Agenda packet — American Canyon City Council, December 6, 2022 (part 16 of 16)

3141
Date of Count:

Number of Collisions: 2
Number of Injuries: 0
Number of Fatalities: 0
Average Daily Traffic (ADT): 5600
Start Date:

End Date:

Number of Years: 5
Intersection Type: Tee
Control Type: Stop & Yield Controls
Area: Rural
2x
5,600 x x 5
Study Intersection 0.20 c/mve
Statewide Average* 0.16 c/mve
Notes
c/mve = collisions per million vehicles entering intersection * 2016 Collision Data on California State Highways, Caltrans ADT = average daily total vehicles entering intersection

1.8%
Thursday, February 21, 2019

0.0% 0.0%
Intersection Collision Rate Worksheet
Intersection #
Fatality Rate
365
Collision Rate
4: Green Island Road & Paoli Loop Road
Collision Rate = 1,000,000
Number of Collisions x 1 Million
ADT x Days per Year x Number of Years
Injury Rate
September 30, 2020
Giovannoni Logistics Center TIS
October 1, 2015
Collision Rate =

39.5%
ns
7/22/2021

Page 2 of 2 ends

3142
B Traffic Impact Study for the Giovannoni Logistics Center July 2021
Appendix B
Traffic Count Data
3143
3144
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
0 0
0 0
0 0
0 0
0 0
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT UT
Interval
Start
S Kelly Rd S Kelly Rd SR-29 SR-29
15-min
Total

LT TH RT UT
232 2 845 0
7:15 AM 0 2 3 5 0
9 7 420 125 2 4
RT
7:00 AM 0 7 2 7 0 21 4 3

LT TH RT UT LT TH
0 7:30 AM 0 1 8 1 0 18 4 7
27 6 0 2 13 393 192 2 5 271 5 926
22 2 14 4 20 357
241 6 894 0
7:45 AM 0 7 10 6 0
6 19 399 179 1 4
262 2 807 3,462
8:15 AM 0 12 6 12 0
2 13 370 118 2 0
3,500
8:00 AM 0 7 8 3 0 17 2 1
142 1 1 247 2 835
3,290
8:30 AM 0 8 6 10 0 15 7 0
16 7 0 3 13 328 114 3 1 234 5 754
14 4 1 3 15 300
250 8 761 3,157
8:45 AM 0 7 8 18 0
8 11 349 78 5 6
1,953 36 6,496 0
Peak
Hour
All 0 17 23 19
37 111 2,916 1,026 19 22
2,996
Count Total 0 51 51 62 0 150 36 26
78 3 1 216 6 674
3,500 0
HV 0 11 16 8 0 10 7
0 88 16 24 21 59 1,569 638 6 14 991 15
- 11% 44% 8% 5% 29%
2 53 4 238 0
HV% - 65% 70% 42%
2 1 17 85 22 0
East West North South
7:00 AM 8 8 37 18 71
Total EB WB NB SB Total
7% 0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)

EB WB NB SB
5% 3% 0% 14% 5% 27%
0 0
7:30 AM 7 2 29 12 50 0 0
0 0 0 0 0 0
0 0 0
7:15 AM 5 6 30 14 55 0
0 0 0 0 0 0
8:00 AM 11 6 31 15 63
0 1 0 0 0 0
0 7:45 AM 15 3 29 15 62 0 0 1
1 0 1 0 0 0
0 0
8:30 AM 11 7 29 25 72 0 0
0 0 0 0 0 0
0 0 0
8:15 AM 12 6 36 20 74 0
0 0 0 0 0 0
0 0 0 0 0 0
0 8:45 AM 14 8 36 25 83 0 0 0
0 0 0 0 0 0
0 0 0
Peak Hour 35 19 125 59 238 0
Count Total 83 46 257 144 530 0 0 2 0 2 0
0 2 0 2 0 0 0 0
to
to
Date: 05-29-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 5.8% 0.91
TOTAL 6.8% 0.94
WB 14.8% 0.84
NB 5.5% 0.95
Peak Hour: 7:00 AM 8:00 AM
HV %: PHF
EB 59.3% 0.64
0 0
0 0
00 01
1 0
0 0
0 0
0 0
N
SR-29
S Kelly Rd
S Kelly Rd
SR-29
S Kelly Rd SR-29
TEV: 3,500
PHF: 0.94
15 991 14 1,026
1,616
6 24
16 88
128
675
0 638
1,569
59 1,119
2,287 21
19 23
17 59
90 0
3145
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Two-Hour Count Summaries - RToR
Count Total - - 17 - - 42 - - 7 - - 146 212
Peak Total - - 15 - - 14 - - 1 - - 83 113
Westbound Northbound Southbound

UT LT TH RT UT LT TH
Interval
Start
S Kelly Rd S Kelly Rd SR-29 SR-29
15-min
Total
Rolling
One Hour Eastbound
2 2 0 4 29 4 0 1 17 0 71 0

LT TH RT
7:00 AM 0 4 2 2 0 4

RT UT LT TH RT UT
0 7:30 AM 0 0 7 0 0 1 1 0
7:15 AM 0 1 3 1 0 3 3 0 0 3 20 7 0 0 13 1 55
2 1 0 0 3 20
10 2 50 0
7:45 AM 0 6 4 5 0
1 7 16 5 0 0
15 0 63 230
8:15 AM 0 3 4 5 0
0 4 20 7 0 0
238
8:00 AM 0 4 5 2 0 4 2 0
6 0 1 13 1 62
249
8:30 AM 0 3 4 4 0 2 5 0
3 3 0 1 6 23 6 0 1 17 2 74
6 2 0 0 5 28
21 3 72 271
8:45 AM 0 1 6 7 0
1 4 15 9 0 1
126 13 530 0
Peak Hour 0 11 16 8 0
3 36 171 47 1 4
292
Count Total 0 22 35 26 0 25 19 2
3 1 0 20 4 83
0 Interval
Start
S Kelly Rd S Kelly Rd SR-29 SR-29
15-min
Total
Rolling
One Hour Eastbound Westbound
10 7 2 1 17 85 22 0 2 53 4 238

RT LT TH RT
7:00 AM 0 0 0 0 0
Northbound Southbound

LT TH RT LT TH RT LT TH
0 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:15 AM 0 0 0 0 0 0
0 0 0 0 0 0
8:00 AM 0 0 0 0 0
1 0 0 0 1 2
0 7:45 AM 0 0 0 0 0 0 0 0
1 0 0 0 0 1
0 2
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 2
8:15 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 8:45 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 2 0
Peak Hour 0 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 1 1 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
2 0
Interval
Start
S Kelly Rd S Kelly Rd SR-29 SR-29
15-min
Total
Rolling
One Hour Eastbound
0 1 1 0 0 0
- 17 24 0
7:15 AM - - 0 - -
- 6 - - 0 -

TH RT LT TH RT
7:00 AM - - 1 -
33 0
7:45 AM - - 9 - - 2 -
- - 0 - - 27
29 35 0
7:30 AM - - 5 - - 1
5 - - 1 - -
1 - - 13 16 105
113
8:00 AM - - 1 - - 1 - -
- 0 - - 10 21
22 31 101
8:30 AM - - 0 - - 7
8:15 AM - - 0 - - 8 - - 1 - -
99 Interval
Start
S Kelly Rd S Kelly Rd SR-29 SR-29
15-min
Total
Rolling
One Hour Eastbound Westbound
- 2 - - 13 28
24 92
8:45 AM - - 1 - - 12 -
- - 2 - - 15

RT LT TH RT
7:00 AM 0 0 0 0 0
Northbound Southbound

LT TH RT LT TH RT LT TH
0 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:15 AM 0 0 0 0 0 0
0 0 0 0 0 0
8:00 AM 0 0 0 0 0
0 0 0 0 0 0
0 7:45 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
8:15 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 8:45 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
- - - - - - -
- -
Peak Total - - - - - -
Count Total - - - - - - - - - - -
3146
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
0 0
0 0
0 0
0 0
0 0
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT UT
Interval
Start
S Kelly Rd S Kelly Rd SR-29 SR-29
15-min
Total

LT TH RT UT
399 1 795 0
4:15 PM 0 9 6 18 0
1 1 284 35 11 3
RT
4:00 PM 0 18 6 14 0 19 0 3

LT TH RT UT LT TH
0 4:30 PM 0 7 5 16 0 23 0 1
23 0 1 0 4 262 15 5 2 437 1 783
30 1 0 0 1 242
474 2 836 0
4:45 PM 0 11 1 9 0
0 4 276 25 1 2
444 0 766 3,162
5:15 PM 0 3 8 5 0
2 2 262 12 2 2
3,191
5:00 PM 0 9 1 8 0 22 0 0
14 2 1 463 2 777
3,171
5:30 PM 0 6 2 6 0 33 1 0
21 0 0 1 2 262 15 3 1 471 0 792
16 0 1 0 6 220
504 0 828 3,163
5:45 PM 0 3 0 3 0
1 1 243 20 7 4
3,651 6 6,301 0
Peak
Hour
All 0 45 18 57
5 21 2,051 150 31 17
3,110
Count Total 0 66 29 79 0 187 2 6
14 0 2 459 0 724
3,191 0
HV 0 2 2 7 0 9 1
0 95 1 5 1 10 1,064 89 19 8 1,773 6
- 9% 100% 0% 0% 40%
2 57 1 130 0
HV% - 4% 11% 12%
0 0 4 38 6 1
East West North South
4:00 PM 3 2 18 15 38
Total EB WB NB SB Total
4% 0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)

EB WB NB SB
4% 7% 5% 25% 3% 17%
0 0
4:30 PM 2 2 10 16 30 0 0
0 1 0 1 0 0
0 0 0
4:15 PM 3 3 15 12 33 0
0 0 0 0 0 0
5:00 PM 2 3 4 13 22
0 0 0 0 0 0
0 4:45 PM 3 3 5 18 29 0 0 0
0 0 0 0 0 0
0 0
5:30 PM 0 2 9 2 13 0 0
0 0 1 1 0 0
0 0 0
5:15 PM 1 0 7 20 28 0
0 0 0 0 0 0
1 3 0 0 0 0
0 5:45 PM 0 1 6 8 15 0 0 2
0 0 0 0 0 0
0 0 0
Peak Hour 11 10 48 61 130 0
Count Total 14 16 74 104 208 0 0 3 2 5 0
0 1 0 1 0 0 0 0
to
to
Date: 05-29-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 3.4% 0.94
TOTAL 4.1% 0.95
WB 9.9% 0.81
NB 4.1% 0.91
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 9.2% 0.79
0 0
0 0
00 01
0 0
0 0
0 0
0 0
N
SR-29
S Kelly Rd
S Kelly Rd
SR-29
S Kelly Rd SR-29
TEV: 3,191
PHF: 0.95
6 1,773
8 1,806
1,133
19 5
1 95
101
115
0 89
1,064
10 1,926
1,164
1 57
18 45
120
17 0
3147
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Two-Hour Count Summaries - RToR
Two-Hour Count Summaries - Initial Queue
Count Total - - 4 - - 44 - - 0 - - 26 74
Peak Total - - 4 - - 33 - - 0 - - 16 53
Westbound Northbound Southbound

UT LT TH RT UT LT TH
Interval
Start
S Kelly Rd S Kelly Rd SR-29 SR-29
15-min
Total
Rolling
One Hour Eastbound
0 0 0 0 16 2 0 0 14 1 38 0

LT TH RT
4:00 PM 0 1 1 1 0 2

RT UT LT TH RT UT
0 4:30 PM 0 0 1 1 0 2 0 0
4:15 PM 0 1 0 2 0 3 0 0 0 2 11 2 1 0 11 0 33
2 1 0 0 0 5
15 0 30 0
4:45 PM 0 0 0 3 0
0 2 6 2 0 1
12 0 22 114
5:15 PM 0 0 0 1 0
0 1 2 1 0 1
130
5:00 PM 0 2 0 0 0 3 0 0
0 0 1 17 0 29
109
5:30 PM 0 0 0 0 0 2 0 0
0 0 0 0 0 5 2 0 0 20 0 28
1 0 0 0 3 3
2 0 13 92
5:45 PM 0 0 0 0 0
0 0 8 1 0 0
99 1 208 0
Peak Hour 0 2 2 7 0
0 8 56 10 1 3
78 Count Total 0 4 2 8 0 15 1 0
0 0 0 8 0 15
0 Interval
Start
S Kelly Rd S Kelly Rd SR-29 SR-29
15-min
Total
Rolling
One Hour Eastbound Westbound
9 1 0 0 4 38 6 1 2 57 1 130

RT LT TH RT
4:00 PM 0 0 0 0 0
Northbound Southbound

LT TH RT LT TH RT LT TH
1 0
4:30 PM 0 0 0 0 0 0 0
0 1 0 0 0 0
0 0 0
4:15 PM 0 0 0 0 0 0
0 0 0 0 0 0
5:00 PM 0 0 0 0 0
0 0 0 0 0 1
0 4:45 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
1 1
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
0 0 1
5:15 PM 0 0 0 0 0 0
0 0 0 0 0 0
2 0 0 1 3 4
1 5:45 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
1 5 0
Peak Hour 0 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 1 2 0 1
Westbound Northbound Southbound

LT TH RT LT TH RT LT
1 0
Interval
Start
S Kelly Rd S Kelly Rd SR-29 SR-29
15-min
Total
Rolling
One Hour Eastbound
0 1 0 0 0 0
- 9 23 0
4:15 PM - - 1 - -
- 11 - - 0 -

TH RT LT TH RT
4:00 PM - - 3 -
8 0
4:45 PM - - 0 - - 4 -
- - 0 - - 1
3 15 0
4:30 PM - - 0 - - 7
11 - - 0 - -
0 - - 0 2 32
53 5:00 PM - - 0 - - 2 - -
- 0 - - 3 7
5 9 26
5:30 PM - - 0 - - 4
5:15 PM - - 0 - - 4 - - 0 - -
21 Interval
Start
S Kelly Rd S Kelly Rd SR-29 SR-29
15-min
Total
Rolling
One Hour Eastbound Westbound
- 0 - - 3 4
6 24
5:45 PM - - 0 - - 1 -
- - 0 - - 2

RT LT TH RT
4:00 PM 0 0 0 0 0
Northbound Southbound

LT TH RT LT TH RT LT TH
0 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
4:15 PM 0 0 0 0 0 0
0 0 0 0 0 0
5:00 PM 0 3 0 0 0
0 0 0 0 0 0
0 4:45 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:15 PM 0 7 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 5:45 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
- - - - - - 0
- 10
Peak Total - 0 - - - -
Count Total - 10 - - - - - - - - -
3148
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Devlin Rd -- S Kelly Rd QC JOB #: 15107125
CITY/STATE: Napa, CA DATE: Tue, Nov 5 2019
73 102
0 2 71
0 0 100 126
44 0.92 0
45 1 26 139
2 1 25
31 28
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:45 AM -- 9:00 AM

78.1 67.6
0 50 78.9
0 0 69 59.5

84.1 0

82.2 0 23.1 72.7
0 0 32

22.6 28.6
0 0 0
0 0 0 0
0 0
0 0
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
15-Min Count
Period
Beginning At
Devlin Rd
(Northbound)
Devlin Rd
(Southbound)
S Kelly Rd
(Eastbound)
S Kelly Rd
(Westbound) Total Hourly
Totals
Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 6:00 AM 0 0 0 0 0 15 0 0 1 0 0 1 0 0 0 11 0 18 0 0 46
6:15 AM 0 0 0 0 0 13 0 0 0 0 1 10 0 0 0 15 0 8 0 0 47
6:30 AM 0 0 2 0 0 7 0 0 0 0 1 3 1 0 0 15 0 19 0 0 48
6:45 AM 0 1 1 0 0 3 1 0 1 0 0 6 0 0 0 8 0 18 0 0 39 180 7:00 AM 0 0 2 0 0 8 0 0 0 0 0 4 0 0 0 5 0 10 0 0 29 163 7:15 AM 0 0 0 0 0 15 0 0 0 0 1 7 0 0 0 6 0 20 0 0 49 165 7:30 AM 0 0 3 0 0 20 0 0 0 0 0 6 0 0 0 8 0 22 0 0 59 176 7:45 AM 0 0 1 0 0 7 0 0 0 0 1 7 0 0 0 12 0 17 0 0 45 182 8:00 AM 0 0 1 1 0 15 0 0 0 0 0 6 0 0 0 9 0 34 0 0 66 219 8:15 AM 0 0 5 0 0 16 0 0 0 0 0 11 0 0 0 8 0 19 0 0 59 229 8:30 AM 0 0 10 0 0 17 2 0 1 0 0 14 1 0 0 4 0 24 0 0 73 243 8:45 AM 0 1 9 1 0 22 0 0 0 0 0 13 0 0 0 5 0 23 0 0 74 272 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound
Total
Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 0 4 36 4 0 88 0 0 0 0 0 52 0 0 0 20 0 92 0 0 296 Heavy Trucks 0 0 12 72 0 0 0 44 0 0 0 48 176
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 1/19/2021 7:43 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

3149
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Devlin Rd -- S Kelly Rd QC JOB #: 15107126
CITY/STATE: Napa, CA DATE: Tue, Nov 5 2019
68 11
0 0 68
1 1 10 15
13 0.74 1
14 0 4 90
0 0 9
4 9
Peak-Hour: 4:00 PM -- 5:00 PM
Peak 15-Min: 4:00 PM -- 4:15 PM

14.7 45.5
0 0 14.7
100 100 40 40

7.7 100

14.3 0 25 13.3
0 0 11.1
25 11.1
0 0 0
0 0 0 0
0 0
0 0
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
15-Min Count
Period
Beginning At
Devlin Rd
(Northbound)
Devlin Rd
(Southbound)
S Kelly Rd
(Eastbound)
S Kelly Rd
(Westbound) Total Hourly
Totals
Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 0 0 2 0 0 21 0 0 0 0 1 5 0 0 0 0 1 6 0 0 36
4:15 PM 0 0 2 0 0 18 0 0 0 0 0 2 0 0 0 1 0 3 0 0 26
4:30 PM 0 0 4 0 0 17 0 0 0 0 0 3 0 0 0 2 0 0 0 0 26
4:45 PM 0 0 1 0 0 12 0 0 0 0 0 3 0 0 0 1 0 1 0 0 18 106 5:00 PM 0 1 10 0 0 10 1 0 1 0 0 3 0 0 0 1 0 2 1 0 30 100 5:15 PM 0 0 3 0 0 15 0 0 0 0 0 1 0 0 0 5 0 2 0 0 26 100 5:30 PM 0 0 2 0 0 9 0 0 0 0 0 0 0 0 0 7 0 1 0 0 19 93
5:45 PM 0 0 2 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 0 0 5 80
6:00 PM 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 0 4 54
6:15 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 3 31
6:30 PM 0 0 2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 18
6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 16
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound
Total
Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 0 0 8 0 0 84 0 0 0 0 4 20 0 0 0 0 4 24 0 0 144 Heavy Trucks 0 0 0 12 0 0 4 4 0 0 4 8 32
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 1/19/2021 7:43 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

3150
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
0 0
0 0
0 0
1 0
1 1
WB 21.7% 0.88
NB 9.6% 0.75
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 49.1% 0.79
Date: 02-21-2019
Peak Hour Count Period: 7:00 AM 9:00 AM

UT LT TH RT
Interval
Start
Green Island Rd Green Island Rd Paoli Loop Rd 0
15-min
Total

UT LT TH RT
SB - -
TOTAL 23.9% 0.90
TH RT
7:00 AM 0 0 24 17 0 9 38

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound
0 6 38 0 0 25
0 0 0 121 0
7:15 AM 0 0 13 18
0 0 31 0 2 0
0 0 0 112 0
7:45 AM 0 0 11 10
0 0 45 0 0 0
102 0
7:30 AM 0 0 10 13 0 9 35
0 2 0 0 0 0
140 475
8:00 AM 0 0 13 12 0 8 49
0 12 52 0 0 53 0 2 0 0 0 0
0 9 49 0 0 29
0 0 0 117 471
8:15 AM 0 0 15 21
0 0 35 0 0 0
0 0 0 123 506
8:45 AM 0 0 9 12
0 0 40 0 4 0
126 495
8:30 AM 0 0 16 16 0 4 43
0 3 0 0 0 0
0 10 33 0 0 26 0 4 0 0 0 0 94 460
Count Total 0 0 111 119 0 67 337 0 0 0 935 0
Peak
Hour
All 0 0 55
0 0 284 0 17 0
42 0 0 16 0 0 0 0 0 0 121 0
0 506 0
HV 0 0 18 38 0 7
59 0 33 193 0 0 157 0 9 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - - 33% 64% - 21% 22% - - 10% - 0% - - - - 24%
0 0
7:15 AM 13 10 3 0 26 0 0
0 0 0 0 0 0
West North South
7:00 AM 10 5 1 0 16 0
EB WB NB SB Total East
7:45 AM 8 9 0 0 17
0 0 0 0 0 0
0 7:30 AM 13 11 4 0 28 0 0 0
0 0 0 0 0 0
0 0
8:15 AM 17 12 7 0 36 0 0
0 0 0 0 0 0
0 0 0
8:00 AM 13 17 6 0 36 0
0 0 0 0 0 0
8:45 AM 12 10 3 0 25
0 0 1 0 0 0
0 8:30 AM 18 11 3 0 32 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0
Peak Hr 56 49 16 0 121 0 0
Count Total 104 85 27 0 216 0 0 0 0 0 1 0
0 0 0 1 0 0 0
0 0
0 0
0 0
0 0
0 1
N
Paoli Loop Rd
Green Island Rd
Green Island Rd
Paoli Loop Rd
Green Island Rd
TEV: 506
PHF: 0.9
193
33 226
64 0
9 157
92 166
0 59
55 114
350
0 Project Manager: (415) 310-6469 [email protected] 3151 www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Green Island Rd Green Island Rd Paoli Loop Rd 0
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 16 0
7:15 AM 0 0 2 11
0 0 0 0 1 0
TH RT
7:00 AM 0 0 2 8 0 0 5

UT LT TH RT UT LT
26 0
7:30 AM 0 0 5 8 0 1 10
0 1 9 0 0 1 0 2 0 0 0 0
0 2 7 0 0 0
0 0 0 28 0
7:45 AM 0 0 0 8
0 0 4 0 0 0
0 0 0 36 107
8:15 AM 0 0 5 12
0 0 6 0 0 0
17 87
8:00 AM 0 0 5 8 0 1 16
0 0 0 0 0 0
36 117
8:30 AM 0 0 8 10 0 1 10
0 3 9 0 0 7 0 0 0 0 0 0
0 4 6 0 0 2
0 0 0 32 121
8:45 AM 0 0 5 7
0 0 3 0 0 0
0 1 0 0 0 0 25 129
0 0 0 216 0
Peak Hour 0 0 18 38
Count Total 0 0 32 72 0 13 72 0 0 23 0 4 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
121 0
Interval
Start
Green Island Rd Green Island Rd Paoli Loop Rd 0
15-min
Total
Rolling
One Hour Eastbound
0 7 42 0 0 16 0 0 0 0 0 0
0 0 0 0
7:15 AM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
7:00 AM 0 0 0 0
0 0
7:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
8:15 AM 0 0 0 0 0
0 0 0 0 0 0
0 8:00 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
8:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
8:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 0
Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
Project Manager: (415) 310-6469 [email protected] 3152 www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
0 0
0 0
0 0
0 0
0 0
WB 22.6% 0.81
NB 20.4% 0.76
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 4.5% 0.77
Date: 02-21-2019
Peak Hour Count Period: 4:00 PM 6:00 PM

