Attachment 2 - Project Plans and Specifications — Camarillo City Council, March 11, 2026 (part 11 of 11)

3.7 5917 Olivas Park Drive, Suite F, Ventura, CA 93003
PHONE: (805) 642-6727 FAX: (805) 642-1325
LOGGED BY: A. Nikouei
UNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
BORING NO:B-1 DRILLING DATE:9/5/2024
PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger Earth Systems
OLDER ALLUVIUM: Light Brownish Gray fine to medium Sand, few Gravel, dense, moist
OLDER ALLUVIUM: Light Brownish Gray fine to medium Sand, trace Gravel, dense to very dense, moist
OLDER ALLUVIUM: Light Gray fine to medium Sand, trace to little Gravel, Cobble, dense to very dense, moist
OLDER ALLUVIUM: Light Brownish Gray mottled with Orange Brown fine to medium Sand, little to some Silt, few Gravel, medium dense, moist
35 15
0 5
10 Vertical DepthPENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASS 30 20
25 Sample Type
7/12/21
ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
ARTIFICIAL FILL: Brown Silty fine Sand to fine Sandy Silt, some Clay, medium dense, dry to moist 115.7 9.1

6.2 115.9
11/18/25
11/14/16
12/18/28
21/24/42
22/32/44
33/50-5"
50-3"
41/50-5"
OLDER ALLUVIUM: Brown to Dark Yellowish Brown Silty fine Sand, little to some Clay, medium dense, dry to moist
OLDER ALLUVIUM: Brown to Yellowish Brown Silty Sand, little Clay, trace Gravel, medium dense, moist
125.6 10.6
124.3 8.8
111.5 4.7
113.9 8.3
107.6
OLDER ALLUVIUM: Brown Silty fine Sand, trace Clay, very dense, moist
SM/
ML
SM/
ML
SM
SM
SM
SP
SP
SP
OLDER ALLUVIUM: Light Brownish Gray Gravelly fine to medium Sand,very dense, moist SW
SM

4.3 107.9
PROJECT NAME: Arneill Road Mixed-Use Development
BORING LOCATION: Per Plan LOGGED BY: A. Nikouei Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 2 of 2 ends

117.2 12.3
114.3 15.9
115.1 8.4
75 65
50 55
60 Earth Systems
45 DESCRIPTION OF UNITS
40 Vertical DepthSYMBOLUSCS CLASS
70 PROJECT NUMBER: 306828-001
BORING NO:B-1 DRILLING DATE:9/5/2024
DRILL RIG: SIMCO
DRILLING METHOD: Hollow-Steam Auger
Total Depth: 51.5 feet
No Groundwater Encountered
34/50-5"
41/50-6"
13/31/50-5"
Sample Type
PENETRATION RESISTANCE (BLOWS/6")UNIT DRY WT. (pcf)
OLDER ALLUVIUM: Brown Silty fine Sand, trace Clay, very dense, moist
OLDER ALLUVIUM: Brown to Yellowish Brown fine Sandy Silt to Silty fine Sand, some Clay, hard, moist
SM
ML/
SM
MOISTURE CONTENT (%)
5917 Olivas Park Drive, Suite F, Ventura, CA 93003
PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

DRILL RIG: SIMCO
OLDER ALLUVIUM: Brown to Dark Yellowish Brown Silty fine Sand, little to some Clay, medium dense, dry to moist
Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:B-2 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
ARTIFICIAL FILL: Brown Silty fine Sand to fine Sandy Silt, some Clay, loose, dry to moist
PROJECT NAME: Arneill Road Mixed-Use Development
32/50-5"
130.2 8.9
122.4 6.1
0 ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
SM/
ML
111.3 3.9
113.0 4.5
110.9 3.2
110.8 7.9
30 5
10 15
20 25
Total Depth: 26.5 feet
No Groundwater Encountered
18/21/21
10/13/12
13/24/28
19/24/34
28/35/50-5"
35 OLDER ALLUVIUM: Brown to Yellowish Brown Silty Sand, little Clay, trace to few Gravel, medium dense, moist
OLDER ALLUVIUM: Light Grayish Brown mottled with Orange Brown fine to medium Sand, cobble, trace to few Gravel, dense, moist 7/6/10
OLDER ALLUVIUM: Light Grayish Brown fine to medium Sand, very dense, moist
SM/
ML
SM
SM
SW
SW/
SP
106.4 3.7
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 2 ends

Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:B-3 DRILLING DATE:9/6/2024
PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO SM
SM
OLDER ALLUVIUM: Brown to Dark Yellowish Brown Silty fine Sand, some Clay, dense to dense, dry to moist
OLDER ALLUVIUM: Brown to Yellowish Brown Silty fine Sand, some Clay, medium dense, dry to moist
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%) 128.5 8.9
124.7
0 ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry

DESCRIPTION OF UNITS
5 12/24/35 10.8
ARTIFICIAL FILL: Light Brownish Gray fine Silty Sand to Sandy Silt, 12/23/28 some Clay, very stiff, dry to moist
15 9/13/15
20 OLDER ALLUVIUM: Light Yellowish Brown fine to medium Sand, little to some Gravel, medium dense, moist
SP/
SW
13/16/15
10 15/12/15 OLDER ALLUVIUM: Yellowish Brown Silty fine Sand, trace Clay, medium dense, moist
118.0 8.9
108.8 4.8
108.5 3.9
103.0 8.6
50-6"
OLDER ALLUVIUM: Brown to Light Grayish Brown fine Sand, very dense, moist
OLDER ALLUVIUM: Light Grayish Brown to Light Yellowish Brown fine to medium Sand, little to some coarse Gravel, very dense, moist Note: at 37 feet a gravelly lense was encountered
25 21/50-5"
OLDER ALLUVIUM: Light Grayish Brown to Light Yellowish Brown fine to medium Sand, very dense, moist
30 23/50-5"
OLDER ALLUVIUM: Light Grayish Brown to Light Yellowish Brown fine to medium Sand, little Gravel, very dense, moist
SP/
SW
SP/
SW
SW
SP
106.4 6.0

99.2 3.8
117.3 6.2
23/40/50-5"
OLDER ALLUVIUM: Light Brownish Gray fine Sand, little medium Sand,very dense, moist
SM/
ML
SM/
ML
SM
SW
35 PROJECT NAME: Arneill Road Mixed-Use Development
BORING LOCATION: Per Plan LOGGED BY: A. Nikouei Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 2 of 2 ends

114.3 16.0
107.1 7.8
110.1 13.2
Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
60 65
70 75
50 25/43/44
Total Depth: 51.5 feet
No Groundwater Encountered
OLDER ALLUVIUM: Brown to Yellowish Brown fine Sandy Silt to Silty fine Sand, some Clay, hard, moist
45 16/41/50-5"
40 ML/
SM
UNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
55 50-6" OLDER ALLUVIUM: Brown to Light Grayish Brown fine Sand, very dense, moist
BORING NO:B-3 DRILLING DATE:9/6/2024
DRILL RIG: SIMCO
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger Vertical Depth Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASS
SP
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:B-4/IT-1 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
8/19/25
SM/
ML
SM/
ML
ARTIFICIAL FILL: Brown Silty fine Sand to fine Sandy Silt, some Clay,medium dense to dense, dry to moist
ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
127.7
30 35
15 20
OLDER ALLUVIUM: Brown to Dark Yellowish Brown Clayey fine Sand, some Silt, medium dense, moist
OLDER ALLUVIUM: Light Brownish Gray mottled with Orange Brown fine to medium Sand, trace Gravel, medium dense, moist
Total Depth: 14.0 feet
No Groundwater Encountered
SC
SW

6.4 18/24/47 128.1 10.4
25 5
10 0
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:B-5/IT-5 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
0 ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
SM/
ML
No Groundwater Encountered
OLDER ALLUVIUM: Light Brownish Gray fine to medium Sand, medium dense, moist
Total Depth: 15.0 feet
20 25
35 5
10 15
ARTIFICIAL FILL: Grayish Brown Silty Sand, trace to little Clay, 28/28/28 organics, dense, dry to moist
18/24/47 OLDER ALLUVIUM: Brown to Orange Brown Clayey fine Sand, dense, moist
OLDER ALLUVIUM: Light Brownish Gray mottled with Orange Brown fine to medium Sand, trace Gravel, medium dense, moist SW SW
30 121.1 8.5
123.7 12.2
SM
SC
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:IT-2 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
0 ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
SM/
ML
25 30
5 10
15 SM/
ML
ARTIFICIAL FILL: Brown Silty fine Sand to fine Sandy Silt, some Clay,medium dense, dry to moist
Total Depth: 3.0 feet
No Groundwater Encountered
35 20
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:IT-3 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
0 ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
SM/
ML
20 5
10 15
SM
SW
ARTIFICIAL FILL: Brown Silty fine Sand to fine Sandy Silt, some Clay,medium dense, dry to moist
OLDER ALLUVIUM: Brown to Orange Brown Clayey fine Sand, dense, moist
SM/
ML
SC
25 35
30 OLDER ALLUVIUM: Brown to Orange Brown Silty fine Sand, some Clay, medium dense, moist
OLDER ALLUVIUM: Light Grayish Brown mottled with Orange Brown fine to medium Sand, medium dense, moist
Total Depth: 14.0 feet
No Groundwater Encountered
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:IT-4 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
0 30
5 10
15 20
25 35
ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
Total Depth: 3.0 feet
No Groundwater Encountered
SM/
ML
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:IT-6 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
0 ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
SM/
ML
30 5
10 15
SM
25 Total Depth: 4.0 feet
No Groundwater Encountered
ARTIFICIAL FILL: Grayish Brown Silty Sand, trace to little Clay, dense, dry to moist
35 20
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File Number: 306828-001 Lab Number: 098781
MAXIMUM DENSITY / OPTIMUM MOISTURE ASTM D 1557-12 (Modified) Job Name: Arneill Road Mixed Use Development Procedure Used: A Sample ID: B 3 @ 0-5' Prep. Method: Moist
Date: 10/2/2024 Rammer Type: Automatic
Description: Dark Yellowish Brown Silty Sand
Sieve Size % Retained
Maximum Density: 130 pcf 3/4" 0.0
Optimum Moisture: 8.5% 3/8" 0.0
#4 4.5
90 95
100
105
110
115
120
125
130
135
140
145
150
0 5 10 15 20 25 30
Dry Density, pcf
Moisture Content, percent
<----- Zero Air Voids Lines,
sg =2.65, 2,70, 2,75

EARTH SYSTEMS
DIRECT SHEAR DATA*
Sample Location: B 3 @ 0-5'
Sample Description: Silty Sand
Dry Density (pcf): 115.9
Intial % Moisture: 8.3
Average Degree of Saturation: 89.9
Shear Rate (in/min): 0.005 in/min
Normal stress (psf) 1000 2000 3000
Peak stress (psf) 828 1380 1992
Ultimate stress (psf) 780 1284 1944
Peak Ultimate
 Angle of Friction (degrees): 30 30
c Cohesive Strength (psf): 230 170
Test Type: Peak & Ultimate
* Test Method: ASTM D-3080 10/18/2024 306828-001
Note: Sample specimens were initially saturated before
testing by partially immersing the specimens in water for about 24 hours while the specimens were restrained from swelling. Initial saturation was not performed in the direct shear machine, and is not prescribed by ASTM D 3080.

DIRECT SHEAR TEST
Arneill Road Mixed use Development
0 500
1000
1500
2000
2500
0 500 1000 1500 2000 2500 3000 3500
Shearing Stress (psf)
Normal Stress (psf)
Peak
Ultimate
Linear (Peak)
Linear (Ultimate)
0 500
1000
1500
2000
2500

0.00 0.05 0.10 0.15 0.20 0.25 0.30
Shearing Stress (psf)
Horizontal Displacement (in.)
1000 2000 3000
CONSOLIDATION TEST ASTM D 2435-90 & D5333
Arneill Road Mixed Use Development Initial Dry Density: 124.2 pcf B 1 @ 7.5' Initial Moisture, %: 8.8%
SM Specific Gravity: 2.67 (assume
Ring Sample Initial Void Ratio: 0.342
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0 1
2 0.1 1.0 10.0 100.0
Percent Change in Height
Vertical Effective Stress, ksf
% Change in Height vs Normal Presssure Diagram
Before Saturation Hydrocollapse After Saturation
Rebound Trend Poly. (After Saturation)
Earth Systems Pacific
CONSOLIDATION TEST ASTM D 2435-90
Arneill Road Mixed Use Development Initial Dry Density: 124.2 B 1 @ 7.5' Initial Moisture, %: 8.8
SM Specific Gravity: 2.67 (assume
Ring Sample Initial Void Ratio: 0.342

0.240

0.260

0.280

0.300

0.320

0.340

0.360

0.1 1.0 10.0 100.0
Void Ratio
Vertical Effective Stress, ksf
Void Ratio vs Normal Presssure Diagram
Before Saturation Hydrocollapse After Saturation
Rebound Trend Poly. (After Saturation)
Earth Systems Pacific
File No.: 306828-001
EXPANSION INDEX ASTM D-4829, UBC 18-2
Job Name: Arneill Road Mixed use Development
Sample ID: B 3 @ 0-5'
Soil Description: SM
Initial Moisture, %: 8.3
Initial Compacted Dry Density, pcf: 115.4
Initial Saturation, %: 49
Final Moisture, %: 21.7
Volumetric Swell, %: 0.0
Expansion Index: 0 Very Low
EI UBC Classification
0-20 Very Low
21-50 Low
51-90 Medium
91-130 High
130+ Very High
File No.: 306828-001
JOB NAME: Arneill Rd Mixed Use Development
SAMPLE I. D.: T-1 @ 0-5'
SOIL DESCRIPTION: Brown Silty Sand

SPECIMEN NUMBER DEF
EXUDATION PRESSURE 512 344 229
RESISTANCE VALUE 60.9 55.3 51.2
EXPANSION DIAL(0.0001") 000
EXPANSION PRESSURE (PSF) 0.0 0.0 0.0
% MOISTURE AT TEST 9.6 10.3 11.0
DRY DENSITY AT TEST 126.8 126.1 124.7
R-VALUE @ 300 PSI EXUDATION 54
*Based on Traffic Index = 8.00 & Gravel Factor = 1.34
October 11, 2024

0.0 20.0

40.0 60.0

80.0 100.0
800 700 600 500 400 300 200 100
R-Value
Exudation Pressure

EXUDATION PRESSURE CHART

EARTH SYSTEMS PACIFIC

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Arneill Road Mixed Use Development 306828-001
Upper Lower Avg Avg Avg Trace Mean
Seis. Seis. Dip Dip Rake Length Fault Mean Return Slip
Fault Section Name Depth Depth Angle Direction Type Mag Interval Rate (miles) (km) (km) (km) (deg.) (deg.) (deg.) (km) (years) (mm/yr) Simi-Santa Rosa FM3.1, 3.2 1.5 2.4 1.0 12.1 60 346 30 39 B 6.8 1 Oak Ridge (Onshore) FM3.1, 3.2 6.5 10.4 1.0 19.4 65 159 90 50 B 7.3 4 Ventura-Pitas Point FM3.1, 3.2 9.3 15.0 1.0 15.0 64 353 60 59 B 6.9 1 Malibu Coast (Extension), alt 1, FM3.1 11.2 18.1 0.0 7.8 74 4 30 35 B' 6.5 Malibu Coast (Extension), alt 2 FM3.2 11.2 18.1 0.0 16.6 74 4 30 35 B' 6.9 Malibu Coast, alt 1, FM3.1 13.4 21.5 0.0 7.8 75 3 30 38 B 6.6 0.3 Malibu Coast, alt 2 FM3.2 13.4 21.5 0.0 16.6 74 3 30 38 B 6.9 0.3 Oak Ridge (Offshore) FM3.2 13.6 21.8 0.0 7.9 32 180 90 38 B 7.0 3 San Cayetano FM3.1, 3.2 14.1 22.6 0.0 16.0 42 3 90 42 B 7.2 6 Sisar FM3.1, 3.2 15.1 24.3 0.0 17.4 29 168 na 20 B' 7.0 Anacapa-Dume, alt 1, FM3.1 17.1 27.6 0.0 15.5 45 354 60 51 B 7.2 3 Anacapa-Dume, alt 2, FM3.2 17.1 27.6 1.2 11.4 41 352 60 65 B 7.2 3 Red Mountain FM3.1, 3.2 17.2 27.7 0.0 14.1 56 2 90 101 B 7.4 2 Santa Susana, alt 1, FM3.1 18.3 29.4 0.0 16.3 55 9 90 27 B 6.8 5 Mission Ridge-Arroyo Parida-Santa Ana FM3.1, 3 18.5 29.7 0.0 7.6 70 176 90 69 B 7.1 0.4 Channel Islands Thrust FM3.1, 3.2 18.5 29.8 5.0 12.3 20 354 90 59 B 7.3 1.5 Santa Susana, alt 2 FM3.2 18.6 29.9 0.0 10.6 53 10 90 43 B' 6.8 Northridge Hills FM3.1, 3.2 19.8 31.9 0.0 14.9 31 19 90 25 B' 7.0 Santa Cruz Island FM3.1, 3.2 20.6 33.2 0.0 13.3 90 188 30 69 B 7.1 1 Del Valle FM3.1, 3.2 21.8 35.1 0.0 18.8 73 195 90 9 B' 6.3 Holser, alt 1, FM 3.1 22.2 35.8 0.0 18.6 58 187 90 20 B 6.7 0.4 Holser, alt 2 FM3.2 22.2 35.8 0.0 18.5 58 182 90 17 B' 6.7 Santa Ynez (East) FM3.1, 3.2 22.7 36.5 0.0 13.3 70 172 0 68 B 7.2 2 North Channel FM3.2 23.1 37.2 1.1 4.5 26 10 90 51 B 6.7 1 Northridge FM3.1, 3.2 23.1 37.2 7.4 16.8 35 201 90 33 B 6.8 1.5 Channel Islands Western Deep Ramp FM3.1, 3.2 23.4 37.7 4.8 12.5 21 204 90 62 B' 7.3 San Pedro Basin FM3.1, 3.2 23.7 38.1 0.8 12.3 88 51 na 69 B' 7.0 Pine Mtn FM3.1, 3.2 24.8 39.9 0.0 16.3 45 5 na 62 B' 7.3 Santa Monica Bay FM3.1, 3.2 24.9 40.0 2.3 18.0 20 44 na 17 B' 7.0 Pitas Point (Lower)-Montalvo, FM3.1 25.3 40.7 0.4 12.7 16 359 90 30 B 7.3 2.5 Mission Hills FM3.1, 3.2 27.7 44.6 0.0 14.5 55 na na 13 B' 6.5 Compton FM3.1, 3.2 28.0 45.1 5.2 15.6 20 34 90 65 B' 7.5 Santa Cruz Catalina Ridge alt 1, FM3.1 29.2 47.1 0.0 11.0 90 na na 114 B' 7.2 Santa Cruz Catalina Ridge Alt2 FM3.2 29.2 47.1 0.0 11.0 90 38 na 137 B' 7.3 San Gabriel FM3.1, 3.2 30.4 48.8 0.0 14.7 61 39 180 71 B 7.3 1 Santa Monica, alt 1, FM3.1 30.5 49.1 0.0 17.9 75 343 30 14 B 6.5 1 San Pedro Escarpment FM3.1, 3.2 30.8 49.6 1.0 16.0 17 38 na 27 B' 7.3 Santa Monica, alt 2 FM3.2 31.0 49.9 0.0 11.6 50 338 30 28 B 6.7 1 Santa Susana East (connector) FM3.1, 3.2 31.8 51.2 0.0 16.3 55 na na 8 B' 6.3 Pitas Point (Upper) FM3.2 31.8 51.2 1.4 10.0 42 15 90 35 B 6.8 1 Reference: USGS OFR 2013-1165 (CGS SP 228) Based on Site Coordinates of 34.21905 Latitude, -119.03866 Longitude Distance
Fault Parameters
Mean Magnitude for Type A Faults based on 0.1 weight for unsegmented section, 0.9 weight for segmented model (weighted by probability of each scenario with section listed as given on Table 3 of Appendix G in OFR 2008-1437). Mean magnitude is average of Ellworths-B and Hanks & Bakun moment area relationship.

EARTH SYSTEMS PACIFIC 9/10/2024

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Project Name 4.5
Project Number 14.1
Test Hole No. 2.00

2.38 Tester 1.0
Pre-Soak Date 0.41
Test Date 0.43
N/A
Interval No.

Delta Time,
ȴt (min.)
Initial Depth
to Water
from TOP,
Do (ft.)
Final Depth
to Water
from TOP,
Df (ft.)
Initial Water
Height, Ho
(in.)
Final Water
Height, Hf (in.)
Change in
Water
Height, ȴH
(in.)
Perc Rate,
(in/hr)
Infiltration
Rate (in./hr.)
Corrected
Infiltration Rate
(in/hr)
1 4.00 13.10 15.10 24.00 0.00 24.00 360.00 56.84 24.48
2 4.00 13.10 15.10 24.00 0.00 24.00 360.00 56.84 24.48
3 4.33 13.10 15.10 24.00 0.00 24.00 332.56 52.51 22.62
4 4.67 13.10 15.10 24.00 0.00 24.00 308.35 48.69 20.97
5 4.85 13.10 15.10 24.00 0.00 24.00 296.91 46.88 20.19
6 5.33 13.10 15.10 24.00 0.00 24.00 270.17 42.66 18.37
7 5.67 13.10 15.10 24.00 0.00 24.00 253.97 40.10 17.27
8 6.75 13.10 15.10 24.00 0.00 24.00 213.33 33.68 14.51
9 6.99 13.10 15.10 24.00 0.00 24.00 206.01 32.53 14.01
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25

INFILTRATION RATE BY THE BOREHOLE PERCOLATION TEST METHOD This workbook calculates an adjusted infiltration rate from a borehole percolation test. The percolation rate is adjusted for sidewall area according to the Porchet method, and then re-adjusted for the effect of the gravel placed in annulus between the borehole wall and a pipe placed in the borehole by a method presented in Caltrans Test 750.

Pipe Stick-Up (feet)
Factor of Safety (FOS), F
Porosity Correction Factor, C
Arneill Road Mixed Use Development
306828-001
IT-1
Amir Nikouei
9/9/2024
9/9/2024
Total Depth of Test Hole, DT (feet)
Test Hole Radius, r (inches)
Inside Diameter of Pipe, I (inches)
Outside Diameter of Pipe, O (inches)
Porosity of Gravel, n
Project Name 4.5
Project Number 3.1
Test Hole No. 2.00

2.38 Tester 2.0
Pre-Soak Date 0.41
Test Date 0.43
N/A
Interval No.

Delta Time,
ȴt (min.)
Initial Depth
to Water
from TOP,
Do (ft.)
Final Depth
to Water
from TOP,
Df (ft.)
Initial Water
Height, Ho
(in.)
Final Water
Height, Hf (in.)
Change in
Water
Height, ȴH
(in.)
Perc Rate,
(in/hr)
Infiltration
Rate (in./hr.)
Corrected
Infiltration Rate
(in/hr)
1 60.00 3.10 4.72 24.00 4.56 19.44 19.44 2.65 1.14
2 60.00 3.10 4.69 24.00 4.92 19.08 19.08 2.57 1.11
3 60.00 3.10 4.69 24.00 4.92 19.08 19.08 2.57 1.11
4 60.00 3.10 4.70 24.00 4.80 19.20 19.20 2.59 1.12
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 9/9/2024 Porosity of Gravel, n
9/9/2024 Porosity Correction Factor, C
Factor of Safety (FOS), F
IT-2 Inside Diameter of Pipe, I (inches)
Outside Diameter of Pipe, O (inches)
Amir Nikouei Pipe Stick-Up (feet)

Arneill Road Mixed Use Development Test Hole Radius, r (inches) 306828-001 Total Depth of Test Hole, DT (feet)
Project Name 4.5
Project Number 13.8
Test Hole No. 2.00

2.38 Tester 1.3
Pre-Soak Date 0.41
Test Date 0.43
N/A
Interval No.

Delta Time,
ȴt (min.)
Initial Depth
to Water
from TOP,
Do (ft.)
Final Depth
to Water
from TOP,
Df (ft.)
Initial Water
Height, Ho
(in.)
Final Water
Height, Hf (in.)
Change in
Water
Height, ȴH
(in.)
Perc Rate,
(in/hr)
Infiltration
Rate (in./hr.)
Corrected
Infiltration Rate
(in/hr)
1 1.88 13.05 15.05 24.00 0.00 24.00 765.96 120.94 52.09 2 2.07 13.05 15.05 24.00 0.00 24.00 695.65 109.84 47.31 3 2.48 13.05 15.05 24.00 0.00 24.00 580.65 91.68 39.49
4 2.45 13.05 15.05 24.00 0.00 24.00 587.76 92.80 39.97
5 2.95 13.05 15.05 24.00 0.00 24.00 488.14 77.07 33.20
6 3.20 13.05 15.05 24.00 0.00 24.00 450.00 71.05 30.60
7 3.43 13.05 15.05 24.00 0.00 24.00 419.83 66.29 28.55
8 4.27 13.05 15.05 24.00 0.00 24.00 337.24 53.25 22.93
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 9/9/2024 Porosity of Gravel, n
9/9/2024 Porosity Correction Factor, C
Factor of Safety (FOS), F
IT-3 Inside Diameter of Pipe, I (inches)
Outside Diameter of Pipe, O (inches)
Amir Nikouei Pipe Stick-Up (feet)

Arneill Road Mixed Use Development Test Hole Radius, r (inches) 306828-001 Total Depth of Test Hole, DT (feet)
Project Name 4.5
Project Number 3.2
Test Hole No. 2.00

2.38 Tester 1.9
Pre-Soak Date 0.41
Test Date 0.43
N/A
Interval No.

Delta Time,
ȴt (min.)
Initial Depth
to Water
from TOP,
Do (ft.)
Final Depth
to Water
from TOP,
Df (ft.)
Initial Water
Height, Ho
(in.)
Final Water
Height, Hf (in.)
Change in
Water
Height, ȴH
(in.)
Perc Rate,
(in/hr)
Infiltration
Rate (in./hr.)
Corrected
Infiltration Rate
(in/hr)
1 60.00 3.05 3.96 24.00 13.08 10.92 10.92 1.18 0.51
2 60.00 3.05 3.96 24.00 13.08 10.92 10.92 1.18 0.51
3 60.00 3.05 3.94 24.00 13.32 10.68 10.68 1.15 0.49
4 60.00 3.05 3.95 24.00 13.20 10.80 10.80 1.17 0.50
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 9/9/2024 Porosity of Gravel, n
9/9/2024 Porosity Correction Factor, C
Factor of Safety (FOS), F
IT-4 Inside Diameter of Pipe, I (inches)
Outside Diameter of Pipe, O (inches)
Amir Nikouei Pipe Stick-Up (feet)

Arneill Road Mixed Use Development Test Hole Radius, r (inches) 306828-001 Total Depth of Test Hole, DT (feet)
Project Name 4.5
Project Number 14.9
Test Hole No. 2.00

