

Open - Case Begin DateStatus:

T0605500211Global Id:

LUST:

Leak StoppedAction:
11/18/1993Date:

OtherAction Type:

T0605500211Global Id:

Leak ReportedAction:
11/18/1993Date:

OtherAction Type:

T0605500211Global Id:

Leak DiscoveryAction:

UNOCAL (Continued) S101307676
TC5387191.2s Page 54
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
7072534269Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NAPAAffiliation City:
1195 THIRD ST., ROOM 101Affiliation Address:

Not reportedEntity Title:

UST CASE WORKER - NAPA COUNTYEntity Name:

UNOCAL (Continued) S101307676
0Num of Tanks:

Not reportedDistrict:

Not reportedPermit Type:

Not reportedFacility Status:

Not reportedPermit ID:

NAPA0732Facility ID:

NAPA CO. UST:
897 ft. Site 2 of 3 in cluster J

0.170 mi.

Relative:

Higher
Actual:
18 ft.
1/8-1/4 NAPA, CA
NNW 1046 MCKINSTRY ST N/A
J50 UST VALLEY AUTO REPAIR/RETAIL/WHLS U004061060
Not reportedPhone Number:
[email protected]:

NAPACity:
1195 THIRD STREET, SUITE 101Address:

NAPA COUNTYOrganization Name:

James Newman, P.G., C.E.G.Contact Name:

Local Agency CaseworkerContact Type:

T0605522317Global Id:

LUST:

Not reportedSite History:

Diesel, Gasoline, Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern:

Other Groundwater (uses other than drinking water)Potential Media Affect:
0732Local Case Number:

Local AgencyFile Location:

NAPA COUNTYLocal Agency:

Not reportedRB Case Number:

JTNCase Worker:
08/28/2011Status Date:

Completed - Case ClosedStatus:
-122.282252Longitude:

38.301565Latitude:

T0605522317Global Id:
http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605522317Geo Track:

LUST Cleanup SiteCase Type:

NAPA COUNTYLead Agency:

LUST:
897 ft. Site 3 of 3 in cluster J

0.170 mi.

Relative:

Higher
Actual:
18 ft.
1/8-1/4 CERS NAPA, CA 94558
NNW CHMIRS 1046 MCKINSTRY STREET N/A
J51 LUST VALLEY AUTO REPAIR S105643571
TC5387191.2s Page 55
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
T0605522317Global Id:

Staff LetterAction:
10/07/2009Date:

ENFORCEMENTAction Type:

T0605522317Global Id:

File reviewAction:
10/19/2006Date:

ENFORCEMENTAction Type:

T0605522317Global Id:

Not reportedAction:
07/14/2006Date:

REMEDIATIONAction Type:

T0605522317Global Id:

Site Assessment ReportAction:
07/14/2006Date:

RESPONSEAction Type:

T0605522317Global Id:

CAP/RAP - Other ReportAction:
04/12/2006Date:

RESPONSEAction Type:

T0605522317Global Id:

CorrespondenceAction:
07/14/2006Date:

RESPONSEAction Type:

T0605522317Global Id:

Staff LetterAction:
11/04/2010Date:

ENFORCEMENTAction Type:

T0605522317Global Id:

Staff LetterAction:
05/03/2011Date:

ENFORCEMENTAction Type:

T0605522317Global Id:

LOP Case Closure Summary to RBAction:
08/26/2011Date:

ENFORCEMENTAction Type:

T0605522317Global Id:

Staff LetterAction:
06/29/2009Date:

ENFORCEMENTAction Type:

T0605522317Global Id:

Closure/No Further Action LetterAction:
08/26/2011Date:

ENFORCEMENTAction Type:

T0605522317Global Id:

LUST:

VALLEY AUTO REPAIR (Continued) S105643571
TC5387191.2s Page 56
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Open - Case Begin DateStatus:

T0605522317Global Id:

LUST:

CorrespondenceAction:
07/26/2006Date:

RESPONSEAction Type:

T0605522317Global Id:

Leak DiscoveryAction:
04/20/2006Date:

OtherAction Type:

T0605522317Global Id:

Staff LetterAction:
09/17/2008Date:

ENFORCEMENTAction Type:

T0605522317Global Id:

Staff LetterAction:
05/19/2010Date:

ENFORCEMENTAction Type:

T0605522317Global Id:

Other Report / DocumentAction:
08/28/2006Date:

RESPONSEAction Type:

T0605522317Global Id:

Staff LetterAction:
12/22/2009Date:

ENFORCEMENTAction Type:

T0605522317Global Id:

Staff LetterAction:
05/03/2011Date:

ENFORCEMENTAction Type:

T0605522317Global Id:

Leak StoppedAction:
12/31/1979Date:

OtherAction Type:

T0605522317Global Id:

Staff LetterAction:
02/05/2009Date:

ENFORCEMENTAction Type:

T0605522317Global Id:

Leak ReportedAction:
07/14/2006Date:

OtherAction Type:

T0605522317Global Id:

Staff LetterAction:
09/16/2009Date:

ENFORCEMENTAction Type:

VALLEY AUTO REPAIR (Continued) S105643571
TC5387191.2s Page 57
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
osprAgency:
1996Year:

Not reportedDate/Time:

Not reportedOther:

Not reportedMeasure:

PETROLEUMType:

Not reportedWhat Happened:

Not reportedContainment:
unknown-situation in progressCleanup By:

Not reportedSpill Site:
storm drainWaterway:

NOWaterway Involved:

Not reportedFacility Telephone:

Not reportedReport Date:

Not reportedReporting Officer Name/ID:

Not reportedCompany Name:

Not reportedCA DOT PUC/ICC Number:

Not reportedVehicle Id Number:

Not reportedVehicle State:

Not reportedVehicle License Number:

Not reportedVehicle Make/year:

Not reportedOthers Number Of Fatalities:

Not reportedOthers Number Of Injuries:

Not reportedOthers Number Of Decontaminated:

Not reportedResponding Agency Personel # Of Fatalities:

Not reportedResponding Agency Personel # Of Injuries:

Not reportedResp Agncy Personel # Of Decontaminated:

Not reportedMore Than Two Substances Involved?:

Not reportedProperty Management:

Not reportedEstimated Temperature:

Not reportedSurrounding Area:

Not reportedTime Completed:

Not reportedTime Notified:

Not reportedAgency Incident Number:

Not reportedAgency Id Number:

Not reportedProperty Use:

Not reportedDate Completed:
09:36:15 AMOES Time:
10/31/1996OES Date:

Not reportedOES notification:
16291OES Incident Number:

CHMIRS:
08/28/2011Status Date:

Completed - Case ClosedStatus:

T0605522317Global Id:
08/28/2007Status Date:

Open - Site AssessmentStatus:

T0605522317Global Id:
07/14/2006Status Date:

Open - Site AssessmentStatus:

T0605522317Global Id:
04/20/2006Status Date:

VALLEY AUTO REPAIR (Continued) S105643571
TC5387191.2s Page 58
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NAPAAffiliation City:
1195 THIRD STREET, SUITE 101Affiliation Address:

Not reportedEntity Title:

James Newman, P.G., C.E.G. - NAPA COUNTYEntity Name:

Local Agency CaseworkerAffiliation Type Desc:

Affiliation:

Leaking Underground Storage Tank Cleanup SiteCERS Description:

T0605522317CERS ID:
234115Site ID:

CERS TANKS:
observed it running down into the storm drain.
dumping antifreeze onto the roadway. the citizen
the above business is working on vehicles and
citizen reported to DFG that someone possibly atDescription:

Not reportedComments:

Not reportedFatals:

Not reportedInjuries:

Not reportedEvacs:

Not reported#3 Vessel >= 300 Tons:

Not reported#2 Vessel >= 300 Tons:

Not reported#1 Vessel >= 300 Tons:

Not reported#3 Pipeline:

Not reported#2 Pipeline:

Not reported#1 Pipeline:

NONumber of Fatalities:

NONumber of Injuries:

NOEvacuations:

Not reportedSubstance #3:

Not reportedSubstance #2:

Not reportedUnknown:
anti freezeSubstance:

Not reportedE Date:

OTHERSite Type:

YESContained:
unk- large amtAmount:

Not reportedAdmin Agency:
0935 31Oct96Incident Date:

VALLEY AUTO REPAIR (Continued) S105643571
0Num of Tanks:

Not reportedDistrict:

Not reportedPermit Type:

Not reportedFacility Status:

Not reportedPermit ID:

NAPA0377Facility ID:

NAPA CO. UST:
902 ft. Site 4 of 9 in cluster L

0.171 mi.

Relative:

Higher
Actual:
18 ft.
1/8-1/4 NAPA, CA
SSW 732 MAIN ST N/A
L52 UST NAPA FLOOD CONTROL DISTRICT U003115013
TC5387191.2s Page 59
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
12/04/1986Status Date:

Open - Case Begin DateStatus:

T0605500095Global Id:

LUST:

Leak StoppedAction:
12/04/1986Date:

OtherAction Type:

T0605500095Global Id:

Leak ReportedAction:
08/10/1989Date:

OtherAction Type:

T0605500095Global Id:

Closure/No Further Action Letter - #28S0030Action:
03/09/2004Date:

ENFORCEMENTAction Type:

T0605500095Global Id:

Leak DiscoveryAction:
12/04/1986Date:

OtherAction Type:

T0605500095Global Id:

LUST:

Not reportedPhone Number:
[email protected]:

NAPACity:
1195 THIRD STREET, SUITE 101Address:

NAPA COUNTYOrganization Name:

James Newman, P.G., C.E.G.Contact Name:

Local Agency CaseworkerContact Type:

T0605500095Global Id:

LUST:

Not reportedSite History:

GasolinePotential Contaminants of Concern:

Other Groundwater (uses other than drinking water)Potential Media Affect:
0377Local Case Number:

Not reportedFile Location:

NAPA COUNTYLocal Agency:
28-0103RB Case Number:

JTNCase Worker:
03/09/2004Status Date:

Completed - Case ClosedStatus:
-122.2839088Longitude:

38.2973245Latitude:

T0605500095Global Id:
http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605500095Geo Track:

LUST Cleanup SiteCase Type:

NAPA COUNTYLead Agency:

LUST:
902 ft. Site 5 of 9 in cluster L

0.171 mi.

Relative:

Higher
Actual:
18 ft.
1/8-1/4 CERS NAPA, CA 94559
SSW HIST CORTESE 732 MAIN ST N/A
L53 LUST NAPA COUNTY FIRE DEPT S102434360
TC5387191.2s Page 60
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NAPAAffiliation City:
1195 THIRD STREET, SUITE 101Affiliation Address:

Not reportedEntity Title:

James Newman, P.G., C.E.G. - NAPA COUNTYEntity Name:

Local Agency CaseworkerAffiliation Type Desc:

Affiliation:

Leaking Underground Storage Tank Cleanup SiteCERS Description:

T0605500095CERS ID:
260229Site ID:

CERS TANKS:
28-0103Reg Id:

LTNKAReg By:
28Facility County Code:

CORTESERegion:

HIST CORTESE:

Not reportedDate Post Remedial Action Monitoring Began:

Not reportedDate Remediation Action Underway:

Not reportedPollution Remediation Plan Submitted:
9/30/1989Pollution Characterization Began:

Not reportedPreliminary Site Assesment Began:

Not reportedPrelim. Site Assesment Wokplan Submitted:

LUSTOversight Program:

Not reportedDate Leak Confirmed:

TankLeak Source:

Structure FailureLeak Cause:

Tank ClosureHow Discovered:
0377Case Number:

Pollution CharacterizationFacility Status:
28-0103Facility Id:
2Region:

LUST REG 2:
03/09/2004Status Date:

Completed - Case ClosedStatus:

T0605500095Global Id:
09/30/1989Status Date:

Open - Site AssessmentStatus:

T0605500095Global Id:

NAPA COUNTY FIRE DEPT (Continued) S102434360
TC5387191.2s Page 61
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Cleanup Program SiteCERS Description:

SLT2O122128CERS ID:
214772Site ID:

CERS TANKS:

Click here to access the California GeoTracker records for this facility:

Not reportedSite History:

Not reportedPotential Contaminants of Concern:

Not reportedPotential Media Affected:

Regional BoardFile Location:
28S0005RB Case Number:

Not reportedLocal Agency:

Not reportedCase Worker:

Cleanup Program SiteCase Type:
-122.285182Longitude:

38.297989Latitude:

Not reportedLead Agency Case Number:

SAN FRANCISCO BAY RWQCB (REGION 2)Lead Agency:

SLT2O122128Global Id:
05/06/2014Status Date:

Completed - Case ClosedFacility Status:

STATERegion:

CPS-SLIC:
914 ft. Site 6 of 9 in cluster L

0.173 mi.