UT LT TH RT
Interval
Start
Green Island Rd Green Island Rd Paoli Loop Rd 0
15-min
Total

UT LT TH RT
SB - -
TOTAL 10.2% 0.81
TH RT
4:00 PM 0 0 49 43 1 10 11

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound
0 7 12 0 0 11
0 0 0 140 0
4:15 PM 0 0 55 39
0 0 20 0 6 0
0 0 0 173 0
4:45 PM 0 0 35 31
0 0 16 0 18 0
131 0
4:30 PM 0 0 80 42 0 11 6
0 7 0 0 0 0
117 561
5:00 PM 0 0 46 31 0 8 6
0 13 13 0 0 17 0 8 0 0 0 0
0 4 9 0 0 6
0 0 0 111 532
5:15 PM 0 0 17 14
0 0 14 0 6 0
0 0 0 91 375
5:45 PM 0 0 32 11
0 0 10 0 6 0
56 457
5:30 PM 0 0 38 23 0 8 6
0 6 0 0 0 0
0 4 10 0 0 8 0 1 0 0 0 0 66 324
Count Total 0 0 352 234 1 65 73 0 0 0 885 0
Peak
Hour
All 0 0 219
0 0 102 0 58 0
15 0 0 20 0 1 0 0 0 0 57 0
0 561 0
HV 0 0 6 11 0 4
155 1 41 42 0 0 64 0 39 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - - 3% 7% 0% 10% 36% - - 31% - 3% - - - - 10%
0 0
4:15 PM 4 8 2 0 14 0 0
0 0 0 0 0 0
West North South
4:00 PM 5 5 8 0 18 0
EB WB NB SB Total East
4:45 PM 2 5 6 0 13
0 0 0 0 0 0
0 4:30 PM 6 1 5 0 12 0 0 0
0 0 0 0 0 0
0 0
5:15 PM 1 3 3 0 7 0 0
0 0 0 0 0 0
0 0 0
5:00 PM 5 4 2 0 11 0
0 0 0 0 0 0
5:45 PM 4 4 1 0 9
0 0 0 0 0 0
0 5:30 PM 5 4 2 0 11 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0
Peak Hr 17 19 21 0 57 0 0
Count Total 32 34 29 0 95 0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0
0 0
0 0
0 0
0 0
N
Paoli Loop Rd
Green Island Rd
Green Island Rd
Paoli Loop Rd
Green Island Rd
TEV: 561
PHF: 0.81
42 41 84
259
1 64
39 196
103
0 155
219 374
106
0 Project Manager: (415) 310-6469 [email protected] 3153 www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Green Island Rd Green Island Rd Paoli Loop Rd 0
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 18 0
4:15 PM 0 0 2 2
0 0 8 0 0 0
TH RT
4:00 PM 0 0 2 3 0 0 5

UT LT TH RT UT LT
14 0
4:30 PM 0 0 2 4 0 1 0
0 3 5 0 0 2 0 0 0 0 0 0
0 0 5 0 0 6
0 0 0 12 0
4:45 PM 0 0 0 2
0 0 4 0 1 0
0 0 0 11 50
5:15 PM 0 0 1 0
0 0 2 0 0 0
13 57
5:00 PM 0 0 3 2 0 0 4
0 0 0 0 0 0
7 43
5:30 PM 0 0 2 3 0 1 3
0 0 3 0 0 3 0 0 0 0 0 0
0 0 4 0 0 1
0 0 0 11 42
5:45 PM 0 0 1 3
0 0 2 0 0 0
0 0 0 0 0 0 9 38
0 0 0 95 0
Peak Hour 0 0 6 11
Count Total 0 0 13 19 0 5 29 0 0 28 0 1 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
57 0
Interval
Start
Green Island Rd Green Island Rd Paoli Loop Rd 0
15-min
Total
Rolling
One Hour Eastbound
0 4 15 0 0 20 0 1 0 0 0 0
0 0 0 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
4:00 PM 0 0 0 0
0 0
4:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
4:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
5:15 PM 0 0 0 0 0
0 0 0 0 0 0
0 5:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
5:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 0
Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
Project Manager: (415) 310-6469 [email protected] 3154 Day: City: American Canyon
Date: Project #: CA21_080110_001n
Time # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 # 12 # 13 Total 00:00 AM 0000000000000 0
01:00 0000000010000 102:00 0000000000000 003:00 0000000000000 004:00 0200000010000 305:00 0100010000000 206:00 0310220020000 1007:00 0131100040000 1008:00 0481700010000 2109:00 0 3 15 1 8 0 0 0 3 0 0 0 0 3010:00 0770400150000 2411:00 0870200030000 2012:00 PM 1 53 11 0 0 0 0 0 4 0 0 0 0 6913:00 0 9 14 0 2 0 0 0 0 0 0 0 0 2514:00 0 15 12 0 2 1 0 1 1 0 0 0 0 3215:00 0 15 3 0 1 0 0 0 1 0 0 0 0 2016:00 1960200020000 2017:00 0 19 9 0 1 0 0 0 0 0 0 0 0 2918:00 0 11 0 0 0 0 0 0 1 0 0 0 0 1219:00 0300000010000 420:00 0610000010000 821:00 0 34 6 0 0 0 0 0 0 0 0 0 0 4022:00 0000100000000 123:00 0100000000000 1 2 204 103 3 33 4 2 31 382
1% 53% 27% 1% 9% 1% 1% 8% 100%
0 29 41 3 24 3 0 1 20 0 0 0 0 121
8% 11% 1% 6% 1% 0% 5% 32%
11:00 09:00 07:00 09:00 06:00 10:00 10:00 09:00 8 15 1 8 2 1 5 30 2 175 62 0 9 1 0 1 11 0 0 0 0 261
1% 46% 16% 2% 0% 0% 3% 68%
12:00 12:00 13:00 13:00 14:00 14:00 12:00 12:00
1 53 14 2 1 1 4 69
Directional Factor % #REF! 69 Directional Peak Hr for Day 12:00 Peak Hr % 18 06 AM 7‐9 NOON 12‐2 PM 4‐6 Off Peak Volumes Volume % Volume % Volume % Volume %
31 8% 94 25% 49 13% 208 54%
1 Motorcycles 4 Buses 7 > =4‐Axle Single Units 10 >=6‐Axle Single Trailers 13 >=7‐Axle Multi‐Trailers 2 Passenger Cars 5 2‐Axle, 6‐Tire Single Units 8 <=4‐Axle Single Trailers 11 <=5‐Axle Multi‐Trailers 3 2‐Axle, 4‐Tire Single Units 6 3‐Axle Single Units 9 5‐Axle Single Trailers 12 6‐Axle Multi‐Trailers % PM
% AM
% of Totals
AM Peak Hour
AM Volumes
Prepared by National Data & Surveying Services
Tuesday
Delvin Rd Bet. Kelly Rd & Middleton Wy
PM Volumes
Totals
PM Peak Hour

CLASSIFICATION
Directional Peak Periods
All Classes
Classification Definitions
North Bound
6/22/2021
VolumeVolume
3155
Day: City: American Canyon
Date: Project #: CA21_080110_001s
Time # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 # 12 # 13 Total 00:00 AM 0000000000000 0
01:00 0000000010000 102:00 0000000010000 103:00 1 37 2 0 0 0 0 0 1 0 0 0 0 4104:00 0800000000000 805:00 0 17 12 0 4 1 0 0 1 0 0 0 0 3506:00 0 15 11 0 3 2 0 0 3 0 0 0 0 3407:00 0 12 10 0 11 0 0 0 2 0 0 0 0 3508:00 0881600010000 2409:00 0 13 5 0 4 0 0 1 4 0 0 0 0 2710:00 0850100040000 1811:00 0 9 10 0 3 0 0 0 3 0 0 0 0 2512:00 PM 0 42 15 0 1 0 0 0 2 0 0 0 0 6013:00 0340510010000 1414:00 0121200000000 615:00 0750200020000 1616:00 1440300010000 1317:00 0631100010000 1218:00 0200100010000 419:00 0320000000000 520:00 0400000010000 521:00 0100100000000 222:00 0000000000000 023:00 0100000000000 1 2 201 98 3 48 4 1 30 387
1% 52% 25% 1% 12% 1% 0% 8% 100%
1 127 63 1 32 3 0 1 21 0 0 0 0 249
0% 33% 16% 0% 8% 1% 0% 5% 64%
03:00 05:00 08:00 07:00 06:00 09:00 09:00 03:00 37 12 1 11 2 1 4 41 1 74 35 2 16 1 0 0 9 0 0 0 0 138
0% 19% 9% 1% 4% 0% 2% 36%
16:00 12:00 12:00 14:00 13:00 13:00 12:00 12:00
1 42 15 1 5 1 2 60
Directional Factor % #REF! 60 Directional Peak Hr for Day 12:00 Peak Hr % 15 50 AM 7‐9 NOON 12‐2 PM 4‐6 Off Peak Volumes Volume % Volume % Volume % Volume %
59 15% 74 19% 25 6% 229 59%
1 Motorcycles 4 Buses 7 > =4‐Axle Single Units 10 >=6‐Axle Single Trailers 13 >=7‐Axle Multi‐Trailers 2 Passenger Cars 5 2‐Axle, 6‐Tire Single Units 8 <=4‐Axle Single Trailers 11 <=5‐Axle Multi‐Trailers 3 2‐Axle, 4‐Tire Single Units 6 3‐Axle Single Units 9 5‐Axle Single Trailers 12 6‐Axle Multi‐Trailers All Classes
Classification Definitions
Tuesday
Volume
PM Volumes
% PM
PM Peak Hour
Volume
Directional Peak Periods
Totals
% of Totals
AM Volumes
% AM
AM Peak Hour
Prepared by National Data & Surveying Services

CLASSIFICATION
Delvin Rd Bet. Kelly Rd & Middleton Wy
6/22/2021
South Bound
3156
Day: City: American Canyon
Date: Project #: CA21_080110_001n
Time # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 # 12 # 13 Total 00:00 AM 0010000000000 1
01:00 0000000000000 002:00 0000000000000 003:00 0100000000000 104:00 0000000000000 005:00 0101000010000 306:00 0100100000000 207:00 0110100030000 608:00 0871640020000 2809:00 0 1 13 3 13 0 0 0 5 0 1 0 0 3610:00 0290100000000 1211:00 0 11 8 0 1 3 0 0 3 0 0 0 0 2612:00 PM 1 60 10 1 1 1 1 0 2 0 0 0 0 7713:00 0 13 11 0 1 2 0 0 3 0 0 0 0 3014:00 0 17 15 0 3 2 0 0 3 0 0 0 0 4015:00 0 16 3 0 0 2 0 0 3 0 0 0 0 2416:00 1 10 6 1 3 0 0 0 0 0 0 0 0 2117:00 0 13 5 1 0 0 0 0 0 0 0 0 0 1918:00 0310000000000 419:00 0200000000000 220:00 0600000010000 721:00 0 48 9 0 0 0 0 0 0 0 0 0 0 5722:00 0100000010000 223:00 0110000010000 3 2 216 100 8 31 14 1 28 1 401
0% 54% 25% 2% 8% 3% 0% 7% 0% 100%
0 26 39 5 23 7 0 0 14 0 1 0 0 115
6% 10% 1% 6% 2% 3% 0% 29%
11:00 09:00 09:00 09:00 08:00 09:00 09:00 09:00 11 13 3 13 4 5 1 36 2 190 61 3 8 7 1 0 14 0 0 0 0 286
0% 47% 15% 1% 2% 2% 0% 3% 71%
12:00 12:00 14:00 12:00 14:00 13:00 12:00 13:00 12:00
1 60 15 1 3 2 1 3 77
Directional Factor % #REF! 77 Directional Peak Hr for Day 12:00 Peak Hr % 19 20 AM 7‐9 NOON 12‐2 PM 4‐6 Off Peak Volumes Volume % Volume % Volume % Volume %
34 8% 107 27% 40 10% 220 55%
1 Motorcycles 4 Buses 7 > =4‐Axle Single Units 10 >=6‐Axle Single Trailers 13 >=7‐Axle Multi‐Trailers 2 Passenger Cars 5 2‐Axle, 6‐Tire Single Units 8 <=4‐Axle Single Trailers 11 <=5‐Axle Multi‐Trailers 3 2‐Axle, 4‐Tire Single Units 6 3‐Axle Single Units 9 5‐Axle Single Trailers 12 6‐Axle Multi‐Trailers Directional Peak Periods
All Classes
Classification Definitions
AM Peak Hour
Volume
PM Volumes
% PM
PM Peak Hour
Volume
Totals
% of Totals
AM Volumes
% AM
Prepared by National Data & Surveying Services

CLASSIFICATION
Delvin Rd Bet. Kelly Rd & Middleton Wy
Wednesday6/23/2021
North Bound
3157
Day: City: American Canyon
Date: Project #: CA21_080110_001s
Time # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 # 12 # 13 Total 00:00 AM 0010000000000 1
01:00 0000000000000 002:00 0000000000000 003:00 1 43 2 0 0 0 0 0 0 0 0 0 0 4604:00 0410000000000 505:00 0 17 10 0 3 0 0 0 1 0 0 0 0 3106:00 0 14 7 1 4 0 0 0 1 0 0 0 0 2707:00 1 12 18 0 8 2 2 0 4 0 0 0 0 4708:00 0 10 2 3 12 2 2 0 4 0 0 0 0 3509:00 0830522030000 2310:00 0870522020000 2611:00 0 12 8 0 1 3 2 0 2 0 0 0 0 2812:00 PM 0 48 10 1 2 3 2 0 3 0 0 0 0 6913:00 0480141030000 2114:00 0510121030000 1315:00 1532222000000 1716:00 0611100100000 1017:00 0541000000000 1018:00 0110000000000 219:00 0000000020000 220:00 0320000000000 521:00 0600100110000 922:00 0100000000000 123:00 0110000020000 4 3 213 90 9 46 22 16 2 31 432
1% 49% 21% 2% 11% 5% 4% 0% 7% 100%
2 128 59 4 38 11 10 0 17 0 0 0 0 269
0% 30% 14% 1% 9% 3% 2% 4% 62%
07:00 03:00 07:00 08:00 08:00 11:00 07:00 07:00 07:00 1 43 18 3 12 3 2 4 47
1 85 31 5 8 11 6 2 14 0 0 0 0 163
0% 20% 7% 1% 2% 3% 1% 0% 3% 38%
15:00 12:00 12:00 15:00 12:00 13:00 12:00 16:00 12:00 12:00 1 48 10 2 2 4 2 1 3 69
Directional Factor % #REF! 69 Directional Peak Hr for Day 12:00 Peak Hr % 15 97 AM 7‐9 NOON 12‐2 PM 4‐6 Off Peak Volumes Volume % Volume % Volume % Volume %
82 19% 90 21% 20 5% 240 56%
1 Motorcycles 4 Buses 7 > =4‐Axle Single Units 10 >=6‐Axle Single Trailers 13 >=7‐Axle Multi‐Trailers 2 Passenger Cars 5 2‐Axle, 6‐Tire Single Units 8 <=4‐Axle Single Trailers 11 <=5‐Axle Multi‐Trailers 3 2‐Axle, 4‐Tire Single Units 6 3‐Axle Single Units 9 5‐Axle Single Trailers 12 6‐Axle Multi‐Trailers Directional Peak Periods
All Classes
Classification Definitions
AM Peak Hour
Volume
PM Volumes
% PM
PM Peak Hour
Volume
Totals
% of Totals
AM Volumes
% AM
Prepared by National Data & Surveying Services

CLASSIFICATION
Delvin Rd Bet. Kelly Rd & Middleton Wy
Wednesday6/23/2021
South Bound
3158
Day: City: American Canyon
Date: Project #: CA21_080110_001n
Time # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 # 12 # 13 Total 00:00 AM 0000000000000 0
01:00 0000000000000 002:00 0000000000000 003:00 0000000000000 004:00 0000000000000 005:00 0200000020000 406:00 0321100000000 707:00 0120000000200 508:00 0 14 9 0 5 0 0 0 1 0 0 0 0 2909:00 0 5 14 1 8 0 0 0 0 0 0 0 0 2810:00 0281300020200 1811:00 0 14 7 0 1 0 0 0 4 0 0 0 0 2612:00 PM 0 67 6 0 2 0 0 0 2 0 1 0 0 7813:00 0 5 12 1 2 0 0 0 3 0 2 0 0 2514:00 0 23 15 0 4 0 0 0 1 0 0 0 0 4315:00 0 10 6 1 0 2 0 0 0 0 0 0 0 1916:00 1960200010000 1917:00 0930000030000 1518:00 0950000010000 1519:00 0320000010000 620:00 0610000010000 821:00 0 47 9 0 0 0 0 0 0 0 0 0 0 5622:00 0010000000000 123:00 0000000000000 0 1 229 108 5 28 2 22 7 402
0% 57% 27% 1% 7% 0% 5% 2% 100%
0 41 42 3 18 0 0 0 9 0 4 0 0 117
10% 10% 1% 4% 2% 1% 29%
08:00 09:00 06:00 09:00 11:00 07:00 08:00 14 14 1 8 4 2 29 1 188 66 2 10 2 0 0 13 0 3 0 0 285
0% 47% 16% 0% 2% 0% 3% 1% 71%
16:00 12:00 14:00 13:00 14:00 15:00 13:00 13:00 12:00
1 67 15 1 4 2 3 2 78
Directional Factor % #REF! 78 Directional Peak Hr for Day 12:00 Peak Hr % 19 40 AM 7‐9 NOON 12‐2 PM 4‐6 Off Peak Volumes Volume % Volume % Volume % Volume %
34 8% 103 26% 34 8% 231 57%
1 Motorcycles 4 Buses 7 > =4‐Axle Single Units 10 >=6‐Axle Single Trailers 13 >=7‐Axle Multi‐Trailers 2 Passenger Cars 5 2‐Axle, 6‐Tire Single Units 8 <=4‐Axle Single Trailers 11 <=5‐Axle Multi‐Trailers 3 2‐Axle, 4‐Tire Single Units 6 3‐Axle Single Units 9 5‐Axle Single Trailers 12 6‐Axle Multi‐Trailers Directional Peak Periods
All Classes
Classification Definitions
AM Peak Hour
Volume
PM Volumes
% PM
PM Peak Hour
Volume
Totals
% of Totals
AM Volumes
% AM
Prepared by National Data & Surveying Services

CLASSIFICATION
Delvin Rd Bet. Kelly Rd & Middleton Wy
Thursday6/24/2021
North Bound
3159
Day: City: American Canyon
Date: Project #: CA21_080110_001s
Time # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 # 12 # 13 Total 00:00 AM 0000000000000 0
01:00 0000000000000 002:00 0000000000000 003:00 0 45 3 0 0 0 0 0 0 0 0 0 0 4804:00 1800000000000 905:00 0 16 10 0 3 0 0 0 0 0 0 0 0 2906:00 0 15 6 0 4 0 0 0 0 0 0 0 0 2507:00 0 13 15 1 8 0 0 0 1 0 2 0 0 4008:00 0 17 12 0 6 0 0 0 1 0 0 0 0 3609:00 1940600030000 2310:00 1640200010200 1611:00 0 11 2 0 3 0 0 0 2 0 1 0 0 1912:00 PM 0 53 7 1 3 0 0 0 3 0 0 0 0 6713:00 0 1 11 0 3 1 0 0 2 0 2 0 0 2014:00 0 7 12 0 4 0 0 0 1 0 0 0 0 2415:00 0441100010000 1116:00 0410100020000 817:00 0340100030000 1118:00 0321010000000 719:00 0421000000000 720:00 0400000000000 421:00 0310000000000 422:00 0000000010000 123:00 0000000000000 0 3 226 100 5 45 2 21 7 409
1% 55% 24% 1% 11% 0% 5% 2% 100%
3 140 56 1 32 0 0 0 8 0 5 0 0 245
1% 34% 14% 0% 8% 2% 1% 60%
04:00 03:00 07:00 07:00 07:00 09:00 07:00 03:00 1 45 15 1 8 3 2 48
0 86 44 4 13 2 0 0 13 0 2 0 0 164
21% 11% 1% 3% 0% 3% 0% 40%
12:00 14:00 12:00 14:00 13:00 12:00 13:00 12:00
53 12 1 4 1 3 2 67
Directional Factor % #REF! 67 Directional Peak Hr for Day 12:00 Peak Hr % 16 38 AM 7‐9 NOON 12‐2 PM 4‐6 Off Peak Volumes Volume % Volume % Volume % Volume %
76 19% 87 21% 19 5% 227 56%
1 Motorcycles 4 Buses 7 > =4‐Axle Single Units 10 >=6‐Axle Single Trailers 13 >=7‐Axle Multi‐Trailers 2 Passenger Cars 5 2‐Axle, 6‐Tire Single Units 8 <=4‐Axle Single Trailers 11 <=5‐Axle Multi‐Trailers 3 2‐Axle, 4‐Tire Single Units 6 3‐Axle Single Units 9 5‐Axle Single Trailers 12 6‐Axle Multi‐Trailers Directional Peak Periods
All Classes
Classification Definitions
AM Peak Hour
Volume
PM Volumes
% PM
PM Peak Hour
Volume
Totals
% of Totals
AM Volumes
% AM
Prepared by National Data & Surveying Services

CLASSIFICATION
Delvin Rd Bet. Kelly Rd & Middleton Wy
Thursday6/24/2021
South Bound
3160
Truck Proportion Comparison
Daily AM Pk Hr PM Pk Hr
Total Number of Vehicles 3,360 192 240
Number of Trucks 528 48 24
Percent Trucks 15.7% 25.0% 10.0%
Avg Number of Vehicles 804.3 372.0 432.3
Avg of Trucks 159.7 59.7 11.3
Percent Trucks 19.9% 16.0% 2.6%
Vehicle Volumes/Percentages
Project Trip Generation
June 22‐24, 2021 Comparison
Counts on Devlin Road
Description Category
3161
3162
C Traffic Impact Study for the Giovannoni Logistics Center July 2021
Appendix C
Intersection Level of Service Calculations
3163
3164
3165
3166
3167
3168
3169
3170
3171
3172
3173
3174
3175
3176
3177
3178
3179
3180
3181
3182
3183
3184
3185
3186
3187
3188
3189
3190
3191
3192
3193
3194
3195
3196
3197
3198
3199
3200
3201
3202
3203
3204
City of American Canyon—Giovannoni Logistics Center Project Draft EIR
FirstCarbon Solutions
Appendix I:

Utilities and Service Systems Supporting Information
3205

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3206
City of American Canyon—Giovannoni Logistics Center Project Draft EIR
FirstCarbon Solutions
I.1 - Water Supply Assessment
3207

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3208
DRAFT Water Supply Assessment for the
Giovannoni Logistics Center Project
September 2021
Prepared for:

Buzz Oates Construction, Inc.

Prepared by:
3209

DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT Balance Hydrologics, Inc. i
September 21, 2021
A REPORT PREPARED FOR:

Buzz Oates Construction, Inc.
555 Capitol Mall, Suite 900
Sacramento, California 95814
(916) 379-88-74
[email protected]
by
DRAFT
Denise Tu, E.I.T.

Fluvial Geomorphologist/Engineer
DRAFT
Scott Brown, P.G.

Principal Hydrologist/Geologist
© 2021 Balance Hydrologics, Inc.