2.38 Tester 0.3
Pre-Soak Date 0.41
Test Date 0.43
N/A
Interval No.

Delta Time,
ȴt (min.)
Initial Depth
to Water
from TOP,
Do (ft.)
Final Depth
to Water
from TOP,
Df (ft.)
Initial Water
Height, Ho
(in.)
Final Water
Height, Hf (in.)
Change in
Water
Height, ȴH
(in.)
Perc Rate,
(in/hr)
Infiltration
Rate (in./hr.)
Corrected
Infiltration Rate
(in/hr)
1 1.00 13.10 15.10 24.00 0.00 24.00 1440.00 227.37 97.93 2 1.00 13.10 15.10 24.00 0.00 24.00 1440.00 227.37 97.93 3 1.00 13.10 15.10 24.00 0.00 24.00 1440.00 227.37 97.93 4 1.00 13.10 15.10 24.00 0.00 24.00 1440.00 227.37 97.93 5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 9/9/2024 Porosity of Gravel, n
9/9/2024 Porosity Correction Factor, C
Factor of Safety (FOS), F
IT-5 Inside Diameter of Pipe, I (inches)
Outside Diameter of Pipe, O (inches)
Amir Nikouei Pipe Stick-Up (feet)

Arneill Road Mixed Use Development Test Hole Radius, r (inches) 306828-001 Total Depth of Test Hole, DT (feet)
Project Name 4.5
Project Number 3.8
Test Hole No. 2.00

2.38 Tester 1.0
Pre-Soak Date 0.41
Test Date 0.43
N/A
Interval No.

Delta Time,
ȴt (min.)
Initial Depth
to Water
from TOP,
Do (ft.)
Final Depth
to Water
from TOP,
Df (ft.)
Initial Water
Height, Ho
(in.)
Final Water
Height, Hf (in.)
Change in
Water
Height, ȴH
(in.)
Perc Rate,
(in/hr)
Infiltration
Rate (in./hr.)
Corrected
Infiltration Rate
(in/hr)
1 60.00 2.80 3.75 24.00 12.60 11.40 11.40 1.25 0.54
2 60.00 2.80 3.68 24.00 13.44 10.56 10.56 1.13 0.49
3 60.00 2.80 3.63 24.00 14.04 9.96 9.96 1.05 0.45
4 60.00 2.80 3.62 24.00 14.16 9.84 9.84 1.04 0.45
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 9/9/2024 Porosity of Gravel, n
9/9/2024 Porosity Correction Factor, C
Factor of Safety (FOS), F
IT-6 Inside Diameter of Pipe, I (inches)
Outside Diameter of Pipe, O (inches)
Amir Nikouei Pipe Stick-Up (feet)

Arneill Road Mixed Use Development Test Hole Radius, r (inches) 306828-001 Total Depth of Test Hole, DT (feet)

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CUP-400
Project Name:

STEP 2: ASSESS SITE CONDITIONS
Provide an assessment of the project site using the following tables New Development Project General Characteristics
General Project Characteristics
Total Project Site Area
Total Disturbed Area
Total Existing (Pre-Project) Impervious Area
Post-Project Impervious Area [1]
Area of Green Roof (ET-1) [1]
Area Draining to Hydrologic Source Controls
(ET-2) [1]
Revised Post-Project Impervious Area
Project Imperviousness (%)
Redevelopment Project General Characteristics
General Project Characteristics
Total Project Site Area
Total Altered Area [6]
Total Existing (Pre-Project) Impervious Area
Was existing (pre-project) impervious area subject to postdevelopment stormwater quality control requirements? [2] Amount of Existing Impervious Area Altered [3]
Amount of Impervious Area Added
% Alteration of Existing Impervious Area [4]
Post-Project Impervious Area
(Impervious Area to be Mitigated) [1], [4]
Area of Green Roof (ET-1) [1]
Area Draining to Hydrologic Source Controls
(ET-2) [1]
Revised Post-Project Impervious Area
Project Imperviousness (%) [5]

0.00 0.26

0.26 Arneill Rd Mixed-Use Dev. - SW0037
Area (acres)

0.08 Area (acres)
N

0.08 326.88%

0.18 0.36

0.36 73.98%

0.00 0.00
February 2024 3
CUP-400
Project Name: Arneill Rd Mixed-Use Dev. - SW0037
Project Description
Describe current and proposed zoning and land use designation:

GaA - Garretson Loam
Hydrolic Soil Group: B; Ventura Soil Number: 5
Current zoning: CPD (Commercial Planned Development)
Proposed Zoning: Commercial Mixed-Use
Describe topography of project area. Identify low and high points and the location of steep slopes (provide a range of grades):

The site falls at approximately 2% from the southeast corner (high point) to the northwest.

Describe the site's soil types (A, B, C, D) and geological conditions:

Attach soil type information
Mixed-use project consisting of 9 residential units and 500 sf of commercial space.The post construction controls implemented on-site are a bioretention basin, multiple vegetated(conveyance only) swales, permeable pavers, two planters with downspout filters and roof downspouts with filters, a storm drain inlet with full trash capture device and an on-site storm drain pipe system.The offsite stormwater for the developed project shall be treated via existing street curb opening catch basin at Arneill and Pickwick that has a trash excluder screen.

Briefly describe project:

February 2024 4
CUP-400
Project Name:

Project Description, cont'd
Y/N/NA
N
N
N
Arneill Rd Mixed-Use Dev. - SW0037
Is there offsite drainage on the site? If so, identify the location(s) and source(s) of offsite drainage and the volume of water running onto the site:

Additional considerations:

Describe any existing utilities within the project area that would limit the possible locations of certain BMPs:

Existing utilities are overhead and will therefore not limit on-site BMPs.

Describe any environmentally sensitive areas (e.g. riparian areas, wetlands) within the project area:

Does the site contain any of the following characteristics:

Describe the site's groundwater conditions (e.g. depth to seasonal high groundwater):

Attach relevant geotechnical information
No environmentally sensitive areas on-site.

Majority of site covered in silt and sand mixture that ranges between the depths of 4.5 to 6 feet. The layer below is older alluvian silty sand soils with traces of clay that range from 7.5 to 13.5 depth. The next dense layer is medium sand with occasional gravel which ranges from 38 to

51.5 feet in depth. Groundwater was not encountered at a maximum depth of 51.5 ft. The depth to historic high groundwater is approximately 45' below ground surface.

No offsite drainage on-site.

Geotechnical considerations:

Refer to attached Engineering Geology and Geotechnical Engineering Report No. 24-10-86 prepared by Earth Systems Pacific dated October 24, 2024 and revised on November 6, 2024.

Collapsible Soil
Expansion Soil
Potential for seismically-inducted soil liquefaction
February 2024 5
CUP-400
Project Name:

STEP 2: POLLUTANTS OF CONCERN
Pollutants of Concern (See Section 3.3 of TGM)
SedimentNutrientsMetalsPesticidesOxygen Demanding SubstancesToxic OrganicsOil & GreaseBacteriaTrash and Debris Parking Lots X X X X X
Commercial Developments X X X X X X X
Other [fill in if necessary]
Other [fill in if necessary]
*Denote potential pollutant with "x"
Receiving Waterbody Listings (see Section 3.3. of TGM)
[7] If a waterbody is listed for "toxicity" and the cause and/or contribution to toxicity is known, then the consituent group known to contribute to toxicity are listed here (in lieu of listing "toxicity")
[6] For the purposes of this calculation, Total Altered Area shall mean any area that is altered as a result of land disturbance, such as clearing, grading, grubbing, and excavation. This excludes areas used exclusively for temporary stockpiling. [4] "% Alteration of Existing Impervious Area" determines the 50% threshold which is key in determining portion of site that must comply with postconstruction requirements - see Step 1 redevelopment categories for more detail. The amount of "Post Project Impervious Area" that must adhere to postconstruction requirements is dependant on 50% threshold [5] "Project Imperviousness" is calculated using the "Total Project Area" except when redevelopment projects that must mitigate only the altered portion of the redevelopment project area. In this case, the "Total Disturbed Area" is used to calculate "Project Imperviousness" Distance to Project
(ft)
[2] Land-disturbing activity that results in the creation or addition or replacement of less than 5,000 square feet of impervious surface area on an already developed site, or that results in a decrease in impervious area which was subject to the post development stormwater quality control requirements of Board Order 00-108, is not subject to mitigation unless so directed by the local permitting agency [3] Redevelopment does not include routine maintenance activities that are conducted to maintain the original line and grade, hydraulic capacity, or original purpose of the facility or emergency redevelopment activity required to protect public health and safety. Impervious surface replacement, such as the reconstruction of parking lots and roadways, that does not disturb additional area and maintains the original grade and alignment, is considered a routine maintenance activity. Agencies’ flood control, drainage, and wet utilities projects that maintain original line and grade or hydraulic capacity are considered routine maintenance. Redevelopment also does not include the repaving of existing roads to maintain original line and grade.

Constituent Group [7]
Bacteria, Salts, Trash, Metals,
Selenium, Nutrients, Pesticides,
PCBs, Sediment 23887.00
[1] Applicant should enter post-project impervious cover prior to accounting for green roof and hydrologic source control (HSC) credits. Volume reduction provided by green roofs and HSCs are accounted for implicitly in the sizing calcuations for BMPs by assuming the roof area covered by a green roof or the area draining to a HSC is pervious rather than impervious when caluclating the runoff coefficient for the site. Green roofs and HSCs are not required to be considered for all project locations and types. In order to obtain credit, Green Roofs and HSCs must be designed as specified in the TGM.

Additional detail on Green Roofs (ET-1) and HSCs (ET-2) can be found in Section 6 of the TGM.

Receiving Waterbody
(watershed indicated in parentheses)
Other [fill in if necessary]
Arneill Rd Mixed-Use Dev. - SW0037
Activity / Potential Land Uses
Potential Pollutant*
Revolon Slough & Beardsley Wash (Calleguas Creek)
February 2024 6
CUP-400
Project Name:

STEP 3: APPLY SITE DESIGN PRINCIPLES AND TECHNIQUES
Site Planning Y
Protect and Restore Natural Areas N/A
Minimize Land Disturbance Y
Minimize Impervious Cover Y
Apply LID at Various Scales Y
Implement Integrated Water Resource
Management Practices Y
[1] Refer to Section 4.2 - 4.7 of the TGM for applicable Design Criteria.

Arneill Rd Mixed-Use Dev. - SW0037
Included?
Y/N/NA
The project utilizes infiltration measures and drought-tolerant landscaping and smart irrigation controllers.

Provide a brief description of site design principles and techniques included within the proposed project site.

Brief Description of the Site Design Measure
Proposed building roof downspouts with downspout filters will connect to landscaping and/or planter box. Runoff from hardscape areas will drain into permeable pavers for infiltration. Pavers will overflow to LID basin.

Project site is a vacant lot previously developed.

The project utilizes a multi-story design to minimize building footprint.

The permeable pavers in the parking lot will reduce the impervious cover of the project.

This project makes use of a previously developed site and proposes a higher density than the previous SFR.

Site Design Measures [1]
February 2024 7
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FLOW
FLOW
FLOW
FLOW

ARNEILL ROAD
> > > > > > > > > > > > > > > > >
> >
SD
>
T
> > > > > > > > > > > > >
SD

FW FW FW
> > > > >
> > >

NON-RESIDENTIAL

ARNEILL ROAD

NON-RESIDENTIAL

RESIDENTIAL

RESIDENTIAL RESIDENTIAL
ALLEY
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT BASIN: 300± CF OF BIO-RETENTION
PERMEABLE PAVERS #2:
1055± SF
338± CF STORAGE
PERMEABLE PAVERS #1:
902± SF
865± CF STORAGE

TRASH ENCLOSURE

VEGETATED SWALE FL

CURB CUT FOR FLOW INTO BASIN

SD LINE

VEGETATED SWALE FL

OVERFLOW
RISER
12"X12" BOX CATCH BASIN

SD INLET WITH FLOGARD

FULL TRASH CAPTURE

DRAIN INLET FILTER PER
DETAIL ON PLAN NO. C-5.1

CONNECT SD INLET TO SD SIDEWALK SIDEWALK UNDERDRAIN UNDERDRAIN

SD SIDEWALK

UNDERDRAIN

CONNECT SD STRUCTURE TO

SIDEWALK UNDERDRAIN

VEGETATED SWALE FL

SD LINE

SD SIDEWALK

UNDERDRAIN

PLANTER

PLANTER
FL FL

RIDGE LINE

RIP RAP PER DETAIL ON THIS SHEET

SD LINE

SD LINE
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW

DECK DRAIN WITH FLOGARD

DOWNSPOUT FILTER PER
INSTALLATION NOTE 34 AND
DETAIL ON PLAN NO. C-5.1

DECK DRAIN WITH FLOGARD

DOWNSPOUT FILTER PER
INSTALLATION NOTE 34 AND
DETAIL ON PLAN NO. C-5.1

DECK DRAIN WITH FLOGARD

DOWNSPOUT FILTER PER
INSTALLATION NOTE 34 AND
DETAIL ON PLAN NO. C-5.1 ROOF DRAIN

DOWNSPOUT WITH

FILTER PER

INSTALLATION NOTE
16 AND DETAIL ON
PLAN NO. C-5.1

ROOF DRAIN

DOWNSPOUT WITH

FILTER PER INSTALLATION
NOTE 16 AND DETAIL
ON PLAN NO. C-5.1

ROOF DRAIN

DOWNSPOUT WITH

FILTER PER INSTALLATION
NOTE 16 AND DETAIL
ON PLAN NO. C-5.1

ROOF DRAIN

DOWNSPOUT WITH

FILTER PER
INSTALLATION NOTE 16

AND DETAIL ON PLAN
NO. C-5.1
DMA 2
DMA 5
DMA 6
DMA 3
DMA 1
DMA 4
DMA 7 - OFFSITE
DMA 8 -

OFFSITE

ARNEILL ROAD
CE-1 Arneill Road Development Stormwater Management Plan February 6, 2025 N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Hydro\Stormwater Control Plan.dwg, SWMP, Feb 07, 2025 9:04am, apalermo SCALE: 1" = 10'
0 20' 5' 10'
LEGEND DMA 1 - PERVIOUS LANDSCAPE (0.005 TOTAL ACRES; 0.005 ACRES PERVIOUS AND 0.0 ACRES IMPERVIOUS) SELF-TREATING AREA OUTLETS TO SIDEWALK UNDERDRAIN. SQDV 1.67 ft3
REQUIRED.

DMA 2 - ROOF & HARDSCAPE (0.176 ACRES; 0.032 ACRES PERVIOUS AND 0.144 ACRES IMPERVIOUS) DRAINS TO PERMEABLE PAVERS #1 REQUIRED SQDV = 377 ft3
; PROVIDED SQDV = 865 ft3
DMA 3 - LANDSCAPE (0.012 ACRES TOTAL; 0.012 ACRES PERVIOUS AND 0.0 ACRES IMPERVIOUS) SELF-TREATING AREA AND DRAINS TO BASIN REQUIRED SQDV = 1.63 ft3; PROVIDED SQDV = 300 ft3
DMA 4 - PERMEABLE PAVERS, ROOF & HARDSCAPE (0.02 ACRES TOTAL; 0.016 ACRES PERVIOUS AND 0.003 ACRES IMPERVIOUS) DRAINS TO PERMEABLE PAVERS #1 REQUIRED SQDV = 11 ft3
; PROVIDED SQDV =865 ft3
DMA 5 - HARDSCAPE (0.105 ACRES; 0.001 ACRES PERVIOUS AND 0.104 ACRES IMPERVIOUS) DRAINS TO BASIN REQUIRED SQDV = 269 ft3
; PROVIDED SQDV = 300 ft3
DMA 6 - PERMEABLE PAVERS, LANDSCAPE & HARDSCAPE (0.037 ACRES TOTAL; 0.026 ACRES PERVIOUS AND 0.011 ACRES IMPERVIOUS) DRAINS TO PERMEABLE PAVERS #2 REQUIRED SQDV = 32 ft3
; PROVIDED SQDV = 338 ft3
36"
3" MULCH

FLAT BOTTOM

NO SLOPES

BIORETENTION SOIL MEDIA MIX
12"
BIORETENTION BASIN CROSS SECTION N.T.S.
±13.0' WIDTH
30" NO. 2 STONE SUBBASE void ratio = .3
MAX 6" PONDING
NOTES:

1. OVERFLOW RISER TO BE DESIGNED PER FIGURE 6-20 IN VENTURA COUNTY TECHNICAL GUIDANCE MANUAL.

2. BIORETENTION SOIL MEDIA SHOULD CONSIST OF 60% TO 80% FINE SAND AND 20% TO 40% COMPOST PER VENTURA TECHNICAL GUIDANCE MANUAL SPECIFICATIONS.

3. LIST OF BIORETENTION PLANT TYPES:

3.1. CHONDROPETALUM TECTORUM `EL CAMPO'

3.2. JUNCUS PATENS `ELK BLUE`

3.3. KNIPHOFIA UVARIA `MALIBU YELLOW`

OVERFLOW RISER

TOP OF GRATE ELEV
167.00

OUTLET ELEV
166.50 3"X6" NOTCH
INV ELEV 166.00
OUTLET 3" X 5"

ALHAMBRA

RECTANGULAR

DRAIN TO
STREET
DMA 7 & 8 OFFSITES - HARDSCAPE (0.092 ACRES TOTAL; 0.00 ACRES PERVIOUS AND 0.092 ACRES IMPERVIOUS) DRAINS TO PUBLIC STORM DRAIN SYSTEM ON STREET CURB OPENING CATCH BASIN AT ARNEILL ROAD AND PICKWICK HAS TRASH EXCLUDER SCREEN TO TREAT THE RUNOFF FROM THE OFFSITES; REQUIRED SQDV = 237 ft3

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
36"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDGE
PERMEABLE PAVERS #1 SECTION N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW
FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE.

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
12"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDGE
PERMEABLE PAVERS #2 SECTION N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW

FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

CURB CUT

ELEVATION FINISH GRADE PER PLAN
RIP RAP ENERGY DISSIPATION DETAIL N.T.S.

FLOW
PLACE 6"-8" NOMINAL

SIZE ROCK

NON-WOVEN

GEOTEXTILE FABRIC

BIORETENTION SOIL MIX
3:1
4' LENGTH x 3' WIDTH (MIN.) MAX

BOTTOM OF BASIN

0.137
5 0.007

0.785

0.107

0.100

0.05 0.756

0.75 0.063

BIORETENTION
BASIN - DMA's 3, 4, and 5
Alyssa Palermo, Engineer 1
Bioretention Basin
February 7, 2025
Arneill Road Mixed Use Development - SW0037
East side of Arneill Road, between Barry and Lomita Street in City of Camarillo Small shrubs/Grass
Overflow Riser to Sidewalk Underdrain
283.70
Provided SQDV = 300 ft3

0.5 1.5
1 1.5

0.33 283.7

0.33 48

1.33 0.5

3.0 OVEREXCAVATION WILL BE

REQUIRED BELOW EXISTING
GRADE AT MINIMUM 6' TO GET AN
INFILTARTION RATE OVER 0.5
IN/HR (6' DEPTH IS BELOW LAYER

OF EXISITNG ARTIFICIAL FILL TO
BE REMOVED). PER GEOTECH
REPORT, IT-1 RATE OF 97.93 IN/HR
AT 15' DEPTH AND IT-2 RATE IS

0.45 IN/HR AT 4' DEPTH. ASSUME

0.5 IN/HR MINIMUM.

0.25 2.5
.3

2.0 72
141.85
150
NOTE:
±150 SF OF BIORETENTION AREA IS PROPOSED, WITH
A PONDING DEPTH OF 0.5' AND SIDE SLOPES OF 3:1.

0.176

0.009

0.777

0.128

0.05 0.749

0.75 0.063
361.76

PERMEABLE PAVEMENT
PERMEABLE PAVERS #1 - DMA 2

0.137
SQDVPROVIDED = 865.42 ft3
5 Alyssa Palermo, Engineer 1
Permeable Pavement
February 6, 2025
Arneill Road Mixed Use Development - SW0037
East side OF Arneill Road , between Barry and Lomita Street in City of Camarillo Overflow to sidewalk underdrain
N/A

NOT USED

0.5 48

2.0 0.32
3 0.32
3 2.0

OVEREXCAVATION WILL BE REQUIRED BELOW EXISTING
GRADE AT MINIMUM 6' TO GET AN INFILTARTION RATE OVER

0.5 IN/HR (6' DEPTH IS BELOW LAYER OF EXISITNG
ARTIFICIAL FILL TO BE REMOVED). PER GEOTECH REPORT,
IT-3 RATE OF 0.49 IN/HR AT 3' DEPTH AND IT-4 RATE IS 22.93 IN/HR AT 14' DEPTH. ASSUME 0.5 IN/HR MINIMUM.

NOTE: PERMEABLE PAVERS WILL OVERFLOW TO SIDEWALK
UNDERDRAIN AND OUTLET TO ARNEILL ROAD.

APROVIDED = 901.5 ft2
346.73

0.037

0.002

0.296

0.009

0.05 0.317

0.75 0.063

31.84 PERMEABLE PAVEMENT
PERMEABLE PAVERS #2 - DMA 6

0.011
SQDVPROVIDED = 337.59 ft3
5 Alyssa Palermo, Engineer 1
Permeable Pavement
February 6, 2025
Arneill Road Mixed Use Development - SW0037
East side of Arneill Road between Barry and Lomita Street in City of Camarillo Overflow to Basin
N/A

NOT USED

0.5 48

2.0 0.32
1 0.32
1 2.0

OVEREXCAVATION WILL BE REQUIRED BELOW EXISTING
GRADE AT MINIMUM 6' TO GET AN INFILTARTION RATE OVER

0.5 IN/HR (6' DEPTH IS BELOW LAYER OF EXISITNG
ARTIFICIAL FILL TO BE REMOVED). PER GEOTECH REPORT,
IT-1 RATE OF 14.01 IN/HR AT 14' DEPTH AND IT-2 RATE IS 1.11 IN/HR AT 3' DEPTH. ASSUME 0.5 IN/HR MINIMUM.

NOTE: PERMEABLE PAVERS WILL OVERFLOW TO A VALLEY GUTTER THAT WILL CONVEY RUNOFF TO A CURBCUT THAT DIRECTS THE RUNOFF TO THE BIORETENTION BASIN ON-SITE.

APROVIDED = 1054.98 ft2

78.95 Table 6-9: Infiltration Facility Safety Factor Determination Worksheet Factor Category Factor Description Assigned Weight (w) Factor Value (v) Product (p) p = w x v A - Sustainability Assessment Soil assessment methods 0.25 2 0.5 Predominant soil texture 0.25 2 0.5
Site soil variability 0.25 1 0.25
Depth to groundwater / impervious layer 0.25 1 0.25

1.5 B - Design Tributary area size 0.25 1 0.25
Level of pre-treatment/ expected sediment loads 0.25 1 0.25 Redundancy 0.25 1 0.25
Compaction during construction 0.25 1 0.25
1 Note: For all high concerns assign a factor value of 3, for medium concerns assign a factor value of 2, and for low concerns assign a factor value of 1.

Sustainability Assessment Safety Factor SA
Design Safety Factor SB

Page 1 of 10 ends

RECORDED AT THE REQUEST OF
AND WHEN RECORDED MAIL TO:

City Clerk
City of Camarillo
601 Carmen Drive
Camarillo, California 93010
Recorded for the benefit of City of Camarillo.

No fee required (Government Code §27383)
Covenant and Deed Restriction
Assessor Parcel No(s): _________________________________________

STORMWATER TREATMENT DEVICE

ACCESS AND MAINTENANCE AGREEMENT
FOR PROJECT NO. ___ ____________
OWNER:

PROPERTY ADDRESS:

THIS AGREEMENT is made and entered into this ___ _ day of , , by and between ___ ____________________________________
(“Owner”) and the City of Camarillo, a general law city and municipal corporation (“City”).

1. RECITALS. This Agreement is entered into with reference to the following:

A. Owner owns real property (“Property”) in City’s jurisdiction, more specifically described in attached Exhibit “A” and shown on the map in Exhibit “B”, each of which is incorporated by this reference.

B. At the time of initial approval of development project known as ______________________ on the
Property, City required the project to employ on-site control measures to minimize pollutants in urban runoff.

C. Owner intends to install the following device(s)
___________________________________________________________ (“Device”) as the on-site control measure(s) to minimize pollutants in urban runoff (as shown in the attached Exhibit “C”, which is incorporated by this reference, and on the Stormwater Pollution Control or Prevention Plan No. ________.

CUP-400-SW0037
City of Camarillo
162-0-012-210, -280, -290, -300, -310
East side of Arneill Rd between Barry and Lomita St.

Arneill Road Mixed Use Development
A bioretention basin with a bottom area of 150 sf, permeable pavers with an area of 1,956 sf, multiple vegetated swales, two planters with downspout drains and filters, multiple roof/deck drains with downspout filters, a storm drain inlet with a full trash capture device and an on-site storm drain pipe system. 2024-21
City of Camarillo
7 March, 2025,
runoff (as shown in the attached Exhibit C , which is incorporated by this reference, and on theStormwater Pollution Control orPrevention Plan No. ________.
p pp y

Page 2 of 10 ends

D. The Device must be installed in accordance with approved plans and specifications shown on City Drawings Nos. C- through
C- on file with City Engineer,
and incorporated by this reference.

E. The Device, installed on private property and draining only private property, is a private facility and all maintenance or replacement of the Device is the sole responsibility of Owner in accordance with the terms of this Agreement.

F. Owner is aware that periodic and continuous maintenance, including, without limitation, filter material replacement and sediment removal, is required to assure peak performance of the Device, and that such maintenance activity will require compliance with all local, state, or federal laws and regulations, including those pertaining to confined space and waste disposal methods in effect at the time such maintenance occurs.

G. Owner agrees to comply with the most up to date requirements of the City’s Phase I Municipal Separate Storm Sewer System (MS4) National Pollutant Discharge Elimination System (NPDES) Permit and associated order, including but not limited to submitting a maintenance agreement if required by the Permit.

2. ACCESS. Owner grants a license to City’s designee for complete access, of any duration, to the Device and its immediate vicinity at any time, upon reasonable notice, or in the event of emergency, as determined by City’s Director of Public Works (“Director”), no advance notice, for the purpose of inspection, sampling, testing of the Device, and, in case of emergency, to undertake all necessary repairs or other preventative measures at Owner’s expense as provided below.

City will make every effort at all times to minimize and avoid interference with Owner’s use of the Property.

3. MAINTENANCE. Owner will use its best efforts to diligently maintain the Device in a manner assuring peak performance at all times. Refer to the Stormwater Pollution Control/Prevention Plan for further maintenance instructions and the attached Exhibit “C”. All reasonable precautions will be exercised by Owner and Owner’s representative or contractor in the removal and extraction of material(s) from the Device and the ultimate disposal of the material(s) in a manner consistent with all relevant laws and regulations in effect at the time. In October of each year, Owner will provide City with documentation identifying the date of inspection, type and quantity of material(s) removed and disposal destination, and other maintenance performed.
18712
18720

Page 3 of 10 ends

4. DEFAULT. Should Owner, or its successors or assigns, fail to accomplish the necessary maintenance contemplated by this Agreement within ten (10) days after being given written notice by City, City is authorized to take any maintenance action needed and charge the entire cost and expense to Owner or Owner’s successors or assigns, including administrative costs, attorneys’ fees and interest at the maximum rate authorized by law from the date of notice of any expenses incurred by City until paid in full.