Relative:

Higher
Actual:
19 ft.
1/8-1/4 NAPA, CA 94559
SW CERS 826-828 BROWN STREET N/A
L54 CPS-SLIC MR HOWARD NUNN S106717860
2Region:

SLIC REG 2:

Click here to access the California GeoTracker records for this facility:

Not reportedSite History:

Gasoline, Diesel, Stoddard solvent / Mineral Spriits / DistillatesPotential Contaminants of Concern:

Other Groundwater (uses other than drinking water)Potential Media Affected:

Not reportedFile Location:
28S0030RB Case Number:

Not reportedLocal Agency:

UUUCase Worker:

Cleanup Program SiteCase Type:
-122.282188Longitude:

38.298378Latitude:

Not reportedLead Agency Case Number:

SAN FRANCISCO BAY RWQCB (REGION 2)Lead Agency:

SL0605540025Global Id:
03/08/2004Status Date:

Completed - Case ClosedFacility Status:

STATERegion:

CPS-SLIC:
936 ft. Site 7 of 9 in cluster L

0.177 mi.

Relative:

Higher
Actual:
18 ft.
1/8-1/4 NAPA, CA 94559
SSW CERS 965 THIRD STREET N/A
L55 CPS-SLIC FORMER TIDEWATER SERVICE STATION S106234968 TC5387191.2s Page 62
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

OAKLANDAffiliation City:
1515 CLAY ST SUITE 1400Affiliation Address:

Not reportedEntity Title:

Regional Water Board - SAN FRANCISCO BAY RWQCB (REGION 2)Entity Name:

Regional Board CaseworkerAffiliation Type Desc:

Affiliation:

Cleanup Program SiteCERS Description:

SL0605540025CERS ID:
208765Site ID:

CERS TANKS:

Not reportedDate Post Remedial Action Monitoring Began:

Not reportedDate Remedial Action Underway:

Not reportedDate Remediation Plan Submitted:

Not reportedDate Pollution Characterization Began:

Not reportedDate Preliminary Site Assessment Began:

Not reportedDate Prelim Site Assmnt Workplan Submitted:

Not reportedDate Confirmed:

Not reportedLeak Source:

Not reportedLeak Cause:

Not reportedHow Discovered:

Not reportedLocal Case #:

Not reportedDate Closed:

Case ClosedFacility Status:
28S0030Facility ID:

FORMER TIDEWATER SERVICE STATION (Continued) S106234968 Not reportedDate Post Remedial Action Monitoring Began:

Not reportedDate Remediation Action Underway:

Not reportedPollution Remediation Plan Submitted:

Not reportedPollution Characterization Began:

Not reportedPreliminary Site Assesment Began:

Not reportedPrelim. Site Assesment Wokplan Submitted:

LUSTOversight Program:
5/18/1985Date Leak Confirmed:

UNKLeak Source:

UNKLeak Cause:

Tank ClosureHow Discovered:
28-0264Case Number:

Leak being confirmedFacility Status:
28-0264Facility Id:
2Region:

LUST REG 2:
949 ft. Site 8 of 9 in cluster L

0.180 mi.

Relative:

Higher
Actual:
19 ft.
1/8-1/4 NAPA, CA 94559
SSW 1009 3RD ST N/A
L56 LUST CHEVRON S105030221
TC5387191.2s Page 63
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
05/18/1985Status Date:

Open - Site AssessmentStatus:

T0605500227Global Id:
05/18/1985Status Date:

Open - Case Begin DateStatus:

T0605500227Global Id:

LUST:

Leak StoppedAction:
05/18/1995Date:

OtherAction Type:

T0605500227Global Id:

Leak ReportedAction:
05/18/1995Date:

OtherAction Type:

T0605500227Global Id:

Leak DiscoveryAction:
05/18/1995Date:

OtherAction Type:

T0605500227Global Id:

LUST:
7072534269Phone Number:

Not reportedEmail:

NAPACity:
1195 THIRD ST., ROOM 101Address:

NAPA COUNTYOrganization Name:

UST CASE WORKERContact Name:

Local Agency CaseworkerContact Type:

T0605500227Global Id:

LUST:

Not reportedSite History:

GasolinePotential Contaminants of Concern:

Other Groundwater (uses other than drinking water)Potential Media Affect:
28-0264Local Case Number:

Not reportedFile Location:

NAPA COUNTYLocal Agency:
28-0264RB Case Number:

ZZZCase Worker:
10/08/1999Status Date:

Completed - Case ClosedStatus:
-122.242061Longitude:

38.29497Latitude:

T0605500227Global Id:
http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605500227Geo Track:

LUST Cleanup SiteCase Type:

NAPA COUNTYLead Agency:

LUST:
949 ft. Site 9 of 9 in cluster L

0.180 mi.