Project Assignment: 220230
800 Bancroft Way, Suite 101 ~ Berkeley, California 94710-2800 ~ (510) 704-1000 ~ [email protected] 3210

DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT ii Balance Hydrologics, Inc.
< This page intentionally left blank >
3211

DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT Balance Hydrologics, Inc. iii

TABLE OF CONTENTS
EXECUTIVE SUMMARY 1
1 INTRODUCTION 2

1.1 Regulatory Background 2

1.2 Project Location 3

1.3 Existing Conditions 5

1.4 Proposed Project 5
2 WATER SUPPLY 8

2.1 State Water Project 8

2.1.1 Table A Allocation 8

2.1.2 Article 21 8

2.2 Water from the City of Vallejo 9

2.2.1 Vallejo Permit Water (Raw) 9

2.2.2 Vallejo Treated Water (Potable) 10

2.2.3 Vallejo Emergency Water (Raw) 10

2.3 Groundwater 10

2.4 Other Sources of Potable Supply 11

2.4.1 Dry-Year Water Bank 11

2.4.2 Turn-back Water Pool Program 11

2.4.3 Napa Treated Water 11

2.4.4 Dry Year Transfer Program 11

2.4.5 Yuba Accord 12

2.5 Recycled Water 12

2.5.1 American Canyon Recycled Water 12

2.5.2 Napa Sanitation District Recycled Water 13
3 WATER DEMAND 14

3.1 Project Demand 14

3.1.1 Potable Water 14

3.1.2 Recycled Water 16

3.2 Project Demand Comparison to UWMP 16

3.2.1 Potable Water 17

3.2.2 Recycled Water 18

3.3 System-wide Demand 18

3.3.1 Recent Actual System Demand 18
3212

DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT iv Balance Hydrologics, Inc.

3.3.2 Projected System Demand 20
4 SUPPLY AND DEMAND COMPARISON 22

4.1 Potable Water 22

4.1.1 Normal Year 23

4.1.2 Single Dry Year 23

4.1.3 Multiple Dry Years 24

4.2 Potable Water Deficiency Resolution 27

4.2.1 SWP Carryover Water 27

4.2.2 Advanced Table A Program 28

4.2.3 Drought-year Demand Reductions 31

4.2.4 Open Market Purchases 32

4.3 Recycled Water 32

4.4 Summary 33
5 ZERO WATER FOOTPRINT POLICY 35

5.1 Project ZWF Compliance 35

5.2 City-wide Compliance 35
6 LIMITATIONS 36
7 REFERENCES 37
3213

DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT Balance Hydrologics, Inc. v

LIST OF TABLES
Table 1 Current Sources of water supply for American Canyon 9 Table 2 Estimated water demand for the Giovannoni Logistics Center Project, American Canyon, California 16
Table 3 Estimated water demand compared to assumptions within the 2015 American Canyon UWMP 17
Table 4 Recent potable and recycled water usage for American Canyon 19 Table 5 Projected potable, recycled, and total water demand for American Canyon through 2040, as presented in the 2015 UWMP 21
Table 6 Supply reliability for various American Canyon water sources 22 Table 7 Projected water supply for American Canyon for various year types 25 Table 8 Comparison of potable and recycled water supply and demand under various year-type scenarios. 26
Table 9 Recent SWP carryover water supply for the City of American Canyon 28 Table 10 Potable water deficiency resolution for dry- and multi-dry-year scenarios. 30 Table 11 Projected drought-year demand savings 32
Table 12 Summary of potential recycled water demand, by sector 33

LIST OF FIGURES
Figure 1-1 Project Location 4
Figure 1-2 Proposed Project 6
Figure 1-3 Existing and Planned Recycled Water System for the City of American Canyon, California 7
Figure 3-1 Potable and Recycled Water Demand vs. Actual Water Use 20

APPENDICES
Appendix A Potable water demand estimates by CBG Engineers Appendix B Suisun Logistics Center Potable Water Demand Estimates by RAK Engineers 3214

DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT Balance Hydrologics, Inc. 1

EXECUTIVE SUMMARY
Giovannoni Logistics Center (“Project”) in the City of American Canyon in Napa County, California, is a proposed light industrial project. The Project is bounded by the Napa Logistics Park and Devlin Road to the north, Green Island Road and warehouses to the south, Green Island Road Business Park to the west, and Union Pacific Railroad/Napa Branch Line to the east. The Project is broken up into two construction phases. Phase 1 is the eastern portion of the project including two warehouses with roughly 1.1 million square feet of warehouse space. Phase 2 is the western portion of the project with conceptually up to 1.3 million square feet of similar uses.

This Water Supply Assessment (WSA) presents the proposed potable and recycled water use for the Project, and assesses the potential impact to citywide supply and demand projections through the year 2040 for the City of American Canyon. The Project would be served by water provided by the City of American Canyon. Phase 1 is estimated to use up to 10.8 acre-feet per year (afy) of potable water to serve the two warehouses at the site, and up to 37.1 afy of recycled water, predominantly for landscape irrigation. Phase 2 is estimated to use up to 13.1 afy of potable water for warehouses and up to 45.0 afy of recycled water for landscape irrigation.

The Project will use less potable water over the long-term than was assumed in the demand analysis in the City’s Urban Water Management Plan (UWMP) for the project site (133.3 afy less). In addition, compliance with the City’s Zero Water Footprint policy would offset the Project’s potable demand through off-site implementation of project-funded water conservation measures of up to 23.9 afy. The citywide supply/demand analysis in this WSA anticipates sufficient supply in all normal years, but shortfalls in water supply during dry-year scenarios in 2035 and 2040, consistent with the analysis in the 2015 UWMP.

State Water Project carryover water is anticipated to be available in amounts great enough to accommodate these deficiencies. In addition, the City may choose to make use of other options available, including Advanced Table A Water, drought demand restrictions, or water purchases on the open market. As such, adequate supply is projected to be available under all planning scenarios.

The City produces recycled water to meet demand and, along with recycled water supplied by the Napa Sanitation District, has sufficient long-term supply capacity to meet projected demand both at the project site and throughout the City’s service area. 3215

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1 INTRODUCTION
This report analyzes the projected water supply and demand for the Giovannoni Logistics Center (Project) in the City of American Canyon in Napa County, California.

The Water Supply Assessment (WSA) is intended to support environmental planning documentation for the Project, which includes approximately 2.4 million square feet of warehouse space.

1.1 Regulatory Background
Section 10910 of the California Water Code (as revised by Senate Bill 610, or SB610) requires: “The city or county, at the time that it determines whether an environmental impact report, a negative declaration, or a mitigated negative declaration is required for any project subject to the California Environmental Quality Act, pursuant to Section 21080.1 of the Public Resources Code, “…[to] identify a water system…that may supply water for the project,” and to prepare a WSA to address the increased water use over existing conditions. The WSA is intended to:

1. Identify the water system or systems that would (or may) supply water to the project;

2. Compare project water demands with those projections included in the mostrecently adopted Urban Water Management Plan or Plans for those service providers; and

3. Assess whether the public water system’s total projected water availability for the entire system(s) during normal, single dry, and multiple dry years over a 20-year period will meet the projected water demand associated with the proposed project, in addition to the public water system’s existing and planned future uses (including agricultural and manufacturing uses).

Within this assessment, California Water Code Section 10910(4)(d) requires a discussion of existing water supply entitlements, water rights, or water service contracts relevant to the public water system(s). Also, Section 10910 (2)(f) requires that “If a water supply for a proposed project includes groundwater, the following additional information shall be included in the water supply assessment: (1) a review of any information contained in the urban water management plan relevant to the identified water supply for the proposed project (2) a description of any groundwater basin or basins from which the proposed project will be supplied.”
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The proposed Project is a logistics warehouse complex on approximately 208 acres with

2.4 million square feet of warehouse space. Section 10912(a) of the California Water Code outlines the types of projects requiring a Water Supply Assessment, including:
 “A proposed industrial, manufacturing, or processing plant or industrial park planned to house more than 1,000 persons, occupying more than 40 acres of land, or having more than 650,000 square feet of floor area.” As such, the Project requires a WSA. See Section 3.1 for a discussion of estimated water demand for the Project.

Water supply for the proposed project would be served by the City of American Canyon (“City”). Water sources available to the City are discussed in Section 2. The City prepared a 2015 Urban Water Management (UWMP) (Kennedy Jenks, 2016) that projected water supply and demand within the service district through 2040. While the Project was not explicitly named in the 2015 UWMP, the UWMP did generally account for projected increases in demand associated with expected development in the city limits of American Canyon, including the parcel for the Project. Section 3.2 discusses the differences in potable and recycled water demand of the proposed project area compared to the assumed demand. Section 4 compares the system-wide supply and demand for the City to assess whether there is sufficient supply to support existing water uses, the Project, and other planned future uses through 2040.

1.2 Project Location
The Project is located in the northern portion of the City of American Canyon in Napa County, California. The proposed development is bounded by the Napa Logistics Park and Devlin Road to the north, Green Island Road and warehouses to the south, Green Island Road Business Park to the west, and Union Pacific Railroad/Napa Branch Line to the east. The Project is broken up into two construction phases. Phase 1 is the eastern portion of the project including two warehouses, roughly 1.1 million square feet of warehouse floor space. Phase 2 is the western portion of the project with conceptually up to 1.3 million square feet of warehouse space.
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Figure 1-1 Project Location
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1.3 Existing Conditions
The project site is currently undeveloped parcels composed generally of mix grasses and several seasonal wetlands. Most of the seasonal wetlands on the proposed project site are located on the northern edges of the parcel and will be left as a wetland/mitigation preserve outside the development footprint of the project.

1.4 Proposed Project
The proposed project entails developing 208-acres for light industrial uses constructed in two phases. Phase 1 is the 94.7-acre area east of Devlin Road extension, including two warehouses, totaling roughly 1.1 million square feet, associated impervious surfaces, stormwater facilities, and wetland preservation areas. Phase 2 is the 113.1-acre area west of Devlin Road, and would conceptually include up to 1.3 million square feet of warehouse space and associated infrastructure. In total the Project would develop 161 acres, leaving 47 acres as open space, including the northern portion of the project site adjacent to No Name Creek. Figure 1-2 shows the proposed project layout, as described in the Project’s Stormwater Control Plan (Balance, 2021)1.

Potable water supply for the Project will be served by the City of American Canyon, and landscape irrigation will be supplied by recycled water, also from the City, via water infrastructure installed within Devlin Road extension. Laterals would extend from Devlin Road water lines to project warehouses (Figure 1-3).

1 Note that only Phase I is shown in the figure. Phase II is being evaluated at a programmatic level, and thus specific site plans for this portion of the site have not yet been completed. It is expected that the site would include warehouses, similar to Phase I, with up to 1.3 million square feet of floor space.
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Figure 1-3 Existing and Planned Recycled Water System for the City of American Canyon, California. As reported in the City of American Canyon Recycled Water Master Plan, 2016.

Devlin Road Extension
Project Site
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DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT 2 WATER SUPPLY
American Canyon obtains its water supply from a variety of sources, all of which (except for recycled water) are imported from outside of the City. All of the City’s imported water comes through the North Bay Aqueduct (NBA) system. The following sections summarize the various sources of water for American Canyon (see also Table 1). These descriptions were summarized from American Canyon 2015 Urban Water Management Plan (2015 UWMP; Kennedy Jenks, 2016).

2.1 State Water Project
A significant portion of the City’s supply is obtained through various indirect contracts for water from the State Water Project (SWP). The Napa Flood Control and Water Conservation District (District) is the State Water Contractor with the California Department of Water Resources (DWR), and the City receives its water through subcontracts with the District.

2.1.1 TABLE A ALLOCATION
In January 1967, the American Canyon County Water Agency 2 entered into an agreement with the District for water supply from the North Bay Aqueduct. In 2010, the agreement allowed for the delivery of up to 5,200 acre-feet of water per year

3. This
contract runs through 2035 with provisions for extension. The actual amount of SWP water available to the City under the “Table A” allocation process (the method used by DWR to allocate water in the SWP system) varies from year to year due to hydrologic conditions, water demands of other contractors, SWP facility capacity, and environmental/regulatory requirements. Deliveries have varied between 5% (in 2014) and 100% (last occurring in 2017) of the contracted amount.

2.1.2 ARTICLE 21
Article 21 is a long-term water supply contract with DWR. This contract varies each year depending on excess water in the Delta, excess water not allocated for other purposes 2 A predecessor agency to the City of American Canyon, which wasn’t incorporated until 1992. 3 500 AF of this water was obtained through a purchase of water, by the Napa Sanitation District, from Kern County Water Agency in 2000.
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or water deliveries, and the capacity within the City’s own system to store the Article 21 purchased water.

Table 1 Current Sources of water supply for American Canyon

2.2 Water from the City of Vallejo
In 1996, the City entered into an agreement with the City of Vallejo to allow the purchase of additional water supply. Vallejo receives its water from a variety of sources, including SWP water and an appropriative water right. Under the Vallejo Agreement, a specific source is identified for Permit Water supply (see Section 2.2.1, below), but not for Treated or Emergency Water (Sections 2.2.2 and 2.2.3).

2.2.1 VALLEJO PERMIT WATER (RAW)
Vallejo holds an appropriative right for Sacramento Bay-Delta water from the State Water Resources Control Board that pre-dates the construction of the SWP. The City has an agreement with Vallejo for delivery of up to 500 acre-feet of water under this permit. This source of water is more reliable than the City’s Table A supply, but the Vallejo Agreement still allows for reductions. Addendum 2 to the 1996 Vallejo Agreement states that “In the event the State Water Resources Control Board, or any other agency, restricts Vallejo’s Source
Contracted
Volume/Capacity (afy)
State Water Project ('Table A' allotment)1 5,200
Vallejo Permit (Raw) Water2 500
Vallejo Treated Water
(2011-2015) 2,074
(2016-2021) 2,640
(2021-onward) 3,206
Vallejo Emergency (Raw) Water 3 500
Groundwater 4 0
American Canyon Recycled Water 5 1,271
Napa Sanitation District Recycled Water 591
Notes:
1 Includes allottment for American Canyon and additional supply from Kern County Water Agency. 2 Non-Table A water.
3 Available only in dry years.
5 As reported in 2015 UWMP . Maximum capacity of City's recycled water treatment system by 2035 4 No groundwater is used for City-wide supply
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diversion of water [under the appropriative pre-SWP contract] for any reason whatsoever, American Canyon’s diversions will be reduced in the same proportion”. As such, the City may not receive its full allotment during dry years4.

2.2.2 VALLEJO TREATED WATER (POTABLE)
In 1996, the City entered into an agreement with Vallejo to purchase up to 629 acre-feet of potable treated water supply. This agreement included the option for additional (cumulative) purchases in 5-year increments through 2021. Ultimately, this results in a total of 3,206 acre-feet of treated water available for purchase each year by the City from Vallejo for 2021-2040.

A specific source for Treated Water is not identified in the Vallejo Agreement; thus, the ultimate source of this water is a blend of all of Vallejo’s water sources. Under certain conditions, the maximum delivery of this supply may be “reduced in the same proportions as any reduction to Vallejo customers inside the Vallejo City limits”5.

2.2.3 VALLEJO EMERGENCY WATER (RAW)
When the City’s Table A water allotment is curtailed, the City has the option to purchase up to 500 acre-feet of emergency raw water supply from Vallejo, under an agreement amended in 1996. The 2015 UWMP assumes that this water would be available under a dry-year and multiple-dry-year scenarios, but not during a normal year.

2.3 Groundwater
The City of American Canyon does not currently rely on groundwater as a source of water, though the 2015 UWMP states that the City remains open to the possibility and will consider potential supply opportunities as they present themselves. The Project will not be using groundwater sources and therefore detailed information on groundwater outlined in Section 10910(f) of the California Water Code is not required for this Water Supply Assessment.

4 Vallejo Permit Water delivery was curtailed in both 2014 and 2015, for example. However, the City received its full allotment before the curtailment took effect. 5 Vallejo Water Service Agreement, May 1, 1996 (Appendix E.4 in the 2005 American Canyon UWMP).
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2.4 Other Sources of Potable Supply

2.4.1 DRY-YEAR WATER BANK
In 2009, the City (along with other SWP contractors) entered into an agreement with DWR to obtain emergency supplies if rice farmers in the Sacramento Valley are willing to make their supplies available. The year-to-year availability of this supply is not known, and thus supplies are not factored into long-term planning in the 2015 UWMP.

2.4.2 TURN-BACK WATER POOL PROGRAM
DWR has a program for interested SWP contractors called the Turn-back Water Pool Program. SWP contractors may choose to sell Table A water or purchase turn-back pool water that is available through the program. Water from this pool program was not included in the reliability assessment in the 2015 UWMP because the program operates on an as-available basis and long-term availability is not reliable. The amount of pool water available to the City is not a significant amount. For example, during 2010 the City purchased 17 acre-feet, and in 2012 it purchased 64 acre-feet. However, between 2015- 2020 the City did not purchase any water from the Turn-back Pool Program.

2.4.3 NAPA TREATED WATER
The City has an agreement with the City of Napa for the purchase of treated (potable) water under emergency conditions, or when the NBA system is offline for maintenance or other reasons. This water source is not a water supply and is not included in the reliability assessment in the 2015 UWMP since it is only available during emergencies.

Napa treated water, however, does provide operational flexibility (such as providing water to customers even when the City’s water treatment plant is off-line for an extended period of time). During 2010, the City purchased 306 acre-feet of treated water when the plant was off-line for maintenance-related issues. Under this informal arrangement, the Napa treated water purchase counts against the City’s SWP Table A allotment and is not an additional supply (and is not included in Table 1).

2.4.4 DRY YEAR TRANSFER PROGRAM
During dry years, varying amounts of additional water may be made available to SWP contractors through DWR’s Dry Year Transfer Program, which allows for transfers through a combination of crop idling, groundwater substitution and changes in reservoir operation. For example, in 2015 the City of American Canyon purchased 92 af of additional supply (for that year) through this program. While this option is available to the 3225

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City on a per-year authorization, the long-term reliability of this supply is not known and included only as potential supplementary supply for the analysis in this WSA.

2.4.5 YUBA ACCORD
In 2008, DWR adapted the Lower Yuba River Accord, an agreement to settle issues related to in-stream flows in the Yuba River and fisheries habitat. As part of that agreement, DWR is able to purchase water from the Yuba River Water Agency to, in part, offer to participating SWP contractors as a transfer during dry years. The Napa County FCWCD has authorized the execution of Yuba Accord Dry-year Water Purchase Agreement, and the City has the option to purchase water through this agreement in dry years, though at a cost that is considerably higher than under normal conditions. In 2015, the City authorized the purchase of 124 af through this program in response to cover projected water supply shortfalls during the drought. While this option is available to the City in drought conditions, the availability and reliability of such water past 2020 is unknown6, and therefore has not been included as long-term reliable supply for the analysis in this WSA.

2.5 Recycled Water

2.5.1 AMERICAN CANYON RECYCLED WATER
In 2010, the City completed the first phase of its Recycled Water Distribution System Project, which included a one-million-gallon reservoir, distribution piping, and associated improvements at the City’s water treatment plant. Initially, 13 users were connected to the system and 73 acre-feet of water was delivered in 2010. Ultimately, the Recycled Water Master Plan in 2016 projected over 1,200 acre-feet of water demand at build-out in 2035 for landscaping and agricultural irrigation. However, utilization of this supply is dependent on connection of additional users and completion of additional distribution pipe segments. Currently, the City produces recycled water to meet demand on an asneeded basis.

The City is currently taking steps to increase capacity of their system to meet this demand in the future. The analysis in this WSA uses 1,271afy as the full system capacity by 2035, as reported in the 2015 UWMP.

6 The original term of the NCFCWCD agreement was through the end of 2015, but an amendment in 2014 authorized an extension until the end of 2020.
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2.5.2 NAPA SANITATION DISTRICT RECYCLED WATER
In addition to the City’s recycled water supply, Napa Sanitation District (NSD) has an existing recycled water supply pipe that extends to northern portions of the Airport Industrial Area (north of Fagan Creek). In 2015, NSD provided 210 acre-feet of recycled water to the City’s users. The 2015 UWMP projected that NSD will provide up to 391 acrefeet of recycled water in 2020, up to 491 acre-feet in 2025, and 591 acre-feet in 2030 and onwards.
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3 WATER DEMAND
The following section summarizes the anticipated potable- and recycled-water demand for the proposed Project, and compares the anticipated demand of the Project to demand assumptions in the 2015 UWMP for those parcels. Section 3.3 discusses systemwide demand for the City.

3.1 Project Demand
As described in Section 1.4, the proposed Project contains two warehouse buildings for Phase I, and additional warehouse buildings as part of Phase II. In addition, the Project will include associated landscaping areas that will require seasonal irrigation. The wetland preservation area is not expected to require supplemental water after the establishment of mitigation wetlands.

3.1.1 POTABLE WATER
Potable water demand for the Project was estimated by CBG Engineers (see Appendix A) based on demand factors contained in the 2016 City of American Canyon Potable Water Master plan, and is summarized in Table 2. These estimates were calculated using an average day demand of 0.015 gpd/sf which is the average water use across all the industrial sector and believed to be an overly high estimate of water use for this project7.

Therefore, revised potable water use projections for the Project were calculated using averages from other similar commercial warehouse projects with more in-depth water demand estimates and/or metered water usage, as further discussed below.

The Napa Airport Corporate Center (NACC) is an industrial warehouse development just North of the Project in the City of American Canyon. Multiple industrial warehouse buildings are planned in this development (buildings B, D, E, G, and H). Details of the water demand estimates are reported in the NACC Water Supply Assessment report (Balance Hydrologics, 2015), with an estimated average day demand of 0.006 gpd/sf8 .

Similarly, Suisun Logistics Center is a planned industrial warehouse project in Fairfield, California also owned and operated by Buzz Oates. That project used water meter data from similar Buzz Oates developments in Fairfield to project anticipated potable water

7 Warehouse space typically uses less water than most other industrial uses that often include industrial process water in addition to the water needed to supply employees (sinks, bathrooms, etc.).
8 Building A of the NACC project is considered mix-used and was left out of the average day demand calculation for the industrial warehouse water demand estimates. 3228

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demand. Using actual water use from four industrial developments, Suisun Logistics Center average day demand is estimated at 0.01 gpd/sf (Appendix B). In order to provide a more realistic estimate of potable water demand for the Giovannoni Project, we averaged various demand rates described above (CBG, NACC, and Suisun Logistics Center), resulting in an average day demand of 0.009 gpd/sf. This revised average day demand was used to calculate a revised potable water use for the Project and is summarized in Table 2. We estimate the total potable water demand of the project at build-out to be 23.9 afy (15.9 afy less than the usage originally estimated by CBG Engineers).

For the purposes of this WSA, all indoor water demand is assumed to be from potable water. The applicant has not indicated that recycled water would be used for nonpotable indoor uses, though that would remain an option to further reduce potable water demand at the site, should the applicant choose9. Table 2 shows the estimated potable water demand for each building of the Project.