5. SECURITY. City may require Owner to post security in form and for a time period satisfactory to City to guarantee the performance of this Agreement. Should Owner fail to perform the obligations under this Agreement, City may, in the case of a cash bond, act for Owner using the proceeds from it, or in the case of a surety bond, require the surety to perform the obligations of the Agreement. As an additional remedy, Director may cause the withdrawal of any previous stormwater related approval with respect to the property on which a Device has been installed until such time as Owner repays to City its reasonable costs.

6. RECORDATION. This Agreement will be recorded in the Ventura County Recorder’s Office at Owner’s expense and will constitute notice to all successors and assigns of title to the Property of Owner’s obligations, and also a lien in such amount as will fully reimburse City, including interest, subject to foreclosure in event of default in payment.

7. ENFORCEMENT. In the event City initiates legal action occasioned by any default or action of Owner, or its successors or assigns, then Owner and its successors or assigns agree to pay all costs incurred by City in enforcing the terms of this Agreement, including reasonable attorney’s fees and costs, and that the same may become a lien against the Property.

8. RUNS WITH PROPERTY. The burdens and benefits in this Agreement constitute covenants that run with the Property and constitute a lien upon the Property.

9. SUCCESSORS. This Agreement is binding upon the heirs, successors, executors, administrators and assigns of the parties. The term “Owner” includes not only the present Owner, but also its heirs, successors, executors, administrators, and assigns. Owner will notify any successor to title of all or part of the Property about the existence of this Agreement. Owner will provide this notice before such successor obtains an interest in all or part of the Property.

Owner will provide a copy of such notice to City at the same time such notice is provided to the successor.

10. TIME IS OF ESSENCE. Time is of essence in the performance of this Agreement.

Page 4 of 10 ends

11. NOTICES. Any notice to a party required or called for in this Agreement will be served in person, or by deposit in the U.S. Mail, first-class postage prepaid, to the address set forth below. Notice will be deemed effective upon receipt, or 72 hours after deposit in the U.S. Mail, whichever is earlier. A party may change a notice address only by providing written notice to the other party.

Page 5 of 10 ends

IF TO CITY: IF TO OWNER:

Public Works Department - Stormwater Program
601 Carmen Drive
Camarillo, California 93010
Telephone #________________
IN WITNESS THEREOF, the parties hereto have affixed their signatures as of the date first written above.

CITY OF CAMARILLO: OWNER:
_________________________________ (If a legal entity such as a corporation, City Manager partnership, limited liability company, or trust, please print the entity’s name and
name and title of signer above signature
line and then sign. If individual, please
print name of signer above signature
line.)

ATTEST: ________________________________
_________________________________ ________________________________ City Clerk

________________________________
APPROVED AS TO FORM BY:

Rachel Richman, City Attorney
January 9, 2024 ________________________________

NOTARIES ON FOLLOWING PAGE
c: Public Works Department (2)
Public Works Stormwater
City GIS Dept.

Owner

Page 6 of 10 ends

EXHIBIT A
(Legal Description)
OH OH
FLOW
FLOW
FLOW
FLOW > > > > > > > >
>
T
> > > > > >
> >
>

NON-RESIDENTIAL

ARNEILL ROAD

NON-RESIDENTIAL

RESIDENTIAL

RESIDENTIAL RESIDENTIAL
ALLEY
> > > > > > > > > > > >
>
>

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT PARKING FLOW FLOW
BASIN: 300± CF OF BIO-RETENTION
PERMEABLE PAVERS #2:
1,055± SF
338± CF STORAGE
PERMEABLE PAVERS #1:
902± SF
865± CF STORAGE

SD LINE

CURB CUT FOR FLOW INTO BASIN

SD LINE

OVERFLOW
RISER
10 11 10
11 12
13 13
13 14
15 15
15 SD INLET
10 11

SIDEWALK

UNDERDRAIN

SD INLET WITH FULL

TRASH CAPTURE
DEVICE
SD
INLET
13 TRASH

ENCLOSURE

SIDEWALK

UNDERDRAIN
10 11
10 11
10 11
10 11
10 11
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
16 17
17 17
17 17 17
17 17
17 RIP RAP
18 18
13 13

SD INLET
10 11
19 19 19 19 19 19
19 19
19 19
19 SIDEWALK

UNDERDRAIN

POST-CONSTRUCTION KEYNOTES
# NAME

CATCH BASIN SIGNAGE

CATCH BASINS

COVERED TRASH ENCLOSURE

STREET AND PARKING LOT SWEEPING

BIORETENTION BASIN
PERMEABLE PAVERS AREA #1 & #2

FULL TRASH CAPTURE DEVICE

VEGETATED SWALE

PLANTER

ROOF/DECK DRAIN WITH FLOGARD

Page 8 of 10 ends

EXHIBIT C
Minimum Maintenance Requirements
For Post-Construction Treatment Devices
Maintenance logs will be required by the City of Camarillo in October of each year for all post-construction devices listed below. At a minimum, the maintenance log should include documentation identifying the device, its location, date of inspection, inspector’s name and signature, type and quantity of material(s) removed, disposal destination, and other maintenance performed. The California Stormwater BMP Handbooks referred to below can be obtained at www.cabmphandbooks.com and the Ventura County Technical Guidance Manual for Stormwater Quality Control Measures (TGM) can be obtained at www.vcstormwater.org. . If device does not apply, write N/A.

Treatment Device Minimum Maintenance Requirements/Schedule Onsite trash enclosures
constructed with solid roof that
protects against stormwater
entering refuse bins.

Inspect yearly prior to October 1 for leaks. Remove solids, stains and/or residue from floor and walls of trash enclosure with dry methods when possible. If water must be used after sweeping/using absorbents, collect water and discharge through grease interceptor to the sewer (check with local Sanitation Department before discharging to sewer). Do not hose down area to a storm drain. Refer also to Calif. Stormwater Municipal BMP Handbook – SC-34.

Onsite storm drains & catch
basins
All onsite catch basins to be inspected and cleaned at least twice a year.

Once immediately prior to October 1 and once in January. Additional cleanings may be required if more than 40% full.

Parking lots & sidewalks Sidewalks and parking lots to be swept regularly to prevent accumulation of litter and debris. Litter, debris and any cleaning agents will be trapped and collected and disposed of properly to prevent entry into storm drain system. Refer also to Calif. Stormwater Municipal BMP Handbook – SC43 & SC-71.

TCM-1 Detention Basin
See Ventura County Technical
Guidance Manual (5/29/15) for
further maint. guidelines
Inspect basin semiannually, after each significant storm, or more frequently, if needed. Check/correct as required: differential settlement, cracking; erosion, leakage or tree growth on embankment; the condition of the riprap in the inlet, outlet and pilot channels; sediment accumulation in the basin; and the vigor and density of the grass turf on the basin side slopes and floor. Remove litter and debris from banks and basin bottom as required. Repair erosion to banks and bottom as required. Remove sediment when accumulation reaches 25% of original design depth, or if resuspension is observed. Clean in early Spring so vegetation damaged during cleaning has time to reestablish.

Inspect outlet for clogging a minimum of twice a year, before and after the rainy season, after large storms, and more frequently if needed.

Correct observed problems as necessary. Clean fore bay frequently to reduce frequency of main basin cleaning. Control mosquitoes, as necessary.

BIO-3, 4 Biofilters (Swales
Grass Strip Filters)
See Ventura County Technical
Guidance Manual (5/29/15) for
further maint. guidelines
Check annually for signs of erosion, vegetation loss, and channelization of the flow. The grass should be mowed when it reaches a height of 6 inches. Allowing the grass to grow taller may cause it to thin and become less effective. The clippings should be removed.

N/A
Self treating swales within DMA
1, 2, and 3

Page 9 of 10 ends

Treatment Device Minimum Maintenance Requirements/Schedule Media Filter, Clarifier, Wet
Vault, Vortex Separator,
Hydrodynamic Systems
Device Name:______________
Model#: __________________
Mfr.(Name & Address):
_____________________
_____________________
Follow manufacturer’s recommended maintenance specifications.

Inspect unit twice during first wet season of operation, setting the cleaning frequency accordingly. Annually inspect for floating debris, sediment buildup, and accumulated petroleum products. Remove accumulated sediment in vault after construction in the drainage area is complete. Recommended frequency of cleaning ranges from one to two years – confirm with manufacturer. Maintenance consists of removal of accumulated material with an educator truck. It may be necessary to remove and dispose of the floatables separately due to the presence of petroleum product. Control mosquitoes, as necessary. Annual maintenance is typical. Refer also to Calif. Stormwater Municipal BMP Handbook – MP-50 & MP-51.

Drain Insert
Mfr.(Name & Address):
_____________________
Model: _____________
Follow manufacturer’s recommended maintenance specifications. At the beginning of the wet season and after significant storms, inspect for proper functioning and remove sediment buildup. After construction, verify that stormwater enters the unit and does not leak around the perimeter. Refer also to Calif. Stormwater Municipal BMP Handbook – MP-52.

Drain Insert – Connector Pipe
Screen (CPS)
MODEL: StormTek ST-3G
(removable half-moon CPS)
Mfr.: Advanced Solutions
714-457-3283
www.stormtekCPS.com
Or
MODEL: Flexstorm CPS
(removable half-moon)
Mfr: ADS/Flexstorm
805-904-9923; 866-287-8655
www.ads-pipe.com
Follow manufacturer’s recommended maintenance specifications.

Inspect quarterly and before and after significant rain events. Clean device and catch basin if 25% or more full of trash and debris. CPS screen may need to be pressured washed; block outlet pipe and vacuum wastewater; do not allow wastewater to exit outlet pipe. May require use of industrial vacuum or vactor truck. Dispose of debris properly.

INF-5 Permeable Pavement
See Ventura County Technical
Guidance Manual (5/29/15) for
further maint. guidelines

1. Regularly Inspect pavement or pavers for pools of standing water after rain events, this could indicate clogging.

2. Actively (3-4 times per year) vacuum sweep the pavement to reduce the risk of clogging by frequently removing fine sediments before they can clog the pavement and subsurface layers.

3. Inspect for vegetation growth on pavement and remove when present.

4. Inspect for missing sand/gravel in spaces between pavers and replace as needed.

5. Activities that lead to ruts or depressions on the surface should be prevented or the integrity of the pavement should be restored by patching or repaving.

6. Spot clogging of porous concrete may be remedied by drilling 0.5 inch holes every few feet in the concrete.

7. Interlocking pavers that are damaged should be replaced.

8. Maintain landscaped areas and reseed bare areas.

N/A
Make: FloGard® Grate Inlet Basket
Model: FF-24D
N/A
1956 sf of permeable
paving on-site
One (1) Full Trash Capture Device:

By Oldcastle Infrastructure, Inc.

Make: FloGard® Downspout Filter
Model: FG-DS4A
Eleven (11) Downspout Drain Filter Device:

By Oldcastle Infrastructure, Inc.

Page 10 of 10 ends

Treatment Device Minimum Maintenance Requirements/Schedule INF-3 or BIO-1 Bioretention
with or without Underdrain
See Ventura County Technical
Guidance Manual (5/29/15) for
further maint. guidelines

1. Repair small eroded areas

2. Remove trash and debris and rake surface soils

3. Remove accumulated fine sediments, dead leaves, and trash

4. Remove weeds and prune back excess plant growth. Replace dead plants.

5. Remove sediment and debris accumulation near inlet and outlet structures.

6. Periodically observe function under wet weather conditions

7. Replace or add mulch as needed to maintain a 2-3” depth at least once every two years.

8. If sediment is deposited in the bioretention area, immediately determine the source within the contributing area, stabilize, and remove excess surface deposits.

9. Via observation well inspect underdrain for standing water/proper dewatering.

INF-1, 2 Infiltration Basin or
Trench
See Ventura County Technical
Guidance Manual (5/29/15) for
further maint. guidelines.

1. Remove trash, debris, and sediment at inlet and outlets

2. Wet weather inspection to ensure drain time. Basin or trench should drain within 72 hours of storm. If clogging occurs refer to VC TGM for further guidance.

3. Remove weeds

4. Inspect for mosquito breeding

5. Remove sediment when 6 inches has accumulated and replace vegetation that was removed during sediment removal process.

6. Regularly inspect pretreatment sediment removal device for nec. maint.

INF-6 Proprietary Infiltration
Basin or Trench
Model: _____________
Mfr.: _______________
Phone: _____________
Follow manufacturer guidelines.

Minimum Maintenance:

1. Remove trash, debris, and sediment at inlet and outlets

2. Wet weather inspection to ensure drain time. Basin or trench should drain within 72 hours of storm.

3. Inspect for mosquito breeding

4. Regularly inspect pretreatment sediment removal device for necessary maintenance
Other Device:
1/8/2024 ver.

INF-3; Site includes a
bioretention basin with
a bottom area of 150 sf.

N/A
N/A
Planter
Per manufacturer guidelines and per detail 6 on Landscape Plan sheet LI503
Stormwater Treatment/Mitigation Device
Operations & Maintenance Plan
Address: Arneill Road (APN #162-0-012-210, -280, -290, -300, -310) Project No.: CUP-400
Date: February 7, 2025
Prepared for:

Owner Name: City of Camarillo, David Moe
Owner Mailing Address: 601 Carmen Drive Camarillo, CA 93011 Prepared by:

Name: Alyssa Palermo
Company: _RRM Design Group
Mailing Address: 3765 S. Higuera St., San Luis Obispo, CA 93401 Phone No.: (805) 543-1794

Page 2 of 19 ends

STORMWATER TREATMENT OPERATIONS & MAINTENANCE PLAN
Arneill Road Mixed Use Development – CUP-400

Project Address & No.

INTRODUCTION
This Stormwater Treatment Operations and Maintenance Plan (O&M) has been prepared for the developments located at the above address in Camarillo, California.

This O&M has been prepared in conformance with the guidelines set forth in Appendix I (Maintenance Plan Guidelines & Checklists) of the Technical Guidance Manual for Storm Water Quality Control Measures.

Page 3 of 19 ends

1. SITE MAP – SEE APPENDIX A

Page 4 of 19 ends

2. BASELINE DESCRIPTIONS
This is a mixed-use project consisting of (9) residential units and 500 square feet (SF) of commercial space. The mixed-use building fronting Arneill Road is a 2-story building that includes a commercial space, community space for the residents, and (2) 1-bed units on the second floor. The back building contains (2) 2-bedroom units and (5) 1-bedroom units.

2.1. O&M Implementation Responsibility
Table 2-1 O&M Implementation Responsibility
Company Contact and Telephone Number Responsibility
City of Camarillo Public Works (805) 388-5340 Operation and Maintenance

2.2. Financing Mechanism & Estimated Annual Maintenance Cost Owner to be responsible for financing, inspection, maintenance, and upkeep of stormwater control measures.

Estimated Annual Maintenance Cost for Storm water Treatment Device: $1,570.25

2.3. Permanent Stormwater Control Measures
This facility is equipped with the following permanent stormwater control measures:
x DMAs 4,5, and 6 shall be retained on an on-site bioretention basin. There is 150 sf of bioretention basin per detail on Post Construction Stormwater Management Plan (PCSMP #SW0037) with an approximate annual maintenance cost of $103. This cost was determined using the Minnesota Stormwater Manual reference to a study published in 2017 by the American Society of Civil Engineers (ASCE) that shows the median annual maintenance cost of bioretention devices was estimated at $0.687/sq ft.
x DMAs 2 and 3 shall be retained via Permeable Pavers #1 and DMA 5 shall be retained via Permeable Pavers #2. There are 1,956 sf of permeable pavers per detail on Post Construction Stormwater Management Plan (PCSMP #SW0037) with an approximate annual maintenance cost of $1,344. This cost was determined using the Minnesota Stormwater Manual reference to a study published in 2017 by the American Society of Civil Engineers (ASCE) that shows the median annual maintenance cost of bioretention devices was estimated at $0.687/sq ft. x There are multiple vegetated swales to be used for conveyance only on-site. The vegetated swales contain approximately 168 sf of landscaped area with an approximate annual maintenance cost of $115. This cost was determined using the Minnesota Stormwater Manual reference to a study published in 2017 by the American Society of Civil Engineers (ASCE) that shows the median annual maintenance cost of bioretention devices was estimated at $0.687/sq ft.
x DMA 7 and 8 are offsite and shall join the public storm drain system at the intersection of Arneill and Pickwick by entering the existing curb drain catch basin inlet. The existing inlet contains trash excluder screens to treat the offsite runoff.
x There is a proposed Full Capture Trash Capture device for the site located in DMA 2. The device

Page 5 of 19 ends

shall be manufactured by Oldcastle Infrastructure and the model is the FloGard Catch Basin Inlet Filter - Grate Inlet Style (per detail on Plan No. C-5.1. The inlet grate is 4 sf area with an approximate annual maintenance cost of $2.75. This cost was determined using the Minnesota Stormwater Manual reference to a study published in 2017 by the American Society of Civil Engineers (ASCE) that shows the median annual maintenance cost of bioretention devices was estimated at $0.687/sq ft.
x There are two planter boxes located below downspout drains on site. The planter boxes are designed per Detail 6 on Landscape Sheet LI503 in the landscape plans and will be piped directly into the on-site storm drain pipe system. The planter boxes contain approximately 8 sf of landscaped area with an approximate annual maintenance cost of $5.50. This cost was determined using the Minnesota Stormwater Manual reference to a study published in 2017 by the American Society of Civil Engineers (ASCE) that shows the median annual maintenance cost of bioretention devices was estimated at $0.687/sq ft.
x There are multiple roof downspout drains on site that do not outlet to a planter box. There are six deck drains with a FloGard downspout filter (per detail on Plan No. C-5.1) at the rear of the Residential Building that outlet onto impermeable pavers. There are 5 downspout drains with a FloGard downspout filter (per detail on Plan No. C-5.1) that outlet to landscape areas via splashblock. The roof drains and deck drains collect all of the stormwater from the roof of the buildings. The roof surface area is approximately 4218.5 sf with an approximate annual maintenance cost of $2,898. This cost was determined using the Minnesota Stormwater Manual reference to a study published in 2017 by the American Society of Civil Engineers (ASCE) that shows the median annual maintenance cost of bioretention devices was estimated at $0.687/sq ft.

2.4. Inspection and Maintenance Procedures
Inspection and maintenance procedures for the stormwater treatment devices are presented in the tables below. Inspection and maintenance activities are discussed in Section 6.

Note: An inspection checklist from the Technical Guidance Manual Appendix I should be included for each device. Below is a list of devices that have an inspection checklist. a) Bioretention/Planter Box
b) Vegetated Swale Filter
c) Vegetated Filter Strip
d) Sand Filter
e) Infiltration BMPs
f) Permeable Pavement
g) Constructed Treatment Wetland
h) Wet Retention Basin
i) Dry Extended Detention Basin
j) Proprietary Devices
Table 2-2 Inspection
Area Item Frequency
Equipment/Materials
Necessary
Safety
Equipment
Catch Basin
Signage
Inspect the catch basins to
ensure that they are labeled
with the wording “Don’t Dump
– Drains to Creek.”
Quarterly None None
Catch Basins Inspect the catch basins for
debris and sediment build up.

Quarterly None May require use
of Gas Detector
and confined

Page 6 of 19 ends

space training
certification.

Covered Trash
Enclosure
Trash Enclosures will be kept
free of debris. No debris shall
be washed to the storm drain.

Monthly None
Street & Parking
Lot Sweeping
Private roads and parking lots
shall be maintained free of
litter/debris.

Monthly None Debris must be
disposed of
properly and not
swept into storm
drains.

Bioretention
basin
Inspect bioretention basin side
slopes, soil media, and
irrigation for stability and
functionality and plants for
health.

Monthly None
Permeable pavers Inspect pavers for sediment
accumulation, ponding, and/or
clogging.

Monthly None Debris must be
disposed of
properly and not
swept into storm
drains.

Vegetated Swales
(for conveyance
only)
Inspect the swales for trash
and debris that inhibits
conveyance.

Monthly None Debris must be
disposed of
properly.

Oldcastle
Infrastructure
FloGard - Full
Trash Capture
Device
Inspect the trash capture
device for debris and sediment
build up.

Quarterly None Debris must be
disposed of
properly. May
require use of Gas
Detector and
confined space
training
certification.

Planter Box Inspect the planter for trash
and debris that inhibits
drainage.

Monthly None Debris must be
disposed of
properly.

Oldcastle
Infrastructure
FloGard
Downspout Filter
Inspect the filter for debris and
sediment build up. Inspection
per manufacturers
specifications.

Quarterly None Debris must be
disposed of
properly.

Page 7 of 19 ends

Table 2-3 Maintenance
Area Item Frequency
Equipment/Materials
Necessary
Safety
Equipment
Catch Basin
Signage
Replace signage when worn
or wording is no longer
legible.

When deemed
necessary by
inspection
Replacement plaque
(available from the city
at 805-383-5659)
Safety glasses,
gloves, long
pants, and
sturdy work
shoes.

Catch Basins Remove debris and clean as
necessary.

Quarterly May require use of
vacuum or vactor truck
and gas detector.

Gas detector
and confined
space training
certification
may be
required.

Covered Trash
Enclosures
Trash Enclosures will be kept
free of debris. No debris shall
be washed to the storm
drain.

Monthly
Street &
Parking Lot
Sweeping
Private roads and parking
lots shall be maintained free
of litter/debris.

Monthly Street Sweeper Debris must
be disposed of
properly and
not swept into
storm drains.

Bioretention
basin
Bioretention basin shall be
maintained free of
litter/debris and inspected
for plant health, irrigation
functionality, and soil media
infiltration rates.

Quarterly Replacement plants
and/or soil media;
mowing machine
Permeable
pavers
Permeable pavers shall be
maintained free of
sediment/debris and
inspected for surface clogs
and/or erosion.

Quarterly Vacuum truck Debris must
be disposed of
properly and
not swept into
storm drains.

Vegetated
Swales (for
conveyance
only)
The swales shall be
maintained free of debris
and inspected for surface
clogs and/or erosion.

Monthly Hand tools Debris must
be disposed of
properly and
not swept into
storm drains.

Oldcastle
Infrastructure
FloGard - Full
Trash Capture
Device
Trash capture device to be
maintained and free of
debris and inspected for
clogs.

Quarterly Hand tools. May require
use of vacuum or vactor
truck and gas detector.

Gas detector
and confined
space training
certification
may be
required.

Page 8 of 19 ends

Area Item Frequency
Equipment/Materials
Necessary
Safety
Equipment
Planter Box The planters shall be
maintained free of debris
and inspected for surface
clogs and/or erosion. Outlet
pipe to be inspected for
clogs.

Monthly Hand tools Debris must
be disposed of
properly and
not swept into
storm drains.

Oldcastle
Infrastructure
FloGard
Downspout
Filter
Filters to be maintained and
free of debris and inspected
for clogs. Maintenance per
manufacturers
specifications.

Quarterly Hand tools. May require
use of vacuum or vactor
truck and gas detector.

Debris must
be disposed of
properly and
not swept into
storm drains.

2.5. Housekeeping Procedures
As appropriate list appropriate housekeeping practices. See http://www.vcstormwater.org/index.php/programs/business for a list of clean business fact sheets (which can be referenced or attached to your O&M plan.

N/A

SPILL O&M
These spill response procedures have been developed to respond to potential spills at the site.

2.6. Emergency Notification Procedures
If there has been a release of hazardous material, follow the notification procedures presented below.

ON SITE SPILLS
Immediately contact the O&M Coordinator listed in Table 2-1.

If the O&M Coordinator is unavailable, immediately notify the following agencies. If the O&M Coordinator is available, he should make these notifications.

Local emergency response: 911
Ventura County Spill Hotline: (805) 320-6244
City of Camarillo Illicit Discharge Spill Hotline: (805) 388-5338 State Office of Emergency Services (OES): (805) 852-7550 Ventura County Environmental Health
Department:

Business hours: (800) 654-2813
After hours: 911
State Regional Water Quality Control Board:
(Ask for someone in technical support)
(213) 576-6600
If waste oil is spilled, contact the DTSC: Business hours: (800) 852-7550

Page 9 of 19 ends

(Department of Toxic Substance Control) After hours: (800-852-7550 FOR SPILLS RUNNING OFF SITE – If a reportable quantity or more flows from the site:

1. Follow sequence of actions noted above.

2. Notify the National Response Center at: (800) 424-8802

FOR SPILLS THAT THREATEN NAVIGABLE WATER

1. Follow sequence of actions noted above.

2. Notify United States Coast Guard at: (562) 980-4444
Information to be Included in Oral Notification
When reporting to government agencies is required, notification should be made as soon as possible.

Below are possible questions that the agency may ask.

Document all reports to regulatory agencies. Ask the name and position of person you have contacted and note the agency and the time of your call. Write this information down.

1. Give the facility name, address, and phone number as well as your name and position.

2. Date and time of the spill
a. Time or estimated time spill began
b. Duration of spill or if it is continuing
c. Location of spill

3. Spill information:
a. Materials spilled.
b. Volume or estimated volume spilled.
c. Has spill entered storm drain or navigable waters? If so, how much? Is there potential for the spill to enter storm drain or navigable waters? d. The source of the discharge.
e. A description of all affected media (e.g. water and/or soil). f. The cause of the discharge
g. Damages or injuries caused by the discharge.

4. Response measures taken:
a. For containment.
b. For cleanup.
c. Has the source been stopped?
d. Will as evacuation be required?
e. Name or individuals and organizations who have been contacted.

5. Weather:
a. Raining?
b. Air temperature?
c. Wind speed and direction?
Do not wait until all information is known to contact agencies.

Do not hang up until all questions are answered.

2.7. Spill Response

Page 10 of 19 ends

The following spill response procedures provide guidelines for use by those on duty to respond to releases. They are not meant to supplant the use of common sense and good judgment during emergencies. Do not contact any spilled material unless wearing proper personal protective equipment per the MSDS.

1. NOTIFY SUPERVISOR. As soon as it is safe to do so, notify your supervisor. a. If the spill involves fire, the supervisor will call 911 immediately. b. The supervisor will notify the O&M Coordinator and take charge until the O&M Coordinator arrives.
c. The O&M Coordinator will take charge of the situation on arrival.

2. EVACUATE the immediate area.

3. AID any persons that have been injured or contaminated or are in danger of being injured or contaminated. Do not put yourself in danger trying to save someone else. If someone is contaminated with material, avoid contacting that person.

4. STOP FLOW, if it is safe to do so. Stop the source of the spill and contain the material that has already been spilled. Do this only if it can be accomplished safely without endangering life or property. Minimizing the amount of material spilled reduces the potential for discharge and the amount of clean up necessary.

5. ALERT OTHERS in the area to stay clear.

6. ELIMINATE IGNITION SOURCES in the area.

7. CONTAIN SPILL if it has, or is about to, enter storm drains. Place absorbent material into position to contain the spill. Care should be used to prevent the spill from leaving the site or entering sewers and storm drains.

8. CLEAN UP spilled material with absorbent materials, dikes, etc. Contact contractors (see Table 3- 1) for assistance if necessary.