Relative:

Higher
Actual:
19 ft.
1/8-1/4 CERS NAPA, CA 94559
SSW HIST CORTESE 1009 3RD ST N/A
L57 LUST CHEVRON S110060417
TC5387191.2s Page 64
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
7072534269Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NAPAAffiliation City:
1195 THIRD ST., ROOM 101Affiliation Address:

Not reportedEntity Title:

UST CASE WORKER - NAPA COUNTYEntity Name:

Local Agency CaseworkerAffiliation Type Desc:

Affiliation:

Leaking Underground Storage Tank Cleanup SiteCERS Description:

T0605500227CERS ID:
232716Site ID:

CERS TANKS:
28-0264Reg Id:

LTNKAReg By:
28Facility County Code:

CORTESERegion:

HIST CORTESE:
10/08/1999Status Date:

Completed - Case ClosedStatus:

T0605500227Global Id:

CHEVRON (Continued) S110060417
Not reportedReferral Date:
44-015289Board Of Equalization:

Not reportedNumber:
1937Comp Number:

Not reportedStatus:
2Number Of Tanks:

REG UNLEADEDContent:

PRODUCTSTG:

M.V. FUELTank Use:

Not reportedActive Date:
550Capacity:

Not reportedTank Status:
28-000-001937-000001SWRCB Tank Id:

Not reportedOwner Tank Id:

Not reportedCreated Date:

Not reportedAction Date:

Not reportedReferral Date:
44-015289Board Of Equalization:

Not reportedNumber:
1937Comp Number:

Not reportedStatus:

SWEEPS UST:
973 ft. Site 2 of 2 in cluster I

0.184 mi.

Relative:

Higher
Actual:
18 ft.
1/8-1/4 NAPA, CA 94559
NE CA FID UST 426 001ST ST N/A
I58 SWEEPS UST J-V WAREHOUSE S101624026
TC5387191.2s Page 65
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
InactiveStatus:

Not reportedComments:

Not reportedEPA ID:

Not reportedNPDES Number:

Not reportedDUNs Number:

Not reportedContact Phone:

Not reportedContact:

NAPA 94559Mailing City,St,Zip:

Not reportedMailing Address 2:
426 001ST STMailing Address:

Not reportedMail To:
7072532624Facility Phone:

Not reportedSIC Code:

Not reportedCortese Code:
00001937Regulated ID:

UTNKIRegulated By:
28000933Facility ID:

CA FID UST:

Not reportedNumber Of Tanks:

REG UNLEADEDContent:

PRODUCTSTG:

M.V. FUELTank Use:

Not reportedActive Date:
550Capacity:

Not reportedTank Status:
28-000-001937-000002SWRCB Tank Id:

Not reportedOwner Tank Id:

Not reportedCreated Date:

Not reportedAction Date:

J-V WAREHOUSE (Continued) S101624026
Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method:

Unspecified oil-containing wasteWaste Category:

Not reportedTSD County:

CAT080012602TSD EPA ID:

Not reportedGen County:

NAPA, CA 945590660Mailing City,St,Zip:

PO BOX 660Mailing Address:

Not reportedMailing Name:
7072579407Telephone:

MATT SMITHContact:

CAC002667188GEPAID:
2011Year:

S112986658envid:

HAZNET:
0District:

Non-LOPPermit Type:

OpenStatus:
248455Permit ID:

NAPA CO. LUST:
1048 ft. Site 1 of 4 in cluster M

0.198 mi.

Relative:

Higher
Actual:
22 ft.
1/8-1/4 NAPA, CA 94559
West HAZNET 1201 MAIN ST N/A
M59 LUST P.M. QUIEN PROPERTY S112986658
TC5387191.2s Page 66
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NapaFacility County:

Not reportedMethod Decode:

Not reportedCat Decode:

0.075Tons:

Include On-Site Treatment And/Or Stabilization)
Landfill Or Surface Impoundment That Will Be Closed As Landfill( ToDisposal Method:

Unspecified oil-containing wasteWaste Category:

Not reportedTSD County:

NVT330010000TSD EPA ID:

Not reportedGen County:

NAPA, CA 945590660Mailing City,St,Zip:

PO BOX 660Mailing Address:

Not reportedMailing Name:
7072579407Telephone:

MATT SMITHContact:

CAC002667188GEPAID:
2011Year:

S112986658envid:

NapaFacility County:

Not reportedMethod Decode:

Not reportedCat Decode:

0.4Tons:

Other TreatmentDisposal Method:

Other empty containers 30 gallons or moreWaste Category:

Not reportedTSD County:

CAD009466392TSD EPA ID:

Not reportedGen County:

NAPA, CA 945590660Mailing City,St,Zip:

PO BOX 660Mailing Address:

Not reportedMailing Name:
7072579407Telephone:

MATT SMITHContact:

CAC002667188GEPAID:
2011Year:

S112986658envid:

NapaFacility County:

Not reportedMethod Decode:

Not reportedCat Decode:

2.14755Tons:
(H010-H129) Or (H131-H135)
P.M. QUIEN PROPERTY (Continued) S112986658
CAD076546886EPA ID:

NAPA, CA 94559
PLUS 634 BURNELL ST AND 637 BU
625 BURNELL STFacility address:

ORNAMENTAL INC
NAPA COUNTY TRANSPORATION AND PLANNING AGENCY PREVIOUSLY JENSON’SFacility name:
03/21/2011Date form received by agency:

RCRA-SQG:

CIWQS
1054 ft. EMI

0.200 mi. ECHO
Relative:

Lower
Actual:
17 ft.
1/8-1/4 FINDS NAPA, CA 94559
SE LUST 625 BURNELL ST CAD076546886
60 RCRA-SQG JENSEN’S ORNAMENTAL INC 1000379868
TC5387191.2s Page 67
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NoUser oil refiner:

NoUsed oil processor:

NoUsed oil fuel burner:

NoFurnace exemption:

NoOn-site burner exemption:

NoUnderground injection activity:

NoTreater, storer or disposer of HW:

NoTransporter of hazardous waste:

NoRecycler of hazardous waste:

NoMixed waste (haz. and radioactive):

NoU.S. importer of hazardous waste:

Handler Activities Summary:

Not reportedOwner/Op end date:
01/08/2009Owner/Op start date:

OperatorOwner/Operator Type:

OtherLegal status:

Not reportedOwner/operator extension:

Not reportedOwner/operator fax:

Not reportedOwner/operator email:

Not reportedOwner/operator telephone:

USOwner/operator country:

Not reported
Not reportedOwner/operator address:

PAUL W PRICEOwner/operator name:

Not reportedOwner/Op end date:
02/27/2008Owner/Op start date:

OwnerOwner/Operator Type:

OtherLegal status:

Not reportedOwner/operator extension:

Not reportedOwner/operator fax:

Not reportedOwner/operator email:
707-259-8631Owner/operator telephone:

USOwner/operator country:

NAPA, CA 94559
707 RANDOLPH ST STE 100Owner/operator address:

NAPA COUNTY TRANS AND PLANNING AGENCYOwner/operator name:

Small Small Quantity GeneratorClassification:
09EPA Region:

[email protected] email:
707-259-8634Contact telephone:

USContact country:

NAPA, CA 94559
707 RANDOLPH ST STE 100Contact address:

PAUL W PRICEContact:

NAPA, CA 94559
STE 100
707 RANDOLPH STMailing address:

JENSEN’S ORNAMENTAL INC (Continued) 1000379868
TC5387191.2s Page 68
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System
110002658678Registry ID:

FINDS:
1District:

Non-LOPPermit Type:

ClosedStatus:
11352Permit ID:

NAPA CO. LUST:

No violations foundViolation Status:

Large Quantity GeneratorClassification:

JENSEN’S ORNAMENTAL, INCSite name:
10/17/1985Date form received by agency:

Small Quantity GeneratorClassification:

JENSEN’S ORNAMENTAL, INCSite name:
09/01/1996Date form received by agency:

Historical Generators:

MERCURY. Waste name:

D009. Waste code:

LEAD. Waste name:

D008. Waste code:

WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE.

MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT

WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE

D001. Waste code:

Other organic solids. Waste name:
352. Waste code:

Unspecified organic liquid mixture. Waste name:
343. Waste code:

Other inorganic solid waste. Waste name:
181. Waste code:

NoUsed oil transporter:

NoUsed oil transfer facility:

NoUsed oil Specification marketer:

NoUsed oil fuel marketer to burner:

JENSEN’S ORNAMENTAL INC (Continued) 1000379868
TC5387191.2s Page 69
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
0Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
3479SIC Code:

BAAir District Name:
11233Facility ID:

SFAir Basin:
28County Code:
2000Year:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0Reactive Organic Gases Tons/Yr:
0Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
3479SIC Code:

BAAir District Name:
11233Facility ID:

SFAir Basin:
28County Code:
1999Year:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0Reactive Organic Gases Tons/Yr:
0Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
3479SIC Code:

BAAir District Name:
11233Facility ID:

SFAir Basin:
28County Code:
1998Year:

EMI:
http://echo.epa.gov/detailed-facility-report?fid=110002658678DFR URL:
110002658678Registry ID:
1000379868Envid:

ECHO:
additional FINDS: detail in the EDR Site Report.

Click this hyperlink while viewing on your computer to access

HAZARDOUS AIR POLLUTANT MAJOR
JENSEN’S ORNAMENTAL INC (Continued) 1000379868
TC5387191.2s Page 70
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0Reactive Organic Gases Tons/Yr:
0Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
3479SIC Code:

BAAir District Name:
11233Facility ID:

SFAir Basin:
28County Code:
2003Year:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0Reactive Organic Gases Tons/Yr:
0Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
3479SIC Code:

BAAir District Name:
11233Facility ID:

SFAir Basin:
28County Code:
2002Year:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0Reactive Organic Gases Tons/Yr:
0Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
3479SIC Code:

BAAir District Name:
11233Facility ID:

SFAir Basin:
28County Code:
2001Year:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
0Reactive Organic Gases Tons/Yr:

JENSEN’S ORNAMENTAL INC (Continued) 1000379868
TC5387191.2s Page 71
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation

38.297562Latitude:
0Violations within 5 years:
0Enforcement Actions within 5 years:

Not reportedTTWQ:

Not reportedComplexity:

Not reportedMajor/Minor:

Not reportedDesign Flow:

Not reportedExpiration/Review Date:
01/09/2013Termination Date:
12/27/2010Effective Date:

Not reportedAdoption Date:

CAS000002NPDES Number:
2 28C360110WDID:
2009-0009-DWQOrder Number:

Storm water constructionRegulatory Measure Type:

TerminatedRegulatory Measure Status:

CONSTWProgram:
2Region:

Not reportedSIC/NAICS:

Construction - TransportationPlace/Project Type:
707 Randolph Street Suite 100, Napa, CA 94559Agency Address:

Napa County Transportation and Planning AgencyAgency:

CIWQS:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:
.1749793Reactive Organic Gases Tons/Yr:
.177Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
3479SIC Code:

BAAir District Name:
11233Facility ID:

SFAir Basin:
28County Code:
2005Year:
0Part. Matter 10 Micrometers and Smllr Tons/Yr:
0Particulate Matter Tons/Yr:
0SOX - Oxides of Sulphur Tons/Yr:
0NOX - Oxides of Nitrogen Tons/Yr:
0Carbon Monoxide Emissions Tons/Yr:

0.1749793Reactive Organic Gases Tons/Yr:

0.177Total Organic Hydrocarbon Gases Tons/Yr:

Not reportedConsolidated Emission Reporting Rule:

Not reportedCommunity Health Air Pollution Info System:

BAY AREA AQMDAir District Name:
3479SIC Code:

BAAir District Name:
11233Facility ID:

SFAir Basin:
28County Code:
2004Year:

JENSEN’S ORNAMENTAL INC (Continued) 1000379868
TC5387191.2s Page 72
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-122.280346Longitude:

JENSEN’S ORNAMENTAL INC (Continued) 1000379868
REG UNLEADEDContent:

PSTG:

M.V. FUELTank Use:
07-01-85Active Date:
10000Capacity:

ATank Status:
28-000-013914-000003SWRCB Tank Id:
3Owner Tank Id:
06-30-89Created Date:

Not reportedAction Date:
07-01-85Referral Date:
44-000202Board Of Equalization:
9Number:
13914Comp Number:

ActiveStatus:

Not reportedNumber Of Tanks:

REG UNLEADEDContent:

PSTG:

M.V. FUELTank Use:
07-01-85Active Date:
10000Capacity:

ATank Status:
28-000-013914-000002SWRCB Tank Id:
2Owner Tank Id:
06-30-89Created Date:

Not reportedAction Date:
07-01-85Referral Date:
44-000202Board Of Equalization:
9Number:
13914Comp Number:

ActiveStatus:
3Number Of Tanks:

LEADEDContent:

PSTG:

M.V. FUELTank Use:
07-01-85Active Date:
10000Capacity:

ATank Status:
28-000-013914-000001SWRCB Tank Id:
1Owner Tank Id:
06-30-89Created Date:

Not reportedAction Date:
07-01-85Referral Date:
44-000202Board Of Equalization:
9Number:
13914Comp Number:

ActiveStatus:

SWEEPS UST:
1095 ft. Site 2 of 4 in cluster M

0.207 mi.

Relative:

Higher
Actual:
21 ft.
1/8-1/4 NAPA, CA 94589
West CA FID UST 1221 E MAIN ST N/A
M61 SWEEPS UST FAST GAS S101630339
TC5387191.2s Page 73
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
ActiveStatus:

Not reportedComments:

Not reportedEPA ID:

Not reportedNPDES Number:

Not reportedDUNs Number:

Not reportedContact Phone:

Not reportedContact:

NAPA 94589Mailing City,St,Zip:

Not reportedMailing Address 2:
1221 E MAIN STMailing Address:

Not reportedMail To:
7075529422Facility Phone:

Not reportedSIC Code:

Not reportedCortese Code:
00013914Regulated ID:

UTNKARegulated By:
28000987Facility ID:

CA FID UST:

Not reportedNumber Of Tanks:

FAST GAS (Continued) S101630339
Not reportedContainer Construction Thickness:

UNLEADEDType of Fuel:

PRODUCTTank Used for:
00010000Tank Capacity:
1970Year Installed:
2Container Num:
002Tank Num:

Visual, Stock Inventor, Pressure TestLeak Detection:

Not reportedContainer Construction Thickness:

REGULARType of Fuel:

PRODUCTTank Used for:
00010000Tank Capacity:
1970Year Installed:
1Container Num:
001Tank Num:
0003Total Tanks:

CHATTANOOGA, TN 37408Owner City,St,Zip:
1221 E. MAIN STREETOwner Address:

KAYO OIL COMPANYOwner Name:
7075529422Telephone:
3438 BROADWAYContact Name:

Not reportedOther Type:

Gas StationFacility Type:
00000013914Facility ID:

STATERegion:

Not reportedURL:

Not reportedFile Number:

HIST UST:
1095 ft. Site 3 of 4 in cluster M

0.207 mi.

Relative:

Higher
Actual:
21 ft.
1/8-1/4 NAPA, CA 94589
West 1221 MAIN ST N/A
M62 HIST UST FAST GAS U001598757
TC5387191.2s Page 74
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Visual, Stock Inventor, Pressure TestLeak Detection:

Not reportedContainer Construction Thickness:

PREMIUMType of Fuel:

PRODUCTTank Used for:
00010000Tank Capacity:
1970Year Installed:
3Container Num:
003Tank Num:

Visual, Stock Inventor, Pressure TestLeak Detection:

FAST GAS (Continued) U001598757
Not reportedTank Num:

Not reportedTotal Tanks:

Not reportedOwner City,St,Zip:

Not reportedOwner Address:

Not reportedOwner Name:

Not reportedTelephone:

Not reportedContact Name:

Not reportedOther Type:

Not reportedFacility Type:

Not reportedFacility ID:

Not reportedRegion:
http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0001EFDE.pdfURL:
0001EFDEFile Number:

HIST UST:
0Num of Tanks:

Not reportedDistrict:

Not reportedPermit Type:

Not reportedFacility Status:

Not reportedPermit ID:

NAPA0272Facility ID:

NAPA CO. UST:

Not reportedDate Post Remedial Action Monitoring Began:

Not reportedDate Remediation Action Underway:

Not reportedPollution Remediation Plan Submitted:

Not reportedPollution Characterization Began:
3/21/1991Preliminary Site Assesment Began:
3/22/1990Prelim. Site Assesment Wokplan Submitted:

LUSTOversight Program:

Not reportedDate Leak Confirmed:

TankLeak Source:

Structure FailureLeak Cause:

Tank ClosureHow Discovered:
0272Case Number:

Preliminary site assessment underwayFacility Status:
28-0114Facility Id:
2Region:

LUST REG 2:
1098 ft. Site 1 of 5 in cluster N

0.208 mi. CERS
Relative:

Higher
Actual:
18 ft.
1/8-1/4 HIST UST NAPA, CA
ESE UST 575 3RD ST N/A
N63 LUST NAPA VALLEY EXPOSITION U003115008
TC5387191.2s Page 75
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NAPAAffiliation City:
1195 THIRD STREET, SUITE 101Affiliation Address:

Not reportedEntity Title:

James Newman, P.G., C.E.G. - NAPA COUNTYEntity Name:

Local Agency CaseworkerAffiliation Type Desc:

Affiliation:

Leaking Underground Storage Tank Cleanup SiteCERS Description:

T0605500106CERS ID:
250136Site ID:

CERS TANKS:

Click here for Geo Tracker PDF:

Not reportedLeak Detection:

Not reportedContainer Construction Thickness:

Not reportedType of Fuel:

Not reportedTank Used for:

Not reportedTank Capacity:

Not reportedYear Installed:

Not reportedContainer Num:

NAPA VALLEY EXPOSITION (Continued) U003115008
NAPACity:
1195 THIRD STREET, SUITE 101Address:

NAPA COUNTYOrganization Name:

James Newman, P.G., C.E.G.Contact Name:

Local Agency CaseworkerContact Type:

T0605500106Global Id:

LUST:

Not reportedSite History:

GasolinePotential Contaminants of Concern:

Other Groundwater (uses other than drinking water)Potential Media Affect:
0272Local Case Number:

Not reportedFile Location:

NAPA COUNTYLocal Agency:
28-0114RB Case Number:

JTNCase Worker:
10/04/2006Status Date:

Completed - Case ClosedStatus:
-122.277936Longitude:

38.29863Latitude:

T0605500106Global Id:
http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605500106Geo Track:

LUST Cleanup SiteCase Type:

NAPA COUNTYLead Agency:

LUST:
1098 ft. Site 2 of 5 in cluster N

0.208 mi.