9 The applicant is required to offset potable demand through implementation of the City’s Zero Water Footprint policy (see Chapter 5). Use of recycled water for non-potable indoor uses would reduce the amount of the offset needed. However, because the applicant has not indicated this option, this WSA assumes all indoor water use will be from potable supply in order to provide a conservatively high estimate of potable water use.
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Table 2 Estimated water demand for the Giovannoni Logistics Center Project, American Canyon, California

3.1.2 RECYCLED WATER
The Project is proposing to use recycled water for all irrigation needs. Estimated recycled water use within the project is summarized in Table 2. The current project plans do not have estimates for the area of irrigated landscaping. We approximated Project irrigation water demand by applying the average ratio of 0.604 between irrigated area and building footprint from the neighboring NACC project (Balance Hydrologics, 2015), with a demand factor of 2.5 acre-feet/acre (from Table 3.13 in the 2010 UWMP). These irrigation demand estimates may be high if the Project plans to landscape with xeric or native plant species that have lower-than-typical irrigation needs.

The recycled water usage estimates in Table 2 are intended to be used for environmental planning documentation. Actual use per building may vary based on final site plans, but total use is expected to be consistent with (or less than) these assumptions. As stated above, all non-potable indoor water use is anticipated to be served by potable supply, though the option remains open to serve with recycled water, should the applicant choose.

3.2 Project Demand Comparison to UWMP
The following sections compare the current estimates of water demand for the Project to those assumed for that parcel in the 2015 UWMP.

Project feature
Building
floor area
Potable
water use1
Revised
potable water
Recycled water
use3
Total water
use
(sq. ft.) (afy) (afy) (afy) (afy)
Building A - Phase 1 601,383 10.1 6.1 20.8 30.9
Building B - Phase 1 468,521 7.9 4.7 16.2 24.1
Phase 2 1,300,000 21.8 13.1 45.0 66.9
Total 2,369,904 39.8 23.9 82.1 121.9
Notes:
2 Revised potable water use estimates based on average day demand of 0.009 gpd/sf. This is an average generated from three commerical water demand estimates.
1 cbg project estimate based on average day demand of 0.015 gpd/sf from American Canyon Potable Water Master Plan. See Appendix A for details.
3 Recycled water will be used for all landscape irrigation. Recycled water should be available to the project. Recycled demand estimated using demand factors from Table 3.13 in the 2010 UWMP. 3230

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3.2.1 POTABLE WATER
In order to project future system-wide water demand for the 2015 UWMP, the standard demand factors from the 2010 UWMP were used along with a variety of growth-rate estimates for various land-use sectors. For the commercial/industrial sector, the City analyzed the acreage of vacant land zoned for those uses, and applied a water use factor of 675 gallons/day/acre (gpd/ac) to each parcel. The project’s demand has been incorporated into long-term projections under an assumption of a build-out use of 675 gpd/ac (0.76 afy per acre).

Table 3 compares the estimated project demand with the assumptions for the parcel included in the 2015 UWMP. Due to relatively low water-use of warehouse space compared to industrial-sector averages, the incorporation of recycled water for irrigation purposes, and the designation of a portion of the site for wetland preservation that will not require supplemental water supply, the Project is expected to use 133.3 afy less water than expected under the 2015 UWMP growth scenario. Implementation of the City’s Zero Water Footprint Policy (see Chapter 5) would result in an additional 23.9-acre-foot reduction in potable water demand relative to the UWMP system-wide demand analysis.

Table 3 Estimated water demand compared to assumptions within the 2015 American Canyon UWMP
UWMP1 Project2 Difference ZWF offset3 UWMP4 Project5
(afy) (afy) (afy) (afy) (afy) (afy)
Phase 1 71.6 10.8 -60.9 -10.8 … 37.1
Phase 2 85.6 13.1 -72.5 -13.1 … 45.0
Total 157.2 23.9 -133.3 -23.9 82.1
Notes:
4 UWMP did not project irrigation demand on a parcel-by-parcel basis. Because Project irrigation will be supplied by recycled water, comparison against projections in the UWMP is not necessary.

Recycled Water
5 Irrigated landcape; from Table 2.
2 From Table 2.
3 Required project compliance with the City's Zero Water Footprint policy. The Project will offset potable water use through implentation of various items from the City's "toolbox". 1 Commerical demand factors, 2010 UWMP, Table 3.13.

Potable Water
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3.2.2 RECYCLED WATER
The American Canyon UWMP assumes irrigation use to be 2.5 acre-feet of water per acre of landscaping, but (unlike for potable demand) did not project recycled water demand associated with particular parcels anticipated for development. Because recycled water use offsets demand for potable (or raw imported) water and it is in the City’s best interest to maximize use of recycled water, the Project’s recycled water demand is assessed relative to the recycled-water demand goals outlined in the UWMP.

The 2016 Recycled Water Master Plan showed a delivery of 248 acre-feet for an existing 21 users between August 2013 and July 2014. In 2019, 282 acre-feet10 of recycled water was delivered to customers which is still below the projected 391 acre-feet of recycled water in 2020. This Project would add an estimated 82.1afy of recycled water demand (see Table 3, above).

3.3 System-wide Demand

3.3.1 RECENT ACTUAL SYSTEM DEMAND
The 2015 UWMP provides a comprehensive assessment of anticipated future water demand that included projections for both potable11 and recycled water for 2015-2040.

However, actual water usage between 2015 and 2020 differed from what was projected in the UWMP, suggesting that demand patterns for 2015-2040 may be different as well.

Table 4 shows the actual water usage within the City’s distribution area since the 2015 UWMP was completed, as well as the interpolated yearly demand based on the projections in the UWMP. Figure 3-1 highlights these recent trends. Since 2015, potable water demand has been much lower than that anticipated in the UWMP.

10 From the Napa Valley Wine Insider Digest, August 2021. Napa County recycled water was used at record levels amid the recent drought. Balance did not have access to reliable annual data since the 2015 UWMP was released.
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Table 4 Recent potable and recycled water usage for American Canyon 2015 2016 2017 2018 2019 2020
(afy) (afy) (afy) (afy) (afy) (afy)
Total potable water use1 2,968 2,572 2,558 2,667 2,418 2,665 Total projected potable water demand
(2015 UWMP)2 2,976 3,062 3,148 3,233 3,319 3,405
Total City recycled water use3 180 na na na 282 na
Total projected recycled water demand
(2015 UWMP) 385 509 634 758 883 1,007
Total water usage (actual) 3,148 2,572 2,558 2,667 2,700 2,665 Total projected water demand (2015
UWMP) 3,361 3,571 3,781 3,992 4,202 4,412
Notes:
1 Actual water usage from Napa County Flood Control and Water Conservation District SWP delivery accounting tables (provided by the City) plus agricultural raw water. Agricultural raw water use estimated to remain at 2015 level (56 AFY) through 2020, then be reduced to zero thereafter.
2 Linear interpolation of 2015 usage and UWMP projected potable water demand for 2020. 3 Actual recycled water usage, 2015 value obtained from the 2015 UWMP, 2019 value obtained from Napa Valley Wine Insider Digest, all other values not readily available.
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Figure 3-1 Potable and Recycled Water Demand vs. Actual Water Use

3.3.2 PROJECTED SYSTEM DEMAND
Projected Demand (2015 UWMP)
The 2015 UWMP projected future demand on a parcel-by-parcel basis relative to expected growth under the City’s general plan. The analysis assumed that recycled water would be available to meet a portion of the total demand, with the remainder supplied by potable water. Table 5 shows the water demand as presented in the 2015 UWMP.
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Table 5 Projected potable, recycled, and total water demand for American Canyon through 2040, as presented in the 2015 UWMP
Unbilled Water Losses
The UWMP assumed that unbilled water losses12 would be 7.5 percent for each year between 2020-2040. This is consistent with standards adopted by the California Urban Water Conservation Council (CUWCC), which provides that systems that experience greater than 10-percent losses annually undergo a water audit. In 2015, water delivery and water-use records indicate that system losses were 22 percent. The City is currently undertaking an aggressive response to the situation by replacing leaky services and water mains to reduce system loss. The City assumed it would reduce system losses to 7.5 percent of the total potable and raw water deliveries by 2020. In 2015, the City replaced more than 120 segments of residential services lines as part of its program to reduce distribution system losses.

12 Referred to as “Unaccounted-for System Losses” in the UWMP, and “system losses” elsewhere in this WSA.
2015 5 2020 2025 2030 2035 2040
(afy) (afy) (afy) (afy) (afy) (afy)
Projected potable water demand
(UWMP) 1 2345 3,150 3,350 3,606 3,862 4,131
Projected potable system losses (UWMP) 2 631 255 272 292 313 335 Recycled water demand (UWMP) 3 385 1,007 1,146 1,351 1,862 1,862 Total water demand (UWMP)4 3,361 4,412 4,768 5,249 6,037 6,328 Notes:
5 Actual values for 2015 presented in 2015 American Canyon UWMP, Tables 4-2. All other values are projected values. 1 From 2015 American Canyon UWMP, Tables 4-3, excluding system losses. 2 From 2015 American Canyon UWMP, Tables 4-3, system losses only 3 From 2015 American Canyon UWMP, Tables 4-10
4 Sum of potable demand, system losses, and recycled water demand, consistent with Table 4-10 in the 2015 3235

DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT 22 Balance Hydrologics, Inc.
4 SUPPLY AND DEMAND COMPARISON
This section compares future City-wide water demand, to anticipated available supply under ‘normal year,’ ‘single dry year,’ and ‘multiple dry year’ scenarios. The scenarios presented herein have been summarized from the 2015 UWMP analysis for City-wide system planning.

The following analysis addresses potable and recycled water separately, as recycled water supply is considered reliable (and available at 100 percent of capacity) under all year-types. Reliability of potable water varies by year type as a percentage of contracted amount, as shown in Table 6 and further described below.

Table 6 Supply reliability for various American Canyon water sources. Assumed percent of contracted amount for various year-type scenarios.

4.1 Potable Water
Table 7 summarizes available potable water supply under ‘normal year’, ‘single dry year’, and ‘multiple dry year’ scenarios. As outlined in Section 2, the City’s potable water supply relies exclusively on imported water, both from the SWP and through the City of Vallejo.

A percentage of the full contracted amount is assumed for each source type under each scenario (Table 6, above). These percentages are based on guidance by DWR, analysis in the City’s UWMP and the Vallejo UWMP. Resulting supply volumes for each source 2021-2040
Source
Contracted or Available VolumeNormal YearSingle Dry YearDry year 1Dry year 2Dry year 3 SWP (Table A allotment) 5,200 62% 5% 22% 22% 22%
Vallejo Permit Water 1 500 100% 100% 100% 100% 100%
Vallejo Treated Water 1 Varies 2 100% 80% 80% 80% 80%
Vallejo Emergency Water 1 500 0% 100% 100% 100% 80%
Groundwater 3 n/a -- -- -- -- --
American Canyon Recycled Water n/a4 100% 100% 100% 100% 100% Notes:
1 Percentages from 2015 UWMP, Table 7-4, 7-5, 7-6
2 Contracted amount is 2,074 in 2015, 2,640 in 2020, and 3,206 2021-onward. 3 Groundwater is not a source for City-wide supply.
4 Recycled water is produced to meet demand; ultimately, maximum production capacity of City's recycled water system is expected to be 1,000 afy.

Year Type
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under the various scenarios through 2040 are shown in Table 7. The supply and demand for potable water for each of the year-types is discussed below13.

4.1.1 NORMAL YEAR
In a ‘normal year’, the City’s 2015 UWMP assumes ‘Table A’ SWP deliveries would be 62 percent of the total contracted amount. Treated water from Vallejo water and raw Vallejo Permit water are assumed to be 100 percent available in normal years, consistent with the 2015 UWMP.

The UWMP concluded that future supply is available to meet anticipated demand in normal years through build-out in 2035, as does the analysis in this WSA (Table 8). Excess supply in normal years ranges from a low of 2,653 in 2040 to a high of 3,497 afy in 2025.

4.1.2 SINGLE DRY YEAR
Under the “single-dry-year” scenario, the 2015 UWMP assumed SWP Table A deliveries to be curtailed to 5 percent of the contracted amount (see Table 7 and Table 8).

As discussed in Section 2.2, all water from Vallejo is considered a more reliable source than the City’s SWP supply. The 2015 UWMP assumes that raw Vallejo Permit Water is available at 100 percent and Treated Vallejo Water are available at 80 percent of the contracted amount during single dry years. In addition, the full allotment of raw Vallejo Emergency Water (500 acre-feet) would be available under dry-year conditions. The analysis herein uses these same assumptions.

The 2015 UWMP shows that single-dry-year supply is not significantly currently constrained and the City will be able to reliably meet potable demand until the year 203014. Singledry-year deficiencies are anticipated starting in 2035 (Table 8). The City has several options available to resolve dry-year supply deficiencies, as described in Section 4.2.

13 The analysis does not include adjustments for reduced demand of the Project relative to the assumptions in the UWMP for that parcel. As discussed in 3.2, the Project is expected to use 133.3 afy less than anticipated for those parcels in the UWMP, and will fund ZWF demand offsets of approximately 23.9 afy. Other recently completed projects or projects currently in the planning process may also affect projected demand, but have not been included in this analysis. 14 Slight deficiencies are shown for dry-year supply in 2020 and 2030, but only by less than 2% of the total supply.
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4.1.3 MULTIPLE DRY YEARS
The multiple-dry-year scenario, as described in the UWMP, consists of three consecutive years of reduced water deliveries, though none are reduced to the same degree as the single-dry-year scenario 15 . The UWMP assumed that SWP Table A water would be reduced to 22 percent of the contracted amount for each of three years (see Table 7 and Table 8).

Raw Permit water are assumed to be available at 100 percent, and Treated water from Vallejo are assumed to be available at 80 percent of the contracted amount for years 1, 2, and 3 of the multi-year drought following the assumptions in the 2015 UWMP. Vallejo Emergency water is assumed to be available at the full contracted amount (500 acrefeet) for each of the three years of a multi-year drought, consistent with the 2015 UWMP.

The 2015 UWMP projects that water supply will exceed demand during a three-year drought through the full 2040 planning period (Table 8).

15 The reference period used for the multi-dry-year scenario in the UWMP is the drought from 1990- 1992. From a planning perspective, the UWMP assumed that a three-year drought is unlikely to include the “single dry-year” scenario.
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DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT Balance Hydrologics, Inc. 25 2021-2040 2015 Source
Contracted or
Available
Volume
Actual
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
SWP (Table A allotment) 5,200 1,953 3,224 260 1,144 1,144 1,144 3,224 260 1,144 1,144 1,144 3,224 260 1,144 1,144 1,144 3,224 260 1,144 1,144 1,144 3,224 260 1,144 1,144 1,144SWP (Article 21) Varies 72 189 0 124 124 124 189 0 124 124 124 189 0 124 124 124 189 0 124 124 124 189 0 124 124 124Vallejo Permit Water 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 Vallejo Treated Water
Varies 102 2,640 2,112 2,112 2,112 2,112 3,206 2,565 2,565 2,565 2,565 3,206 2,565 2,565 2,565 2,565 3,206 2,565 2,565 2,565 2,565 3,206 2,565 2,565 2,565 2,565 Vallejo Emergency Water
500 387 0 500 500 500 400 0 500 500 500 400 0 500 500 500 400 0 500 500 500 400 0 500 500 500 400 Total Potable 6,200 3,014 6,553 3,372 4,380 4,380 4,280 7,119 3,825 4,833 4,833 4,733 7,119 3,825 4,833 4,833 4,733 7,119 3,825 4,833 4,833 4,733 7,119 3,825 4,833 4,833 4,733 American Canyon Recycled Water
n/a2 180 616 616 616 616 616 655 655 655 655 655 760 760 760 760 760 1,271 1,271 1,271 1,271 1,271 1,271 1,271 1,271 1,271 1,271 NSD Recycled Water Varies3 210 391 391 391 391 391 491 491 491 491 491 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 Total
Recycled
- 390 1,007 1,007 1,007 1,007 1,007 1,146 1,146 1,146 1,146 1,146 1,351 1,351 1,351 1,351 1,351 1,862 1,862 1,862 1,862 1,862 1,862 1,862 1,862 1,862 1,862 Total Supply - 3,404 7,560 4,379 5,387 5,387 5,287 8,265 4,971 5,979 5,979 5,879 8,470 5,176 6,184 6,184 6,084 8,981 5,687 6,695 6,695 6,595 8,981 5,687 6,695 6,695 6,595 Notes:1 Contracted amount is 2,074 in 2015, 2,640 in 2020, and 3,206 2021-onward.2 Recycled water is produced to meet demand; ultimately, maximum production capacity of City's recycled water system is expected to be 1,000 afy.3 Projected deliveries from NSD to the northern Airport Industrial Area. Does not include demand for the Montalcino Resort, as that amount will not affect City-wide demand. 2020 2025 2030 2035 2040
Table 7 Projected water supply for American Canyon for various year types 3239

DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT 26 Balance Hydrologics, Inc. See Table 15 for resolution of potable supply-demand deficiencies. 2015 Source Acutal
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
(afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) Total potable supply1
3,014 6,553 3,372 4,380 4,380 4,280 7,119 3,825 4,833 4,833 4,733 7,119 3,825 4,833 4,833 4,733 7,119 3,825 4,833 4,833 4,733 7,119 3,825 4,833 4,833 4,733 Potable demand2 2,345 3,405 3,405 3,405 3,405 3,405 3,622 3,622 3,622 3,622 3,622 3,898 3,898 3,898 3,898 3,898 4,175 4,175 4,175 4,175 4,175 4,466 4,466 4,466 4,466 4,466 Potable
supply
minus
demand
669 3,148 -33 975 975 875 3,497 203 1,211 1,211 1,111 3,221 -73 935 935 835 2,944 -350 658 658 558 2,653 -641 367 367 267 Recycled water supply3
390 1,007 1,007 1,007 1,007 1,007 1,146 1,146 1,146 1,146 1,146 1,351 1,351 1,351 1,351 1,351 1,862 1,862 1,862 1,862 1,862 1,862 1,862 1,862 1,862 1,862 Recycled water demand4
385 1,007 1,007 1,007 1,007 1,007 1,146 1,146 1,146 1,146 1,146 1,351 1,351 1,351 1,351 1,351 1,862 1,862 1,862 1,862 1,862 1,862 1,862 1,862 1,862 1,862 Recycled
supply
minus
demand
5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Notes:1 From Table 7.2 Projected potable normal-year demand, from Table 5 .3 From Table 74 From Table 5 2020 2025 2030 2035 2040
Table 8 Comparison of potable and recycled water supply and demand under various year-type scenarios. 3240

DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT Balance Hydrologics, Inc. 27

4.2 Potable Water Deficiency Resolution
The above analysis compares potable water supply and normal-year demand, and projects supply shortages in several of the ‘dry-year’ and ‘multi-dry-year’ planning scenarios. This section describes a series of options available to the City to eliminate those shortfalls in order to provide reliable supply. Estimated SWP carryover water (see Section

4.2.1) would be sufficient to eliminate dry-year supply shortfalls, and could also be used in combination with drought demand reductions to further improve supply reliability.

4.2.1 SWP CARRYOVER WATER
If the City does not use its entire allotment of Table A water in a given year, the remaining water will carry-over to the following year, assuming there is adequate storage in SWP reservoirs to contain the excess supply16. Between 2015 and 2020, the City has stored between 35 and 2,600 acre-feet of carry-over water in a given year (Table 9), which has helped to meet demand during recent dry years. Because of the variability of carryover supply and the periodic “re-set” of the accounting when reservoirs are full, it is not considered a consistent yearly supply for planning purposes, but it does allow the City extra flexibility during droughts. As such, we have incorporated carry-over water into the analysis in this WSA.

We assume that 1,156 acre-feet of carryover water, the average over the last six years (Table 9), would be available at the beginning of a dry year and the first year of a multiyear drought. Projected excess normal-year supply ranges from 2,653 to 3,497 acre-feet for 2020-2040 (see Table 8), suggesting that the 1,156 acre-feet is a reasonable and somewhat conservative estimate for planning purposes17. In the second and third year of a multi-year drought, we assume that the remaining carry-over supply (assuming there is any) would continue to carry over to subsequent years to supplement supplies.

16 In years when SWP reservoirs spill, the carry-over water is released, effectively re-setting carryover accounting to zero. Typically, however, ample storage is available in dry years. 17 By definition, a single-dry-year would follow a normal or wet year, as would the first year of a three-year drought.
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Table 9 Recent SWP carryover water supply for the City of American Canyon.

Values from Napa County Flood Control and Water Conservation District SWP delivery accounting tables (provided by the City).

For example, in Single Dry Year scenario for 2035, 1,156 acre-feet would be available to meet the supply deficit of -350 acre-feet (from Table 8). The difference (806 af) would be available if there was another drought year. Under the above assumptions, the City would be able to meet projected supply deficiencies under all dry- and multi-dry-year scenarios within the planning period (2015-2040) through the use of available carry-over water.

4.2.2 ADVANCED TABLE A PROGRAM
A recent court settlement (Area of Origin Settlement18, 2014), clarifies another potential mechanism for the Napa County FCWCD, the Solano County Water Agency, and Yuba City (along with subcontractors to those agencies, which includes American Canyon) to obtain water during dry periods. The Advanced Table A Program allows these agencies to ‘borrow’ against future SWP deliveries during times when annual deliveries are not sufficient to meet demand. The agreement requires that all Table A and Table A Carryover water be used prior to utilizing the Advanced Table A Program, but under those circumstances the City could request an advance of up to 949 af from future years’ Table A allotments.

The projections in Table 10 do not rely on the use of the Advanced Table A Program water to meet dry-year demand, as estimated Table A Carryover is enough to cover supply deficiencies for all scenarios. However, this Program provides an important tool available

18 Superior Court of the State of California, County of Sacramento, Case No. 34-2008-000016338- CU BC GDS.
2015 2016 2017 2018 2019 2020 Mean
Table A deliveries (% of
total contract amount)1 25% 75% 100% 50% 85% 20% 59%
Available carryover water
(remaining from previous
year, in afy)1
876 1,087 127 2,210 35 2,600 1,156
Notes:
1 From Napa County Flood Control and Water Conservation District SWP delivery accounting tables (provided by the City).
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to the City should unforeseen circumstances result in significantly lower-than-expected carryover.
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Actual
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
Normal Year
Single Dry Year
Dry year 1
Dry year 2
Dry year 3
(afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) (afy) Potable
supply
minus
demand 1
669 3,403 222 1,230 1,230 1,130 3,769 475 1,483 1,483 1,383 3,513 219 1,227 1,227 1,127 3,257 -37 971 971 871 2,988 -306 702 702 602 Estimated
Table A
carryover
water 2
-- -- 1,156 1,156 2,386 3,616 -- 1,156 1,156 2,639 4,122 -- 1,156 1,156 2,383 3,610 -- 1,156 1,156 2,127 3,098 -- 1,156 1,156 1,858 2,560 "Advanced
Table A"
water 3
-- -- 0 0 0 0 -- 0 0 0 0 -- 0 0 0 0 -- 0 0 0 0 -- 0 0 0 0 Demand
savings
through drought
restrictions 4
-- -- 0 0 0 0 -- 0 0 0 0 -- 0 0 0 0 -- 0 0 0 0 0 0 0 0 0 Open market
water
purchases 5
-- -- 0 0 0 0 -- 0 0 0 0 -- 0 0 0 0 -- 0 0 0 0 0 0 0 0 0 Adjusted supply minus demand6
669 3,403 1,378 2,386 3,616 4,746 3,769 1,631 2,639 4,122 5,505 3,513 1,375 2,383 3,610 4,737 3,257 1,119 2,127 3,098 3,969 2,988 850 1,858 2,560 3,162 Notes:1 From Table 8
2020 2025 2030 2035 2040
3 When the City exhausts its supply of carryover water, the City can "borrow" against future SWP deliveries, up to 949 af. Projected water shortages can be met solely through carryover supply, so no Advanced water is projected to be needed to meet demand.4 The City may chose to offset supply deficiency through demand reduction (drought restrictions) during dry periods. All supply deficiencies are projected to be satisfied through carryover water; restrictions are not likely to be required, but remain an option for the City, if needed; see Table 11 for projected estimated volume for drought conservation savings.5 The City also has the option to purchase additional water on the open market. While not required to meet long-term supply deficiencies the City may chose to use this option during droughts, 6 Supply minus demand from above, plus additional supply available through carryover, "Advanced Table A", demand savings, and open market purchases.2 Table A water not used in the prior year may be used in the following year, assuming storage is available; estimated from previous six years of carryover availability (see Table 9). Assume 1,156 af available in a dry year and the first year of a multi-year drought. Remaining carryover after the first year of a drought is available in the second year, and remaining water after the second year is available in the third year of a drought.