9. NOTIFY personnel and agencies presented in Section 3.1.

O&M Coordinator Responsibilities
x In charge of overall incident response
x Calling emergency numbers as required (see Section 3.1) x Notifying people in the area and advising them to stay away from the spill x Coordinating with outside emergency response and providing technical information x Reporting emergency incidents to appropriate agencies x Authorizing non-emergency cleanup measures
x Ensuring compliance with applicable federal, state, and local rules and regulations Response Equipment – External Response Equipment
Contractors may be contacted to provide the following spill response equipment (see below):
x Bins and equipment for used absorbent removal
x Vacuum truck to collect and remove spilled material
Table 3-1 Spill Response Contractor(s)
Name Phone Number Address

Page 11 of 19 ends

GD Robinson Plumbing
Company
(805) 208-8769 1372 Montgomery Road, Thousand
Oaks, Ca 91360
Service Pros Restoration (805)388-5373 601 Carmen Dr. Camarillo, Ca 93010 Precision Environmental
Inc.
(805) 388-6100 360 Arneill Rd. Camarillo, Ca 93010

2.8. Spill Cleanup Procedures
Material generated during spill response activities must be disposed of in accordance with applicable federal, state, and local regulations.

There may be various types of waste generated during response activities. Below is a list of common materials and disposal requirements.
x Free product: if there is a large amount of this material, a vacuum truck should be contacted to collect and haul it to a licensed treatment, storage, and disposal facility for recycling or disposal.

Small spills may be cleaned up using absorbent material. x Soiled rags, booms, and absorbent material should be drummed up and sent to a licensed treatment, storage, and disposal facility for disposal.

2.9. Receiving Water Bodies
Material that enters storm drains at the site will travel through the storm drain system which discharges into
܆ Calleguas Creek
܈ Revolon Slough/Beardsley Wash
܆ Conejo Creek

2.10. Sampling Plan
During a spill, it may be possible for contaminated material to enter the storm drain. If contaminated material enters the storm drain, it may be prudent to take samples and to document the amount of material released.

If sampling is performed, samples should be taken at the storm drain inlet where contaminated material is entering.

The samples must be sent to a state-certified laboratory for analysis. The following procedures will be used for taking the samples:
a. Collect samples in sampling containers. Ensure that the sample is free of excess debris (i.e. leaves, paper fragments, etc.). Fill the container to the top. b. The closed sample containers may be sealed with custody tape, which can be obtained from the test laboratory with the sample bottles. Do not seal the bottles with other types of tape (scotch, duct, cellophane, etc.) as organic material from the tape may contaminate the sample. c. Label samples with the following information:
i. Company Name v. Sample Description

Page 12 of 19 ends

ii. Date Sampled vi. Preservative
iii. Time Sampled vii. Analysis Required
iv. Collection Point viii. Special Requirements
d. The laboratory should be instructed to analyze for the constituents, which may have been discharged. In the event of an oil spill, the sample should be analyzed for “Oil & Grease.” e. Complete a chain-of-custody form recording pertinent information including the information listed above and the signature of the person taking the sample. The test laboratory will provide the chain-of-custody forms.
f. If possible, chill the samples to 4°C (40°F) until the samples are delivered to the laboratory. Do not freeze the samples.
g. Send the samples to a state-certified laboratory, or call the laboratory, or call the laboratory to have the samples picked up.

Page 13 of 19 ends

3. FACILITY CHANGES
This O&M will be amended:
a. EXAMPLE: When there is a change in operations which may significantly affect the character or quantity of pollutants discharging from the site, or
b. EXAMPLE: When plans are made to modify the approved treatment devices.

Minor administrative changes to the O&M (changes in names, phone numbers, etc.) may be made by the O&M Coordinator.

Amendments to the O&M will be noted on the Amendment Log in Appendix B.

Page 14 of 19 ends

4. TRAINING
The following personnel will be trained in the requirements of this O&M:

Table 5-1 Personnel Requiring O&M Training
Title Responsibilities
O&M Coordinator
See Table 2-1 for contact information.

O&M Implementation. Verification and
documentation that O&M training is performed.

Designated employees of
City of Camarillo Public Works
Inspection and maintenance of catch basins,
catch basin signage bioretention basin,
permeable pavers, covered trash enclosure,
parking lot, and adjacent roadway.

This training will cover the elements of this O&M including maintenance, inspection and repair of the stormwater treatment devices.

Information to be covered during training, and a log to document training, is included in Training Forms found in Appendix D.

Page 15 of 19 ends

5. BASIC INSPECTION AND MAINTENANCE ACTIVITIES
Inspection and maintenance procedures are presented in Tables 2-2 and 2-3 and discussed in following subsections.

5.1. Inspection Activities
List responsible personnel to conduct inspections and maintenance per schedule of Table 2.2.

Stormwater control devices and general facilities should be inspected quarterly, with one inspection prior to the rainy season and one after the rainy season.

5.2. Inspection Logs
An Inspection Log is presented in Appendix C. This log presents information on how to conduct inspections and will be used to document inspection activities. Please note: there are no mechanical or electrical devices that require annual testing.

5.3. Maintenance Activities
Various contractors will be used to perform maintenance activities. Contractors and/or maintenance services will be responsible for training and ensuring the safety of their employees and will be identified on maintenance record.

5.4. Maintenance Records
Maintenance records (i.e. invoices, work orders, or maintenance logs) will be kept on file for five (5) years.

Page 16 of 19 ends

REVISIONS OF POLLUTION MITIGATION MEASURES
If corrective measures or modifications need to be made to the stormwater control measures or procedures, approval must be obtained from the City of Camarillo, Land Development Engineering Division prior to commencing any work.

Any corrective measures or modifications shall not cause stormwater discharges to bypass or otherwise impede existing stormwater control measures.

Minor administrative changes to the O&M (changes in names, phone numbers, etc.) do not need to be submitted to the City.

Page 17 of 19 ends

6. MONITORING & REPORTING PROGRAM
The governing stormwater agency may require a Monitoring & Reporting Program to assure the stormwater management control measures approved for the site are performing according to design. If required by local permitting agency, the Maintenance Plan shall include performance testing and reporting protocols.

Page 18 of 19 ends

APPENDIX ITEMS:

A. Detailed Site Plan
B. Amendment Log: Stormwater Treatment Operations and Maintenance Plan C. Stormwater Treatment Device Inspection Log and appropriate Inspection Checklists from the Technical Guidance Manual, Appendix I as well as Maintenance Guidelines for Full Trash Capture Device.

D. Employee Training Forms

Page 19 of 19 ends

Appendix A
OH OH
FLOW
FLOW
FLOW
FLOW > > > > > > > >
>
T
> > > > > >
> >
>

NON-RESIDENTIAL

ARNEILL ROAD

NON-RESIDENTIAL

RESIDENTIAL

RESIDENTIAL RESIDENTIAL
ALLEY
> > > > > > > > > > > >
>
>

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

SD LINE

CURB CUT FOR FLOW INTO BASIN

SD LINE

OVERFLOW
RISER
10 11 10
11 12
13 13
13 14
15 15
15 SD INLET
10 11

SIDEWALK

UNDERDRAIN

SD INLET WITH FULL

TRASH CAPTURE
DEVICE
SD
INLET
13 TRASH

ENCLOSURE

SIDEWALK

UNDERDRAIN
10 11
10 11
10 11
10 11
10 11
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
16 17
17 17
17 17 17
17 17
17 RIP RAP
18 18
13 13

SD INLET
10 11
19 19 19 19 19 19
19 19
19 19
19 SIDEWALK

UNDERDRAIN

POST-CONSTRUCTION KEYNOTES
# NAME

CATCH BASIN SIGNAGE

CATCH BASINS

COVERED TRASH ENCLOSURE

STREET AND PARKING LOT SWEEPING

BIORETENTION BASIN
PERMEABLE PAVERS AREA #1 & #2

FULL TRASH CAPTURE DEVICE

VEGETATED SWALE

PLANTER

ROOF/DECK DRAIN WITH FLOGARD

DOWNSPOUT FILTER
10 11
12 13
14 15
16 17
18 19
Exhibit B - BMP Location Map
Arneill Road Development - CUP-400
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Hydro\Stormwater Quality Maint. Agreement\Stormwater Quality Maint.Agreement Exhibit B.dwg, BMP EXHIBIT B 1, Feb 07, 2025 9:18am, apalermo CE-1 SCALE: 1" = 20'
0 40' 10' 20'
February 6, 2025
Exhibit B - BMP Location Map
Arneill Road Development - CUP-400
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Hydro\Stormwater Quality Maint. Agreement\Stormwater Quality Maint.Agreement Exhibit B.dwg, BMP EXHIBIT B 2, Feb 07, 2025 9:18am, apalermo

PROPOSED CMU RETAINING WALL,
MAX HEIGHT RETAINED 3.0', OVERALL

HEIGHT PER GRADING PLAN

PROPOSED PERMEABLE PAVERS PER

SECTION ON SHEET THIS SHEET

PROPOSED IMPERMEABLE PAVERS

PER LANDSCAPE PLANS

PROPOSED CONCRETE FLATWORK

PER SOILS REPORT

RECOMMENDATIONS

PROPOSED PLANTED AREA PER

LANDSCAPE PLANS

PROPOSED BIORETENTION

BASIN PER DETAIL ON SHEET
CE-4
> > PROPOSED FLOWLINE

PROPERTY LINE

SD PROPOSED STORM DRAIN LINE
LEGEND

PROPOSED AC PAVEMENT

SD PROPOSED CHANNEL DRAIN
February 6, 2025 CE-2

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
36"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDGE
PERMEABLE PAVERS #1 SECTION
N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW
FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE.

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

Exhibit B - BMP Location Map CE-3
Arneill Road Development - CUP-400 N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Hydro\Stormwater Quality Maint. Agreement\Stormwater Quality Maint.Agreement Exhibit B.dwg, BMP EXHIBIT B 3, Feb 07, 2025 9:18am, apalermo

PROPOSED CMU RETAINING WALL,
MAX HEIGHT RETAINED 3.0', OVERALL

HEIGHT PER GRADING PLAN

PROPOSED PERMEABLE PAVERS PER

SECTION ON SHEET THIS SHEET

PROPOSED IMPERMEABLE PAVERS

PER LANDSCAPE PLANS

PROPOSED CONCRETE FLATWORK

PER GEOTECHNICAL REPORT

RECOMMENDATIONS

PROPOSED PLANTED AREA PER

LANDSCAPE PLANS

PROPOSED BIORETENTION

BASIN PER DETAIL ON SHEET
CE-4
> > PROPOSED FLOWLINE

PROPERTY LINE

SD PROPOSED STORM DRAIN LINE
LEGEND

PROPOSED AC PAVEMENT

SD PROPOSED CHANNEL DRAIN
February 6, 2025

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
12"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDG
PERMEABLE PAVERS #2 SECTION
N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW

FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

POST- CONSTRUCTION NOTES:

1. CATCH BASINS TO BE INSPECTED TO ENSURE THAT THEY ARE LABELED WITH THE WORDING “DON’T DUMP – DRAINS TO CREEK.”

SIGNAGE TO BE REPLACED WHEN WORN OR WORDING IS NO
LONGER LEGIBLE.

2. CATCH BASINS AND RELATED FULL TRASH CAPTURE DEVICES TO BE INSPECTED FOR DEBRIS AND SEDIMENT BUILD UP. DEBRIS AND

SEDIMENT TO BE REMOVED AND CATCH BASIN CLEANED AS
NECESSARY.

3. TRASH ENCLOSURES WILL BE KEPT FREE OF DEBRIS. NO DEBRIS SHALL BE WASHED TO THE STORM DRAIN.

4. PRIVATE ROADS AND PARKING LOTS SHALL BE MAINTAINED FREE OF LITTER/DEBRIS.

5. THE BIORETENTION BASIN SHALL BE MAINTAINED FREE OF

LITTER/DEBRIS AND INSPECTED FOR PLANT HEALTH, IRRIGATION FUNCTIONALITY, AND SOIL MEDIA INFILTRATION RATES.

6. PERMEABLE PAVERS SHALL BE INSPECTED FOR SEDIMENT
ACCUMULATION, PONDING, AND/OR CLOGGING. PERMEABLE

PAVERS SHALL BE MAINTAINED FREE OF SEDIMENT/DEBRIS AND
INSPECTED FOR SURFACE CLOGS AND/OR EROSION.

Exhibit B - BMP Location Map CE-4
Arneill Road Development - CUP-400
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Hydro\Stormwater Quality Maint. Agreement\Stormwater Quality Maint.Agreement Exhibit B.dwg, BMP EXHIBIT B 4, Feb 07, 2025 9:18am, apalermo February 6, 2025
36"
3" MULCH

FLAT BOTTOM

NO SLOPES

BIORETENTION SOIL MEDIA MIX
12"

BIORETENTION BASIN CROSS SECTION
N.T.S.
±13.0' WIDTH
30" NO. 2 STONE SUBBASE void ratio = .3
MAX 6" PONDING
NOTES:

1. OVERFLOW RISER TO BE DESIGNED PER FIGURE 6-20 IN VENTURA COUNTY TECHNICAL GUIDANCE MANUAL.

2. BIORETENTION SOIL MEDIA SHOULD CONSIST OF 60% TO 80% FINE SAND AND 20% TO 40% COMPOST PER VENTURA TECHNICAL GUIDANCE MANUAL SPECIFICATIONS.

3. LIST OF BIORETENTION PLANT TYPES:

3.1. CHONDROPETALUM TECTORUM `EL CAMPO'

3.2. JUNCUS PATENS `ELK BLUE`

3.3. KNIPHOFIA UVARIA `MALIBU YELLOW`

OVERFLOW RISER

TOP OF GRATE ELEV
167.00

OUTLET ELEV
166.50 3"X6" NOTCH
INV ELEV 166.00
OUTLET 3"x5"

ALHAMBRA

RECTANGULAR

DRAIN TO
STREET
Amendment Log
Amendment No. Date Brief Description of Amendment Prepared and Approved By

Replacement & Repair
Instruction Manual
FLOGARD +PLUS®
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1. FloGard Stainless Steel Support Frame

2. Fossil Rock Absorbent Pouches

3. Liner

4. GeoGrid Support Basket & Cable
* Grate and Basin NOT INCLUDED
ŝƐĂƐƐĞŵďůǇ͗
ϭ͘ Clear FloGard of any existing debris by hand or vacuum.

Ϯ͘ Unclip and remove the &ossil Zock pouches from the inside >iner. ϯ͘ Lift the FloGard from the catch basin͘
ϰ͘ Using a slotted screw driver, carefully pry open the metal tabs holding the GeoGrid and Cable in place. Separate the GeoGrid and Liner from the FloGard Ĩrame.
ϱ͘ Unclip the Liner from the inside of the GeoGrid. If you are reusing the Liner, rinse thoroughly with water and inspect for tears. (If torn, mend with stainless steel wire or replace the Liner)͘
ϲ͘ Rinse and inspect the GeoGrid Basket and the reinforcing cable. (If torn, mend with stainless steel wire or replace the GeoGrid)͘ ϳ͘ Rinse and inspect the Stainless Steel FloGard frame.

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ϭ͘ Fully expand the GeoGrid Basket and orient to the FloGard frame.

Hook cable and GeoGrid to the FloGard frame metal tabs and close the tabs using slotted screwdriver. Move around the FloGard until all tabs are closed and GeoGrid is secured to the Frame.

Ϯ͘ Expand and orient the Liner, locating the clips at each corner and side.

Push the Liner through the center of the FloGard frame and secure the clips to the GeoGrid Basket close to the top support cable. Push the >iner to expand inside of the basket.
ϯ͘ Clip new Fossil Rock Rubberizer pouches to the inside of the Liner. ϰ͘ Lower FloGard back into the basin, replace grate.
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FLOGARD +PLUS®
June 2018 v.1

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KDD
Ed/KE^͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϭ 'Z/E'͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϮ WƌĞͲ'ƌĂĚŝŶŐŽŶƐŝĚĞƌĂƚŝŽŶƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϮ ZŽƵŐŚ'ƌĂĚŝŶŐͬƌĞĂƐŽĨĞǀĞůŽƉŵĞŶƚ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϮ hƚŝůŝƚǇdƌĞŶĐŚĞƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϱ
ǆĐĂǀĂƚŝŽŶƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϱ ^dZhdhZ>
^/'E͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϲ ŽŶǀĞŶƚŝŽŶĂů^ŚĂůůŽǁ&ŽƵŶĚĂƚŝŽŶƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϲ ^ůĂďƐͲŽŶͲ'ƌĂĚĞ&ůŽŽƌƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϴ &ƌŝĐƚŝŽŶĂůĂŶĚ>ĂƚĞƌĂůŽĞĨĨŝĐŝĞŶƚƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϴ ZĞƚĂŝŶŝŶŐtĂůů͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϵ ^ĞƚƚůĞŵĞŶƚŽŶƐŝĚĞƌĂƚŝŽŶƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϮϬ WƌĞůŝŵŝŶĂƌǇƐƉŚĂůƚWĂǀŝŶŐ^ĞĐƚŝŽŶƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘Ϯϭ WƌĞůŝŵŝŶĂƌǇŽŶĐƌĞƚĞWĂǀŝŶŐ^ĞĐƚŝŽŶƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϮϮ /d/KE>^
Zs/
^͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘Ϯϯ >/D/dd/KE^EhE/&KZD/dzK&KE/d/KE^͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘Ϯϯ />/K'ZW,z͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘Ϯϰ

Zd,^z^d
D^W/&/
d>
K&KEd
Ed^;ŽŶƚŝŶƵĞĚͿ
WW
E/y
sŝĐŝŶŝƚǇDĂƉ
ZĞŐŝŽŶĂů'ĞŽůŽŐŝĐDĂƉϭ;ŝďďůĞĞͿ
ZĞŐŝŽŶĂů'ĞŽůŽŐŝĐDĂƉϮ;h^'^ͬ'^΀^DW΁Ϳ
^ĞŝƐŵŝĐ,ĂǌĂƌĚŽŶĞƐDĂƉ
,ŝƐƚŽƌŝĐĂů,ŝŐŚ'ƌŽƵŶĚǁĂƚĞƌDĂƉ
&ŝĞůĚ^ƚƵĚǇ
^ŝƚĞWůĂŶ
>ŽŐƐŽĨŽƌŝŶŐƐ
ŽƌŝŶŐ>ŽŐ^ǇŵďŽůƐ
hŶŝĨŝĞĚ^ŽŝůůĂƐƐŝĨŝĐĂƚŝŽŶ^ǇƐƚĞŵ
WW
E/y
>ĂďŽƌĂƚŽƌǇdĞƐƚŝŶŐ
dĂďƵůĂƚĞĚ>ĂďŽƌĂƚŽƌǇdĞƐƚZĞƐƵůƚƐ
/ŶĚŝǀŝĚƵĂů>ĂďŽƌĂƚŽƌǇdĞƐƚZĞƐƵůƚƐ
WW
E/y
dĂďůĞϭϴϬϵ͘ϳ
WW
E/y
h^^ĞŝƐŵŝĐĞƐŝŐŶDĂƉƐ
&ĂƵůƚWĂƌĂŵĞƚĞƌƐ
WW
E/y