Relative:

Higher
Actual:
18 ft.
1/8-1/4 NAPA, CA 94559
ESE HIST CORTESE 575 3RD N/A
N64 LUST NAPA VALLEY EXPOSITION S100209922
TC5387191.2s Page 76
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
28-0114Reg Id:

LTNKAReg By:
28Facility County Code:

CORTESERegion:

HIST CORTESE:
10/04/2006Status Date:

Completed - Case ClosedStatus:

T0605500106Global Id:
03/21/1991Status Date:

Open - Site AssessmentStatus:

T0605500106Global Id:
03/22/1990Status Date:

Open - Site AssessmentStatus:

T0605500106Global Id:
05/05/1989Status Date:

Open - Case Begin DateStatus:

T0605500106Global Id:

LUST:

Leak DiscoveryAction:
05/08/1989Date:

OtherAction Type:

T0605500106Global Id:

Leak StoppedAction:
05/08/1989Date:

OtherAction Type:

T0605500106Global Id:

Staff LetterAction:
01/15/2004Date:

ENFORCEMENTAction Type:

T0605500106Global Id:

Leak ReportedAction:
05/05/1989Date:

OtherAction Type:

T0605500106Global Id:

Closure/No Further Action Letter - #10/04/06Action:
10/04/2006Date:

ENFORCEMENTAction Type:

T0605500106Global Id:

LUST:

Not reportedPhone Number:
[email protected]:

NAPA VALLEY EXPOSITION (Continued) S100209922
TC5387191.2s Page 77
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NoneLeak Detection:

XContainer Construction Thickness:
2Type of Fuel:

WASTETank Used for:
00000500Tank Capacity:

Not reportedYear Installed:
1Container Num:
001Tank Num:
0001Total Tanks:

NAPA, CA 94559Owner City,St,Zip:
575 THIRD STREETOwner Address:

STATE OF CALIFORNIA/25TH DISTROwner Name:
7072534900Telephone:

H.F. MCGRUDER, MANAGERContact Name:

STATEOther Type:

OtherFacility Type:
00000068249Facility ID:

STATERegion:

Not reportedURL:

Not reportedFile Number:

HIST UST:
1098 ft. Site 3 of 5 in cluster N

0.208 mi.

Relative:

Higher
Actual:
18 ft.
1/8-1/4 NAPA, CA 94559
ESE 575 3RD ST N/A
N65 HIST UST 25TH DISTRICT AGRICULTURAL ASS U001597702
(707) 253-4417Affiliation Phone:
94559Affiliation Zip:

Not reportedAffiliation Country:

CAAffiliation State:

NapaAffiliation City:
1195 Third Street, Suite 210Affiliation Address:

Not reportedEntity Title:

Napa County Env MgmtEntity Name:

CUPA DistrictAffiliation Type Desc:

Affiliation:
-122.287000Longitude:

38.299410Latitude:

Center of a facility or station.Ref Point Type Desc:

Not reportedCoord Name:
10739017Program ID:

HWGEnv Int Type Code:

Kohl’s Department Stores - Store #1371Facility Name:
423884Site ID:

Coordinates:

Hazardous Waste GeneratorCERS Description:
10739017CERS ID:
423884Site ID:

CERS HAZ WASTE:
1112 ft.

0.211 mi.

Relative:

Higher
Actual:
22 ft.
1/8-1/4 NAPA, CA 94559
WSW CERS 1116 1ST ST N/A
66 CERS HAZ WASTE KOHL’S DEPARTMENT STORES - STORE #1371 S121781659 TC5387191.2s Page 78
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:

Not reportedEntity Title:

Kohl’s Department Stores - Store #1371Entity Name:

OperatorAffiliation Type Desc:
(262) 703-7019Affiliation Phone:
53201Affiliation Zip:

United StatesAffiliation Country:

WIAffiliation State:

MilwaukeeAffiliation City:

P.O. Box 3155Affiliation Address:

Not reportedEntity Title:

Kohl s Department StoresEntity Name:

Legal OwnerAffiliation Type Desc:

Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:

Manager of Environmental ComplianceEntity Title:

Ryan PiedotEntity Name:

Identification SignerAffiliation Type Desc:

Not reportedAffiliation Phone:
53201Affiliation Zip:

Not reportedAffiliation Country:

WIAffiliation State:

MilwaukeeAffiliation City:

P.O. Box 3155Affiliation Address:

Not reportedEntity Title:

Mailing AddressEntity Name:

Facility Mailing AddressAffiliation Type Desc:
(262) 703-7019Affiliation Phone:
53201Affiliation Zip:

Not reportedAffiliation Country:

WIAffiliation State:

MilwaukeeAffiliation City:

P.O. Box 3155Affiliation Address:

Not reportedEntity Title:

Ryan PiedotEntity Name:

Environmental ContactAffiliation Type Desc:

Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:

Not reportedEntity Title:

Scott SmithEntity Name:

Document PreparerAffiliation Type Desc:

KOHL’S DEPARTMENT STORES - STORE #1371 (Continued) S121781659 TC5387191.2s Page 79
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
(866) 907-0048Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:

Operations ManagerEntity Title:

Operations ManagerEntity Name:

Secondary Emergency ContactAffiliation Type Desc:
(866) 907-0048Affiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:

Store ManagerEntity Title:

Glenn A. DietzEntity Name:

Primary Emergency ContactAffiliation Type Desc:

Not reportedAffiliation Phone:

Not reportedAffiliation Zip:

Not reportedAffiliation Country:

Not reportedAffiliation State:

Not reportedAffiliation City:

Not reportedAffiliation Address:

Not reportedEntity Title:

Kohl’s Department StoresEntity Name:

Parent CorporationAffiliation Type Desc:
(262) 703-7019Affiliation Phone:

Not reportedAffiliation Zip:

KOHL’S DEPARTMENT STORES - STORE #1371 (Continued) S121781659 NORestricted Use:
* Rural County Survey ProgramSpecial Program:
03Senate:
04Assembly:

Cleanup BerkeleyDivision Branch:

Referred - Not AssignedSupervisor:

Not reportedProgram Manager:

RWQCB 2 - San Francisco BayLead Agency:

RWQCB 2 - San Francisco BayRegulatory Agencies:

NONPL:

Not reportedAcres:
* HistoricalSite Type Detailed:

HistoricalSite Type:

Not reportedSite Code:
05/03/1994Status Date:

Refer: RWQCBStatus:
28500005Facility ID:

ENVIROSTOR:
1148 ft. HIST CORTESE Site 1 of 3 in cluster O

0.217 mi. ENF
Relative:

Higher
Actual:
18 ft.
1/8-1/4 UST NAPA, CA
NNW LUST 1274 MC KINSTRY N/A
O67 ENVIROSTOR AL’S AUTO WRECKING U003114828
TC5387191.2s Page 80
ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Regional Board CaseworkerContact Type:

T0605500197Global Id:

LUST:

Not reportedSite History:

GasolinePotential Contaminants of Concern:

Under InvestigationPotential Media Affect:
0616Local Case Number:

Not reportedFile Location:

NAPA COUNTYLocal Agency:
28S0029RB Case Number:

ZZZCase Worker:
10/02/2001Status Date:

Completed - Case ClosedStatus:
-122.282998Longitude:

38.302714Latitude:

T0605500197Global Id:
http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605500197Geo Track:

LUST Cleanup SiteCase Type:

SAN FRANCISCO BAY RWQCB (REGION 2)Lead Agency:

LUST:

Not reportedSchedule Revised Date:

Not reportedSchedule Due Date:

Not reportedSchedule Document Type:

Not reportedSchedule Sub Area Name:

Not reportedSchedule Area Name:

Not reportedFuture Due Date:

Not reportedFuture Document Type:

Not reportedFuture Sub Area Name:

Not reportedFuture Area Name:

DB. SEND Q.

DIRECTLY ADJACENT AT REAR OF BUS SITE SCREENING DONE PAM REQ BASED ON FACILITY DRIVE-BY DHS DRIVE-BY BACK OF BUS NOT FENCED NAPA RIVERComments:
02/18/1988Completed Date:

Site ScreeningCompleted Document Type:

Not reportedCompleted Sub Area Name:

PROJECT WIDECompleted Area Name:

FACILITY IDENTIFIED NAPA PH BK 1966 IN BUS SINCE 1950Comments:
01/07/1988Completed Date:
* DiscoveryCompleted Document Type:

Not reportedCompleted Sub Area Name:

PROJECT WIDECompleted Area Name:

Completed Info:

Envirostor ID NumberAlias Type:
28500005Alias Name:

NONE SPECIFIEDPotential Description:

NONE SPECIFIEDConfirmed COC:

NONE SPECIFIEDPotential COC:

NONE SPECIFIEDPast Use:

NONE SPECIFIEDAPN:
-122.2836Longitude:

38.30309Latitude:

Not reportedFunding:

NONE SPECIFIEDSite Mgmt Req:

AL’S AUTO WRECKING (Continued) U003114828
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ATTACHMENT 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Other Report / DocumentAction:
03/09/1998Date:

RESPONSEAction Type:

T0605500197Global Id:

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10/09/1998Date:

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Staff LetterAction:
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T0605500197Global Id:

Staff LetterAction:
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ENFORCEMENTAction Type:

T0605500197Global Id:

Leak DiscoveryAction:
01/09/1992Date:

OtherAction Type:

T0605500197Global Id:

LUST:
7072534269Phone Number:

Not reportedEmail:

NAPACity:
1195 THIRD ST., ROOM 101Address:

NAPA COUNTYOrganization Name:

UST CASE WORKERContact Name:

Local Agency CaseworkerContact Type:

T0605500197Global Id:

Not reportedPhone Number:

Not reportedEmail:

OAKLANDCity:
1515 CLAY ST SUITE 1400Address:

SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name:

Regional Water BoardContact Name:

AL’S AUTO WRECKING (Continued) U003114828
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MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
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T0605500197Global Id:

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Letter - NoticeAction:
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Soil and Water Investigation ReportAction:
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RESPONSEAction Type:

T0605500197Global Id:

AL’S AUTO WRECKING (Continued) U003114828
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EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Soil and Water Investigation ReportAction:
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RESPONSEAction Type:

T0605500197Global Id:

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RESPONSEAction Type:

T0605500197Global Id:

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RESPONSEAction Type:

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RESPONSEAction Type:

T0605500197Global Id:

Tank Removal Report / UST Sampling ReportAction:
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RESPONSEAction Type:

T0605500197Global Id:

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Staff LetterAction:
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Staff LetterAction:
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T0605500197Global Id:

Staff LetterAction:
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ENFORCEMENTAction Type:

T0605500197Global Id:

Closure/No Further Action LetterAction:
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AL’S AUTO WRECKING (Continued) U003114828
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MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
OtherAction Type:

T0605500197Global Id:

Other WorkplanAction:
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RESPONSEAction Type:

T0605500197Global Id:

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CorrespondenceAction:
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AL’S AUTO WRECKING (Continued) U003114828
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MAP FINDINGSMap ID
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EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
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Open - Case Begin DateStatus:

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LUST:

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Staff LetterAction:
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ENFORCEMENTAction Type:

T0605500197Global Id:

Leak StoppedAction:
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OtherAction Type:

T0605500197Global Id:

Staff LetterAction:
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Napa City CouncilApril 2, 2024

Napa City Council
April 2, 2024