The table shows that all dry-year deficiencies can be met through carry-over water. In addition, the City has several other options available to help meet supply shortages during droughts.

Table 10 Potable water deficiency resolution for dry- and multi-dry-year scenarios. 3244

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4.2.3 DROUGHT-YEAR DEMAND REDUCTIONS
It is important to note that the demand projections in the 2015 UWMP (as well as for the analysis in this WSA) were not explicitly adjusted for voluntary or mandatory water-use reduction measures that may be implemented in response to drought conditions19. The City has a Water Shortage Contingency Plan that outlines four stages of water demand reduction measures that could be utilized when water supply is constrained due to environmental or other conditions. The City projects demand reductions of 10/20/30/50 percent corresponding to each of the tiers, beginning with voluntary actions at Tier 1, and moving to increasingly restrictive mandatory measures for Tiers 2-4.

On June 1, 2021, in response to on-going statewide drought conditions, the City declared a Stage 1 drought emergency that called for a voluntary reduction from residential and commercial customers compared to the previous year. On July 20, 2021, the City declared a Stage 2 drought emergency, enacting mandatory water-use restrictions, requiring all water customers to reduce their water use by 20%. As of the end of August, 2021, water conservation measures have resulted in an 18 percent decrease from residential customers and 13 percent decrease from commercial customers.

Because estimated carryover water was sufficient to satisfy projected shortages, the supply and demand analysis in Table 10 does not account for drought-year demand reduction. However, the City may choose to use these measures to provide additional flexibility during droughts. Assuming drought reductions of 13 percent, similar to what was achieved in 2014, the City could be expected to reduce demand in future years ranging between 305 af in 2015 and 537 af in 2040 (Table 11). While these volumes would not solely eliminate projected dry-year shortages, these measures could be used in conjunction with the above measures to provide additional buffer, as needed, if other supplies are unexpectedly curtailed. Stronger restrictions (level 3 or 4), could be used to achieve greater reductions if necessary, but are not likely to be needed.

19 For the purposes of the UWMP and this WSA, demand is assumed to be the same in normal- and dry-year scenarios for a given planning period.
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Table 11 Projected drought-year demand savings. Estimated drought conservation volume (potable demand reduction) that could be used during future droughts to help the City manage supply shortages.

Volumes based on 13% savings achieved between 2013 and 2014.

4.2.4 OPEN MARKET PURCHASES
As discussed in Section 2.4 the City has the option to purchase additional water from a variety of other sources on an as-needed and as-available basis. These potential purchases were not considered as a reliable long-term supply for the purposes of this WSA, though the City could choose to purchase additional supply in dry years when normal supplies are constrained. In fact, the City chose to utilize this option in 2015, and purchased 216 af of additional supply through the Dry Year Transfer and Yuba Accord Programs. As with the above options, Open Market Purchases can provide additional operational flexibility for the City during dry periods when other supplies are reduced.

4.3 Recycled Water
As discussed in Section 2.5, the City’s recycled water system has a supply capacity of up to 1,271 acre-feet per year by 2035, and NSD has agreed to provide up to 591 acre-feet to supply the northern portion of the Airport Industrial Area (which is located within the City’s water service area). Practically, however, the City produces recycled water to meet demand, as shown in Table 8 (above). Because recycled water is derived from wastewater that is: 1) less susceptible to fluctuation due to climatic conditions, and 2) available in excess of the capacity of the recycled water system, recycled water is assumed to be 100 percent available during single- and multi-year-drought scenarios.

Table 8 presents recycled water supply versus demand for the 2015-2040 planning period under various year-type scenarios. Because recycled water use offsets water that would otherwise be delivered from limited potable or imported-water supply, it is in the City’s 2015 2020 2025 2030 2035 2040
(afy) (afy) (afy) (afy) (afy) (afy)
Projected normal-year
potable demand1 2,345 3,150 3,350 3,606 3,862 4,131
Estimated drought
conservation volume2 305 410 436 469 502 537
Notes:
1 From Table 5
2 13% of potable demand.
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best interest to maximize recycled water use by way of increasing the number of recycled water users tied into the system.

The projections for recycled water use in the 2015 UWMP were, in effect, operational goals to maximize recycled water use. The UWMP projected 1,862 acre-feet of recycled water use by 2035. Recent recycled water use has been much lower than projected in the UWMP. For example, in 2019 water demand was projected to be about 883 AF, but the City only used 282 AF of recycled water. The City expects a significant expansion in the recycled water delivery system by 2035, allowing full use of the system by that time.

Recycled water demand by sector is shown in Table 12.

Table 12 Summary of potential recycled water demand, by sector

4.4 Summary
In summary, the analysis in this WSA shows that the City’s water supply is sufficient to meet projected demand, in all years and under all normal-, dry, and multi-dry-year scenarios.

The analysis shows that demand will exceed supply during some dry years, but the City will still be able to meet demand through the use of carryover SWP water, or through some combination of carryover SWP water, Advanced Table A Water, demand Utility land-use classification
Potable offset
demand1 Buildout demand2
(afy) (afy)
Single-family residential -- 22.8
Multi-family residential -- 41.8
Commercial 3.4 49.7
Industrial 4.7 209.9
Institutional/Governmental 101.9 127.4
Landscape 69.4 119.5
Open Space -- --
Watson Ranch -- 253.2
Recreation -- 204.3
Agricultural 68.1 173.2
Total 247.5 1,201.9
Notes:
2 Buildout demand for Institutional/Gonvernmental assumes the American Canyon High School will halve existing demand by fixing suspected leaks in the irrigation system. 1 Adapted from GHD, 2016, Table 14. Projected demand used in the WSA analysis (Table 6) are lower than the numbers shown here in order to provide a conservative estimate of future demand. 3247

DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT 34 Balance Hydrologics, Inc.
reductions, and/or additional purchases on the open market. In addition, recycled water supply in the City is available to meet existing and projected demand, and available in sufficient volume to support non-potable uses at the Project site. Use of recycled water at the site will increase the City’s utilization of this supply. 3248

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5 ZERO WATER FOOTPRINT POLICY
In October 2007, the City adopted a policy to regulate water use for new development.

Under this Zero Water Footprint (ZWF) policy, new accounts are required to offset the proposed project’s potable water use through off-site water conservation measures, conversion of off-site potable irrigation to recycled water, on-site demand reduction (relative to existing use), or by acquiring additional supply. The City has provided a list of potential conservation, repair, and other projects within the service area that could be used as offsets for new service accounts. In 2011, the City adopted an additional policy that further refined the offset options available to meet the ZWF requirements.

5.1 Project ZWF Compliance
The proposed Project is required to comply with the City’s ZWF policy, and will offset all of its potable water demand. The Project will offset its potable water demand by implementing several items off of the City’s offset “toolbox”, likely to include a combination of off-site landscape irrigation water conversion and conversion of existing potable water customers.

Anticipated potable water use for the Project, once completed, would be 23.9 afy. ZWF offset totals will be required to be at least that amount.

5.2 City-wide Compliance
On the whole, compliance with the City’s ZWF policy should essentially result in no net increase in potable water demand20 as new projects are built within the City’s water distribution area. The effect of this policy was not explicitly accounted for in the long-term potable demand projections in the 2015 UWMP or for this WSA. However, two of the main ways that projects can reach compliance with the ZWF policy would be through funding conversion of irrigated landscape areas to recycled water, and improving the efficiency of the City’s water distribution system (reducing system losses). The analysis in this WSA has included projections of both recycled water system expansion and reduced potable water losses that would, at least in part, be funded through implementation of the ZWF policy.

20 Or alternatively, offset increases in demand with increased volume of reliable supply. 3249

DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT 36 Balance Hydrologics, Inc.
6 LIMITATIONS
This technical report was prepared in general accordance with the accepted standardof-practice existing in Northern California at the time the analyses were performed. No other warranty is made or implied. Readers are asked to contact us if they have additional relevant information, or wish to propose revisions or modified descriptions of conditions, such that the best data can be applied at the earliest possible date. 3250

DRAFT WATER SUPPLY ASSESSMENT FOR THE GIOVANNONI LOGISTICS CENTER PROJECT Balance Hydrologics, Inc. 37
7 REFERENCES
Balance Hydrologics, 2015, Water Supply Assessment for the Napa Airport Corporate Center Project, American Canyon, California. Report prepared for First Carbon Solutions.

Balance Hydrologics, 2021, Draft Stormwater Control Plan for the Giovannoni Logistics Center Project – East. Report prepared for Carlson, Barbee & Gibson, Inc.

Brown, S., and Shaw, D., 2015, Water Supply Assessment for the Napa Airport Corporate Center Project, American Canyon, California. Prepared by Balance Hydrologics, Inc. for First Carbon Solutions, 87p.

GHD, 2016, City of American Canyon Recycled Water Master Plan. Report prepared for the City of American Canyon, dated May 2016, 96p.

Kennedy Jenks Consultants, 2016, Final 2015 Urban Water Management Plan. Report prepared for the City of American Canyon, 153p.
3251

APPENDICES
3252

APPENDIX A
Potable water demand estimates by CBG Engineers
3253
Job No.: 2637-030
Land Use
Building Square
Footage
Average Day
Demand (gpd/sf)
Average Day
Demand (gpd) Max Day Factor
Max Day
Demand (gpd)
Peak Hour
Factor
Peak Hour
Demand (gpm)
Industrial 601,383 0.015 9,021 2.0 18,041 1.75 22
Industrial 468,521 0.015 7,028 2.0 14,056 1.75 17
Notes:

1. 2.

Design Criteria is based on the: City of American Canyon Potable Water Master plan dated, May 2016, and the City of American Canyon Engineering Standard Plans and Specifications for Public Improvements dated, May 1, 1995.

February 23, 2021

PRELIMINARY WATER DEMAND ESTIMATE

GIOVANNONI LOGISTICS CENTER - EAST

AMERICAN CANYON, CALIFORNIA
Average Day Demand of 0.015 gpd/sf equates to 650 gpd/acre per the American Canyon Potable Water Master plan.

Proposed Flow
Description
Building A
Building B
P:\2600 - 2699\2637-030\Engineering\Water Demand\2637-30_Water Demand Estimates.xlsx Page 1 of 1 3254

APPENDIX B
Suisun Logistics Center Potable Water Demand
Estimates by RAK Engineers
3255
April 12, 2021
Mr. Paul Fuchslin
Director of Engineering
Solano Irrigation District
810 Vaca Valley Pkwy Suite 201
Vacaville, CA 95688
SUBJECT: Proposed Water Usage for the Suisun Logistics Center and Highway 12 Logistics Center Projects – Suisun City – CA.

The intent of this memo is to provide clarity as to the yearly anticipated water usage demand for both proposed Buzz Oates City of Suisun City projects (Suisun Logistics Center & Highway 12 Logistics Center).

High-Cube Warehouse and Distribution buildings are not a water-intensive use, especially when compared to other heavy industrial uses. Most of the water demand for High-Cube Warehouse and Distribution comes from landscape irrigation. Buzz Oates intends to minimize landscape irrigation, further reducing anticipated water demand.

We requested water meter data for similar buildings developed, constructed, owned, and operated by Buzz Oates from the City of Fairfield Water Department to provide accurate water usage loads.

Michael Hether, Assistant Public Works Director provided the attached usage data that spans approximately 5 years, 7 months. The annual acre-foot usage was calculated as an aggregate spanning the entire duration of building operation by utilizing the average daily usage data for domestic, irrigation, and fire suppression demands. Broken down, this equates to 0.29228 acre feet per year per developable acre of water demand.

Total water demand equals approximately +/-62 acre-feet when applied to the proposed City of Suisun City projects. See below breakdown. I have also attached the usage data provided by the City of Fairfield for reference.

Acre Feet Per
ADRESS Sq. Ft. Acres Yearly Acre Feet Developable Acre
2975 Cordelia Rd. 473,136 24.25 0.840132626
2925 Cordelia Rd. 318,402 18.73 10.05492075
2875 Cordelia Rd. 176,760 9.32 3.022470217
2825 Cordelia Rd. 36,950 3.99 2.534983094

56.29 16.45 0.29228
_____________________________________________________________________________________ Suisun Logistics Center 120 developable acres (x 0.29228) = 35.0736 Highway 12 Logistics Center 93 developable (x0.29228) = 27.182 TOTAL 62.255 ANTICIPATED YEARLY ACRE-FOOT
USAGE 3256
3257

THIS PAGE INTENTIONALLY LEFT BLANK
3258
City of American Canyon—Giovannoni Logistics Center Project Draft EIR
FirstCarbon Solutions
I.2 - Hydrology Report
3259

THIS PAGE INTENTIONALLY LEFT BLANK
3260
Job No.: 2637-030
Acreage Q (gal/day) I/I (gal/day) Q (gal/day) Q (gpm) Q (cfs) d/D Downstream
Pipe Slope

34.7 86,750 14,100 152,900 106.2 0.237 0.36 0.5%

26.6 66,500 17,500 123,900 86.0 0.192 0.33 0.5%
Notes:

1. 2.

3. 4.

5. 6.

7. 8

9. 10.

November 12, 2020

PRELIMINARY SANITARY SEWER SIZING CALCULATIONS

GIOVANNONI LOGISTICS CENTER - EAST

AMERICAN CANYON, CALIFORNIA
Proposed Flow
The minimum pipe size for a public sanitary sewer main is 6".

Description
Building A
Buildings B
Sewers shall be sized to carry no greater than the design flow capacities of 75% for pipes 10" and smaller.

The n-value for new sewer pipe is 0.013.

All gravity sewers shall maintain a minimum velocity of 2.5 feet per second flowing full.

The minimum slope for 8" sewer pipe is 0.5%.

The maximum slope for gravity mains is 15%
Design Criteria is based on the: City of American Canyon Sanitary Sewer Master plan dated, May 2016, and the City of American Canyon Engineering Standard Plans and Specifications for Public Improvements dated, May 1, 1995.

The average acreage flow estimate for light industrial areas is 2500 Gal/Acre/Day The peak acreage flow estimate for light industrial areas is 4000 Gal/Acre/Day I/I is 4000 Gallons per inch diameter - mile per day
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3262
RESOLUTION NO. 2022-XX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AMERICAN CANYON (i) CERTIFYING THE FINAL ENVIRONMENTAL IMPACT REPORT (SCH #2021010104), (ii) ADOPTING CEQA FINDINGS OF FACT, (III) ADOPTING A STATEMENT OF OVERRIDING CONSIDERATIONS, AND (iv) ADOPTING A MITIGATION

MONITORING AND REPORTING PROGRAM FOR THE GIOVANNONI LOGISTICS CENTER PROJECT LOCATED NORTH OF GREEN ISLAND ROAD AND BISECTED BY DEVLIN ROAD, APN 057-090-008, 057-130- 034, 057-130-036 (FILE NO. PL 20-0042)
WHEREAS, Buzz Oates LLC, (“applicant”), submitted a Design Permit and Tentative Parcel Map application to develop the 208–acre Giovannoni Logistics Center site with up to 2.4 million square feet of high cube warehouse (the Project); and
WHEREAS, the applicant developed design-level site plans for Phase 1 of the proposed project, which includes a 94.7-acre area east of Devlin Road for two high-cube warehouse buildings totaling 1,069,904 square feet, with one building to be rail-served by the adjacent Napa Branch Line; and WHEREAS, each building would provide docks, grade level roll-up doors, and trailer parking stalls, and the facility would be enclosed with a secure perimeter and access would be restricted to authorized users; and
WHEREAS, Phase 2 of the proposed project would occur on a 113.1-acre area west of Devlin Road in which the remaining 1.3 million square feet of high-cube warehouse is conceptually proposed, and would commence once Phase 1 is completed; and
WHEREAS, that certain Water Supply Assessment (WSA) for the Giovannoni Logistics Center Project, dated September 21, 2021, was prepared by Balance Hydrologics Inc. in conjunction with the preparation of an Environmental Impact Report for the proposed Giovannoni Logistics Center Project; and WHEREAS, the WSA was prepared in accordance with Water Code Section 10910 and it (a) identifies the City of American Canyon as the public water supplier for the proposed development; (b) compares the anticipated water demands of the Giovannoni Logistics Center Project with the projected demands assumed in the City’s most recent 2015 Urban Water Management Plan; and (c) assess whether the City’s water system can meet the projected water demand of the Giovannoni Logistics Center Project in addition to existing and planned future uses over a 20-year projected time frame; and WHEREAS, accordingly, the Environmental Impact Report (EIR) for the Project evaluates Phase 1 at a project level and Phase 2 at a program level of analysis; and WHEREAS the objectives of the Giovannoni Logistics Center Project are to:

1. Promote economic growth in American Canyon by attracting new industries;

2. Promote development that generates net positive tax revenues for the City by generating more in new tax revenues than are consumed by City expenditures on services provided to the development;

3. Create new employment opportunities for residents of Napa County and the surrounding region;

4. Develop compatible land uses near the Napa County Airport in the interests of avoiding interference with aviation operations;

5. Improve American Canyon’s jobs-housing ratio by adding new employment opportunities; 3263

6. Continue the orderly development of the Devlin Road corridor with a well-designed project;

7. Further the goals and policies of the City of American Canyon General Plan by developing land contemplated to support urban development to its highest and best use;

8. Preserve the most biologically sensitive portions of the project site as open space;

9. Install circulation improvements along Green Island Road and Devlin Road that provide efficient ingress and egress to the proposed project while also ensuring these facilities operate at acceptable levels;

10.Promote public safety by incorporating security measures into the project design;

11.Mitigate impacts on the environment through implementation of feasible mitigation measures; and
WHEREAS, for purposes of the California Environmental Quality Act (Public Resources Code, Sections 21000 et seq.) and the CEQA Guidelines (Cal. Code Regs., tit. 14, § 15000 et seq.), (“CEQA”) the City is the lead agency for the Project; and
WHEREAS, the City originally released the Draft EIR for public comment for a 45-day review period to commence on Friday, May 20, 2022, and to end at 4:00 PM Tuesday, July 5, 2022; and WHEREAS,the City subsequently provided an updated Appendix A (NOP comment letters) and an updated Appendix C (additional supporting biological resource studies), and extended the public comment period by 15 days to July 20, 2022, to allow public agencies and interested parties a total of 62 days to review and submit comments on the Draft EIR; and
WHEREAS, on June 23, 2022, the Planning Commission conducted a publicly-noticed workshop to discuss the Giovannoni Logistics Center Draft EIR; and
WHEREAS, CEQA Guidelines section 15090 requires that, prior to approving a proposed project for which a final EIR has been prepared, a lead agency’s decision making body must certify that: (1) the final EIR has been completed in compliance with CEQA; (2) the final EIR was presented to the decision-making body of the lead agency, and the decision-making body reviewed and considered the information contained in the final EIR prior to approving the project; and (3) the final EIR reflects the lead agency‘s independent judgment and analysis; and
WHEREAS, prior to approving a proposed project for which a final EIR has identified significant environmental effects, a lead agency’s decision making body is required, pursuant to Public Resources Code section 21081, subdivision (a), and CEQA Guidelines section 15091, to adopt findings demonstrating that the decision making body has considered and adopted all feasible mitigation measures or feasible project alternatives that can substantially lessen or avoid any significant project-related environmental effects (“CEQA Findings of Fact”); and
WHEREAS, prior to approving a proposed project with significant environmental effects that cannot feasibly be reduced to a less-than-significant level through the adoption of mitigation measures or project alternatives, a lead agency’s decision making body is required by Public Resources Code section 21081, subdivision (b), and CEQA Guidelines section 15093 to adopt a Statement of Overriding Considerations identifying the benefits of the project that, in the decisionmakers' minds, justify approval of the project notwithstanding those significant, unavoidable environmental effects; and 3264
WHEREAS, prior to approving a project that requires the adoption of feasible mitigation measures to substantially lessen or avoid significant environmental effects, a lead agency’s decision-making body is required by Public Resources Code section 21081.6, subdivision (a), to adopt a mitigation monitoring and reporting program to ensure that the mitigation measures adopted by the lead agency are carried out; and
WHEREAS, on November 17, 2022, the Planning Commission conducted a duly-noticed public hearing to evaluate the Giovannoni Logistics Center Project and Final EIR and determined that based on all of the evidence presented, including, but not limited to, written and oral testimony given at meetings, it is appropriate to recommend that the City Council certify the Final EIR as adequate to address environmental impacts associated with the Giovannoni Logistics Center Project, adopt a Statement of Overriding Considerations for the Project, and adopt the Mitigation Monitoring and Reporting Program; and
WHEREAS, on December 6, 2022, the City Council conducted a duly-noticed public hearing to evaluate the Giovannoni Logistics Center Project and Final EIR and determined that based on all of the evidence presented, including, but not limited to, written and oral testimony given at meetings, it is appropriate to certify the Final EIR as adequate to address environmental impacts associated with the Giovannoni Logistics Center Project, adopt a Statement of Overriding Considerations for the Project, and adopt the Mitigation Monitoring and Reporting Program.

NOW, THEREFORE, BE IT RESOLVED that the foregoing recitals are true and correct and are included herein by reference as findings.

NOW, THEREFORE, BE IT FUTHER RESOLVED that the City Council of the City of American Canyon hereby finds that the Water Supply Assessment for the Giovannoni Logistics Center Project, prepared by Balance Hydrologics Inc. and dated September 21, 2021 accurately provides the information required by Water Code Section 10910.

NOW, THEREFORE, BE IT FUTHER RESOLVED that the City Council of the City of American Canyon, acting as the board of the public water service provider, hereby determines it has adequate supplies to serve the Giovannoni Logistics Center Project and approves that certain Water Supply Assessment for the Giovannoni Logistics Center Project, prepared by Balance Hydrologics Inc. and dated September 21, 2021.

NOW, THEREFORE, BE IT FUTHER RESOLVED that the City Council makes three findings necessary to certify that the Final EIR reflects the independent judgement and analysis of the City and thoroughly as adequate to addresses the potentially significant environmental impacts associated with implementation of the Giovannoni Logistics Center Project. The Final EIR consists of the Draft EIR (Exhibit A to this Resolution) and Appendices (Exhibit B to this Resolution), and the Final EIR, which includes a list of persons, organizations, and agencies that provided comments on the Draft EIR, responses to the comments received regarding the Draft EIR, and errata or revisions to the Draft EIR (Exhibit C to this Resolution).

NOW, THEREFORE, BE IT FURTHER RESOLVED that the City Council adopts Findings of Fact and Statement of Overriding Considerations for the Project as included within Exhibit D to this Resolution.