/ŶĨŝůƚƌĂƚŝŽŶdĞƐƚŝŶŐZĞƐƵůƚƐ
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
/EdZKhd/KE
WƌŽũĞĐƚĞƐĐƌŝƉƚŝŽŶ
dŚŝƐƌĞƉŽƌƚƉƌĞƐĞŶƚƐƚŚĞƌĞƐƵůƚƐŽĨĂŶ
ŶŐŝŶĞĞƌŝŶŐ'ĞŽůŽŐǇĂŶĚ'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌŝŶŐƐƚƵĚǇ
ĐŽŶĚƵĐƚĞĚ ĨŽƌ Ă ƉƌŽƉŽƐĞĚ ĚĞǀĞůŽƉŵĞŶƚ ƚŽ ďĞ ĐŽŶƐƚƌƵĐƚĞĚ Ăƚ Ϯϲϰ ƌŶĞŝůů ZŽĂĚ ŝŶ ĂŵĂƌŝůůŽ͕ ĂůŝĨŽƌŶŝĂ;ƐĞĞsŝĐŝŶŝƚǇDĂƉŝŶƉƉĞŶĚŝǆͿ͘dŚĞĐƵƌƌĞŶƚĚĞǀĞůŽƉŵĞŶƚƉůĂŶƐŝŶĐůƵĚĞƚǁŽϮͲƐƚŽƌǇ ďƵŝůĚŝŶŐƐ;ŽŶĞŵŝǆĞĚͲƵƐĞĂŶĚŽŶĞƌĞƐŝĚĞŶƚŝĂůͿ͕ĂƉĂƌŬŝŶŐĂƌĞĂǁŝƚŚďŽƚŚĐŽŶĐƌĞƚĞƉĂǀĞŵĞŶƚĂŶĚ ƉĞƌŵĞĂďůĞƉĂǀĞƌƐ͕ĂŶĚĂƉƌŽƉŽƐĞĚďŝŽͲŝŶĨŝůƚƌĂƚŝŽŶďĂƐŝŶ͘ ^ƚƌƵĐƚƵƌĂůĐŽŶƐŝĚĞƌĂƚŝŽŶƐĨŽƌďƵŝůĚŝŶŐĐŽůƵŵŶůŽĂĚƐŽĨƵƉƚŽϰϬŬŝƉƐǁŝƚŚŵĂǆŝŵƵŵǁĂůůůŽĂĚƐŽĨ ϯŬŝƉƉĞƌůŝŶĞĂůĨŽŽƚǁĞƌĞƵƐĞĚĂƐĂďĂƐŝƐĨŽƌƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŽĨƚŚŝƐƌĞƉŽƌƚ͘/ĨĂĐƚƵĂůůŽĂĚƐ ǀĂƌǇ ƐŝŐŶŝĨŝĐĂŶƚůǇ ĨƌŽŵ ƚŚĞƐĞ ĂƐƐƵŵĞĚ ůŽĂĚƐ͕
ĂƌƚŚ ^ǇƐƚĞŵƐ ƐŚŽƵůĚ ďĞ ŶŽƚŝĨŝĞĚ ƐŝŶĐĞ
ƌĞĞǀĂůƵĂƚŝŽŶŽĨƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐĐŽŶƚĂŝŶĞĚŝŶƚŚŝƐƌĞƉŽƌƚŵĂǇďĞƌĞƋƵŝƌĞĚ͘ WƵƌƉŽƐĞĂŶĚ^ĐŽƉĞŽĨtŽƌŬ
dŚĞƉƵƌƉŽƐĞŽĨ ƚŚĞŐĞŽůŽŐŝĐͬŐĞŽƚĞĐŚŶŝĐĂůƐƚƵĚǇƚŚĂƚůĞĚƚŽ ƚŚŝƐ ƌĞƉŽƌƚǁĂƐ ƚŽĂŶĂůǇǌĞ ƚŚĞƐŽŝů ĐŽŶĚŝƚŝŽŶƐĂƚƚŚĞƉƌŽũĞĐƚƐŝƚĞĂŶĚƚŽƉƌŽǀŝĚĞŐĞŽůŽŐŝĐͬŐĞŽƚĞĐŚŶŝĐĂůƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐĨŽƌĚĞƐŝŐŶ ĂŶĚ ĐŽŶƐƚƌƵĐƚŝŽŶ ŽĨ ƚŚĞ ƉƌŽƉŽƐĞĚ ŝŵƉƌŽǀĞŵĞŶƚƐ͘ dŚĞ ƐŽŝů ĐŽŶĚŝƚŝŽŶƐ ŝŶĐůƵĚĞ ƐƵƌĨĂĐĞ ĂŶĚ ƐƵďƐƵƌĨĂĐĞ ƐŽŝů ƚǇƉĞƐ͕ ƐŽŝů ĞǆƉĂŶƐŝŽŶ ƉŽƚĞŶƚŝĂů͕ ƐŽŝů ƐƚƌĞŶŐƚŚ͕ ƐĞƚƚůĞŵĞŶƚ ƉŽƚĞŶƚŝĂů͕ ďĞĂƌŝŶŐ ĐĂƉĂĐŝƚǇ͕ĂŶĚƚŚĞƉƌĞƐĞŶĐĞŽƌĂďƐĞŶĐĞŽĨƐƵďƐƵƌĨĂĐĞǁĂƚĞƌ͘dŚĞƐĐŽƉĞŽĨǁŽƌŬŝŶĐůƵĚĞĚ͗ x WĞƌĨŽƌŵŝŶŐĂƌĞĐŽŶŶĂŝƐƐĂŶĐĞŽĨƚŚĞƉƌŽũĞĐƚƐŝƚĞ͘
x ƌŝůůŝŶŐ͕ƐĂŵƉůŝŶŐ͕ĂŶĚůŽŐŐŝŶŐŚŽůůŽǁͲƐƚĞŵͲĂƵŐĞƌĂƚŽƚĂůŽĨŶŝŶĞ;ϵͿďŽƌŝŶŐƐƚŽƐƚƵĚǇƐŽŝů ĂŶĚŐƌŽƵŶĚǁĂƚĞƌĐŽŶĚŝƚŝŽŶƐ͘^ŝǆŽĨƚŚĞďŽƌŝŶŐƐǁĞƌĞƵƐĞĚĨŽƌŝŶĨŝůƚƌĂƚŝŽŶƚĞƐƚŝŶŐ͘ x >ĂďŽƌĂƚŽƌǇƚĞƐƚŝŶŐƐŽŝůƐĂŵƉůĞƐŽďƚĂŝŶĞĚĚƵƌŝŶŐƚŚĞƐƵďƐƵƌĨĂĐĞĞǆƉůŽƌĂƚŝŽŶƚŽĚĞƚĞƌŵŝŶĞ ƚŚĞŝƌƉŚǇƐŝĐĂůĂŶĚĞŶŐŝŶĞĞƌŝŶŐƉƌŽƉĞƌƚŝĞƐ͘
x WĞƌĨŽƌŵŝŶŐŝŶĨŝůƚƌĂƚŝŽŶƚĞƐƚŝŶŐ͘
x ŶĂůǇǌŝŶŐƚŚĞŐĞŽƚĞĐŚŶŝĐĂůĚĂƚĂŽďƚĂŝŶĞĚ͘
x WƌĞƉĂƌŝŶŐƚŚŝƐƌĞƉŽƌƚ͘
ŽŶƚĂŝŶĞĚŝŶƚŚŝƐƌĞƉŽƌƚĂƌĞ͗
x ĞƐĐƌŝƉƚŝŽŶƐĂŶĚƌĞƐƵůƚƐŽĨĨŝĞůĚĂŶĚůĂďŽƌĂƚŽƌǇƚĞƐƚƐƚŚĂƚǁĞƌĞƉĞƌĨŽƌŵĞĚ͘ x ŽŶĐůƵƐŝŽŶƐĂŶĚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐƉĞƌƚĂŝŶŝŶŐƚŽƐŝƚĞŐƌĂĚŝŶŐĂŶĚƐƚƌƵĐƚƵƌĂůĚĞƐŝŐŶ͘ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ Ϯ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
^ŝƚĞ^ĞƚƚŝŶŐ
dŚĞƉƌŽũĞĐƚƐŝƚĞŝƐďŽƵŶĚĞĚďǇƌŶĞŝůůZŽĂĚƚŽƚŚĞǁĞƐƚ͕ĐŽŵŵĞƌĐŝĂůďƵŝůĚŝŶŐƐƚŽƚŚĞŶŽƌƚŚĂŶĚ ƐŽƵƚŚ͕ĂŶĚĂůŽĐĂůĂĐĐĞƐƐ ƌŽĂĚ ƚŽ ƚŚĞĞĂƐƚƚŚĂƚƐĞƌǀĞƐŶĞĂƌďǇ ƌĞƐŝĚĞŶƚŝĂůƉƌŽƉĞƌƚŝĞƐ͘ĐĐĞƐƐ ƚŽ ƚŚĞƐŝƚĞŝƐĂǀĂŝůĂďůĞĚŝƌĞĐƚůǇĨƌŽŵƌŶĞŝůůZŽĂĚ͘
dŚĞƐŝƚĞŝƐ ƌĞůĂƚŝǀĞůǇ ĨůĂƚ͕ǁŝƚŚŶŽƐŝŐŶŝĨŝĐĂŶƚĞůĞǀĂƚŝŽŶĐŚĂŶŐĞƐŽƌǀŝƐŝďůĞƐůŽƉĞƐ͘dŚĞƐƵƌĨĂĐĞŝƐ ƉƌĞĚŽŵŝŶĂŶƚůǇďĂƌĞ͕ǁŝƚŚ ƐŽŵĞĂƌĞĂƐŽĨǀĞŐĞƚĂƚŝŽŶ͕ŝŶĐůƵĚŝŶŐĂƚƌĞĞŝŶ ƚŚĞĐĞŶƚĞƌŽĨ ƚŚĞ ƐŝƚĞ͘ ^ĐĂƚƚĞƌĞĚ ƌĞŵŶĂŶƚƐ ŽĨ ĐŽŶĐƌĞƚĞ ƐůĂďƐ ƐƵŐŐĞƐƚ ƚŚĞ ƉƌĞƐĞŶĐĞ ŽĨ ƉƌĞǀŝŽƵƐ ƐƚƌƵĐƚƵƌĞƐ Žƌ ĨŽƵŶĚĂƚŝŽŶƐ͕ǁŚŝĐŚŵĂǇŝŵƉĂĐƚĨƵƚƵƌĞĚĞǀĞůŽƉŵĞŶƚĐŽŶƐŝĚĞƌĂƚŝŽŶƐ͘ dŚĞ ŐĞŽŐƌĂƉŚŝĐ ĐŽŽƌĚŝŶĂƚĞƐ ŽĨ ƚŚĞ ƐŝƚĞ ĂƌĞ ĂƉƉƌŽǆŝŵĂƚĞůǇ ϯϰ͘ϮϭϵϬΣ EŽƌƚŚ ůĂƚŝƚƵĚĞ ĂŶĚ ϭϭϵ͘ϬϯϴϵΣtĞƐƚůŽŶŐŝƚƵĚĞ͘
Z
'/KE>'
K>K'z
dŚĞƐŝƚĞůŝĞƐǁŝƚŚŝŶƚŚĞsĞŶƚƵƌĂďĂƐŝŶŝŶƚŚĞǁĞƐƚĞƌŶƉŽƌƚŝŽŶŽĨƚŚĞdƌĂŶƐǀĞƌƐĞZĂŶŐĞƐŐĞŽůŽŐŝĐ ƉƌŽǀŝŶĐĞ͘EƵŵĞƌŽƵƐĞĂƐƚͲǁĞƐƚƚƌĞŶĚŝŶŐĨŽůĚƐĂŶĚƌĞǀĞƌƐĞĨĂƵůƚƐĂƌĞŝŶĚŝĐĂƚŝǀĞŽĨŽŶŐŽŝŶŐŶŽƌƚŚͲ ƐŽƵƚŚ ƚƌĂŶƐƉƌĞƐƐŝŽŶĂů ƚĞĐƚŽŶŝĐƐ ĐŚĂƌĂĐƚĞƌŝǌĞ ƚŚĞ ƌĞŐŝŽŶ͘ KŶŐŽŝŶŐ ĨŽůĚŝŶŐ͕ ƵƉůŝĨƚ͕ ĂŶĚ ĨĂƵůƚŝŶŐ ŚĂǀĞ ƚŝůƚĞĚ WůĞŝƐƚŽĐĞŶĞ ƚŽ dĞƌƚŝĂƌǇ ĂŐĞ ƐĞĚŝŵĞŶƚĂƌǇ ƌŽĐŬƐ ŝŶ ƚŚĞ ƌĞŐŝŽŶ͘ ĞĚƌŽĐŬ ǁĂƐ ŶŽƚ ĞŶĐŽƵŶƚĞƌĞĚĚƵƌŝŶŐƚŚĞƐƵďƐƵƌĨĂĐĞŝŶǀĞƐƚŝŐĂƚŝŽŶ͕ǁŚŝĐŚŝŶĐůƵĚĞĚďŽƌŝŶŐƐƵƉƚŽĂŶĂƉƉƌŽǆŝŵĂƚĞ ĚĞƉƚŚŽĨϱϬĨĞĞƚďĞůŽǁƚŚĞŐƌŽƵŶĚƐƵƌĨĂĐĞ͘
ůƚŚŽƵŐŚƚŚĞƌĞĂƌĞƐĞǀĞƌĂůĨĂƵůƚƐůŽĐĂƚĞĚǁŝƚŚŝŶƚŚĞƌĞŐŝŽŶ͕ƚŚĞŶĞĂƌĞƐƚŬŶŽǁŶĨĂƵůƚĂĐĐŽƌĚŝŶŐ ƚŽƚŚĞŐĞŽůŽŐŝĐŵĂƉƉŝŶŐďǇd͘t͘ŝďďůĞĞ͕:ƌ͘;'ĞŽůŽŐŝĐDĂƉŽĨƚŚĞĂŵĂƌŝůůŽĂŶĚEĞǁďƵƌǇWĂƌŬ YƵĂĚƌĂŶŐůĞƐ͕ϭϵϵϬͿ͕ŝƐƚŚĞĂŵĂƌŝůůŽ&ĂƵůƚŝƐůŽĐĂƚĞĚĂƉƉƌŽǆŝŵĂƚĞůǇϮ͕ϮϬϬĨĞĞƚƐŽƵƚŚŽĨƚŚĞƐŝƚĞ ;ƌĞĨĞƌƚŽZĞŐŝŽŶĂů'ĞŽůŽŐŝĐDĂƉϭŝŶƉƉĞŶĚŝǆͿ͘
'ĞŽůŽŐŝĐ ŵĂƉƉŝŶŐ ďǇ hŶŝƚĞĚ ^ƚĂƚĞƐ 'ĞŽůŽŐŝĐ ^ƵƌǀĞǇͬĂůŝĨŽƌŶŝĂ 'ĞŽůŽŐŝĐ ^ƵƌǀĞǇ ;^DW 'ĞŽůŽŐŝĐDĂƉŽĨ ƚŚĞ ĂŵĂƌŝůůŽ ϳ͘ϱ͛YƵĂĚƌĂŶŐůĞ͕ ϮϬϬϰͿƉůĂĐĞƐ ƚŚĞĂŵĂƌŝůůŽ&ĂƵůƚĂďŽƵƚ Ϯ͕ϮϬϬ ĨĞĞƚƐŽƵƚŚŽĨƚŚĞƐŝƚĞ;ƐĞĞZĞŐŝŽŶĂů'ĞŽůŽŐŝĐDĂƉϮŝŶƉƉĞŶĚŝǆͿ͘ ĂŵĂƌŝůůŽ&ĂƵůƚ͕ĂƐ ƚŚĞ ĐůŽƐĞƐƚ ĨĂƵůƚ ƚŽ ƚŚĞƉƌŽũĞĐƚ ƐŝƚĞ͕ŝƐŶŽƚŐĞŶĞƌĂůůǇĐŽŶƐŝĚĞƌĞĚĐĂƉĂďůĞŽĨ ƉƌŽĚƵĐŝŶŐ Ă ƐŝŐŶŝĨŝĐĂŶƚ ƐĞŝƐŵŝĐ ĞǀĞŶƚ͘ dŚĞ ĐŽŶƐĞŶƐƵƐ ŝƐ ƚŚĂƚ ƚŚĞ ŶĞĂƌĞƐƚ ĨĂƵůƚ ĐĂƉĂďůĞ ŽĨ ƉƌŽĚƵĐŝŶŐ Ă ƐŝŐŶŝĨŝĐĂŶƚ ƐĞŝƐŵŝĐ ĞǀĞŶƚ ŝƐ ƚŚĞ ^ŝŵŝͲ^ĂŶƚĂ ZŽƐĂ &ĂƵůƚ͕ ƉŽƌƚŝŽŶƐ ŽĨ ǁŚŝĐŚ ĂƌĞ ĐŽŶƐŝĚĞƌĞĚ͞ĂĐƚŝǀĞ͘͟/ƚŝƐĂŶŽƌƚŚĚŝƉƉŝŶŐƌĞǀĞƌƐĞĨĂƵůƚŝŶƚĞƌƉƌĞƚĞĚƚŽĂůƐŽŚĂǀĞƐŝŐŶŝĨŝĐĂŶƚůĂƚĞƌĂů ĚŝƐƉůĂĐĞŵĞŶƚƐ͘ ƚ ŝƚƐ ĐůŽƐĞƐƚ ƉŽƐŝƚŝŽŶ ƚŽ ƚŚĞ ƉƌŽũĞĐƚ ƐŝƚĞ͕ ŝƚ ŝƐ ĂƉƉƌŽǆŝŵĂƚĞůǇ ϭ͘ϱ ŵŝůĞƐ ƚŽ ƚŚĞ ŶŽƌƚŚ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϯ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
dŚĞƐŝƚĞŝƐŶŽƚůŽĐĂƚĞĚǁŝƚŚŝŶĂŶǇ
ĂƌƚŚƋƵĂŬĞ&ĂƵůƚ͕>ŝƋƵĞĨĂĐƚŝŽŶ͕Žƌ^ĞŝƐŵŝĐͲ/ŶĚƵĐĞĚ>ĂŶĚƐůŝĚĞ ,ĂǌĂƌĚŽŶĞƐĂĐĐŽƌĚŝŶŐƚŽƐĞŝƐŵŝĐŚĂǌĂƌĚŵĂƉƉŝŶŐďǇƚŚĞĂůŝĨŽƌŶŝĂ'ĞŽůŽŐŝĐĂů^ƵƌǀĞǇ;^ĞŝƐŵŝĐ ,ĂǌĂƌĚ ŽŶĞƐ KĨĨŝĐŝĂů DĂƉ͕ ĂŵĂƌŝůůŽ YƵĂĚƌĂŶŐůĞ͕ ϮϬϬϮͿ ;ƐĞĞ ^ĞŝƐŵŝĐ ,ĂǌĂƌĚ ŽŶĞƐ DĂƉ ŝŶ ƉƉĞŶĚŝǆ Ϳ͘ ůƐŽ͕ ĂĐĐŽƌĚŝŶŐ ƚŽ ƚŚĞ &ĂƵůƚ ZƵƉƚƵƌĞ ,ĂǌĂƌĚ DĂƉ ;WůĂƚĞƐ ϲ͘ ƚŽ ϲ͘Ϳ ŝŶ ƚŚĞ ĂŵĂƌŝůůŽ'ĞŽƚĞĐŚŶŝĐĂů'ƵŝĚĞůŝŶĞƐ ;:ƵůǇϮϬϬϯͿ͕ƚŚĞƐŝƚĞŝƐŶŽƚůŽĐĂƚĞĚǁŝƚŚŝŶ ĂŶǇůƋƵŝƐƚͲWƌŝŽůŽ &ĂƵůƚŽŶĞŽƌŝƚǇŽĨĂŵĂƌŝůůŽ&ĂƵůƚƌĞĂ͘
dŚĞ ƐŝƚĞ ŝƐ ŵĂƉƉĞĚ ďǇ d͘t͘ ŝďďůĞĞ͕ :ƌ͘ ĂŶĚ ƚŚĞ hŶŝƚĞĚ ^ƚĂƚĞƐ 'ĞŽůŽŐŝĐĂů ^ƵƌǀĞǇ ĂƐ ďĞŝŶŐ ƵŶĚĞƌůĂŝŶďǇŽůĚĞƌĂůůƵǀŝƵŵ͕ǁŚŝĐŚǁĂƐĐŽŶĨŝƌŵĞĚďǇŽƵƌĨŝĞůĚƐƚƵĚǇ͘ ^
/^D//dzE^
/^D/
^/'E
dŚĞƉƌŽũĞĐƚƐŝƚĞŝƐůŽĐĂƚĞĚŝŶĂŶĂĐƚŝǀĞƐĞŝƐŵŝĐƌĞŐŝŽŶǁŚĞƌĞůĂƌŐĞŶƵŵďĞƌƐŽĨĞĂƌƚŚƋƵĂŬĞƐĂƌĞ ƌĞĐŽƌĚĞĚĞĂĐŚǇĞĂƌ͘,ŝƐƚŽƌŝĐĂůůǇ͕ŵĂũŽƌĞĂƌƚŚƋƵĂŬĞƐ ĨĞůƚŝŶƚŚĞǀŝĐŝŶŝƚǇŽĨƚŚĞƐƵďũĞĐƚƐŝƚĞŚĂǀĞ ŽƌŝŐŝŶĂƚĞĚ ĨƌŽŵ ĨĂƵůƚƐ ŝŶƐŝĚĞ ĂŶĚͬŽƌ ŽƵƚƐŝĚĞ ƚŚĞ ĂƌĞĂ͘ dŚĞƐĞ ŝŶĐůƵĚĞ ƚŚĞ ĞĐĞŵďĞƌ Ϯϭ͕ ϭϴϭϮ ͞^ĂŶƚĂ ĂƌďĂƌĂ ZĞŐŝŽŶ͟ ĞĂƌƚŚƋƵĂŬĞ͕ ƚŚĂƚ ǁĂƐ ƉƌĞƐƵŵĂďůǇ ĐĞŶƚĞƌĞĚ ŝŶ ƚŚĞ ^ĂŶƚĂ ĂƌďĂƌĂ ŚĂŶŶĞů͕ ƚŚĞ ϭϴϱϳ &Žƌƚ dĞũŽŶ ĞĂƌƚŚƋƵĂŬĞ͕ ƚŚĞ ϭϴϳϮ KǁĞŶƐ sĂůůĞǇ ĞĂƌƚŚƋƵĂŬĞ͕ ĂŶĚ ƚŚĞ ϭϵϱϮ ƌǀŝŶͲdĞŚĂĐŚĂƉŝĞĂƌƚŚƋƵĂŬĞ͘
/ƚ ŝƐ ĂƐƐƵŵĞĚ ƚŚĂƚ ƚŚĞ ϮϬϮϮ ĂŶĚ ^
ϳͲϭϲ ŐƵŝĚĞůŝŶĞƐ ǁŝůů ĂƉƉůǇ ĨŽƌ ƚŚĞ ƐĞŝƐŵŝĐ ĚĞƐŝŐŶ ƉĂƌĂŵĞƚĞƌƐ͘ dŚĞ ϮϬϮϮ ŝŶĐůƵĚĞƐ ƐĞǀĞƌĂů ƐĞŝƐŵŝĐ ĚĞƐŝŐŶ ƉĂƌĂŵĞƚĞƌƐ ƚŚĂƚ ĂƌĞ ŝŶĨůƵĞŶĐĞĚ ďǇ ƚŚĞŐĞŽŐƌĂƉŚŝĐƐŝƚĞůŽĐĂƚŝŽŶǁŝƚŚƌĞƐƉĞĐƚƚŽĂĐƚŝǀĞĂŶĚƉŽƚĞŶƚŝĂůůǇĂĐƚŝǀĞĨĂƵůƚƐ͕ĂŶĚǁŝƚŚƌĞƐƉĞĐƚ ƚŽƐƵďƐƵƌĨĂĐĞƐŽŝůŽƌƌŽĐŬĐŽŶĚŝƚŝŽŶƐ͘dŚĞ͞ŐĞŶĞƌĂůƉƌŽĐĞĚƵƌĞ͟;ŝ͘Ğ͕͘ƉƌŽďĂďŝůŝƐƚŝĐͿƐĞŝƐŵŝĐĚĞƐŝŐŶ ƉĂƌĂŵĞƚĞƌƐƉƌĞƐĞŶƚĞĚďĞůŽǁǁĞƌĞ ƌĞƚƌŝĞǀĞĚ ĨƌŽŵ ƚŚĞh͘^͘^ĞŝƐŵŝĐĞƐŝŐŶDĂƉƐǁĞď ƐĞƌǀŝĐĞƐ ƵƐŝŶŐ ƚŚĞ ^
KͬK^,W ǁĞďƐŝƚĞ ǁŚŝĐŚ ƉƌĞƐĞŶƚƐ ƚŚĞ ĚĂƚĂ ŝŶ Ă ƌĞƉŽƌƚ ĨŽƌŵĂƚ͘ dŚĞ ĚĂƚĂ ǁĞƌĞ ƌĞƚƌŝĞǀĞĚ ĨŽƌ ƚŚĞ ^
ϳͲϭϲ ĚĞƐŝŐŶ ĐŽĚĞ͕ ƐŝƚĞ ĐŽŽƌĚŝŶĂƚĞƐ ϯϰ͘ϮϭϵϬΣ EŽƌƚŚ >ĂƚŝƚƵĚĞ ĂŶĚ ϭϭϵ͘ϬϯϴϵΣtĞƐƚ>ŽŶŐŝƚƵĚĞ͕^ŝƚĞůĂƐƐ͕ĂŶĚKĐĐƵƉĂŶĐǇ;ZŝƐŬͿĂƚĞŐŽƌǇ//͘ůŝƐƚŝŶŐŽĨƚŚĞϮϬϮϮ ĂŶĚ^
ϳͲϭϲ^ĞŝƐŵŝĐWĂƌĂŵĞƚĞƌƐŝƐƉƌĞƐĞŶƚĞĚďĞůŽǁĂŶĚĂŐĂŝŶŝŶƉƉĞŶĚŝǆ͘ ^ƵŵŵĂƌǇŽĨ^ĞŝƐŵŝĐWĂƌĂŵĞƚĞƌƐʹϮϬϮϮ͞'ĞŶĞƌĂůWƌŽĐĞĚƵƌĞ͟ ^ŝƚĞůĂƐƐ;^
ϳͲϭϲͿ
KĐĐƵƉĂŶĐǇ;ZŝƐŬͿĂƚĞŐŽƌǇ //
^ĞŝƐŵŝĐĞƐŝŐŶĂƚĞŐŽƌǇ ^ĞĞ^
ϳͲϭϲ
^ĞĐƚŝŽŶϭϭ͘ϰ͘ϴ
DĂǆŝŵƵŵŽŶƐŝĚĞƌĞĚ
ĂƌƚŚƋƵĂŬĞ;D
Ϳ'ƌŽƵŶĚDŽƚŝŽŶ
^ƉĞĐƚƌĂůZĞƐƉŽŶƐĞĐĐĞůĞƌĂƚŝŽŶ͕^ŚŽƌƚWĞƌŝŽĚʹ^Ɛ ϭ͘ϲϳϭŐ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϰ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
^ƉĞĐƚƌĂůZĞƐƉŽŶƐĞĐĐĞůĞƌĂƚŝŽŶĂƚϭƐĞĐ͘ʹ^ϭ Ϭ͘ϲϭϴŐ
^ŝƚĞŽĞĨĨŝĐŝĞŶƚʹ&Ă ϭ͘Ϭ
^ŝƚĞŽĞĨĨŝĐŝĞŶƚʹ&ǀ ^ĞĞ^
ϳͲϭϲ
^ĞĐƚŝŽŶϭϭ͘ϰ͘ϴ
^ŝƚĞͲDŽĚŝĨŝĞĚ^ƉĞĐƚƌĂůZĞƐƉŽŶƐĞĐĐĞůĞƌĂƚŝŽŶ͕^ŚŽƌƚWĞƌŝŽĚʹ^D^ ϭ͘ϲϳϭŐ ^ŝƚĞͲDŽĚŝĨŝĞĚ^ƉĞĐƚƌĂůZĞƐƉŽŶƐĞĐĐĞůĞƌĂƚŝŽŶĂƚϭƐĞĐ͘ʹ^Dϭ ^ĞĞ^
ϳͲϭϲ
^ĞĐƚŝŽŶϭϭ͘ϰ͘ϴ
ĞƐŝŐŶ
ĂƌƚŚƋƵĂŬĞ'ƌŽƵŶĚDŽƚŝŽŶ
^ŚŽƌƚWĞƌŝŽĚ^ƉĞĐƚƌĂůZĞƐƉŽŶƐĞʹ^^ ϭ͘ϭϭϰŐ
KŶĞ^ĞĐŽŶĚ^ƉĞĐƚƌĂůZĞƐƉŽŶƐĞʹ^ϭ
^ĞĞ^
ϳͲϭϲ
^ĞĐƚŝŽŶϭϭ͘ϰ͘ϴ
^ŝƚĞDŽĚŝĨŝĞĚWĞĂŬ'ƌŽƵŶĚĐĐĞůĞƌĂƚŝŽŶͲW'D Ϭ͘ϴϬϮŐ
sĂůƵĞƐĂƉƉƌŽƉƌŝĂƚĞĨŽƌĂϮйƉƌŽďĂďŝůŝƚǇŽĨĞǆĐĞĞĚĂŶĐĞŝŶϱϬǇĞĂƌƐ ĞĐĂƵƐĞ ƚŚĞ ƐĞŝƐŵŝĐ ĨĂĐƚŽƌ^ϭŝƐŐƌĞĂƚĞƌ ƚŚĂŶ Ϭ͘ϮŐĂŶĚ ƚŚĞ^ŝƚĞůĂƐƐŝƐ͕ ǆĐĞƉƚŝŽŶEŽ͘ ϮŽĨ
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ϳͲϭϲ^ĞĐƚŝŽŶϭϭ͘ϰ͘ϴŵĂǇĂƉƉůǇ͘/Ĩ ƚŚĞ^ƚƌƵĐƚƵƌĂů
ŶŐŝŶĞĞƌĚĞƚĞƌŵŝŶĞƐ ƚŚĂƚ ƚŚĞĞǆĐĞƉƚŝŽŶ
ĚŽĞƐŶŽƚĂƉƉůǇ͕ĂƐŝƚĞͲƐƉĞĐŝĨŝĐ;ŝ͘Ğ͕͘ĚĞƚĞƌŵŝŶŝƐƚŝĐͿŐƌŽƵŶĚŵŽƚŝŽŶŚĂǌĂƌĚĂŶĂůǇƐŝƐŝƐƌĞƋƵŝƌĞĚĂŶĚ ĐĂŶďĞƉĞƌĨŽƌŵĞĚďǇ
ĂƌƚŚ^ǇƐƚĞŵƐƵƉŽŶƌĞƋƵĞƐƚ
dŚĞ&ĂƵůƚWĂƌĂŵĞƚĞƌƐ ƚĂďůĞŝŶƉƉĞŶĚŝǆůŝƐƚƐ ƚŚĞƐŝŐŶŝĨŝĐĂŶƚΗĂĐƚŝǀĞΗĂŶĚΗƉŽƚĞŶƚŝĂůůǇĂĐƚŝǀĞΗ ĨĂƵůƚƐ ǁŝƚŚŝŶ ĂŶ ĂƉƉƌŽǆŝŵĂƚĞ ϯϮͲŵŝůĞ ƌĂĚŝƵƐ ŽĨ ƚŚĞ ƉƌŽũĞĐƚ ƐŝƚĞ͘ dŚĞ ĚŝƐƚĂŶĐĞ ďĞƚǁĞĞŶ ƚŚĞ ƉƌŽũĞĐƚƐŝƚĞĂŶĚƚŚĞŶĞĂƌĞƐƚƉŽƌƚŝŽŶŽĨĞĂĐŚĨĂƵůƚŝƐƐŚŽǁŶĂƐǁĞůůĂƐƚŚĞƌĞƐƉĞĐƚŝǀĞĞƐƚŝŵĂƚĞĚ ŵĂǆŝŵƵŵĞĂƌƚŚƋƵĂŬĞŵĂŐŶŝƚƵĚĞƐ͘
^K/>E'ZKhEtd
ZKE/d/KE^
dŚĞƐƵďƐƵƌĨĂĐĞĞǀĂůƵĂƚŝŽŶŽĨƚŚĞƉƌŽũĞĐƚƐŝƚĞŝŶĚŝĐĂƚĞƐƚŚĂƚƚŚĞŵĂũŽƌŝƚǇŽĨƚŚĞƐŝƚĞŝƐĐŽǀĞƌĞĚďǇ ĂůĂǇĞƌŽĨĂƌƚŝĨŝĐŝĂůĨŝůůĐŽŶƐŝƐƚŝŶŐŽĨĂƐŝůƚĂŶĚƐĂŶĚŵŝǆƚƵƌĞ;ŝ͘Ğ͕͘ƐŝůƚǇƐĂŶĚĂŶĚͬŽƌƐĂŶĚǇƐŝůƚͿ͘dŚĞ ƚŚŝĐŬŶĞƐƐ ŽĨ ƚŚŝƐ Ĩŝůů ŚĂƐ ďĞĞŶ ĨŽƵŶĚ ƚŽ ďĞ ĂďŽƵƚ ϰ͘ϱ ĨĞĞƚ ŝŶ ďŽƌŝŶŐƐ Ͳϭ͕ ͲϮ͕ ĂŶĚ Ͳϯ͕ ĚƌŝůůĞĚ ǁŝƚŚŝŶƚŚĞĂƌĞĂŽĨƚŚĞƉƌŽƉŽƐĞĚďƵŝůĚŝŶŐƐ͕ƚŽĂƉƉƌŽǆŝŵĂƚĞůǇϲ ĨĞĞƚŝŶďŽƌŝŶŐͲϱ͕ĚƌŝůůĞĚŝŶƚŚĞ ƉƌŽƉŽƐĞĚ ƉĂƌŬŝŶŐͬƉĂǀĞĚ ĂƌĞĂ͘ ĞĐĂƵƐĞ ĚŽĐƵŵĞŶƚĂƚŝŽŶ ƌĞŐĂƌĚŝŶŐ ƚŚĞ ƉůĂĐĞŵĞŶƚ ĂŶĚ ĐŽŵƉĂĐƚŝŽŶ ǁĂƐ ŶŽƚ ƌĞǀŝĞǁĞĚ ĨŽƌ ƉƌĞƉĂƌĂƚŝŽŶ ŽĨ ƚŚŝƐ ƌĞƉŽƌƚ͕ ŝƚ ŝƐ ĐŽŶƐŝĚĞƌĞĚ ƚŽ ďĞ ŶŽŶͲ ĞŶŐŝŶĞĞƌĞĚĂŶĚƵŶĐĞƌƚŝĨŝĞĚĨŽƌƚŚĞƉƵƌƉŽƐĞƐŽĨƚŚŝƐƌĞƉŽƌƚ͘ dŚĞ ĂƌƚŝĨŝĐŝĂů Ĩŝůů ƐŽŝůƐ ŝŶ ŽƵƌ ďŽƌŝŶŐƐ ǁĞƌĞ ƵŶĚĞƌůĂŝŶ ďǇ ƚŚĞ ŽůĚĞƌ ĂůůƵǀŝƵŵ ƐŽŝůƐ͘ dŚĞ ŽůĚĞƌ ĂůůƵǀŝƵŵĐŽŶƐŝƐƚĞĚŽĨƐŝůƚǇƐĂŶĚ;^DͿǁŝƚŚƚƌĂĐĞƐŽĨĐůĂǇ͕ĞǆƚĞŶĚŝŶŐƚŽĂŵĂǆŝŵƵŵĚĞƉƚŚŽĨϭϯ͘ϱ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϱ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ĨĞĞƚ͕ǁŝƚŚǀĂƌŝĂƚŝŽŶƐƌĂŶŐŝŶŐĨƌŽŵϳ͘ϱƚŽϭϯ͘ϱĨĞĞƚĂĐƌŽƐƐďŽƌŝŶŐƐ͘ĞŶĞĂƚŚƚŚĂƚ͕ĂĚĞŶƐĞůĂǇĞƌŽĨ ĨŝŶĞƚŽŵĞĚŝƵŵƐĂŶĚ ;^Wͬ^tͿǁŝƚŚŽĐĐĂƐŝŽŶĂůŐƌĂǀĞůĞǆƚĞŶĚĞĚƚŽϯϴ ĨĞĞƚŝŶŽƌŝŶŐͲϭĂŶĚϰϮ ĨĞĞƚ ŝŶ ŽƌŝŶŐ Ͳϯ͘ dŚĞ ůŽǁĞƐƚ ůĂǇĞƌ ƵƉ ƚŽ ϱϭ͘ϱ ĨĞĞƚ ŚĂĚ ƐŝŵŝůĂƌ ĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ ƚŽ ƚŚĞ ƵƉƉĞƌ ĂůůƵǀŝƵŵ͘ ZĞĨĞƌ ƚŽ ƚŚĞ ůŽŐƐ ŽĨ ƚŚĞ ďŽƌŝŶŐƐ ĐŽŶƚĂŝŶĞĚ ŝŶ ƉƉĞŶĚŝǆ ĨŽƌ ŵŽƌĞ ĚĞƚĂŝůĞĚ ĚĞƐĐƌŝƉƚŝŽŶƐŽĨƚŚĞĞŶĐŽƵŶƚĞƌĞĚƐƵďƐƵƌĨĂĐĞĐŽŶĚŝƚŝŽŶƐ͘ dĞƐƚŝŶŐŝŶĚŝĐĂƚĞƐƚŚĂƚĂŶƚŝĐŝƉĂƚĞĚďĞĂƌŝŶŐƐŽŝůƐůŝĞŝŶƚŚĞΗsĞƌǇ>ŽǁΗĞǆƉĂŶƐŝŽŶƌĂŶŐĞďĂƐĞĚŽŶ Ă ŵĞĂƐƵƌĞĚ ĞǆƉĂŶƐŝŽŶ ŝŶĚĞǆ ŽĨ ǌĞƌŽ͘ dŚĞƌĞĨŽƌĞ͕ Ăůů ƚŚĞ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ƉƌŽǀŝĚĞĚ ŝŶ ƚŚŝƐ ƌĞƉŽƌƚǁŝůůďĞďĂƐĞĚŽŶƚŚĞΗsĞƌǇ>ŽǁΗĞǆƉĂŶƐŝŽŶƌĂŶŐĞ͘ ůŽĐĂůůǇ ĂĚŽƉƚĞĚ ǀĞƌƐŝŽŶ ŽĨ ƚŚŝƐ ĐůĂƐƐŝĨŝĐĂƚŝŽŶ ŽĨ ƐŽŝů ĞǆƉĂŶƐŝŽŶ͕ dĂďůĞ ϭϴϬϵ͘ϳ͕ ŝƐ ŝŶĐůƵĚĞĚ ŝŶ ƉƉĞŶĚŝǆ ŽĨ ƚŚŝƐ ƌĞƉŽƌƚ͘ dŚĞ ĐŽŶƚƌĂĐƚŽƌ ƐŚŽƵůĚ ďĞ ĂǁĂƌĞ ŽĨ ƚŚĞ ƉŽƚĞŶƚŝĂů ŽĨ ĚŝĨĨŝĐƵůƚ ĞǆĐĂǀĂƚŝŽŶďĞĐĂƵƐĞŽĨƚŚĞǀĞƌǇĚĞŶƐĞŽůĚĞƌĂůůƵǀŝƵŵƚŚĂƚĐŽŶƚĂŝŶƐŐƌĂǀĞůůǇůĂǇĞƌƐ͘ 'ƌŽƵŶĚǁĂƚĞƌǁĂƐŶŽƚĞŶĐŽƵŶƚĞƌĞĚƚŽĂŵĂǆŝŵƵŵĚĞƉƚŚĞǆƉůŽƌĞĚŽĨĂďŽƵƚϱϭ͘ϱĨĞĞƚďĞůŽǁƚŚĞ ĞǆŝƐƚŝŶŐ ŐƌŽƵŶĚ ƐƵƌĨĂĐĞ͘ ĐĐŽƌĚŝŶŐ ƚŽ ƚŚĞ ^ĞŝƐŵŝĐ,ĂǌĂƌĚ ŽŶĞƐZĞƉŽƌƚ ĨŽƌ ƚŚĞ ĂŵĂƌŝůůŽ ϳ͘ϱͲ DŝŶƵƚĞYƵĂĚƌĂŶŐůĞ͕sĞŶƚƵƌĂŽƵŶƚǇ͕ĂůŝĨŽƌŶŝĂ;'^͕ϮϬϬϮͿ͕ĂŶĚďĂƐĞĚŽŶůŝŶĞĂƌŝŶƚĞƌƉŽůĂƚŝŽŶ͕ ƚŚĞĚĞƉƚŚŽĨŚŝƐƚŽƌŝĐĂůŚŝŐŚŐƌŽƵŶĚǁĂƚĞƌĂƚƚŚĞƉƌŽũĞĐƚƐŝƚĞŝƐĞƐƚŝŵĂƚĞĚƚŽďĞĂďŽƵƚ ϰϱĨĞĞƚŝŶ ƚŚĞǀŝĐŝŶŝƚǇŽĨƚŚĞƐŝƚĞ͘^ĞĞ,ŝƐƚŽƌŝĐĂů,ŝŐŚ'ƌŽƵŶĚǁĂƚĞƌDĂƉŝŶƉƉĞŶĚŝǆ͘/ƚƐŚŽƵůĚďĞŶŽƚĞĚ ƚŚĂƚ ĨůƵĐƚƵĂƚŝŽŶƐ ŝŶ ŐƌŽƵŶĚǁĂƚĞƌ ůĞǀĞůƐ ŵĂǇ ŽĐĐƵƌ ďĞĐĂƵƐĞ ŽĨ ǀĂƌŝĂƚŝŽŶƐ ŝŶ ƌĂŝŶĨĂůů͕ ƌĞŐŝŽŶĂů ĐůŝŵĂƚĞ͕ĂŶĚŽƚŚĞƌĨĂĐƚŽƌƐ͘
ƐĂŵƉůĞ ŽĨ ŶĞĂƌͲƐƵƌĨĂĐĞ ƐŽŝů ǁĂƐ ƚĞƐƚĞĚ ĨŽƌ Ɖ,͕ ƌĞƐŝƐƚŝǀŝƚǇ͕ ƐŽůƵďůĞ ƐƵůĨĂƚĞƐ͕ ĂŶĚ ƐŽůƵďůĞ ĐŚůŽƌŝĚĞƐ͘dŚĞƚĞƐƚƌĞƐƵůƚƐƉƌŽǀŝĚĞĚŝŶƉƉĞŶĚŝǆƐŚŽƵůĚďĞĚŝƐƚƌŝďƵƚĞĚƚŽƚŚĞĚĞƐŝŐŶƚĞĂŵĨŽƌ ƚŚĞŝƌŝŶƚĞƌƉƌĞƚĂƚŝŽŶƐƉĞƌƚĂŝŶŝŶŐƚŽƚŚĞĐŽƌƌŽƐŝǀŝƚǇŽƌƌĞĂĐƚŝǀŝƚǇŽĨǀĂƌŝŽƵƐĐŽŶƐƚƌƵĐƚŝŽŶŵĂƚĞƌŝĂůƐ ;ƐƵĐŚ ĂƐ ĐŽŶĐƌĞƚĞ ĂŶĚ ƉŝƉŝŶŐͿ ǁŝƚŚ ƚŚĞ ƐŽŝůƐ͘ /ƚ ƐŚŽƵůĚ ďĞ ŶŽƚĞĚ ƚŚĂƚ ƚŚĞ ƐƵůĨĂƚĞ ĐŽŶƚĞŶƚ ;ϯϰ ŵŐͬ<ŐͿŝƐŝŶƚŚĞΗ^ϬΗĞǆƉŽƐƵƌĞĐůĂƐƐŽĨdĂďůĞϭϵ͘ϯ͘ϭ͘ϭŽĨ/ϯϭϴͲϭϰ͘dŚĞƌĞĨŽƌĞ͕ƐƉĞĐŝĂůĐŽŶĐƌĞƚĞ ĚĞƐŝŐŶƐǁŝůůŶŽƚďĞŶĞĐĞƐƐĂƌǇ ĨŽƌ ƚŚĞŵĞĂƐƵƌĞĚƐƵůĨĂƚĞĐŽŶƚĞŶƚĂĐĐŽƌĚŝŶŐ ƚŽdĂďůĞϭϵ͘ϯ͘Ϯ͘ϭŽĨ /ϯϭϴͲϭϰ͘
ĂƐĞĚŽŶĐƌŝƚĞƌŝĂĞƐƚĂďůŝƐŚĞĚďǇ ƚŚĞ ŽƵŶƚǇŽĨ>ŽƐŶŐĞůĞƐ ;ϮϬϭϯͿ͕ƚŚĞŵĞĂƐƵƌĞĚ ƌĞƐŝƐƚŝǀŝƚǇŽĨ Ă ŶĞĂƌͲƐƵƌĨĂĐĞ ƐŽŝů ƐĂŵƉůĞ ;ϴ͕ϭϬϬ ŽŚŵƐͲĐŵͿ ŝŶĚŝĐĂƚĞƐ ƚŚĂƚ ŶĞĂƌͲƐƵƌĨĂĐĞ ƐŽŝůƐ ĂƌĞ ΗDŽĚĞƌĂƚĞůǇ ŽƌƌŽƐŝǀĞΗ ƚŽ ĨĞƌƌŽƵƐŵĞƚĂů ;ŝ͘Ğ͕͘ ĐĂƐƚ ŝƌŽŶ͕ĞƚĐ͘Ϳ ƉŝƉĞƐ͘/ƚ ƐŚŽƵůĚ ďĞ ŶŽƚĞĚ ƚŚĂƚ ĂƌƚŚ ^ǇƐƚĞŵƐ
ĚŽĞƐŶŽƚƉƌĂĐƚŝĐĞƐŽŝůĐŽƌƌŽƐŝŽŶĞŶŐŝŶĞĞƌŝŶŐ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϲ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
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Ͳ/Eh
&>KK/E'

ĂƌƚŚƋƵĂŬĞͲŝŶĚƵĐĞĚĨůŽŽĚŝŶŐƚǇƉĞƐŝŶĐůƵĚĞƚƐƵŶĂŵŝƐ͕ƐĞŝĐŚĞƐ͕ĂŶĚƌĞƐĞƌǀŽŝƌĨĂŝůƵƌĞ͘ƵĞƚŽƚŚĞ ŝŶůĂŶĚůŽĐĂƚŝŽŶŽĨƚŚĞƐŝƚĞ͕ŚĂǌĂƌĚƐĨƌŽŵƚƐƵŶĂŵŝƐĂŶĚƐĞŝĐŚĞƐĂƌĞĐŽŶƐŝĚĞƌĞĚĞǆƚƌĞŵĞůǇƵŶůŝŬĞůǇ͘ ŶǇ ŶĞĂƌďǇ ƌĞƐĞƌǀŽŝƌ ƚŚĂƚ ŵĂǇ ĨĂŝů ǁŽƵůĚ ŶŽƌŵĂůůǇ ĚƌĂŝŶ ŝŶƚŽ ĞƐƚĂďůŝƐŚĞĚ ŵĂũŽƌ ĚƌĂŝŶĂŐĞ ĐŚĂŶŶĞůƐ͕ ĂŶĚ ĂǁĂǇ ĨƌŽŵ ƚŚĞ ƐŝƚĞ͖ ƚŚĞƌĞĨŽƌĞ͕ ĨůŽŽĚŝŶŐ ƐŚŽƵůĚ ŶŽƚ ďĞ ĐŽŶƐŝĚĞƌĞĚ Ă ƉŽƚĞŶƚŝĂů ŚĂǌĂƌĚ͘
Kd,
Z&>KK/E'
dŚĞƉƌŽũĞĐƚƐŝƚĞĚŽĞƐŶŽƚĂƉƉĞĂƌƚŽďĞǁŝƚŚŝŶĂŶǇŽĨƚŚĞĨůŽŽĚŚĂǌĂƌĚĂƌĞĂƐŵĂƉƉĞĚďǇ&ĞĚĞƌĂů

ŵĞƌŐĞŶĐǇDĂŶĂŐĞŵĞŶƚŐĞŶĐǇ;&
DͿ͕&
D&ůŽŽĚDĂƉĨŽƌsĞŶƚƵƌĂŽƵŶƚǇ͕ĞĨĨĞĐƚŝǀĞ:ƵůǇϭ͕
ϮϬϭϱ͕DĂƉEŽ͘ϬϲϭϭϭϬϵϯϭ&͘
/E&/>dZd/KEd
^d/E'
KŶ^ĞƉƚĞŵďĞƌϱ͕ϮϬϮϰ͕ƐŝǆŝŶĨŝůƚƌĂƚŝŽŶďŽƌŝŶŐƐ;/dͲϭƚŚƌŽƵŐŚ/dͲϲͿ͕ĞĂĐŚĂƉƉƌŽǆŝŵĂƚĞůǇϵŝŶĐŚĞƐ ŝŶĚŝĂŵĞƚĞƌ͕ǁĞƌĞĚƌŝůůĞĚƚŽĚĞƚĞƌŵŝŶĞƐŽŝůƉƌŽĨŝůĞƐĂŶĚƚŽŝŶƐƚĂůůƉůĂƐƚŝĐĐĂƐŝŶŐƐ ĨŽƌŝŶĨŝůƚƌĂƚŝŽŶ ƚĞƐƚŝŶŐ͘dŚĞŝŶĨŝůƚƌĂƚŝŽŶƚĞƐƚƐǁĞƌĞĐŽŶĚƵĐƚĞĚǁŝƚŚŝŶŽƌŝŶĐůŽƐĞƉƌŽǆŝŵŝƚǇƚŽƚŚĞƉƌŽƉŽƐĞĚŽŶƐŝƚĞ ƐƚŽƌŵǁĂƚĞƌ ŝŶĨŝůƚƌĂƚŝŽŶ ĂƌĞĂƐ͘ dŚĞ ĂƉƉƌŽǆŝŵĂƚĞ ĚĞƉƚŚƐ ŽĨ ƚŚĞ ŝŶĨŝůƚƌĂƚŝŽŶ ƚĞƐƚ ďŽƌŝŶŐƐ ĂƌĞ ĂƐ ĨŽůůŽǁƐ͗/dͲϭĂŶĚ/dͲϯǁĞƌĞĚƌŝůůĞĚƚŽĂďŽƵƚϭϰĨĞĞƚ͕/dͲϮĂŶĚ/dͲϰƚŽĂďŽƵƚϯĨĞĞƚ͕/dͲϱƚŽĂďŽƵƚ ϭϱĨĞĞƚ͕ĂŶĚ/dͲϲƚŽĂďŽƵƚϰĨĞĞƚďĞůŽǁƚŚĞĞǆŝƐƚŝŶŐŐƌŽƵŶĚƐƵƌĨĂĐĞ͘ZĞĨĞƌƚŽƚŚĞ^ŝƚĞ'ĞŽůŽŐŝĐ DĂƉŝŶƉƉĞŶĚŝǆĨŽƌƚŚĞĂƉƉƌŽǆŝŵĂƚĞůŽĐĂƚŝŽŶƐŽĨƚŚĞŝŶĨŝůƚƌĂƚŝŽŶƚĞƐƚďŽƌŝŶŐƐ͘ ĨƚĞƌ ĚƌŝůůŝŶŐ ǁĂƐ ĐŽŵƉůĞƚĞĚ͕ ϮͲŝŶĐŚ ĚŝĂŵĞƚĞƌ ƐůŽƚƚĞĚ Ws ĐĂƐŝŶŐƐ ǁĞƌĞ ůŽǁĞƌĞĚ ŝŶƚŽ ƚŚĞ ďŽƌĞŚŽůĞƐ͘dŚĞĂŶŶƵůŝďĞƚǁĞĞŶ ƚŚĞ ĐĂƐŝŶŐƐĂŶĚďŽƌŝŶŐǁĂůůƐǁĞƌĞ ƚŚĞŶ ĨŝůůĞĚǁŝƚŚ ƉĞĂŐƌĂǀĞů͘ dŚĞ ŚŽůĞƐ ǁĞƌĞ ƚŚĞŶ ƉƌĞͲƐĂƚƵƌĂƚĞĚ͘ dŚĞ ĨĂůůŝŶŐͲŚĞĂĚ ďŽƌĞŚŽůĞ ŝŶĨŝůƚƌĂƚŝŽŶ ƚĞƐƚ ƉƌŽĐĞĚƵƌĞ ǁĂƐ ƵƐĞĚĨŽƌŝŶĨŝůƚƌĂƚŝŽŶƚĞƐƚŝŶŐ͘dŽƐƚĂƌƚƚŚĞƚĞƐƚƐ͕ǁĂƚĞƌǁĂƐĂĚĚĞĚƚŽƚŚĞŚŽůĞƐƵŶƚŝůŝƚǁĂƐĂďŽƵƚϮ ĨĞĞƚ ĚĞĞƉ͕ ĂŶĚ ƚŚĞŶ ƚŚĞ ĚƌŽƉ ŝŶ ƚŚĞ ǁĂƚĞƌ ƐƵƌĨĂĐĞ ǁĂƐ ŵŽŶŝƚŽƌĞĚ ďǇ ƚĂŬŝŶŐ ƉĞƌŝŽĚŝĐ ŵĞĂƐƵƌĞŵĞŶƚƐ͘ZĞĂĚŝŶŐƐǁĞƌĞƚĂŬĞŶĂƚƌĞĂƐŽŶĂďůĞƚŝŵĞŝŶƚĞƌǀĂůƐďĂƐĞĚŽŶƚŚĞŝŶĨŝůƚƌĂƚŝŶŐƌĂƚĞ͕ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϵ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ĂŶĚĂĨƚĞƌĞĂĐŚŽĨƚŚĞƐĞŝŶƚĞƌǀĂůƐ͕ǁĂƚĞƌǁĂƐĂĚĚĞĚƚŽƌĞƚƵƌŶƚŚĞǁĂƚĞƌůĞǀĞůƚŽŝƚƐĂƉƉƌŽǆŝŵĂƚĞ ŽƌŝŐŝŶĂů ĚĞƉƚŚ ĂďŽǀĞ ƚŚĞ ŚŽůĞ ďŽƚƚŽŵ͘ dŚĞ ƚĞƐƚƐ ǁĞƌĞ ƌƵŶ ƵŶƚŝů ƚŚĞ ŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞƐ ǁĞƌĞ ƌĞĂƐŽŶĂďůǇƐƚĂďůĞ͘
/ƚ ƐŚŽƵůĚ ďĞ ŶŽƚĞĚ ƚŚĂƚ ƚŚĞ ƌĂƚĞ ƚŚĞ ǁĂƚĞƌ ƐƵƌĨĂĐĞ ĚƌŽƉƐ ŝŶ Ă ďŽƌĞŚŽůĞ ŝƐ Ă ƉĞƌĐŽůĂƚŝŽŶ ƌĂƚĞ͕ ǁŚŝĐŚ ŝƐ ƌĞůĂƚĞĚ ƚŽ͕ ďƵƚ ŝƐ ŶŽƚ ĂŶ ŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞ͘ WĞƌĐŽůĂƚŝŽŶ ƌĂƚĞ ŝŐŶŽƌĞƐ ƚŚĞ ǁĞƚƚĞĚ ƐŽŝů ƐƵƌĨĂĐĞĂƌĞĂŝŶƚŽǁŚŝĐŚƚŚĞǁĂƚĞƌŝƐŝŶĨŝůƚƌĂƚŝŶŐĂŶĚĚŽĞƐŶŽƚĂĐĐŽƵŶƚĨŽƌƚŚĞǀŽůƵŵĞŽĨǁĂƚĞƌ ŝŶĨŝůƚƌĂƚĞĚ͘ Ŷ ŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞ ĐŽŶƐŝĚĞƌƐ ďŽƚŚ ĨĂĐƚŽƌƐ͘,ĞŶĐĞ͕ ƉĞƌĐŽůĂƚŝŽŶ ƌĂƚĞƐ ;ŝŶ ƵŶŝƚ ůĞŶŐƚŚ ƉĞƌƵŶŝƚƚŝŵĞͿĂƌĞĂŶŽǀĞƌĞƐƚŝŵĂƚŝŽŶŽĨŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞƐ;ĂůƐŽŝŶƵŶŝƚůĞŶŐƚŚƉĞƌƵŶŝƚƚŝŵĞͿ͘ ĂƌƚŚ
^ǇƐƚĞŵƐƵƐĞƐƚŚĞWŽƌĐŚĞƚĞƋƵĂƚŝŽŶƚŽĂĐĐŽƵŶƚĨŽƌƚŚĞǁĞƚƚĞĚƐƵƌĨĂĐĞĂƌĞĂĂŶĚǀŽůƵŵĞŽĨǁĂƚĞƌ ŝŶĨŝůƚƌĂƚĞĚƚŽĞƐƚŝŵĂƚĞĂŶŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞ͘&ŽƌŵƐŽĨƚŚĞĞƋƵĂƚŝŽŶĐĂŶďĞĨŽƵŶĚŝŶƚŚĞZŝǀĞƌƐŝĚĞ ŽƵŶƚǇ Ͳ >Žǁ /ŵƉĂĐƚ ĞǀĞůŽƉŵĞŶƚ DW ĞƐŝŐŶ ,ĂŶĚďŽŽŬ ;ϮϬϬϭͿ͕ ƚŚĞ ^ŽƵƚŚ KƌĂŶŐĞ ŽƵŶƚǇ sĞƌƐŝŽŶ͕dĞĐŚŶŝĐĂů'ƵŝĚĂŶĐĞŽĐƵŵĞŶƚƐƉƉĞŶĚŝĐĞƐ ;ϮϬϭϳͿ͕ŽƌŝŶĂƉĂƉĞƌďǇ :͘t͘sĂŶ,ŽŽƌŶ͕ ͞ĞƚĞƌŵŝŶŝŶŐ,ǇĚƌĂƵůŝĐŽŶĚƵĐƚŝǀŝƚǇǁŝƚŚƚŚĞ/ŶǀĞƌƐĞĚƵŐĞƌ,ŽůĞĂŶĚ/ŶĨŝůƚƌŽŵĞƚĞƌDĞƚŚŽĚƐ͘͟ dŚĞWŽƌĐŚĞƚĞƋƵĂƚŝŽŶŝŶŝƚƐŵŽƐƚƐŝŵƉůĞĨŽƌŵŝƐƚŚĞǀŽůƵŵĞŽĨǁĂƚĞƌŝŶĨŝůƚƌĂƚĞĚĚŝǀŝĚĞĚďǇƚŚĞ ƉƌŽĚƵĐƚŽĨƚŚĞĐŚĂŶŐĞŝŶƚŝŵĞĂŶĚƚŚĞǁĞƚƚĞĚƐƵƌĨĂĐĞĂƌĞĂ͘ǇƐƵďƐƚŝƚƵƚŝŽŶ͕ƚŚĞĞƋƵĂƚŝŽŶĐĂŶďĞ ƐŚŽǁŶƚŽďĞĞƋƵĂůƚŽ͗
ȴ,ΎƌΎϲϬ
/ŶĨŝůƚƌĂƚŝŽŶZĂƚĞ;ŝŶĐŚĞƐͬŚƌ͘Ϳс
ȴƚΎ;ƌнϮ,ĂǀŐͿ
tŚĞƌĞ͗ ȴ,сŚĂŶŐĞŝŶǁĂƚĞƌůĞǀĞů;ŝŶĐŚĞƐͿ
ȴƚсŚĂŶŐĞŝŶƚŝŵĞ;ŵŝŶƵƚĞƐͿ
ƌсZĂĚŝƵƐŽĨƚĞƐƚŚŽůĞ;ŝŶĐŚĞƐͿ
,ĂǀŐсǀĞƌĂŐĞŚĞŝŐŚƚŽĨǁĂƚĞƌŝŶƚĞƐƚŚŽůĞ;ŝŶĐŚĞƐͿ
dŚĞĂďŽǀĞĞƋƵĂƚŝŽŶĚŽĞƐŶŽƚĂĐĐŽƵŶƚĨŽƌƚŚĞŐƌĂǀĞůƉĂĐŬŝŶƚŚĞĂŶŶƵůƵƐďĞƚǁĞĞŶƚŚĞďŽƌĞŚŽůĞ ǁĂůůĂŶĚƚŚĞƐůŽƚƚĞĚƉŝƉĞĨŝƚƚĞĚŝŶƚŚĞƚĞƐƚŚŽůĞ͘/ŐŶŽƌŝŶŐƚŚĞŐƌĂǀĞůƉĂĐŬŝŶĨůĂƚĞƐƚŚĞĂŵŽƵŶƚŽĨ ǁĂƚĞƌŝŶĨŝůƚƌĂƚĞĚĂŶĚ͕ŚĞŶĐĞ͕ǇŝĞůĚƐĂŶƵŶĐŽŶƐĞƌǀĂƚŝǀĞŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞ͘ŵĞƚŚŽĚƚŽĂĐĐŽƵŶƚĨŽƌ ƚŚĞ ǀŽůƵŵĞ ŽĐĐƵƉŝĞĚ ďǇ ƚŚĞ ŐƌĂǀĞů ;ĂŶĚ ƚŚĞ ƐůŽƚƚĞĚ ƉŝƉĞͿ ĂŶĚ ĂĚũƵƐƚ ƚŚĞ ŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞ ĂĐĐŽƌĚŝŶŐůǇŝƐƉƌĞƐĞŶƚĞĚŝŶĂůƚƌĂŶƐdĞƐƚϳϱϬ͘
ĂƌƚŚ^ǇƐƚĞŵƐŵĂŬĞƐ ƚŚŝƐĂĚĚŝƚŝŽŶĂůĂĚũƵƐƚŵĞŶƚ
ƚŽŽƵƌƚĞƐƚĚĂƚĂ͘dŚĞĞƋƵĂƚŝŽŶŝƐ͗
ŽƌƌĞĐƚŝŽŶ&ĂĐƚŽƌсŶΎ΀ϭͲ;KͬͿϮ΁н;/ͬͿϮ

tŚĞƌĞ͗ ŶсWĞĂŐƌĂǀĞůƉŽƌŽƐŝƚǇ
KсKƵƚƐŝĚĞĚŝĂŵĞƚĞƌŽĨƐůŽƚƚĞĚƉŝƉĞ;ŝŶĐŚĞƐͿ
сdĞƐƚŚŽůĞĚŝĂŵĞƚĞƌ;ŝŶĐŚĞƐͿ
/с/ŶƐŝĚĞĚŝĂŵĞƚĞƌŽĨƐůŽƚƚĞĚƉŝƉĞ;ŝŶĐŚĞƐͿ
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϬ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/