NOW, THEREFORE, BE IT FURTHER RESOLVED that the City Council adopts the Mitigation Monitoring and Reporting Plan for the Giovannoni Logistics Center Project (Exhibit E to this Resolution).

PASSED, APPROVED and ADOPTED at a regularly scheduled meeting of the City Council of the City of American Canyon held on the 6th day of December, 2022, by the following vote:
3265
AYES:

NOES:

ABSTAIN:

ABSENT:
____________________________
Leon Garcia, Mayor
ATTEST: APPROVED AS TO FORM:
_______________________________ ___________________________ Taresa Geilfuss, CMC, City Clerk William D. Ross, City Attorney Exhibit A: Draft EIR
Exhibit B: Draft EIR Appendices
Exhibit C: Final EIR
Exhibit D: CEQA Statement of Fact and Statement of Overriding Considerations Exhibit E: Mitigation Monitoring and Reporting Plan
3266
ATTACHMENT 0.5
Important EIR Milestones
Milestone Purpose Term Date(s)
Notice of Preparation Solicit Agency guidance on the
EIR scope
30 Days 1/12/2021 – 2/11/2021
Notice of Availability Public Review of the Draft EIR 45 Days 5/20/2022 – 7/5/2022 Extended Notice of
Availability
Public Review of the Draft EIR 15 Days 7/5/2022 – 7/20/2022 Prepare Draft Final EIR Address responses and make
corrections to Draft EIR
N/A 11/4/2022
Response to EIR
Comments
Written response to EIR
comments
10 Days before
EIR Certification
11/4/2022 – City Council
meeting
Planning Commission
Hearing
Obtain public input and receive
Planning Commission
recommendation to City Council
N/A 11/17/2022
City Council Hearing Obtain public input, consider
Planning Commission
recommendation, decide EIR
approval, Design Permit and
Tentative Parcel Map
N/A 12/6/2022*
(Anticipated)
Notice of
Determination
Documents City Council’s CEQA
decision to certify the EIR
30 Days 12/7/2022- 1/6/2023*
(Anticipated)
3267
ATTACHMENT 0.8
Building A and B
Development Standards Table
Development Standard Required Provided
(Building A)
Provided
(Building B)
Minimum Lot Size 40,000 sqft 38.36 acres 31.44 acres
Max Floor Area Ratio 50% 40% 38%
Max Building Height 36 feet 36 feet (clear height)
56’-4” (parapet height)
36 feet (clear height)
56’-4” (parapet height)
Required Setbacks
Front Streetside (Landscape)
Front (Building)
Side (Interior)
Rear
20 feet
20 feet
10 feet
10 feet
20 feet
160 feet
195 feet min
160 feet min
20 feet
140 feet
180 feet min
180 feet
Parking: Warehouses require 1
space per 1,000 SF of gross floor
area for the first 20,000, plus 1
space per 2,000 SF of gross floor
area thereafter
311 Bldg A
245 Bldg B
423 374
Bicycle Parking 10 stalls 10 stalls 10 stalls
3268
ATTACHMENT 0.9
3269

CITY COUNCIL AGENDA
DECEMBER 6, 2022

STAFF REPORT

PUBLIC HEARING
ITEM NUMBER: 18.

TITLE
106 Wilson Way - Special Assessment Lien Continued from November 15, 2022

RECOMMENDATION
Adopt a Resolu/on of the City Council of the City of American Canyon c onfirming the report of proceedings and accoun/ng for the costs incurred in aba/ng the public nuisance located at 106 Wilson Way and notice of ordering the imposition of a Special Assessment Lein.

CONTACT
William D. Ross, City Attorney

BACKGROUND & ANALYSIS
On or about April 9, 2021, a fire par/ally burned the single-family residence located at 106 Wilson Way, in American Canyon, CA, 94503 (the “Property”). During their response firefighters observed excessive amounts of trash and debris in and around the house making it a greater fire hazard as well as more difficult to ex/nguish the fire. City Staff had received mul/ple complaints prior to the fire regarding the condi/on of the Property. City Staff issued mul/ple no/ces of viola/on for numerous health and nuisance violations.

In October 2021 and February 2022, the property, by and through Property Owner’s insurance carrier, was par/ally abated by a private contractor. Since February 2022 health and nuisance viola/ons con/nued and worsened on the Property. Due to the con/nuing and progressively more severe viola/ons, on July 28, 2022, the City ADorney filed an Ex-Parte Applica/on for Inspec/on Warrant and Abatement Order with the Napa County Superior Court. Finding cause to issue, the Court granted and issued the Inspec/on Warrant and Abatement Order on July 29, 2022. City Staff began the process of inspec/ng the property and preparing the abate the public nuisance on the Property. An independent contractor was hired to perform the hazardous abatement of both the property and the abandoned, wrecked, or inoperable vehicles. Due to the extent of the public nuisance the work was not completed until September 27, 2022. 3270
Chapter 9.04 et seq. and 10.36 et seq. of the American Canyon Municipal Code outlines the process for City-led abatement of property and vehicles. The Code requires an itemized report by the City Manager to be filed with the City Council. Following the filing of the report and confirma/on by Council, the City Clerk will deliver the Resolu/ons by cer/fied mail to the Napa County Recorder’s Office to establish special assessment liens for the cost of the abatement. The total cost of aba/ng both the property and the vehicles through September 30, 2022, was $181,016.50.

On November 2, 2022, the City Manager delegated the responsibility of draHing the itemized Report to the City Attorney.

By adop/ng the Resolu/on (ADachment 1) the City Council will authorize the City Clerk to process the filing of the Resolu/on to allow for a special assessment to be placed on the 106 Wilson Way property tax rolls for monies owed to the City for abatement.

The Resolu/on accounts for costs incurred by the City through September 31, 2022. Addi/onal costs will be presented to the City Council for considera/on at future City Council mee/ngs. The City Manager’s Report contains an itemized accoun/ng of expenses incurred through September 30, 2022 (ADachments 2 and 7). The invoices reflec/ng the line items for the expenses incurred are attached as Exhibits 3-10.

On November 15, 2022, the properly scheduled public hearing on this maDer was con/nued to December 6, 2022 on recommenda/on of the City ADorney to allow the Property Owner /me to obtain legal counsel. As of the date of this Staff Report, the Property Owner has not indicated he has obtained legal counsel.

COUNCIL PRIORITY PROGRAMS AND PROJECTS
Public Safety: "Ensure American Canyon remains a safe community."

FISCAL IMPACT
The City has been billed for expenses incurred for this abatement. Current bills include City ADorney fees, abatement contractor costs, and staff /me costs through September 30, 2022. If the special assessment lien is confirmed by Council, the amount of $181,016.50 can be a lien against the Property and eventually recovered and remitted to the City General Fund.

ENVIRONMENTAL REVIEW
Not a Project under CEQA Guidelines Section 15378.
3271
ATTACHMENTS:

1. Resolution- 106 Wilson Way

2. Itemized Accounting for Property Abatement

3. CVE Invoice for Property Abatement

4. Delta One Security Invoice

5. Law Offices of William D. Ross Invoices

6. Personnel Costs Documentation

7. Itemized Accounting for Vehicle Abatement

8. CVE Invoice for Vehicle Abatement

9. Before-During Abatement Photographs

10. CVE Completion Report
3272
RESOLUTION NO. 2022-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AMERICAN CANYON

CONFIRMING THE REPORT OF PROCEEDINGS AND ACCOUNTING FOR THE COSTS INCURRED IN ABATING THE PUBLIC NUISANCE LOCATED AT 106 WILSON WAY AND NOTICE OF ORDERING THE

IMPOSITION OF A SPECIAL ASSESSMENT LIEN
WHEREAS, the City has taken actions to abate a public nuisance located on the property described as 106 Wilson Way, American Canyon, California; and
WHEREAS, said property is listed as Assessor's Parcel No. 058-370-002 (the “Property”); and WHEREAS, the Code Enforcement Officer has issued violation notices in accordance with Chapter 9.04 et seq. and 10.36 et seq. of the American Canyon Municipal Code for nuisance; and, WHEREAS, pursuant to the referenced provisions of the Code, the City abated the public nuisance located on the Property by a Court Order.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of American Canyon hereby approves the following:

SECTION 1. Approves the reports of Proceedings and Accounting of the cost in the total amount of $181,016.50.

SECTION 2. That a special assessment lien in the amount of $181,016.50 is hereby imposed upon the property described herein.

SECTION 3. That the City Clerk, or other designee, shall file a certified copy of this Resolution and the Property Reports with the Napa County Recorder’s office.

SECTION 4. That the County Recorder is respectfully requested to record the notice of special assessment lien in the amount of $181,016.50 against 106 Wilson Way.

SECTION 5. That after recordation, the City Clerk shall cause a certified copy of the city council’s decision confirming the abatement costs to be filed with the Napa County auditor-controller. The auditorcontroller is respectfully requested to add $181,016.50 to the next regular tax bill levied against for 106 Wilson Way on the County Tax Roll opposite the parcel of land referred to, and that thereafter said amount shall be collected at the same time and in the same manner as ordinary municipal taxes. 3273
2 PASSED, APPROVED and ADOPTED at a regularly scheduled meeting of the City Council of the City of American Canyon held on the 6th day of December, 2022 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
____________________________
Leon Garcia, Mayor
ATTEST: APPROVE AS TO FORM:
____________________________ _____________________________ Taresa Geilfuss, CMC, City Clerk William D. Ross, City Attorney 3274

PROCEEDINGS AND ACCOUNTING REPORT

PUBLIC NUISANCE PROPERTY ABATEMENT
I. LOCATION/LEGAL:

Assessor’s Parcel Number: 058-370-002
Address: 106 Wilson Way
II. OWNER OF RECORD: Lee Schmidt
III. PROCEDURE:
a. Notice of Violation:
b. Non-Compliance:
c. Notice of Violation:
d. Non-Compliance:
e. Notice of Violation:
f. Non-Compliance:
g. Ex-Parte Application filed:
h. Inspection Warrant/Abatement Order Issued:
i. Ex-Parte Renewal Application filed:
j. Inspection Warrant/Abatement Order Issued:
k. Ex-Parte Extension Application filed:
l. Inspection Warrant/Abatement Order Issued:
m. Ex-Parte Extension Application filed:
n. Inspection Warrant/Abatement Order Issued:
o. Abatement Work Completion:
7/1/2021
7/22/2021
9/21/2021
10/5/2021
2/2/2022
2/7/2022
7/28/2022
7/29/2022
8/15/2022
8/17/2022
9/1/2022
9/2/2022
9/16/2022
9/16/2022
9/27/2022
IV. ACCOUNTING (through September 30, 2022):

Property Abatement $109,630.00
Security $21,937.50
Attorneys Fees $ 8,605.00 (July)
$19,966.25 (Aug)
$19,011.25 (Sept)
Personnel Costs $ 1,866.52 (Tiffany Ford)
Total $ 181,016.52
William D. Ross, City Attorney
ATTACHMENT 2
3275
Remit payments online, or by mail
Accounts Receivable By Mail: Online: www.cvecorp.com/paymentsNB Phone: (559) 222-1122 Central Valley Environmental
Fax: (559) 222-1174 Attn: Accounts Receivable – NB
[email protected] 4263 N. Selland Ave.

Fresno, CA 93722
*A late fee of 1.5% will be added to the balance for every 30 days that the invoice remains unpaid* Invoice
INVOICE #: 1429
DATE: 09/21/2022
DUE DATE: 10/01/2022
TERMS: NET 10
BILL TO:

LEE SCHMIDT
4381 BROADWAY ST.

SUITE 201

Fresno, CA 93722
*A late fee of 1.5% will be added to the balance for every 30 days that the invoice remains unpaid* Invoice
INVOICE #: 1458
DATE: 09/22/2022
DUE DATE: 10/02/2022
TERMS: NET 10
BILL TO:

LEE SCHMIDT
4381 BROADWAY ST.

SUITE 201

AMERICAN CANYON, CA
PROJECT # PROJ. MANAGER JOBSITE ADDRESS P.O. # CLAIM #
30220345 JESUS VILLAREAL 106 WILSON WAY, AMERICAN CANYON, CA

DESCRIPTION ITEM PRICE
% COMPLETE
(THIS PERIOD)
% COMPLETE
(TOTAL)

RETAINAGE AMOUNT DUE
CO #1 $18,209.00 100.00% 100.00% $0.00 $18,209.00
TOTAL $18,209.00
PAYMENTS/CREDITS $0.00
BALANCE DUE $18,209.00
Thank you for allowing CVE to be part of your project!
3277
Invoice
Date 10/6/2022
Invoice # 5416
Bill To
City of American Canyon
4381 Broadway St. Ste 201
American Canyon, CA 94503
D e lta O n e Se cu rity, In c.

P.O. Box 2849
Suisun City, CA 94585
P.O. #
Terms Net 15 Due Date 10/21/2022
Phone # 707-425-9346
Fax # 707-425-8846
[email protected]
Account Balance Due
Payments/Credits
Current Invoice
Please make checks payable to: Delta One Security, Inc.

Description Qty Rate Amount
September Invoice
Site Location: 106 Wilson Way American Canyon, CA 94503 1 Unarmed Security Officer w/ marked patrol vehicle 9/6/2022 from 0800-1600 and 1 from 1600-2400
16 45.00 720.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/7/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/8/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/9/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/10/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/11/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/12/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/13/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/14/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/15/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/16/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/17/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00

Page 1 ends

ATTACHMENT 4
3278
Invoice
Date 10/6/2022
Invoice # 5416
Bill To
City of American Canyon
4381 Broadway St. Ste 201
American Canyon, CA 94503
D e lta O n e Se cu rity, In c.

Description Qty Rate Amount
1 Unarmed Security Officer w/ marked patrol vehicle 9/18/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/19/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/20/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/21/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/22/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/23/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/24/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/25/2022 from 2400-0800, 1 from 0800-1600 and 1 from 1600-2400
24 45.00 1,080.00
1 Unarmed Security Officer w/ marked patrol vehicle 9/26/2022 from 2400-0800 and 1 from 0800-1530

15.5 45.00 697.50

Page 2 ends

$21,937.50
$0.00
$21,937.50
3279
Law Offices of William D. Ross
400 Lambert Avenue
Palo Alto, CA 94306
Phone: (650) 843-8080
Fax: (650) 843-8093
lawross.com
Invoice To:

City of American Canyon
4381 Broadway, Suite 201
American Canyon, CA 94503
Payable To:
400 Lambert Avenue
Palo Alto, CA 94306
Phone: (650) 843-8080
Fax: (650) 843-8093
lawross.com

INVOICE
Invoice # 10597
Date: 08/17/2022
Invoice Number Total
10597 $8,605.00
Subtotal $8,605.00
Tax $0.00
Amount Due $0.00

Page 1 of 5 ends

ATTACHMENT 5
3280
Law Offices of William D. Ross
400 Lambert Avenue
Palo Alto, CA 94306
Phone: (650) 843-8080
Fax: (650) 843-8093
lawross.com

INVOICE
Invoice # 10597
Date: 08/17/2022
City of American Canyon
4381 Broadway, Suite 201
American Canyon, CA 94503
199/6.92 106 Wilson Way
Date Attorney Notes Quantity Rate Total
07/06/2022 CB Review and revise Inspection/Abatement Warrant; legal research re Municipal and Civil Code procedures;
confer with Mr. Hostetter re same; email to Mr. Ross re same

1.50 $120.00 $180.00
07/06/2022 KH Confer with Mr. Ross re status of Inspection Warrant at 106 Wilson Way; confer with Ms. Bellardo re same;
review and reform revisions

0.50 $250.00 $125.00
07/08/2022 CB Review and revise Ms. Ford Declaration; research re Municipal Code Section 9.04 et seq. and Code of Civil
Procedure 1822.50 et seq. and 731; confer with Mr.

Hostetter multiple times

2.00 $120.00 $240.00
07/08/2022 KH Confer with Mr. Ross re finalizing 106 Wilson Way Affidavit with respect to new facts; analyze and reform Ms. Ford Affidavit re same; confer with Ms. Bellardo re outstanding steps to finalize Warrant; transmit Ford
Affidavit to Ms. Ford; review and analyze response
communication by Ms. Ford re same

1.00 $250.00 $250.00
07/09/2022 CB Review and revise documents for 106 Wilson Way Inspection Warrant and Abatement Order, including Ms.

Ford’s revised Affidavit, Ex Parte Application, Proposed Order, and Memorandum of Points and Authorities

1.50 $120.00 $180.00
07/10/2022 KH Brief review and approval of proposed peer review changes to Ford Affidavit proposed by Ms. Bellardo

0.25 $250.00 $62.50
07/11/2022 CB Review and revise 106 Wilson Way documents 0.50 $120.00 $60.00 07/11/2022 KH Confer with Ms. Bellardo re finalization of 106 Wilson Way and remaining changes to the Inspection Warrant

0.25 $250.00 $62.50
07/12/2022 CB Review and revise 106 Wilson Way Inspection Warrant and Abatement Order documents; confer with Mr.

Hostetter multiple times re same

3.00 $120.00 $360.00
07/12/2022 KH Confirm schedule for Ex Parte Hearings to hear 0.25 $250.00 $62.50

Page 2 of 5 ends

3281
Inspection Warrant in 106 Wilson Way matter
07/13/2022 CB Contact Court re 106 Wilson Way Inspection Warrant Hearing date/time; review and revise Points and
Authorities; research re Abatement Warrant/Order;
confer with Mr. Hostetter multiple times re same

2.50 $120.00 $300.00
07/13/2022 KH Review and reform Memorandum of Points and Authorities re 106 Wilson Way in preparation for filing Ex Parte Application re same; confer with Mr. Ross and
Ms. Bellardo re same

0.75 $250.00 $187.50
07/14/2022 KH Continue review and reform 106 Wilson Way re Points and Authorities in preparation for finalizing same

0.75 $250.00 $187.50
07/15/2022 KH Review and reform Ex Parte Application for Inspection Warrant; confer with Ms. Bellardo re conformity to
supporting documents in preparation for filing same

0.75 $250.00 $187.50
07/20/2022 KH Further revision of Memorandum of Points and Authorities for consistency with Ex Parte Application
and Mr. Ross Declaration; confer with Ms. Ford re
revising of Affidavit

0.50 $250.00 $125.00
07/21/2022 KH Review email from Ms. Ford re status of 106 Wilson Way Warrant Application; confer with Ms. Ford re
same; review revisions to same by Ms. Bellardo; revise
Ford Affidavit to support revised provisions in 106
Wilson Way Points and Authorities to support
abatement and remove outdated violations and include
newer violations

1.00 $250.00 $250.00
07/22/2022 CB Confer with Mr. Ross, Mr. Hostetter and Mr. Schwarz re 106 Wilson Way; continue revision of 106 Wilson Way
documentation (.50)

0.50 $120.00 $60.00
07/22/2022 WR Confer with Mr. Schwarz and Mr. Hostetter re 106 Wilson Way

0.50 $375.00 $187.50
07/22/2022 KH Confer with Ms. Ford re finalizing her Affidavit in support of Inspection Warrant; revise and reform same
per Ms. Ford; revise Points and Authorities consistent
with same; confer with Mr. Schwarz re same

1.50 $250.00 $375.00
07/23/2022 CB Review 106 Wilson Way documentation and gather exhibits for filing

1.50 $120.00 $180.00
07/25/2022 CB Finalize 106 Wilson Way Inspection Warrant and Abatement Order documents; confer with Mr. Ross and
Mr. Hostetter multiple times re same; email with Ms.

Ford re same; research Mr. Schmidt contact
information; review Court docket multiple times after
Hearing for executed Warrant

4.75 $120.00 $570.00
07/25/2022 WR Confer with Ms. Tiffany Ford, Mr. Hostetter and Mr.

Schmidt re Inspection Warrant and timing for access of
property in association with Inspection Warrant

1.25 $375.00 $468.75

Page 3 of 5 ends

3282
07/25/2022 KH Confer with Mr. Ross and Ms. Bellardo re finalizing 106 Wilson Way Warrant Application packet, review, reform
and revise all documents for filing; review for
consistency and proper pleading form; confer with Ms.

Bellardo re ensuring proper filing of same

3.25 $250.00 $812.50
07/25/2022 RK Calendar Ex Parte Hearing for 106 Wilson Way (.25); help with compiling exhibits for Ex Parte documents;
confer with Ms. Bellardo re same (.75)

1.00 $120.00 $120.00
07/26/2022 CB Finalize 106 Wilson Way Inspection Warrant and Abatement Order documents; confer with Mr. Ross and
Mr. Hostetter multiple times re same; email with Ms.

Ford re same; contact Clerk re filings; file Inspection Warrant/Abatement Order; request personal service of
documentation by Ms. Ford; draft Proof of Service;
begin APS research

4.50 $120.00 $540.00
07/26/2022 KH Oversee final review and filing of Application for Ex Parte Warrant for 106 Wilson Way; confer with Mr.

Ross and Ms. Bellardo re filing regulations; direct
personal service of documents to Mr. Schmidt; direct
Proof of Service by Ms. Ford of same

1.50 $250.00 $375.00
07/28/2022 CB Contact Clerk and Court re rejected 106 Wilson Way filing; confer with Mr. Hostetter re same; refile
pleadings; email to Mr. Ross and Mr. Hostetter re same

0.75 $120.00 $90.00
07/28/2022 CB Draft, revise, and review Inspection Warrant; research re same; confer with Mr. Ross and Mr. Hostetter re
same; preparation of physical filing for Court

3.25 $120.00 $390.00
07/28/2022 WR Review and revise Application for Inspection Warrant for 106 Wilson Way after conferring with Ms. Bellardo

1.00 $375.00 $375.00
07/29/2022 CB Confer with Mr. Ross multiple times re Ex Parte Hearing; prepare documentation for Court; efile
Warrant/Order; attempt to locate a Court reporter

1.75 $120.00 $210.00
07/29/2022 WR Preparation for and attendance at Ex Parte Hearing re Inspection Warrant for 106 Wilson Way (2.00); confer
with Ms. Ford re same (.25); return to Court to obtain
Executed Order re same .(25); confer with Mr. Holley re same (.25)

2.75 $375.00 $1,031.25
Quantity Subtotal 46.75
Quantity Total 46.75
Subtotal $8,605.00
Total $8,605.00
Payment (10/04/2022) -$8,605.00
Balance Owing $0.00

Page 4 of 5 ends

3283
Detailed Statement of Account
Other Invoices
Invoice Number Due On Amount Due Payments Received Balance Due 10707 10/13/2022 $19,011.25 $0.00 $19,011.25
Current Invoice
Invoice Number Due On Amount Due Payments Received Balance Due 10597 08/17/2022 $8,605.00 $8,605.00 $0.00
Outstanding Balance $19,011.25
Total Amount Outstanding $19,011.25
Please make all amounts payable to: Law Offices of William D. Ross Payment is due upon receipt.