ĂƌƚŚ^ǇƐƚĞŵƐŚĂƐĚĞƚĞƌŵŝŶĞĚĂŶĂǀĞƌĂŐĞƉŽƌŽƐŝƚǇ ĨŽƌ ƚŚĞƉĞĂŐƌĂǀĞůƵƐĞĚŝŶŽƵƌ ƚĞƐƚŝŶŐ͘dŚĞ ŽƚŚĞƌǀĂůƵĞƐĂƌĞƐŝŵƉůĞŵĞĂƐƵƌĞŵĞŶƚƐ͘
ĂƐĞĚŽŶ ƚŚĞŝŶĨŝůƚƌĂƚŝŽŶ ƚĞƐƚŝŶŐ ƌĞƐƵůƚƐŝŶƉƉĞŶĚŝǆ ͕ ƚŚĞŵĞĂƐƵƌĞĚ ƚĞƐƚŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞƐ ĨŽƌ
ƚŚĞĚĞƉƚŚƐƚĞƐƚĞĚĂŶĚďŽƌŝŶŐůŽĐĂƚŝŽŶƐĂƌĞƐƵŵŵĂƌŝǌĞĚŝŶƚŚĞĨŽůůŽǁŝŶŐƚĂďůĞ͗ ŽƌŝŶŐ ƉƉƌŽǆŝŵĂƚĞĞƉƚŚ;ĨĞĞƚͿ /ŶĨŝůƚƌĂƚŝŽŶZĂƚĞ;ŝŶĐŚͬŚŽƵƌͿ /dʹϭ ϭϰ ϭϰ͘Ϭϭ
/dʹϮ ϯ ϭ͘ϭϭ
/dʹϯ ϭϰ ϮϮ͘ϵϯ
/dʹϰ ϯ Ϭ͘ϰϵ
/dʹϱ ϭϱ ϵϳ͘ϵϯ
/dʹϲ ϰ Ϭ͘ϰϱ
ĂƐĞĚ ŽŶ ƚŚĞ sĞŶƚƵƌĂ ŽƵŶƚǇ dĞĐŚŶŝĐĂů 'ƵŝĚĂŶĐĞ DĂŶƵĂů ĨŽƌ ^ƚŽƌŵǁĂƚĞƌ YƵĂůŝƚǇ ŽŶƚƌŽů DĞĂƐƵƌĞƐ;ϮϬϭϬͿ͕ŝŶĨŝůƚƌĂƚŝŽŶĨĂĐŝůŝƚŝĞƐƌĞƋƵŝƌĞĂŵŝŶŝŵƵŵƐŽŝůŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞŽĨϬ͘ϱŝŶĐŚĞƐͬŚŽƵƌ͘ /ĨŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞƐĞǆĐĞĞĚϮ͘ϰŝŶĐŚĞƐͬŚŽƵƌ͕ƌƵŶŽĨĨƐŚŽƵůĚďĞĨƵůůǇƚƌĞĂƚĞĚŝŶĂŶƵƉƐƚƌĞĂŵDW ;ĞƐƚDĂŶĂŐĞŵĞŶƚ WƌĂĐƚŝĐĞͿ ƉƌŝŽƌ ƚŽ ŝŶĨŝůƚƌĂƚŝŽŶ ƚŽ ƉƌŽƚĞĐƚ ŐƌŽƵŶĚǁĂƚĞƌ ƋƵĂůŝƚǇ͘ ĚĚŝƚŝŽŶĂůůǇ͕ ƉƌĞƚƌĞĂƚŵĞŶƚĨŽƌĐŽĂƌƐĞƐĞĚŝŵĞŶƚƌĞŵŽǀĂůŝƐƌĞƋƵŝƌĞĚŝŶĂůůŝŶƐƚĂŶĐĞƐ͘ ůů ƚĞƐƚĞĚ ƌĂƚĞƐ ĨƌŽŵďŽƌŝŶŐƐ/dͲϭ͕/dͲϮ͕/dͲϯ͕ĂŶĚ/dͲϱŵĞĞƚ ƚŚĞŵŝŶŝŵƵŵ ƌĞƋƵŝƌĞŵĞŶƚ͕ĂƐ ƚŚĞ ƌĂƚĞƐĞǆĐĞĞĚϬ͘ϱŝŶĐŚĞƐͬŚŽƵƌ͘,ŽǁĞǀĞƌ͕ĨŽƌƚŚĞďŽƌŝŶŐƐǁŝƚŚƌĂƚĞƐŚŝŐŚĞƌƚŚĂŶϮ͘ϰŝŶĐŚĞƐͬŚŽƵƌ ;/dͲϭ͕/dͲϯ͕ĂŶĚ/dͲϱͿ͕ŝĨĂŶǇƐƚŽƌŵǁĂƚĞƌDWǁŝůůďĞŝŶƐƚĂůůĞĚŝŶƚŚŝƐĂƌĞĂ͕ƚŚĞƌƵŶŽĨĨƐŚŽƵůĚďĞ ĨƵůůǇ ƚƌĞĂƚĞĚŝŶĂŶƵƉƐƚƌĞĂŵDWďĞĨŽƌĞŝŶĨŝůƚƌĂƚŝŽŶ͕ĂƐƌĞĐŽŵŵĞŶĚĞĚďǇ ƚŚĞsĞŶƚƵƌĂŽƵŶƚǇ dĞĐŚŶŝĐĂů'ƵŝĚĂŶĐĞDĂŶƵĂů͘
dŚĞŵŝŶŝŵƵŵ ƌĞĐŽƌĚĞĚŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞƐ ĨŽƌ ďŽƌŝŶŐƐ/dͲϰĂŶĚ/dͲϲ ǁĞƌĞ Ϭ͘ϰϵ ŝŶĐŚĞƐͬŚŽƵƌ ĂŶĚ Ϭ͘ϰϱ ŝŶĐŚĞƐͬŚŽƵƌ͕ ƌĞƐƉĞĐƚŝǀĞůǇ͘ dŚĞƐĞ ǀĂůƵĞƐ ĂƌĞ ďĞůŽǁ ƚŚĞ ƌĞƋƵŝƌĞĚŵŝŶŝŵƵŵ ƐŽŝů ŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞŽĨϬ͘ϱŝŶĐŚĞƐͬŚŽƵƌ͕ŝŶĚŝĐĂƚŝŶŐƚŚĂƚƚŚĞƐŽŝůŝŶƚŚĞƐĞůŽĐĂƚŝŽŶƐĚŽĞƐŶŽƚŵĞĞƚƚŚĞŝŶĨŝůƚƌĂƚŝŽŶ ĐƌŝƚĞƌŝĂ͘
dŚĞƌĞĂƌĞŵĂŶǇ ĨĂĐƚŽƌƐ ƚŚĂƚŝŶĨůƵĞŶĐĞ ƚŚĞŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞ͘ ůĞĂƌǁĂƚĞƌǁĂƐƵƐĞĚŝŶŽƵƌ ƚĞƐƚƐ͕ ǁŚĞƌĞĂƐ ĚĞůĞƚĞƌŝŽƵƐ ŵĂƚĞƌŝĂů ǁŝůů ůŝŬĞůǇ ďĞ ĐŽŶƚĂŝŶĞĚ ŝŶ ƚŚĞ ƐƚŽƌŵ ǁĂƚĞƌ͘ sĂƌŝĂƚŝŽŶƐ ŝŶ ƐŽŝů ĐŽŶĚŝƚŝŽŶƐ ǁŝƚŚŝŶ ƚŚĞ ůŝŵŝƚƐ ŽĨ ƚŚĞ ƉƌŽƉŽƐĞĚ ŝŶĨŝůƚƌĂƚŝŽŶ ƐǇƐƚĞŵ ǁŝůů ůŝŬĞůǇ ĂĨĨĞĐƚ ŝŶĨŝůƚƌĂƚŝŽŶ ĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ͘dŚĞĚĞƐŝŐŶĞƌǁŚŽƵƚŝůŝǌĞƐ ƚŚĞŝŶĨŝůƚƌĂƚŝŽŶ ƌĞƐƵůƚƐƐŚŽƵůĚĐŽŶƐŝĚĞƌ ƚŚĞƐĞ ĨĂĐƚŽƌƐ͕ ĂƐ ǁĞůů ĂƐ ĂƉƉůǇ Ă ĨĂĐƚŽƌͲŽĨͲƐĂĨĞƚǇ ƚŽ ƚŚĞ ŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞ ƚŽ ĂĐĐŽƵŶƚ ĨŽƌ ĨƵƚƵƌĞ ĚŝƐƉŽƐĂů ďĞĚ ƐŝůƚĂƚŝŽŶ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϭ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
KE>h^/KE^EZ
KDD
Ed/KE^
ĂƐĞĚ ŽŶ ƚŚĞ ĚĂƚĂ ƉƌŽǀŝĚĞĚ ŝŶ ƚŚŝƐ ƌĞƉŽƌƚ͕ ŝƚ ĂƉƉĞĂƌƐ ƚŚĂƚ ƚŚĞ ƉƌŽũĞĐƚ ƐŝƚĞ ŝƐ ƐƵŝƚĂďůĞ ĨŽƌ ƚŚĞ ƉƌŽƉŽƐĞĚ ĚĞǀĞůŽƉŵĞŶƚ ĨƌŽŵĂŶĞŶŐŝŶĞĞƌŝŶŐŐĞŽůŽŐǇĂŶĚŐĞŽƚĞĐŚŶŝĐĂůĞŶŐŝŶĞĞƌŝŶŐ ƐƚĂŶĚƉŽŝŶƚ ƉƌŽǀŝĚĞĚƚŚĂƚƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐƉƌŽǀŝĚĞĚŚĞƌĞŝŶĂƌĞƉƌŽƉĞƌůǇŝŵƉůĞŵĞŶƚĞĚŝŶƚŽƚŚĞƉƌŽũĞĐƚ͘ ĞĐĂƵƐĞƚŚĞĐƵƌƌĞŶƚƉůĂŶƐĂƉƉĞĂƌƚŽďĞĐŽŶĐĞƉƚƵĂů͕
ĂƌƚŚ^ǇƐƚĞŵƐƌĞƐĞƌǀĞƐƚŚĞƌŝŐŚƚƚŽŵŽĚŝĨǇ
ŽƵƌĐƵƌƌĞŶƚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐďĂƐĞĚŽŶƚŚĞĨŝŶĂůƉƌŽũĞĐƚƉůĂŶƐ͘