Page 5 of 5 ends

3284
Law Offices of William D. Ross
400 Lambert Avenue
Palo Alto, CA 94306
Phone: (650) 843-8080
Fax: (650) 843-8093
lawross.com
Invoice To:

City of American Canyon
4381 Broadway, Suite 201
American Canyon, CA 94503
Payable To:
400 Lambert Avenue
Palo Alto, CA 94306
Phone: (650) 843-8080
Fax: (650) 843-8093
lawross.com

INVOICE
Invoice # 10656
Date: 09/13/2022
Invoice Number Total
10656 $19,966.25
Subtotal $19,966.25
Tax $0.00
Amount Due $0.00

Page 1 of 10 ends

3285
Law Offices of William D. Ross
400 Lambert Avenue
Palo Alto, CA 94306
Phone: (650) 843-8080
Fax: (650) 843-8093
lawross.com

INVOICE
Invoice # 10656
Date: 09/13/2022
City of American Canyon
4381 Broadway, Suite 201
American Canyon, CA 94503
199/6.92 106 Wilson Way
Services
Date Attorney Notes Quantity Rate Total
08/01/2022 WR Transmit Inspection Warrant for review by Staff 0.50 $375.00 $187.50 08/01/2022 KH Review status re executed Inspection Warrant for City's immediate use in proceeding with inspection/abatement

0.25 $250.00 $62.50
08/02/2022 RK Review and analysis of Doodle Poll for meeting re 106 Wilson Way; reply to same; confer with Mr. Ross re
confirmation of availability; email and confer with Ms.

Flathers re same; update the calendar with information
for City Council Meeting; confer with Mr. Ross re same

0.50 $120.00 $60.00
08/02/2022 WR Review conditions of property 0.50 $375.00 $187.50 08/03/2022 CB Confer with HHS Department re Mr. Lee Schmidt; research follow up after conference; confer with Mr.

Ross and Mr. Hostetter re same

1.00 $120.00 $120.00
08/03/2022 KH Confer with Ms. Bellardo re options from HHS for a conservatorship and continued enforcement of
Inspection Warrant in preparation for advice to client; analyze memorandum re options for conservatorship

0.50 $250.00 $125.00
08/03/2022 WR Confer with Ms. Ford re inspection of 106 Wilson Way and next steps (.50); confer with Mr. Hostetter re same (.50); confer with Chief Greenberg re same (.25);
meeting with Ms. Lan Nguyen re Development
Application (1.00)

2.25 $375.00 $843.75
08/04/2022 KH Confer with Mr. Ross re the potential of extension of Inspection Warrant in light of vehicles on property and the need for additional inspection and County's
program for assisted living; confer with Ms. Bellardo re obtaining new Declaration from Ms. Ford for renewal of
Inspection and Abatement Warrant

0.50 $250.00 $125.00
08/04/2022 WR Review and revise Declaration of Assistant Chief 1.75 $375.00 $656.25

Page 2 of 10 ends

3286
Comisky with respect to continuing an enlarged
problem onsite for Fire Code compliance (1.00); confer
with Mr. Hostetter re same (.25); confer with Ms. Ford
re verification of quantification of abandoned vehicles on property (.50);
08/05/2022 KH Review email from Mr. Comisky re external inspection of property for Fire Code violations; confer with Mr.

Ross and Ms. Bellardo re integrating Declaration re
renewal of Inspection Warrant

0.50 $250.00 $125.00
08/07/2022 CB Draft Application, Affidavit, and Declaration re 106 Wilson Way Inspection Warrant extension; email same
to Mr. Hostetter

1.50 $120.00 $180.00
08/07/2022 KH Initial review of Comisky Affidavit for renewal of Inspection Warrant for further refinement

0.25 $250.00 $62.50
08/08/2022 CB Review and revise extension of deadline Application, Declaration, and Affidavit re 106 Wilson Way

0.75 $120.00 $90.00
08/08/2022 KH Review, analyze, and reform Affidavit for Extension/ Renewal of Inspection Warrant; confer with Mr. Ross
and Ms. Bellardo re same; analyze Fire Code for
potential additional violations

1.25 $250.00 $312.50
08/10/2022 CB Research re vehicle abatement; confer with Mr.

Hostetter multiple times; review and revise Affidavit to Renew Inspection Warrant; conference with Mr. Ross,
Mr. Schwarz, Mr. Hostetter re strategy; draft Notice of Intent to Abate and Remove Abandoned Vehicle; email
of same to Mr. Ross, Mr. Schwarz, Mr. Hostetter;
request Abatement quotes; confer with three (3)
abatement companies

3.50 $120.00 $420.00
08/10/2022 WR Participation in 106 Wilson Way follow-up meeting 0.50 $375.00 $187.50 08/10/2022 KH Confer with Ms. Bellardo re research re City procedures for abatement of vehicles; review and conduct own
research; strategy conference call with Ms. Bellardo
and Mr. Ross re abatement of vehicles; review and
reform Notice of Intent to Abate in preparation for
advice to client; additional strategy discussion re
additional abatement procedures; review potential
abatement companies and potential to use Police
Department to abate vehicles; confer with Mr. Ross re
same; reform Application for Renewal of Abatement
Warrant

2.50 $250.00 $625.00
08/10/2022 WR Instructions re cost for cleanup bid estimates (.25); confer with Mr. Hostetter re extension of Inspection
Warrant and needed supporting evidence (.25); confer
with Chief Greenberg re law enforcement jurisdiction for abandoned vehicles (.25)

0.75 $375.00 $281.25
08/11/2022 CB Research Vehicle Abatement Procedure, general and vehicle abatement cost recovery; draft, review, revise

5.50 $120.00 $660.00

Page 3 of 10 ends

3287
and email on Vehicle Abatement Procedure and
recovery of abatement costs to Mr. Ross, Mr. Hostetter, and Mr. Schwarz; review and revise Warrant renewal
documents; confer with Mr. Hostetter multiple times
08/11/2022 RK Confer with Mr. Ross re obtaining Title Report for 106 Wilson Way, confer with Mr. Kevin Dornbush at First
American Title re obtaining Title Report for 106 Wilson Way, emails re same; order Title Report

1.25 $120.00 $150.00
08/11/2022 KH Review additional Abatement Procedures for expediting the abatement of 106 Wilson Way; review and analyze
research re City Vehicle Abatement Procedures; confer
with Ms. Bellardo re same; transmit same to Mr.

Cooper; confer with Mr. Cooper re effectuating posting
of vehicle notices on vehicles prior to Warrant expiring; confer with Mr. Ross re Title Report for 106 Wilson
Way; direct obtaining of Title Report re same

1.75 $250.00 $437.50
08/12/2022 CB Review and revise for Warrant renewal; confer with multiple abatement companies re availability and
quotes; coordinate site visit with Mr. Hostetter; confer with Mr. Ross and Mr. Hostetter multiple times; begin
drafting Nuisance Complaint; draft Remote Hearing
Notice; contact Clerk and Court for follow up; set up
Renewal Hearing

2.75 $120.00 $330.00
08/12/2022 KH Review and reform renewal of abatement proceedings documents; confer 2x with Mr. Cooper re abatement
companies' quotes and procedure when Ms. Ford is
gone; confer with Mr. Ross re same; review email from
Mr. Cooper re successful posting of notices on
vehicles; confirm mailing of notices as well; review and reform Affidavit of Comisky in support of renewal of
abatement; confer with Ms. Bellardo re same; review
email from Mr. Comisky re same; draft email to Mr.

Comisky re executed Affidavit; review and analyze
executed Affidavit in preparation of filing same; confirm procedures for Zoom appearance; confer same with
Ms. Bellardo

1.50 $250.00 $375.00
08/14/2022 CB Draft Nuisance Complaint 1.00 $120.00 $120.00 08/15/2022 CB Finalize all Warrant renewal documentation; confer with Mr. Ross and Mr. Hostetter multiple times; contact
Court to verify Judicial Officer; file all Warrant renewal documents with the Court; draft Declaration of NonNotice; confer with Mr. Hostetter re same file; file same with Court

5.00 $120.00 $600.00
08/15/2022 DS Review Title Report re 106 Wilson Way and confer with Mr. Ross re strategy for nuisance abatement and Court
Order re same

0.25 $250.00 $62.50
08/15/2022 KH Draft Closed Session memorandum re status of 106 Wilson Way; confer with Mr. Ross re same; reform per
Mr. Ross; direct and review research re law

3.00 $250.00 $750.00

Page 4 of 10 ends

3288
differentiating renewal and extension of Warrant; confer with Ms. Bellardo re same; review, analyze, and reform
Application and supporting documents for Ex Parte
Order renewing Warrant and Abatement Order;
oversee filing of same; analyze research re timeline for Appeal of automobile abatement in preparation for
advice to client; confer with Mr. Ross re same; review
law re notice declaration for ex parte appearance for
Warrant renewal; analyze and reform same; confer with
Mr. Schwarz re City limits for expenditures on with
respect to abatement costs in preparation for advice to client; analyze current expenditure delegations re
same; review research on appointed Vehicle
Abatement Officer in preparation for advice to client
08/16/2022 CB Confer with Mr. Hostetter multiple times re Ex Parte Hearing; draft and file Notice of Remote Appearance for Mr. Hostetter; confer with Mr. Ross re hearing; begin
drafting first Warrant Return

2.75 $120.00 $330.00
08/16/2022 WR Confer with Mr. Hostetter re Ex Parte Hearing (.25); confirm timing for Property clean up and necessity for
further inspection to clarify content in view of Ms. Ford's findings (.25)

0.50 $375.00 $187.50
08/16/2022 RK Review and analysis of Title Report received from First American Title; forward same to Mr. Ross and Mr.

Hostetter for review

0.50 $120.00 $60.00
08/16/2022 KH Prepare for and attend Ex Parte Hearing for renewal of Warrant; confer with Ms. Bellardo re same; confer with
Mr. Ross re outcome of Warrant Hearing; revise Closed
Session memorandum re same in preparation for
advice to client; direct additional quotes for abatement including request from 188 abatement; review and
analyze Title Report for 106 Wilson Way for potential
clouds on title for liens; confer with Mr. Ross re same

2.50 $250.00 $625.00
08/17/2022 CB Confer with Mr. Hostetter; continue to draft Warrant Return

0.25 $120.00 $30.00
08/18/2022 CB Finalize 106 Wilson Way Warrant Return; email same to Mr. Hostetter; email with Mr. Ross and Mr. Hostetter re demand for public hearing

0.50 $120.00 $60.00
08/18/2022 KH Confer with Ms. Bellardo re return needed for initial Inspection Warrant; review and reform and approve
form Return; confer with Mr. Ross re same; review
email to Ms. Geilfuss re review of mail for potential
Appeals of Vehicle Abatement Notices; message to Ms.

Geilfuss re same; confer with Mr. Ross re same

0.50 $250.00 $125.00
08/19/2022 KH Direct obtaining of multiple bids for abatement; review proposal re same; review County animal control
procedures re same; review email from Mr. Cooper re
moving forward with abatement company; confer with
Mr. Cooper re same and timeline for execution of

1.50 $250.00 $375.00

Page 5 of 10 ends

3289
Warrant/Order; confer with Mr. Ross re same
08/22/2022 CB Finalize Warrant Return; confer with Mr. Hostetter multiple times re same; email Ms. Ford and Mr. Cooper
re same; confer with abatement company about
proposal; confer with Mr. Hostetter and Mr. Ross re
same; draft and transmit email to Ms. Ford and Mr.

Cooper re same and Project coordination; file
Inspection Warrant Return with Court

3.50 $120.00 $420.00
08/22/2022 WR Confirm content of return on initial Inspection Warrant (.25); confer with Mr. Hostetter re sequential
remediation on site within contract authority of City
Manager (.25); confer with Ms. Ford re continual
inspection of property (.25); confirm timing with respect to abandoned vehicle removal (.25)

1.00 $375.00 $375.00
08/22/2022 KH Confer with Mr. Ross and Ms. Bellardo re continued abatement efforts; draft status email to Ms. Ford re
continuing to proceed with abatement under renewed
Warrant; confer with Ms. Ford and Mr. Cooper re same;
final review of approval and oversee the filing of Return on original Warrant; multiple calls with Ms. Ford and Mr.

Cooper re arranging for abatement; confer with Mr.

Ross re same; review Mr. Cooper's final changes to
Return on Warrant; finalize same; draft email to Ms.

Geilfuss reminding review of City desk to determine if
an Appeal on vehicle abatement has been lodged

2.00 $250.00 $500.00
08/23/2022 CB Confer with Mr. Hostetter multiple times; confer with abatement company re proposals; confer with Mr. Ross
and Mr. Hostetter re proposals and Council direction;
review and revise memorandum re same

2.00 $120.00 $240.00
08/23/2022 WR Confer with Ms. Ojeda and Mr. Hostetter re further implementation of 106 Wilson Way cleanup;
documentation for same (.50); confer with Ms. Ford re
same and continued inspection of property (.25)

0.75 $375.00 $281.25
08/23/2022 KH Confer with Ms. Ford and Mr. Cooper re abatement efforts; direct obtaining proposal for Central Valley
Environmental (CVE) for abatement; analyze and
research City limits for expenditures to pay for
abatement; obtain and review new bid split into multiple proposals; review email approval from Mr. Holley;
review email from Ms. Ojeda requesting confirmation of
City Council approval for additional expenditures;
strategy conference call with Mr. Ross and Mr. Schwarz
re same; draft confirming memorandum to Ms. Ojeda re
same; revise per Mr. Ross; finalize same and cause to
be transmitted to Mr. Holley and Ms. Ojeda; confer with Ms. Ford and Mr. Cooper re same; confirm and reject
other abatement company bid involvement as untimely

2.50 $250.00 $625.00
08/25/2022 WR Confirm transmittal of Agreements for clean-up on August 29th and 30th after conferring with Ms. Ford

0.50 $375.00 $187.50

Page 6 of 10 ends

3290
08/25/2022 KH Continue to oversee abatement proceedings; confer with Ms. Ford and Mr. Cooper re same; confer with Mr.

Ross re same; draft email directing Ms. Ford to proceed with executing Abatement Contract; review email from
Ms. Ojeda questioning whether abatement proposal
must be paid up front; or whether its an invoice; draft email to Ms. Ojeda re same; confer with Mr. Villereal re same

2.25 $250.00 $562.50
08/26/2022 CB Confer with Mr. Ross and Mr. Hostetter multiple times; phone calls and text message to Ms. Jones re status of
Docusign proposal; standard form Agreement for
contract for services; confer with Mr. Hostetter and Mr.

Schwarz re same; transmittal to Ms. Ford and Chief
Greenburg re deputy presence on site at time of clean
up

1.00 $120.00 $120.00
08/26/2022 WR Confirm approval and execution of CVE proposals for site clean up and radiation (.50); confirm schedule with Ms. Ford after confirming presence of police officer on site with Chief Greenberg (.50); confirm timing of
vehicle abatement with Mr. Hostetter (.25)

1.25 $375.00 $468.75
08/26/2022 KH Continue to oversee abatement proceedings; confer with Ms. Ford re execution of final Contract with
abatement company; direct additional abatement
company to be contacted to decline their services due
to untimeliness; confirm abatement company is
prepared to begin abatement on August 29, 2022;
confer with Mr. Ross and Ms. Bellardo several times to
effectuate same

2.00 $250.00 $500.00
08/29/2022 WR Telephone calls with Ms. Ford and Mr. Holley re implementation of Order (.75); verification of no appeals filed on abandoned vehicles on site (.25)

1.00 $375.00 $375.00
08/29/2022 CB Confer with Mr. Hostetter multiple times re status of active abatement and vehicle abatement; begin
research re Lee Schmidt AKA; legal research re
returned notices under Municipal Code and State
Vehicle Code; confer with Mr. Hostetter multiple times
re same; confer with Ms. Ford multiple times re status
of active abatement; confer with Ms. Foster re NCIC/
Triple I

3.00 $120.00 $360.00
08/29/2022 KH Continue to oversee abatement proceedings; confer with Ms Ford multiple times re same; review returned
mailed Notice of Vehicle Abatements; direct
investigation into the potential of returned mailed
notices belonging to Mr Schmidt; confer with Ms Ford
re same; confer with Mr. Ross and Ms. Bellardo re
same; review email to Mr. Greenberg requesting 3i
Report re same; review email re inability to do so
because of non-criminal matter; confer with Mr. Ross re strategy for abatement going forward

2.50 $250.00 $625.00
08/30/2022 CB Confer with Mr. Hostetter re legal research into Vehicle 3.75 $120.00 $450.00

Page 7 of 10 ends

3291
Code and returned notices; continue research into Mr.

Schmidt AKA; review existing documentation and code
citations and administrative citations re same; review of Title Report re same; confer with Mr. Hostetter and Mr.

Ross multiple times re status of NCIC/Triple I; draft,
review, revise, and send communication to Ms. Detwiler
re same; confer with Ms. Ford and Mr. Hostetter
multiple times re status of active abatement; confer with Mr. Hostetter and Mr. Ross re extension due to more
time needed by CVE to abate; begin drafting extension
paperwork
08/30/2022 WR Final request to Napa County Sheriff re verification of information on specific identified abandoned vehicles
on site

0.25 $375.00 $93.75
08/30/2022 KH Continue to oversee abatement proceedings; confer with Ms. Ford multiple times re same; review returned
mailed notice of vehicle abatements; continue to verify known aliases of Mr. Schmidt to ensure abatement of
vehicles; confer with Ms. Ford re more time needed for
abatement due to unforseen scope of work and
interference of resident; strategy conference with Mr.

Ross and Ms. Bellardo; begin drafting and review the
Application for Extension of Warrant/Order; confer with Ms. Ford re same; confer with Mr. Ross re necessary
involvement of additional City personnel including law
enforcement; review and analyze new evidence
supporting abatement extension; confer with Mr.

Cooper re same; continue reviewing and drafting
Application for Extension and review applicable law and evidence in support

3.50 $250.00 $875.00
08/31/2022 CB Confer with Ms. Ford, Mr. Hostetter, and Mr. Ross multiple times re current abatement process and
progress; confer with Mr. Hostetter and Mr. Ross re
strategy for abatement and further abatement
proceedings going forward, and extension especially
with current Property Owner interference; legal
research and analysis of cost recovery; email to Mr.

Ross and Mr. Hostetter re same; legal research re
Owner interference, criminal and civil penalties, and
ability to arrest; confer with Mr. Hostetter and Mr. Ross multiple times re same; draft, review, and revise all
pleadings for Application for Extension of Inspection
Warrant and Abatement Order; confer with Mr.

Hostetter and Ms. Ford multiple times re Ford Affidavit; revise and final same; compile all documents for filing; file same

8.50 $120.00 $1,020.00
08/31/2022 CB Troubleshoot eFiling issues (N/C) 2.00 $0.00 $0.00 08/31/2022 WR Confer with Mr. Holley, Mr. Cooper, Mr. Hostetter and Chief Greenberg re implementation of exisiting
Inspection Warrant and Removal Order (.50); service of
Notice of Ex Parte Hearing for Extension on Mr. Schmitt (.25); confer with Mr. Hostetter re additional evidence in

1.25 $375.00 $468.75

Page 8 of 10 ends

3292
support of Extension (.50)
08/31/2022 RK Confer with Ms. Bellardo re filing of Ex Parte Application for Extension to Inspection Warrant; review of same; try to fix issues with the same for filing

0.50 $120.00 $60.00
08/31/2022 KH Continue to oversee abatement proceedings; review, reform, and finalize the Application for Extension of
Warrant/Order; confer multiple times with Ms. Bellardo
re same; confer multiple times with Mr. Ross re same;
confer with Ms. Bellardo re difficulties with filing system, and ensuring filing is completed; confer with Mr. Ross
re same

3.00 $250.00 $750.00
Quantity Subtotal 98.25
Services Subtotal $19,286.25
Expenses
Date Notes Quantity Rate Total
08/11/2022 Preliminary Title Report 1.00 $500.00 $500.00 08/31/2022 LexisNexis 1.00 $180.00 $180.00
Expenses Subtotal $680.00
Quantity Total 98.25
Subtotal $19,966.25
Total $19,966.25
Payment (10/31/2022) -$19,966.25
Balance Owing $0.00
Detailed Statement of Account
Other Invoices
Invoice Number Due On Amount Due Payments Received Balance Due 10707 10/13/2022 $19,011.25 $0.00 $19,011.25
Current Invoice
Invoice Number Due On Amount Due Payments Received Balance Due

Page 9 of 10 ends

3293
10656 09/13/2022 $19,966.25 $19,966.25 $0.00
Outstanding Balance $19,011.25
Total Amount Outstanding $19,011.25
Please make all amounts payable to: Law Offices of William D. Ross Payment is due upon receipt.

Page 10 of 10 ends

3294
Law Offices of William D. Ross
400 Lambert Avenue
Palo Alto, CA 94306
Phone: (650) 843-8080
Fax: (650) 843-8093
lawross.com
Invoice To:

City of American Canyon
4381 Broadway, Suite 201
American Canyon, CA 94503
Payable To:
400 Lambert Avenue
Palo Alto, CA 94306
Phone: (650) 843-8080
Fax: (650) 843-8093
lawross.com

INVOICE
Invoice # 10707
Date: 10/13/2022
Invoice Number Total
10707 $19,011.25
Subtotal $19,011.25
Tax $0.00
Amount Due $19,011.25

Page 1 of 9 ends

3295
Law Offices of William D. Ross
400 Lambert Avenue
Palo Alto, CA 94306
Phone: (650) 843-8080
Fax: (650) 843-8093
lawross.com

INVOICE
Invoice # 10707
Date: 10/13/2022
City of American Canyon
4381 Broadway, Suite 201
American Canyon, CA 94503
199/6.92 106 Wilson Way
Services
Date Attorney Notes Quantity Rate Total
09/01/2022 CB Legal research re extent of abatement; confer with Mr.

Hostetter multiple times re same; confer with Mr. Ross
and Mr. Hostetter multiple times re status of abatement; confer with Mr. Ross and Mr. Hostetter for preparation
of Court Hearing; confer with Sheriff's Office re AKAs
and vehicles; email re same to Ms. Detwiler, Mr. Ross,
and Mr. Hostetter

2.25 $120.00 $270.00
09/01/2022 CB Attend Strategy Session and Court Hearing (1.00)(N/C) 1.00 $0.00 $0.00 09/01/2022 RK Confer with Mr. Hostetter re review of files for litigation involving nuisance complaints; review of files for same; forward information to Mr. Hostetter for review (1.00)
(.50) (N/C)

0.50 $120.00 $60.00
09/01/2022 KH Confer with Mr. Ross re preparation for Ex Parte Hearing on the Extension of Warrant; confirm filing of
supporting documents re same; prepare for and attend
Ex Parte Hearing; draft summary of results of Ex Parte
Hearing for City use; review per Mr. Ross; confer with
Mr. Ross re same; review email from Chief Greenberg
re same; confer with Mr. Ross re confirmation of
security company for 106 Wilson Way after Extension
of Warrant; continue to oversee abatement procedures
including verifying the identity of Property Owner's
alias; confer with Ms. Bellardo re potential Nuisance
Complaint

2.75 $250.00 $687.50
09/01/2022 WR Confer with Mr. Hostetter re Ex Parte Order (.25); confirm implementation with Ms. Ford; confer with CVE
representatives re extent of contract and prospective
schedule (.25); confer with Chief Greenberg re same
(.25); confer with Mr. Schwarz and Mr. Hostetter re
remediation and assistance for Owner (.75) (.25) (N/C)

1.25 $375.00 $468.75

Page 2 of 9 ends

3296
09/01/2022 DS Review materials and assist in preparing for Court Hearing re Extension of Inspection Warrant/Abatement
Order; confer with Mr. Hostetter re same (.50) (.25) (N/ C)

0.25 $250.00 $62.50
09/02/2022 CB Participation in strategy meeting; confer with Mr.

Hostetter re strategy going forward and Nuisance
Complaint; draft same; contact Court multiple times for signed copy of Order; email of same to City abatement
team

2.00 $120.00 $240.00
09/02/2022 KH Attend abatement team strategy meeting; oversee abatement proceedings including conferring with Mr.

Cooper and Ms. Ford; review current status re same;
review proposed Agreement with security company;
research restrictions of security when not business
hours of Warrant; confer with Ms. Bellardo re same in
preparation for advice to client

2.25 $250.00 $562.50
09/02/2022 WR Participate in status conference re abatement efforts; retention of Security Service; citations for debris in
public right-of-way; distribution of Court Order (.75) (N/ C)

0.75 $0.00 $0.00
09/04/2022 CB Draft Nuisance Complaint 4.00 $120.00 $480.00 09/04/2022 KH Review and analysis of draft Nuisance Complaint preparation revising and drafting same; reform same
(1.50) (.50) (N/C)

1.00 $250.00 $250.00
09/05/2022 CB Review and revise Nuisance Complaint; confer with Mr.

Hostetter multiple times re same; confer with Mr.

Schwarz re same

5.00 $120.00 $600.00
09/05/2022 KH Review, reform and finalize Nuisance Complaint; confer with Mr. Ross and Ms. Bellardo re same; oversee filing
of same; research applicable Court Rules; confer with
Ms. Kirk re same

4.50 $250.00 $1,125.00
09/06/2022 CB Confer with Mr. Hostetter multiple times re Nuisance Complaint and content of Coroner's Report and Fire
Report re Schmidt behavior the night of the fire; confer with Mr. Ross re same; draft email to Greenberg re
Incident Report; email same to Mr. Hostetter; continue
to review and revise Nuisance Complaint; research on
Municipal Code re animal keeping standards; confer
with Mr. Hostetter re same; locate and send Contract
for Delta One; review of Civil Case Cover Sheet;
preliminary research on case preference and
precedence; confer with Mr. Hostetter re same;
research of specific injunctive relief; confer with Mr.

Hostetter re same (6.50) (1.50) (N/C)

5.00 $120.00 $600.00
09/06/2022 RK Confer with Mr. Hostetter several times re filing of Complaint for 106 Wilson Way; research re
requirements for filing and documents re same;
preparation of Civil Case Cover Sheet and Summons;

2.00 $120.00 $240.00

Page 3 of 9 ends

3297
research re entitlement to preference (3.00) (1.00) (N/ C)
09/06/2022 KH Confer with Ms. Bellardo re status of amendments to Complaint; confer with Mr. Ross re same; review
research re conservatorship for potential inclusion in
Complaint; direct Ms. Kirk re Civil Case Cover Sheet
and additional documents that must be filed along with
Nuisance Complaint; review Mr. Ross changes to
Complaint; confer with Ms. Bellardo re additions to
Complaint; reform Complaint re same; oversee and
review additional procedural documents to accompany
Complaint; review law re preference and precedence
granted to abatement cases; research same; direct
further research re same; draft email to Chief
Greenberg re Incident Report for 106 Wilson Way fire;
review and analyze Incidence Report re same; review
law re mandatory/temporary injunctions and further
authority for preference; review and reform draft
Complaint prior to sending to Mr. Holley for review;
confer with Ms. Bellardo re additions needed for
Complaint prior to filing (5.25) (.50) (N/C)

4.75 $250.00 $1,187.50
09/06/2022 WR Revise and final advice memorandum to Council (.75); confer with Delta 1 re status of onsite security (.25) (N/ C); confer with Mr. Holley re Agreement and approval
(.25) (N/C)

0.75 $375.00 $281.25
09/07/2022 CB Review and revise Nuisance Complaint; research on receivership; memorandum to Mr. Ross and Mr.

Hostetter re same; confer with Mr. Ross and Mr.

Hostetter re same; retrieval of Oakand v. Chau
Complaint; review of same; confer with Mr. Hostetter re same; further research re injunctive relief prayer; confer with Mr. Hostetter re same; review Civil Case Cover
Sheet and Summons; confer with Mr. Hostetter and Ms.

Kirk re Summons; preparation of final Complaint packet
for efiling; efile same; research on Temporary
Restraining Order (TRO) process; communication of
same to Mr. Hostetter

5.00 $120.00 $600.00
09/07/2022 KH Confer with Ms. Bellardo re status re potential of receivership for Mr. Schmidt as part of Complaint;
review order proposal for receivership; confer with Mr.

Ross and Ms. Bellardo re additional refinements
needed for Nuisance Complaint finalization; review
amendments to Complaint in preparation for filing
Complaint; final review and approval of Complaint;
confer with Ms. Bellardo re options for injunctive relief after Complaint is served on Mr. Schmidt

2.50 $250.00 $625.00
09/07/2022 RK Confer with Ms. Bellardo re filing of Summons; continue research re same (1.00) (.25) (N/C)

0.75 $120.00 $90.00
09/07/2022 WR Confirm content of Nuisance Complaint after review; approve for filing

1.00 $375.00 $375.00

Page 4 of 9 ends

3298
09/07/2022 DS Review and revise draft materials re Nuisance Complaint to be filed with the Superior Court re clean
up and abatement at the Property; confer with Mr.

Hostetter and Ms. Bellardo re same; review and
supplement legal authority for including in the
supporting legal Brief

2.50 $250.00 $625.00
09/08/2022 RK Confer with Ms. Nicole Hall re Agreement with Delta One Security; review of files for information re same;
email to attorneys re same (1.00) (.50) (N/C)

0.50 $120.00 $60.00
09/08/2022 WR Confer with Mr. Cooper re current status (.25); confirm next steps in Nuisance Complaint litigation (.25) (N/C)

0.25 $375.00 $93.75
09/09/2022 CB Confer with Mr. Ross, Mr. Schwarz, and Mr. Hostetter re Nuisance Complaint and TRO; update efilings; call to clerk re filings

0.50 $120.00 $60.00
09/09/2022 KH Confer with Mr. Ross re Nuisance Complaint filing and service issues; research TRO law for filing next week to take control of 106 Wilson Way property; confer with
Mr. Ross re same and Ms. Bellardo re strategy re same

2.25 $250.00 $562.50
09/10/2022 CB Research, review, and confirm legal standards re TRO and Preliminary Injunction; draft preliminary arguments re same; confer with Mr. Hostetter multiple times re
same; draft email re same to Mr. Ross, Mr. Hostetter,
and Mr. Schwarz

3.00 $120.00 $360.00
09/10/2022 KH Confer with Ms. Bellardo re necessity for compelling irreparable harm for immediate TRO versus a later
temporary injunction in preparation for advice to client

0.50 $250.00 $125.00
09/12/2022 KH Confer with Mr. Ross re service of Nuisance Complaint by Deputy and form of temporary relief sought in
preparation for advice to client; analyze law re
applicability of receivership to prevent nuisance; confer with Ms. Bellardo re same; confirm status of filed
Complaint

0.75 $250.00 $187.50
09/12/2022 CB Draft Application for Preliminary Injunction/TRO; review filings re same; confer with Mr. Hostetter re same;
obtain service documentation; email to Chief re same

1.00 $120.00 $120.00
09/12/2022 WR Confer with Ms. Ford and Mr. Hostetter re service of Nuisance Complaint and status of cleanup onsite (.75)
(.25) (N/C)

0.50 $375.00 $187.50
09/13/2022 KH Confer with Mr. Ross re Demolition Permit needed to be transferred re completing residential building
demolition; review and analyze remaining structures to
be demolished; draft email to Ms. Trimberger re
transfer of Demolition Permit; oversee abatement
efforts at 106 Wilson Way

1.00 $250.00 $250.00
09/14/2022 CB Confer with Mr. Hostetter multiple times re progress of abatement; strategy conference with Mr. Ross and Mr.

0.50 $120.00 $60.00

Page 5 of 9 ends

3299
Hostetter re TRO/Nuisance Complaint
09/14/2022 KH Oversee abatement efforts at 106 Wilson Way; analyze and confirm Demolition Permit transfer to Mr. Villareal; confer with Mr. Villareal re same; confer with Mr.

Cooper and Mr. Ross re same; review email from Mr.

Cooper re same; draft email to Mr. Cooper re same

2.00 $250.00 $500.00
09/14/2022 WR Meet onsite with Ms. Ford and Mr. Chad Jones of CVE to review status (1.25); dictate summary of
conversation with Property Owner (.50)

1.75 $375.00 $656.25
09/15/2022 CB Confer with Mr. Hostetter re whether another extension is required; confer with Mr. Ross and Mr. Hostetter re
same; contact Court to be put on Ex Parte calendar for
September 16, 2022; provide telephonic notice of same
to Mr. Schmidt; draft filings for extension; email of same to Mr. Hostetter for review; confer with Mr. Hostetter
multiple times re same; confer with CVE multiple times
re same

5.50 $120.00 $660.00
09/15/2022 KH Confer with Mr. Ross and Ms. Bellardo in preparation for Inspection Warrant; review email from Ms. Ford re
status of abatement; confer with Ms. Villareal re timing of abatement of the building; confer with Mr. Cooper re same; strategy conference with Ms. Bellardo and Mr.

Ross re finalizing abatement; confer with Ms. Bellardo
re draft Warrant; review and revise same; review email
from Mr. Villareal re extension needed for abatement of building; confer with Ms. Bellardo re same; draft email to Mr. Holley and Mr. Cooper with associated proposal
to remove building; review same; review final
verification of inoperable vehicles let on property;
confer with Mr. Villareal re Inspection Warrant to be
transmitted to tow company; confer with Ms. Bellardo to ensure completion of same

3.50 $250.00 $875.00
09/16/2022 CB Review and confirm final Municipal Code and Health and Safety Code citations for Application; confer with
Mr. Hostetter re finalizing filings; efiling same; confer with Mr. Hostetter re developments at Property
yesterday during vehicle abatement; confer with Mr.

Hostetter multiple times about hearing and abatement
issues; contact Court re Hearing; attend Extension
Hearing; draft and send mental health resources for Mr.

Schmidt to Mr. Ross; distribution of signed Order

2.00 $120.00 $240.00
09/16/2022 WR View site; confer with Ms. Ford, Contractor, Chief Greenberg and Mr. Hostetter re condition of property
and next steps (1.50) (.25) (N/C)

1.25 $375.00 $468.75
09/16/2022 KH Oversee 106 Wilson Way abatement; multiple calls to Mr. Villareal, Mr. Ross; oversee filing of Warrant;
preparation for Extension Warrant Hearing; attend
Warrant Hearing; confer with Mr. Ross re additional 106 Wilson Way tenant information; strategy conference
with Mr. Ross re medical intervention; review email

3.75 $250.00 $937.50

Page 6 of 9 ends

3300
from Mr. Cooper re service of Warrant; draft email to
Mr. Cooper re same
09/16/2022 DS Review and assist with preparation of materials for Ex Parte Hearing on Inspection Warrant; confer with Mr.

Hostetter and Ms. Bellardo re same; confirm legal
authority in Health and Safety Code, Building Code,
and City Municipal Code for supporting abatement re
burnt or charred structures and building materials

1.75 $250.00 $437.50
09/19/2022 WR Confer with Ms. Ford re status (.25); confer with Mr.

Cooper re status and service of extended Warrant and
Order (.25)

0.50 $375.00 $187.50
09/19/2022 KH Confer with Ms. Ford re status of final abatement for closing out file on same in preparation for advice to
client

0.25 $250.00 $62.50
09/20/2022 KH Confer with Ms. Ford re status of chimney removal for final inspection in prepration for closing out abatement process

0.25 $250.00 $62.50
09/21/2022 CB Confer with Mr. Hostetter re coordination with CVE, quote, and Demolition Permit/scope of work re
chimney/fireplace (N/C)

0.25 $0.00 $0.00
09/21/2022 KH Oversee finalization of abatement proceedings; confer with Mr. Villareal and Mr. Cooper re outstanding
chimney left on the property; confer with Mr. Ross re
same; review scope of work for abatement and
Demolition Permit re same; draft email to Ms. Ford re
finalizing inspection of property for current code
violations; confer with Ms. Ford re same

1.75 $250.00 $437.50
09/22/2022 CB Confer with Mr. Hostetter re code violation inspection and final determination of scope of work completed in
preparation for conference with Mr. Ross; confer with
Mr. Hostetter and Mr. Ross to determine next steps

0.50 $120.00 $60.00
09/22/2022 KH Oversee finalization of 106 Wilson Way remediation; confer with Mr. Cooper re same; confer with Mr. Ross
re same; confer with Mr. Villareal re same in
preparation for finalizing same; draft memorandum to
Ms. Ford and Mr. Cooper re necessary property
inspection; revise per Mr. Ross re same; finalize and
transmit same; review email from Mr. Cooper re
inspection of 106 Wilson Way property; confer with Mr.

Ross re outstanding cleanup issues; draft email to Mr.

Villareal re same

2.75 $250.00 $687.50
09/23/2022 KH Confer with Mr. Cooper re remaining abatement issues on 106 Wilson Way property; confer with Ms. Bellardo
and Mr. Schwarz re same in preparation for advice to
client

1.00 $250.00 $250.00
09/26/2022 CB Confer with Mr. Hostetter multiple times re security team, mental health resources, Warrant Return, and

0.50 $120.00 $60.00

Page 7 of 9 ends

3301
status memorandum
09/26/2022 KH Oversee finalization of termination of abatement actions; confer with Mr. Cooper re terminating security; research receivership and mental health options for
Property Owner in preparation for advice to client; draft email to abatement team re finalization of security at
property and outstanding wrap-up matters; confer with
Delta One Security 2x; strategy conference with Ms.

Bellardo and Mr. Schwarz re same in preparation for
advice to client

2.50 $250.00 $625.00
09/27/2022 KH Review and analyze final Scope of Work Report from Mr. Villareal; draft email to Mr. Villareal re same in
preparation for advice to client

0.50 $250.00 $125.00
09/28/2022 KH Review email from Mr. Ross re final issues re 106 Wilson way; draft email to Mr. Ross re same

0.25 $250.00 $62.50
Quantity Subtotal 95.0
Services Subtotal $18,891.25
Expenses
Date Notes Quantity Rate Total
09/30/2022 LexisNexis 1.00 $120.00 $120.00
Expenses Subtotal $120.00
Quantity Total 95.0
Subtotal $19,011.25
Total $19,011.25
Detailed Statement of Account
Current Invoice
Invoice Number Due On Amount Due Payments Received Balance Due 10707 10/13/2022 $19,011.25 $0.00 $19,011.25
Outstanding Balance $19,011.25
Total Amount Outstanding $19,011.25
Please make all amounts payable to: Law Offices of William D. Ross

Page 8 of 9 ends

3302
Payment is due upon receipt.

Page 9 of 9 ends

3303

Page 1 of 1 ends

Subject: Time calcula*ons for 106 Wilson Way
Date: Friday, October 28, 2022 at 2:27:40 PM Pacific Daylight Time From: Tiffany Ford <[email protected]>
To: William Ross <[email protected]>
CC: Kypros HosteQer <[email protected]>, Chris*na Bellardo <[email protected]>, Brent Cooper <[email protected]>
Good afternoon Bill,
I have calculated that I’ve spent approximately 875 minutes on enforcement for 106 Wilson Way. My fully burdened hourly rate is $127.99 for code enforcement. Here’s how I did the math:
845 minutes divided by 60 = 14.5 hours x $127.99 = $1,866.52 Please let me know if you need anything else.

Kind regards,
Tiffany Ford Tiffany Ford
Code Enforcement Officer, Community Development Department Code Enforcement Officer, Community Development Department City of American Canyon | 4381 Broadway Street, Suite 201 | American Canyon, CA 94503
(707)647-4599 | [email protected]
ATTACHMENT 6
3304

PROCEEDINGS AND ACCOUNTING REPORT

PUBLIC NUISANCE VEHICLE ABATEMENT
I. LOCATION/LEGAL:

Assessor’s Parcel Number: 058-370-002
Address: 106 Wilson Way
II. FIVE OF THE FOLLOWING VEHICLES REMOVED AND DISPOSED OF (see photos):

Plate VIN Year Make Model Color
8R74803 JT4YR29V4G5001054 1986 Toyota Van Unknown
4R05108 JT4YR29V8G5027169 1986 Toyota Van Unknown
8H13117 JT4YR29VXH5057632 1987 Toyota Cargo Van Unknown 812UTK JT2AL32V1G3638037 1986 Toyota Tercel Silver
128WKW JT2AL32H8E3562260 1984 Toyota Tercel Blue
2AGW852 E11HHEF4502 1979 Ford Unknown Brown/Tan
2S43468 1FTEE14F1FHC09110 1985 Ford F-150 Unknown
571KZR JT5RN44D0D1146584 1984 Toyota Pick-up Unknown
1G59358 Unknown UNK Dodge Van Brown
III. PROCEDURE:
a. Ex-Parte Application filed:
b. Inspection Warrant/Abatement Order Issued:
c. Notice of Violation Posted:
d. Ex-Parte Renewal Application filed:
e. Inspection Warrant/Abatement Order Issued:
f. Ex-Parte Extension Application filed:
g. Inspection Warrant/Abatement Order Issued:
h. Ex-Parte Extension Application filed:
i. Inspection Warrant/Abatement Order Issued:
j. Abatement Work Completion:
7/28/2022
7/29/2022
8/12/2022
8/15/2022
8/17/2022
9/1/2022
9/2/2022
9/16/2022
9/16/2022
9/27/2022
IV. ACCOUNTING (through September 30, 2022):

Vehicle Abatement $4,050.00
Total $4,050.00
William D. Ross, City Attorney
ATTACHMENT 7
3305
3306
3307
3308
3309
Remit payments online, or by mail
Accounts Receivable By Mail: Online: www.cvecorp.com/paymentsNB Phone: (559) 222-1122 Central Valley Environmental
Fax: (559) 222-1174 Attn: Accounts Receivable – NB
[email protected] 4263 N. Selland Ave.

Fresno, CA 93722
*A late fee of 1.5% will be added to the balance for every 30 days that the invoice remains unpaid* Invoice
INVOICE #: 1463
DATE: 09/23/2022
DUE DATE: 10/23/2022
TERMS: NET 30
BILL TO:

LEE SCHMIDT
4381 BROADWAY ST.

SUITE 201

AMERICAN CANYON, CA
PROJECT # PROJ. MANAGER JOBSITE ADDRESS P.O. # CLAIM #
30220345 JESUS VILLAREAL 106 WILSON WAY, AMERICAN CANYON, CA DESCRIPTION ITEM PRICE % COMPLETE
(THIS PERIOD)
% COMPLETE
(TOTAL) RETAINAGE AMOUNT DUE
VEHICLE DISPOSAL $4,050.00 100.00% 100.00% $0.00 $4,050.00 TOTAL $4,050.00
PAYMENTS/CREDITS $0.00
BALANCE DUE $4,050.00
Thank you for allowing CVE to be part of your project!
ATTACHMENT 8
3310
ATTACHMENT 9
3311
3312
3313
3314
3315
3316
3317
3318
3319
3320
3321
3322
3323
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
September 27, 2022
On August 26, 2022, CVE was hired to perform a property clean up at 106 Wilson Way American Canyon CA, the property was filled with a high volume of debris, vehicles, and biohazard waste. The scope of work was to remove and dispose of all debris, fire hazards, and abandoned vehicles within the property. In addition, at the request of code enforcement, we have removed and disposed of the remaining fire damaged structure wall, and associated carport, and red brick fireplace. The scope of work was completed on Thursday September 22, 2022.

Feel free to reach out with any questions, see attached before and after photos. Thank you.

Sincerely,
Jesus Villarreal
Estimator/Project Manager/Safety Compliance officer
[email protected]
707-978-8997
ATTACHMENT 10
3324
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
Before
3325
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
Before
3326
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
Before
3327
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
Before
3328
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
Before
3329
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
Before
3330
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
Before
3331
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
After
3332
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
After
3333
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
After
3334
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
After
3335
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
After
3336
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
After
3337
Corporate Office- 4263 N Selland Ave. Fresno, CA. 93722- Ph: (559) 222-1122- FAX: (559) 222-1174 North Bay-135 Utility Court, Suite A– Rohnert Park, CA 94928- Ph: (707) 584-1900 –FAX: (707) 584-1911 San Diego- 7912 Armour St San Diego, CA. 92111 Ph: (619) 838-4035 F: (707) 584-1911 CONTRACTOR’S LICENSE #: 974852 DOSH REG#1064
After
3338

CITY COUNCIL AGENDA
DECEMBER 6, 2022

STAFF REPORT

BUSINESS
ITEM NUMBER: 19.

TITLE
Maintenance and Utilities Department, Environmental Services Division Update

RECOMMENDATION
Receive a Presenta&on on Maintenance and U&li&es Department, Environmental Services Division Update.

CONTACT
Felix Hernandez, III, Maintenance and Utilities Director Pam Phillips, Environmental Services Manager

BACKGROUND & ANALYSIS
The Maintenance and U&li&es Department is responsible for the treatment and distribu&on of drinking water; the collec&on, reclama&on, and reuse of wastewater; compliance with all environmental regula&ons related to water, wastewater, stormwater, and solid waste; and management of the City's facili&es and fleet. The City operates a Water Treatment Plant, Water Reclama&on Facility and Corpora&on Yard. The Water Reclama&on Facility processes wastewater for either discharge to receiving waters or for recycled water produc&on and distribu&on.

Environmental Services is housed at the Water Reclamation Facility.

The Environmental Services Division encompasses programs that are public facing and others administra&ve and required by other government agencies. The Environmental Service Division monitors federal, state and city laws, regula&ons, and codes in regard to NPDES (Na&onal Pollutant Discharge Elimina&on System) wastewater discharge, recycled water applica&ons, solid waste, industrial pretreatment, pollu&on preven&on, stormwater discharge, biosolid disposal, greenhouse gas emissions, and water conserva&on. This division implements environmental program ac&vi&es such as water quality analysis, inspec&ons, field/plant sample collec&on, data valida&ng and repor&ng and educa&onal outreach. The division administers environmental programs, including issuing permits, performing site inspec&ons, iden&fying pollu&on sources, mi&ga&ng illicit discharges, and interfacing with regulatory agencies. The division develops, implements, modifies, coordinates, and monitors elements of a water conservation program that includes recycled water.

The Environmental Services Division works with other jurisdictions, community service providers and other agencies in environmental program development and coordina&on efforts. The division works 3339
closely with all other departments in the City, building effec&ve working rela&onships so that we all can be stewards of the environment.

COUNCIL PRIORITY PROGRAMS AND PROJECTS
Organizational Effectiveness: "Deliver exemplary government services."

FISCAL IMPACT
None.

ENVIRONMENTAL REVIEW
15378(b) - The ac&on is not a "Project" subject to the California Environmental Quality Act ("CEQA") because it does not qualify as a "Project" under Public Resources Code Sec&ons 21065 and 21080 and in Section 15378(b) of Title 14 of the California Code of Regulations ATTACHMENTS:

None
3340

CITY COUNCIL AGENDA
DECEMBER 6, 2022

STAFF REPORT

INFORMATION
ITEM NUMBER: 21.

TITLE
Future Agenda Items of Note:

December 20, 2022
Local Appointments List - Maddy Act Compliance
Human Resources Presentation
OSATS Resolution and Work Plan
Selection of Vice Mayor and 2023 City Council Committee Assignments January 17, 2023
Measure T Maintenance of Effort
MUD - Sewer/Wastewater Presentation
Parks & Recreation Quarterly Update
Public Works Quarterly Update
Annual Cannabis Business Permit Status Report

RECOMMENDATION
ATTACHMENTS:

None
3341

American Canyon City CouncilDecember 6, 2022

American Canyon City Council
December 6, 2022