ĂƌƚŚ^ǇƐƚĞŵƐďĞůŝĞǀĞƐƚŚĂƚĂĐŽŶǀĞŶƚŝŽŶĂůƐƉƌĞĂĚĨŽƵŶĚĂƚŝŽŶƐǇƐƚĞŵǁŝƚŚĂƐůĂďͲŽŶͲŐƌĂĚĞĨůŽŽƌ ŝƐ ƐƵŝƚĂďůĞ ĨŽƌ ƚŚĞ ƉƌŽƉŽƐĞĚ ďƵŝůĚŝŶŐƐ͘ ,ŽǁĞǀĞƌ͕ ďĂƐĞĚ ŽŶ ƚŚĞ ŽďƐĞƌǀĞĚ ƐŝƚĞ ĐŽŶĚŝƚŝŽŶƐ͕ ǁĞ ƌĞĐŽŵŵĞŶĚ ƌĞŵĞĚŝĂů ŐƌĂĚŝŶŐ͕ ŝŶĐůƵĚŝŶŐ ŽǀĞƌĞǆĐĂǀĂƚŝŽŶ ĂŶĚ ƌĞĐŽŵƉĂĐƚŝŽŶ͕ ƚŽ ƌĞŵŽǀĞ ƵŶĐĞƌƚŝĨŝĞĚĨŝůůĂŶĚĐƌĞĂƚĞĂŵŽƌĞƵŶŝĨŽƌŵ͕ŵŽŝƐƚƵƌĞͲĐŽŶĚŝƚŝŽŶĞĚƐƵďŐƌĂĚĞŝŶĂƌĞĂƐĚĞƐŝŐŶĂƚĞĚ ĨŽƌƚŚĞƉƌŽƉŽƐĞĚďƵŝůĚŝŶŐƐ͘
^ŝŶĐĞƚŚĞĞǆŝƐƚŝŶŐĂƌƚŝĨŝĐŝĂůĨŝůůŚĂƐďĞĞŶĐŽŶƐŝĚĞƌĞĚƚŽďĞŶŽŶͲĞŶŐŝŶĞĞƌĞĚĂŶĚƵŶĐĞƌƚŝĨŝĞĚĨŽƌƚŚĞ ƉƵƌƉŽƐĞƐ ŽĨ ƚŚŝƐ ƌĞƉŽƌƚ͕ ǁĞ ĞǀĂůƵĂƚĞĚ ƚŚĞ ƌĞůĂƚŝǀĞ ĐŽŵƉĂĐƚŝŽŶ ŽĨ ƚŚĞ ĂƌƚŝĨŝĐŝĂů Ĩŝůů ƐŽŝůƐ ĞŶĐŽƵŶƚĞƌĞĚ ŝŶ ƚŚĞ ďŽƌŝŶŐƐ ĚƌŝůůĞĚ Ăƚ ƚŚĞ ƉĂƌŬŝŶŐͬƉĂǀĞĚ ĂƌĞĂ ďǇ ĐŽŵƉĂƌŝŶŐ ƚŚĞ ŝŶͲƐŝƚƵ ĚƌǇ ĚĞŶƐŝƚǇ ŽĨ ƚŚĞ ƐĂŵƉůĞƐ ƚŽ ƚŚĞ ŵĂǆŝŵƵŵ ĚƌǇ ĚĞŶƐŝƚǇ ŽďƚĂŝŶĞĚ ĨƌŽŵ ůĂď ĚĂƚĂ͘ dŚĞ ƌĞůĂƚŝǀĞ ĐŽŵƉĂĐƚŝŽŶƐĚĞƌŝǀĞĚďǇƚŚŝƐĂƉƉƌŽĂĐŚǁĞƌĞĂďŽǀĞϵϬйĨŽƌƐĂŵƉůĞƐĐŽůůĞĐƚĞĚĨƌŽŵďŽƌŝŶŐƐͲϰ ĂŶĚ Ͳϱ ǁŝƚŚŝŶ ƚŚĞ ƉĂƌŬŝŶŐͬƉĂǀĞĚ ĂƌĞĂ͘ 'ŝǀĞŶ ƚŚĞ ƐĂƚŝƐĨĂĐƚŽƌǇ ĐŽŵƉĂĐƚŝŽŶ ůĞǀĞůƐ͕ ƚŚĞ ŽǁŶĞƌ ŵĂǇĐŚŽŽƐĞƚŽƌĞƚĂŝŶĂƉŽƌƚŝŽŶŽĨƚŚĞĂƌƚŝĨŝĐŝĂůĨŝůůŝŶƉůĂĐĞŝŶƚŚĞƉĂƌŬŝŶŐͬƉĂǀĞĚĂƌĞĂ͕ƚŚŽƵŐŚĂƚ ƚŚĞŝƌŽǁŶƌŝƐŬ͘,ŽǁĞǀĞƌ͕ĂƐƉƌĞǀŝŽƵƐůǇŶŽƚĞĚ͕ƚŚĞĨŝůůŵĂƚĞƌŝĂůĐŽŶƐŝƐƚƐŽĨĂƐŝůƚͲƐĂŶĚŵŝǆƚƵƌĞƚŚĂƚ ŵĂǇďĞƉƌŽŶĞƚŽŚǇĚƌŽĐŽůůĂƉƐĞ͘/ĨƚŚŝƐŵĂƚĞƌŝĂůŝƐƵƐĞĚĂƐĂƐƵďŐƌĂĚĞĨŽƌƉĞƌŵĞĂďůĞƉĂǀĞŵĞŶƚ͕ ƚŚĞ ŝŶĐƌĞĂƐĞĚ ĚĞŐƌĞĞ ŽĨ ƐŽŝů ƐĂƚƵƌĂƚŝŽŶ ĐŽƵůĚ ƚƌŝŐŐĞƌ ŚǇĚƌŽĐŽůůĂƉƐĞ͕ ůĞĂĚŝŶŐ ƚŽ ƉŽƚĞŶƚŝĂů ƐĞƚƚůĞŵĞŶƚŝƐƐƵĞƐ͘
^ƉĞĐŝĨŝĐ ĐŽŶĐůƵƐŝŽŶƐ ĂŶĚ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ĂĚĚƌĞƐƐŝŶŐ ƚŚĞƐĞ ŐĞŽůŽŐŝĐ ĂŶĚ ŐĞŽƚĞĐŚŶŝĐĂů ĐŽŶƐŝĚĞƌĂƚŝŽŶƐ͕ ĂƐ ǁĞůů ĂƐ ŐĞŶĞƌĂů ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ƌĞŐĂƌĚŝŶŐ ƚŚĞ ŐĞŽƚĞĐŚŶŝĐĂů ĂƐƉĞĐƚƐ ŽĨ ĚĞƐŝŐŶĂŶĚĐŽŶƐƚƌƵĐƚŝŽŶ͕ĂƌĞƉƌĞƐĞŶƚĞĚŝŶƚŚĞĨŽůůŽǁŝŶŐƐĞĐƚŝŽŶƐ͘ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϮ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
͘ 'ƌĂĚŝŶŐ
ϭ͘ WƌĞͲ'ƌĂĚŝŶŐŽŶƐŝĚĞƌĂƚŝŽŶƐ
Ă͘ ZŽŽĨĚƌĂŝŶŝŶŐƐǇƐƚĞŵƐƐŚŽƵůĚďĞĚĞƐŝŐŶĞĚƐŽƚŚĂƚǁĂƚĞƌŝƐŶŽƚĚŝƐĐŚĂƌŐĞĚŝŶƚŽ ďĞĂƌŝŶŐƐŽŝůƐŽƌŶĞĂƌƐƚƌƵĐƚƵƌĞƐ͘&ŝŶĂůƐŝƚĞŐƌĂĚĞƐŚŽƵůĚďĞĚĞƐŝŐŶĞĚƐŽƚŚĂƚĂůů ǁĂƚĞƌ ŝƐ ĚŝǀĞƌƚĞĚ ĂǁĂǇ ĨƌŽŵ ƚŚĞ ƐƚƌƵĐƚƵƌĞƐ ŽǀĞƌ ƉĂǀĞĚ ƐƵƌĨĂĐĞƐ͕ Žƌ ŽǀĞƌ ůĂŶĚƐĐĂƉĞĚ ƐƵƌĨĂĐĞƐ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ ĐƵƌƌĞŶƚ ĐŽĚĞƐ͘ tĂƚĞƌ ƐŚŽƵůĚ ŶŽƚ ďĞ ĂůůŽǁĞĚƚŽƉŽŶĚĂŶǇǁŚĞƌĞŽŶƚŚĞƉĂĚ͘
ď͘ ^ŚƌŝŶŬĂŐĞŽĨ ƐŽŝůƐ ;ƵŶĐĞƌƚŝĨŝĞĚ ĨŝůůƐͿĂĨĨĞĐƚĞĚďǇĐŽŵƉĂĐƚŝŽŶŝƐĞƐƚŝŵĂƚĞĚ ƚŽďĞ ĂďŽƵƚϱƉĞƌĐĞŶƚďĂƐĞĚŽŶĂŶĂŶƚŝĐŝƉĂƚĞĚĂǀĞƌĂŐĞĐŽŵƉĂĐƚŝŽŶŽĨϵϮƉĞƌĐĞŶƚ͘ Đ͘
ĂƌƚŚ ^ǇƐƚĞŵƐ ƐŚŽƵůĚ ďĞ ƌĞƚĂŝŶĞĚ ƚŽ ƉƌŽǀŝĚĞ ĞŶŐŝŶĞĞƌŝŶŐ ŐĞŽůŽŐǇ ĂŶĚ ŐĞŽƚĞĐŚŶŝĐĂů ĞŶŐŝŶĞĞƌŝŶŐ ƐĞƌǀŝĐĞƐ ĚƵƌŝŶŐ ƐŝƚĞ ĚĞǀĞůŽƉŵĞŶƚ ĂŶĚ ŐƌĂĚŝŶŐ͕ ĂŶĚ ĨŽƵŶĚĂƚŝŽŶ ĐŽŶƐƚƌƵĐƚŝŽŶ ƉŚĂƐĞƐ ŽĨ ƚŚĞ ǁŽƌŬ ƚŽ ŽďƐĞƌǀĞ ĐŽŵƉůŝĂŶĐĞ ǁŝƚŚ ƚŚĞ ĚĞƐŝŐŶĐŽŶĐĞƉƚƐ͕ƐƉĞĐŝĨŝĐĂƚŝŽŶƐĂŶĚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͘dŚŝƐǁŝůůĂůůŽǁĨŽƌƚŝŵĞůǇ ĚĞƐŝŐŶ ĐŚĂŶŐĞƐ ŝŶ ƚŚĞ ĞǀĞŶƚ ƚŚĂƚ ƐƵďƐƵƌĨĂĐĞ ĐŽŶĚŝƚŝŽŶƐ ĚŝĨĨĞƌ ĨƌŽŵ ƚŚŽƐĞ ĂŶƚŝĐŝƉĂƚĞĚƉƌŝŽƌƚŽƚŚĞƐƚĂƌƚŽĨĐŽŶƐƚƌƵĐƚŝŽŶ͘
Ě͘ WůĂŶƐĂŶĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐƐŚŽƵůĚďĞƉƌŽǀŝĚĞĚƚŽ
ĂƌƚŚ^ǇƐƚĞŵƐƉƌŝŽƌƚŽŐƌĂĚŝŶŐ͘
WůĂŶƐ ƐŚŽƵůĚ ŝŶĐůƵĚĞ ƚŚĞ ŐƌĂĚŝŶŐ ƉůĂŶƐ͕ ĨŽƵŶĚĂƚŝŽŶ ƉůĂŶƐ͕ ĂŶĚ ĨŽƵŶĚĂƚŝŽŶ ĚĞƚĂŝůƐ͘
ĂƌƚŚ ^ǇƐƚĞŵƐ ǁŝůů ƌĞǀŝĞǁ ƚŚĞƐĞ ƉůĂŶƐ ŽŶůǇ ĨŽƌ ĐŽŶĨŽƌŵŝƚǇ ǁŝƚŚ ŐĞŽƚĞĐŚŶŝĐĂů ƉĂƌĂŵĞƚĞƌƐ ŶŽƚŝŶĐůƵĚŝŶŐĚƌĂŝŶĂŐĞ͘/ƚŝƐ ƚŚĞ ƌĞƐƉŽŶƐŝďŝůŝƚǇ ŽĨ ƚŚĞ ůŝĞŶƚ ĂŶĚ ŽƚŚĞƌ
ŶŐŝŶĞĞƌƐ ƚŽ ƌĞǀŝĞǁ ĂŶĚ ĂƉƉƌŽǀĞ ĚĞƐŝŐŶƐ ĂŶĚ ƉůĂŶƐ ĨŽƌ ĐŽŶĨŽƌŵŝƚǇ ǁŝƚŚ Ăůů ĞŶŐŝŶĞĞƌŝŶŐ ĂŶĚ ĚĞƐŝŐŶ ƌĞƋƵŝƌĞŵĞŶƚƐ ŶĞĐĞƐƐĂƌǇ ĨŽƌ ƚŚĞ ƉƌŽƉĞƌĨƵŶĐƚŝŽŶĂŶĚƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞƐƚƌƵĐƚƵƌĞ͘
Ğ͘ ŽŵƉĂĐƚŝŽŶƚĞƐƚƐƐŚŽƵůĚďĞŵĂĚĞŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚ^dDϲϵϯϴŽƌ^dD ϭϱϱϲ ƚŽĚĞƚĞƌŵŝŶĞ ƚŚĞ ƌĞůĂƚŝǀĞĐŽŵƉĂĐƚŝŽŶŽĨ ƚŚĞ ĨŝůůƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚ ƚŚĞ ĨŽůůŽǁŝŶŐ ŵŝŶŝŵƵŵ ŐƵŝĚĞůŝŶĞƐ͗ ƚǁŽ ƚĞƐƚƐ ĨŽƌ ĞĂĐŚ ϭͲĨŽŽƚ ǀĞƌƚŝĐĂů ůŝĨƚ ŝŶ ĞǀĞƌǇ ŝƐŽůĂƚĞĚĂƌĞĂŐƌĂĚĞĚ͖ŽŶĞƚĞƐƚĨŽƌĞĂĐŚϱϬϬĐƵďŝĐǇĂƌĚƐŽĨŵĂƚĞƌŝĂůƉůĂĐĞĚ͖ĂŶĚ ƚǁŽƚĞƐƚƐĂƚĨŝŶŝƐŚĞĚƐƵďŐƌĂĚĞĞůĞǀĂƚŝŽŶŝŶĞǀĞƌǇĂƌĞĂŽĨƌĞŵĞĚŝĂůŐƌĂĚŝŶŐ͘ Ϯ͘ ZŽƵŐŚ'ƌĂĚŝŶŐͬƌĞĂƐŽĨĞǀĞůŽƉŵĞŶƚ
Ă͘ 'ƌĂĚŝŶŐ Ăƚ Ă ŵŝŶŝŵƵŵ ƐŚŽƵůĚ ĐŽŶĨŽƌŵ ƚŽ ƉƉĞŶĚŝǆ : ŽĨ ƚŚĞ ϮϬϮϮ ĂůŝĨŽƌŶŝĂ ƵŝůĚŝŶŐŽĚĞĂŶĚůŽĐĂůŐƌĂĚŝŶŐŽƌĚŝŶĂŶĐĞƐ͕ĨŽůůŽǁŝŶŐƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŽĨ ƚŚĞ 'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌ ĚƵƌŝŶŐ ĐŽŶƐƚƌƵĐƚŝŽŶ͘tŚĞƌĞ ƚŚĞ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ŽĨƚŚŝƐƌĞƉŽƌƚĂŶĚƚŚĞĐŝƚĞĚƐĞĐƚŝŽŶŽĨƚŚĞϮϬϮϮĂƌĞŝŶĐŽŶĨůŝĐƚ͕ƚŚĞKǁŶĞƌ ƐŚŽƵůĚƌĞƋƵĞƐƚĐůĂƌŝĨŝĐĂƚŝŽŶĨƌŽŵƚŚĞ'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϯ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ď͘ dŚĞ ĞǆŝƐƚŝŶŐ ŐƌŽƵŶĚ ƐƵƌĨĂĐĞ ƐŚŽƵůĚ ďĞ ŝŶŝƚŝĂůůǇ ƉƌĞƉĂƌĞĚ ĨŽƌ ŐƌĂĚŝŶŐ ďǇ ƌĞŵŽǀŝŶŐ ƚŚĞ ƌĞŵŶĂŶƚƐŽĨĐŽŶĐƌĞƚĞƐůĂďƐ͕ĂďĂŶĚŽŶĞĚƵƚŝůŝƚǇůŝŶĞƐ͕ǀĞŐĞƚĂƚŝŽŶ͕ ĚĞďƌŝƐ͕ŽƚŚĞƌŽƌŐĂŶŝĐŵĂƚĞƌŝĂůĂŶĚŶŽŶͲĐŽŵƉůǇŝŶŐ Ĩŝůů ĨƌŽŵĐŽŶƐƚƌƵĐƚŝŽŶĂƌĞĂƐ͘ KƌŐĂŶŝĐƐĂŶĚĚĞďƌŝƐ ƐŚŽƵůĚďĞ ƐƚŽĐŬƉŝůĞĚĂǁĂǇ ĨƌŽŵĂƌĞĂƐ ƚŽ ďĞ ŐƌĂĚĞĚ͕ĂŶĚ ƵůƚŝŵĂƚĞůǇ ƌĞŵŽǀĞĚ ĨƌŽŵ ƚŚĞ ƉƌŽũĞĐƚ ƐŝƚĞ ƚŽ ƉƌĞǀĞŶƚ ƚŚĞŝƌ ŝŶĐůƵƐŝŽŶ ŝŶ ĨŝůůƐ͘ sŽŝĚƐ ĐƌĞĂƚĞĚ ďǇ ƌĞŵŽǀĂů ŽĨ ƐƵĐŚŵĂƚĞƌŝĂů ƐŚŽƵůĚ ďĞ ƉƌŽƉĞƌůǇ ďĂĐŬĨŝůůĞĚ ĂŶĚ ĐŽŵƉĂĐƚĞĚ͘EŽĐŽŵƉĂĐƚĞĚ ĨŝůůƐŚŽƵůĚďĞƉůĂĐĞĚƵŶůĞƐƐƚŚĞƵŶĚĞƌůǇŝŶŐƐŽŝůŚĂƐ ďĞĞŶŽďƐĞƌǀĞĚďǇƚŚĞ'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌŽƌŚŝƐŽƌŚĞƌƌĞƉƌĞƐĞŶƚĂƚŝǀĞ͘
Đ͘ dŽ ƌĞŵŽǀĞ ƚŚĞ ƵŶĐĞƌƚŝĨŝĞĚ Ĩŝůů ĂŶĚ ƉƌŽǀŝĚĞ Ă ŵŽƌĞ ƵŶŝĨŽƌŵ ĂŶĚ ŵŽŝƐƚƵƌĞͲ ĐŽŶĚŝƚŝŽŶĞĚ ƐƵďŐƌĂĚĞ͕ ŽǀĞƌĞǆĐĂǀĂƚŝŽŶ ĂŶĚ ƌĞĐŽŵƉĂĐƚŝŽŶ ŽĨ ƐŽŝůƐ ďĞŶĞĂƚŚ ƚŚĞ ƉƌŽƉŽƐĞĚŝŵƉƌŽǀĞŵĞŶƚƐǁŝůůďĞŶĞĐĞƐƐĂƌǇ͘
Ě͘ /ĨĐŽŶǀĞŶƚŝŽŶĂůƐƉƌĞĂĚĨŽƵŶĚĂƚŝŽŶƐĂƌĞƵƐĞĚƚŽƐƵƉƉŽƌƚƚŚĞƉƌŽƉŽƐĞĚďƵŝůĚŝŶŐƐ͕ ƐŽŝůƐ ƐŚŽƵůĚ ďĞ ŽǀĞƌĞǆĐĂǀĂƚĞĚ ƚŽ Ă ĚĞƉƚŚ ŽĨ ϯ ĨĞĞƚ ďĞůŽǁ ƚŚĞ ďŽƚƚŽŵ ŽĨ ƚŚĞ ĨŽŽƚŝŶŐŽƌĂƐĚĞĞƉĂƐŶĞĐĞƐƐĂƌǇƚŽƌĞŵŽǀĞĂůůĞǆŝƐƚŝŶŐĨŝůůŵĂƚĞƌŝĂů͕ǁŚŝĐŚĞǀĞƌŝƐ ĚĞĞƉĞƌ͘ KǀĞƌĞǆĐĂǀĂƚŝŽŶ ƐŚŽƵůĚ ďĞ ĞǆƚĞŶĚĞĚ ƚŽ Ă ĚŝƐƚĂŶĐĞ ŽĨ Ăƚ ůĞĂƐƚ ϱ ĨĞĞƚ ůĂƚĞƌĂůůǇ͕ ďƵƚŶŽƚůĞƐƐ ƚŚĂŶĂ ĚŝƐƚĂŶĐĞĞƋƵĂů ƚŽ ƚŚĞ ĚĞƉƚŚ ŽĨ ƌĞŵŽǀĂů͕ďĞǇŽŶĚ ƚŚĞŽƵƚƐŝĚĞĞĚŐĞŽĨƚŚĞĨŽƵŶĚĂƚŝŽŶĞůĞŵĞŶƚƐ͘
Ğ͘ ^ŽŝůďĞŶĞĂƚŚ ƌĞƚĂŝŶŝŶŐǁĂůů ĨŽƵŶĚĂƚŝŽŶƐ ƐŚŽƵůĚďĞŽǀĞƌĞǆĐĂǀĂƚĞĚ ƚŚĞ ƐĂŵĞĂƐ ƌĞĐŽŵŵĞŶĚĞĚĨŽƌƐƵƉƉŽƌƚƚŚĞƉƌŽƉŽƐĞĚďƵŝůĚŝŶŐƐ͕ĞǆĐĞƉƚƚŚĞůĂƚĞƌĂůĞǆƚĞŶƚŽĨ ƚŚĞ ŐƌĂĚŝŶŐ ĐĂŶ ďĞ ůŝŵŝƚĞĚ ƚŽ Ϯ ĨĞĞƚ ďĞǇŽŶĚ ƚŚĞ ǁĂůů ĨŽƵŶĚĂƚŝŽŶ ĞĚŐĞƐ͕ ŝĨ ƉŽƐƐŝďůĞ͘
Ĩ͘ /Ŷ ĂƌĞĂƐ ƚŽ ƌĞĐĞŝǀĞ ƐŝĚĞǁĂůŬƐ Žƌ ƉĂǀŝŶŐ͕ ƐŽŝůƐ ƐŚŽƵůĚ ďĞ ŽǀĞƌĞǆĐĂǀĂƚĞĚ ƚŽ Ă ĚĞƉƚŚŽĨϮĨĞĞƚďĞůŽǁĞǆŝƐƚŝŶŐŐƌĂĚĞŽƌϮĨĞĞƚďĞůŽǁĨŝŶŝƐŚĞĚŐƌĂĚĞ͕ǁŚŝĐŚĞǀĞƌ ŝƐ ĚĞĞƉĞƌ͘ /Ĩ ƚŚĞ ŽǁŶĞƌ ĚĞĐŝĚĞƐ ƚŽ ůĞĂǀĞ ĞǆŝƐƚŝŶŐ Ĩŝůů ŝŶ ƉůĂĐĞ ƵŶĚĞƌ ĂŶĚͬŽƌ ǁŝƚŚŝŶ ƚŚĞ ŝŶĨůƵĞŶĐĞ ŽĨ ƉƌŽƉŽƐĞĚ ƉĂƌŬŝŶŐͬƉĂǀĞĚ ĂƌĞĂ͕ ƚŚĞŶ ƚŚĞ ŽǁŶĞƌ ƐŚŽƵůĚ ďĞĂǁĂƌĞ ƚŚĂƚ ƚŚĞƌĞŝƐĂ ƌŝƐŬ ŽĨ ƐĞƚƚůĞŵĞŶƚ ƚŚĂƚŵĂǇ ĐĂƵƐĞ ĚŝƐƉůĂĐĞŵĞŶƚĂŶĚ ĐƌĂĐŬŝŶŐ ŽĨ ĞǆƚĞƌŝŽƌ ŝŵƉƌŽǀĞŵĞŶƚƐ͘ KǀĞƌĞǆĐĂǀĂƚŝŽŶ ƐŚŽƵůĚ ďĞ ĞǆƚĞŶĚĞĚ ƚŽ Ă ĚŝƐƚĂŶĐĞ ŽĨ Ăƚ ůĞĂƐƚ ϯ ĨĞĞƚ ůĂƚĞƌĂůůǇ͕ ďƵƚ ŶŽƚ ůĞƐƐ ƚŚĂŶ Ă ĚŝƐƚĂŶĐĞĞƋƵĂů ƚŽ ƚŚĞ ĚĞƉƚŚŽĨƌĞŵŽǀĂů͕ďĞǇŽŶĚƚŚĞŽƵƚƐŝĚĞĞĚŐĞŽĨƚŚĞƉƌŽƉŽƐĞĚŝŵƉƌŽǀĞŵĞŶƚ͘dŚĞ ƵƉƉĞƌ ϭϮ ŝŶĐŚĞƐ ŽĨ ƐƵďŐƌĂĚĞ ďĞŶĞĂƚŚ ƉĂǀĞŵĞŶƚ ƐŚŽƵůĚ ďĞ ĐŽŵƉĂĐƚĞĚ ƚŽ ϵϱ ƉĞƌĐĞŶƚŽĨƚŚĞ^dDϭϱϱϳŵĂǆŝŵƵŵĚƌǇĚĞŶƐŝƚǇ͘
Ő͘ dŚĞďŽƚƚŽŵƐŽĨĂůůĞǆĐĂǀĂƚŝŽŶƐƐŚŽƵůĚďĞŽďƐĞƌǀĞĚďǇĂƌĞƉƌĞƐĞŶƚĂƚŝǀĞŽĨ ĂƌƚŚ
^ǇƐƚĞŵƐƉƌŝŽƌƚŽƉƌŽĐĞƐƐŝŶŐƚŚĞďŽƚƚŽŵŽƌƉůĂĐŝŶŐĨŝůů͘ Ś͘ dŚĞ ƌĞƐƵůƚŝŶŐ ƐƵƌĨĂĐĞ;ƐͿ ƐŚŽƵůĚ ƚŚĞŶ ďĞ ƐĐĂƌŝĨŝĞĚ ĂŶ ĂĚĚŝƚŝŽŶĂů ϲ ŝŶĐŚĞƐ͕ ƵŶŝĨŽƌŵůǇŵŽŝƐƚƵƌĞ ĐŽŶĚŝƚŝŽŶĞĚ ƚŽ ĂďŽǀĞ ƚŚĞ ŽƉƚŝŵƵŵŵŽŝƐƚƵƌĞ ĐŽŶƚĞŶƚ ĂŶĚ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϰ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ĐŽŵƉĂĐƚĞĚ ƚŽ ĂĐŚŝĞǀĞ Ă ŵŝŶŝŵƵŵ ƌĞůĂƚŝǀĞ ĐŽŵƉĂĐƚŝŽŶ ŽĨ ϵϬ ƉĞƌĐĞŶƚ ŽĨ ƚŚĞ ^dD ϭϱϱϳ ŵĂǆŝŵƵŵ ĚƌǇ ĚĞŶƐŝƚǇ͘ ŽŵƉĂĐƚŝŽŶ ŽĨ ƚŚĞ ƉƌĞƉĂƌĞĚ ƐƵďŐƌĂĚĞ ƐŚŽƵůĚďĞǀĞƌŝĨŝĞĚďǇƚĞƐƚŝŶŐƉƌŝŽƌƚŽƚŚĞƉůĂĐĞŵĞŶƚŽĨƌĞĐŽŵƉĂĐƚĞĚĨŝůů͘ ŝ͘ ůƚŚŽƵŐŚ ŶŽƚ ĞŶĐŽƵŶƚĞƌĞĚ Žƌ ŝĚĞŶƚŝĨŝĞĚ ĚƵƌŝŶŐ ŽƵƌ ĨŝĞůĚ ŝŶǀĞƐƚŝŐĂƚŝŽŶƐ͕ ŝƚ ŝƐ ƉŽƐƐŝďůĞƚŚĂƚŽƚŚĞƌďƵƌŝĞĚŽďũĞĐƚƐƐƵĐŚĂƐƵŶĚĞƌŐƌŽƵŶĚ ƚĂŶŬƐŽƌŽƚŚĞƌƐŝŵŝůĂƌ ƐƵďƐƚƌƵĐƚƵƌĞƐ͕ ŝƌƌŝŐĂƚŝŽŶͬƐƉƌŝŶŬůĞƌ ůŝŶĞƐ͕ ƵŶĚĞƌŐƌŽƵŶĚ ƵƚŝůŝƚŝĞƐ͕ ĞƚĐ͕͘ ŵĂǇ ĞǆŝƐƚ ǁŝƚŚŝŶ ƚŚĞ ůŝŵŝƚƐ ŽĨ ĐŽŶƐƚƌƵĐƚŝŽŶ ŶŽƚ ĞǆƉůŽƌĞĚ͘ /Ĩ ĞŶĐŽƵŶƚĞƌĞĚ ǁŝƚŚŝŶ ƚŚĞ ĐŽŶƐƚƌƵĐƚŝŽŶůŝŵŝƚƐ͕ƚŚĞƐĞŝƚĞŵƐƐŚŽƵůĚďĞƌĞŵŽǀĞĚĂŶĚĚŝƐƉŽƐĞĚŽĨŽĨĨƐŝƚĞ͘dŚĞ ǀŽŝĚƐƌĞƐƵůƚŝŶŐĨƌŽŵƌĞŵŽǀĂůŽĨƚŚĞƐĞďƵƌŝĞĚŽďũĞĐƚƐƐŚŽƵůĚďĞďĂĐŬĨŝůůĞĚǁŝƚŚ ƐƵŝƚĂďůĞƐŽŝůƐƉůĂĐĞĚĂƐƌĞĐŽŵŵĞŶĚĞĚďĞůŽǁ͘
ũ͘ KŶͲƐŝƚĞƐŽŝůƐ͕ŝŶĐůƵĚŝŶŐƚŚĞƌĞŵŽǀĞĚĞǆŝƐƚŝŶŐĨŝůů͕ŵĂǇďĞƵƐĞĚĨŽƌĨŝůůŽŶĐĞƚŚĞǇ ĂƌĞĐůĞĂŶĞĚŽĨĂůůŽƌŐĂŶŝĐŵĂƚĞƌŝĂů͕ƌŽĐŬƐ͕ĚĞďƌŝƐ͕ĂŶĚŝƌƌĞĚƵĐŝďůĞŵĂƚĞƌŝĂůůĂƌŐĞƌ ƚŚĂŶϲŝŶĐŚĞƐ͘
Ŭ͘ &ŝůůĂŶĚďĂĐŬĨŝůůƉůĂĐĞĚĂďŽǀĞŽƉƚŝŵƵŵŵŽŝƐƚƵƌĞŝŶůĂǇĞƌƐǁŝƚŚĂůŽŽƐĞƚŚŝĐŬŶĞƐƐ ŶŽƚŐƌĞĂƚĞƌƚŚĂŶϲŝŶĐŚĞƐƐŚŽƵůĚďĞĐŽŵƉĂĐƚĞĚƚŽĂŵŝŶŝŵƵŵŽĨϵϬƉĞƌĐĞŶƚŽĨ ƚŚĞŵĂǆŝŵƵŵĚƌǇĚĞŶƐŝƚǇŽďƚĂŝŶĂďůĞďǇƚŚĞ^dDϭϱϱϳƚĞƐƚŵĞƚŚŽĚ͕ƵŶůĞƐƐ ŽƚŚĞƌǁŝƐĞƌĞĐŽŵŵĞŶĚĞĚŽƌƐƉĞĐŝĨŝĞĚďǇƚŚĞ'ĞŽƚĞĐŚŶŝĐĂů ŶŐŝŶĞĞƌŽƌŚŝƐͬŚĞƌ
ƌĞƉƌĞƐĞŶƚĂƚŝǀĞ͘ ZĂŶĚŽŵ ĐŽŵƉĂĐƚŝŽŶ ƚĞƐƚƐ ďǇ
ĂƌƚŚ ^ǇƐƚĞŵƐ ĐĂŶ ĂƐƐŝƐƚ ƚŚĞ
'ƌĂĚŝŶŐ ŽŶƚƌĂĐƚŽƌ ŝŶ ĞǀĂůƵĂƚŝŶŐ ǁŚĞƚŚĞƌ ƚŚĞ 'ƌĂĚŝŶŐ ŽŶƚƌĂĐƚŽƌ ŝƐ ŵĞĞƚŝŶŐ ĐŽŵƉĂĐƚŝŽŶ ƌĞƋƵŝƌĞŵĞŶƚƐ͘,ŽǁĞǀĞƌ͕ĐŽŵƉĂĐƚŝŽŶ ƚĞƐƚƐƉĞƌƚĂŝŶŽŶůǇ ƚŽƐƉĞĐŝĨŝĐ ůŽĐĂƚŝŽŶƐ ĂŶĚ ĚŽ ŶŽƚ ŐƵĂƌĂŶƚĞĞ ƚŚĂƚ Ăůů Ĩŝůů ŚĂƐ ďĞĞŶ ĐŽŵƉĂĐƚĞĚ ƚŽ ƚŚĞ ƉƌĞƐĐƌŝďĞĚƉĞƌĐĞŶƚĂŐĞŽĨŵĂǆŝŵƵŵĚĞŶƐŝƚǇ͘/ƚŝƐƚŚĞƵůƚŝŵĂƚĞƌĞƐƉŽŶƐŝďŝůŝƚǇŽĨ ƚŚĞ'ƌĂĚŝŶŐŽŶƚƌĂĐƚŽƌƚŽĂĐŚŝĞǀĞƵŶŝĨŽƌŵĐŽŵƉĂĐƚŝŽŶŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞ ƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚŝƐƌĞƉŽƌƚĂŶĚƚŚĞŐƌĂĚŝŶŐŽƌĚŝŶĂŶĐĞ͘ ů͘ ĞĐĂƵƐĞŽĨ ƚŚĞŶĂƚƵƌĞŽĨŽůĚĞƌĂůůƵǀŝƵŵ ƐŽŝůƐĂŶĚĂůƐŽ ƚŚĞŐƌĂǀĞůůǇůĂǇĞƌƐ ƚŚĂƚ ǁĞƌĞ ĞŶĐŽƵŶƚĞƌĞĚ ĚƵƌŝŶŐ ƐƵďƐƵƌĨĂĐĞ ĞǆƉůŽƌĂƚŝŽŶ ǁŝƚŚŝŶ ƚŚĞ ĚŝĨĨĞƌĞŶƚ ƉĂƌƚƐ ƉƌŽũĞĐƚ ƐŝƚĞ͕ ƚŚĞ ŐƌĂĚŝŶŐ ĐŽŶƚƌĂĐƚŽƌ ƐŚŽƵůĚ ďĞ ĂǁĂƌĞ ƚŚĂƚ ŐƌĂǀĞůƐ ŽƌͬĂŶĚ ĐŽďďůĞƐŵĂǇďĞĞŶĐŽƵŶƚĞƌĞĚĚƵƌŝŶŐƐŝƚĞŐƌĂĚŝŶŐ͘ƉƉƌŽƉƌŝĂƚĞŵĞĂƐƵƌĞƐƐŚŽƵůĚ ďĞĐŽŶƐŝĚĞƌĞĚƉƌŝŽƌƚŽŐƌĂĚŝŶŐƚŽƉƌĞƉĂƌĞĨŽƌŵŝƚŝŐĂƚŝŽŶŽĨƚŚŝƐƉƌŽďůĞŵ͘ ŵ͘ /ŵƉŽƌƚƐŽŝůƐƵƐĞĚ;ŝĨĂŶǇͿƚŽƌĂŝƐĞƐŝƚĞŐƌĂĚĞƐŚŽƵůĚďĞĞƋƵĂůƚŽ͕ŽƌďĞƚƚĞƌƚŚĂŶ͕ ŽŶͲƐŝƚĞƐŽŝůƐŝŶƐƚƌĞŶŐƚŚ͕ĞǆƉĂŶƐŝŽŶ͕ĂŶĚĐŽŵƉƌĞƐƐŝďŝůŝƚǇĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ͘/ŵƉŽƌƚ ƐŽŝůĐĂŶďĞĞǀĂůƵĂƚĞĚďƵƚǁŝůůŶŽƚďĞƉƌĞƋƵĂůŝĨŝĞĚďǇƚŚĞ'ĞŽƚĞĐŚŶŝĐĂů ŶŐŝŶĞĞƌ͘
&ŝŶĂů ĐŽŵŵĞŶƚƐ ŽŶ ƚŚĞ ĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ ŽĨ ƚŚĞ ŝŵƉŽƌƚ ǁŝůů ďĞ ŐŝǀĞŶ ĂĨƚĞƌ ƚŚĞ ŵĂƚĞƌŝĂůŝƐĂƚƚŚĞƉƌŽũĞĐƚƐŝƚĞ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϱ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ϯ͘ hƚŝůŝƚǇdƌĞŶĐŚĞƐ
Ă͘ hƚŝůŝƚǇ ƚƌĞŶĐŚ ďĂĐŬĨŝůů ƐŚŽƵůĚ ďĞ ŐŽǀĞƌŶĞĚ ďǇ ƚŚĞ ƉƌŽǀŝƐŝŽŶƐ ŽĨ ƚŚŝƐ ƌĞƉŽƌƚ ƌĞůĂƚŝŶŐ ƚŽ ŵŝŶŝŵƵŵ ĐŽŵƉĂĐƚŝŽŶ ƐƚĂŶĚĂƌĚƐ͘ /Ŷ ŐĞŶĞƌĂů͕ ŽŶͲƐŝƚĞ ƐĞƌǀŝĐĞ ůŝŶĞƐ ŵĂǇ ďĞ ďĂĐŬĨŝůůĞĚ ǁŝƚŚ ƌĞĐŽŵƉĂĐƚĞĚ Ĩŝůů ĐŽŵƉĂĐƚĞĚ ƚŽ ϵϬƉĞƌĐĞŶƚ ŽĨ ƚŚĞ ŵĂǆŝŵƵŵ ĚĞŶƐŝƚǇ͘ ĂĐŬĨŝůů ŽĨ ŽĨĨƐŝƚĞ ƐĞƌǀŝĐĞ ůŝŶĞƐ ǁŝůů ďĞ ƐƵďũĞĐƚ ƚŽ ƚŚĞ ƐƉĞĐŝĨŝĐĂƚŝŽŶƐŽĨƚŚĞũƵƌŝƐĚŝĐƚŝŽŶĂůĂŐĞŶĐǇŽƌƚŚŝƐƌĞƉŽƌƚ͕ǁŚŝĐŚĞǀĞƌĂƌĞŐƌĞĂƚĞƌ͘ ď͘ hƚŝůŝƚǇ ƚƌĞŶĐŚĞƐ ƌƵŶŶŝŶŐ ƉĂƌĂůůĞů ƚŽ ĨŽŽƚŝŶŐƐ ƐŚŽƵůĚ ďĞ ůŽĐĂƚĞĚ Ăƚ ůĞĂƐƚ ϱ ĨĞĞƚ ŽƵƚƐŝĚĞ ƚŚĞ ĨŽŽƚŝŶŐůŝŶĞ͕ĂŶĚĂďŽǀĞĂ ϭͲŚŽƌŝǌŽŶƚĂůǀĞƌƐƵƐ ϭͲǀĞƌƚŝĐĂůƉƌŽũĞĐƚŝŽŶ ĚŽǁŶǁĂƌĚĨƌŽŵƚŚĞŽƵƚƐŝĚĞĞĚŐĞŽĨƚŚĞďŽƚƚŽŵŽĨƚŚĞĨŽŽƚŝŶŐ͘/ĨƚŚĞƵƚŝůŝƚǇůŝŶĞ ŝƐůŽĐĂƚĞĚďĞůŽǁ ƚŚĞϭ͗ϭƉƌŽũĞĐƚŝŽŶ͕ƚŚĞ ƚƌĞŶĐŚǁŝůůŶĞĞĚƚŽďĞďĂĐŬĨŝůůĞĚǁŝƚŚ ƐůƵƌƌǇƚŽĂůĞǀĞůĂďŽǀĞƚŚĞϭ͗ϭƉƌŽũĞĐƚŝŽŶ͘
Đ͘ ŽŵƉĂĐƚĞĚ ĨŝůůƐ ƐŚŽƵůĚ ďĞ ƵƚŝůŝǌĞĚ ĨŽƌ ďĂĐŬĨŝůů͘ ůĞĂŶ ƐĂŶĚ ďĂĐŬĨŝůů ƐŚŽƵůĚ ďĞ ĂǀŽŝĚĞĚ ƵŶĚĞƌ ƐƚƌƵĐƚƵƌĞƐ ďĞĐĂƵƐĞ ŝƚ ƉƌŽǀŝĚĞƐ Ă ĐŽŶĚƵŝƚ ĨŽƌ ǁĂƚĞƌ ƚŽ ŵŝŐƌĂƚĞ ƵŶĚĞƌĨŽƵŶĚĂƚŝŽŶƐ͘
Ě͘ ĂĐŬĨŝůů ŽƉĞƌĂƚŝŽŶƐ ƐŚŽƵůĚ ďĞ ŽďƐĞƌǀĞĚ ĂŶĚ ƚĞƐƚĞĚ ďǇ ƚŚĞ 'ĞŽƚĞĐŚŶŝĐĂů

ŶŐŝŶĞĞƌƚŽŵŽŶŝƚŽƌĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞƐĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͘ Ğ͘ ůƚŚŽƵŐŚ ŶŽƚ ĂŶƚŝĐŝƉĂƚĞĚ͕ ƐŚŽƌŝŶŐĂŶĚͬŽƌ ƐůŽƉŝŶŐ ŽĨ ƐŚĂůůŽǁ ƚƌĞŶĐŚĞƐŵĂǇ ďĞ ƌĞƋƵŝƌĞĚ ďĞĐĂƵƐĞ ŽĨ ƚŚĞ ƉŽƚĞŶƚŝĂů ƉƌĞƐĞŶĐĞ ŽĨ ĐĂǀŝŶŐ ƐĂŶĚǇ ƐŽŝůƐ͘ dƌĞŶĐŚĞƐ ĚĞĞƉĞƌ ƚŚĂŶ ϱ ĨĞĞƚ ƐŚŽƵůĚ ďĞ ƐůŽƉĞĚ Žƌ ƐŚŽƌĞĚ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ K^, ŐƵŝĚĞůŝŶĞƐ͘
Ĩ͘ ZŽĐŬƐŐƌĞĂƚĞƌƚŚĂŶϲŝŶĐŚĞƐŝŶĚŝĂŵĞƚĞƌƐŚŽƵůĚŶŽƚďĞƉůĂĐĞĚŝŶƚƌĞŶĐŚǌŽŶĞƐ ;ĨƌŽŵ ϭϮ ŝŶĐŚĞƐ ďĞůŽǁ ƉĂǀĞŵĞŶƚ ƐƵďŐƌĂĚĞ Žƌ ŐƌŽƵŶĚ ƐƵƌĨĂĐĞ ƚŽ ϭϮ ŝŶĐŚĞƐ ĂďŽǀĞƚŽƉŽĨƉŝƉĞŽƌďŽǆͿ͖ƌŽĐŬƐŐƌĞĂƚĞƌƚŚĂŶϮ͘ϱŝŶĐŚĞƐŝŶĚŝĂŵĞƚĞƌƐŚŽƵůĚŶŽƚ ďĞƉůĂĐĞĚŝŶƉŝƉĞǌŽŶĞƐ ;ĨƌŽŵϭϮŝŶĐŚĞƐĂďŽǀĞƚŽƉŽĨƉŝƉĞŽƌďŽǆƚŽϲŝŶĐŚĞƐ ďĞůŽǁďŽƚƚŽŵŽĨƉŝƉĞŽƌďŽǆĞǆƚĞƌŝŽƌͿ͘
Ő͘ :ĞƚƚŝŶŐƐŚŽƵůĚŶŽƚďĞƵƚŝůŝǌĞĚĨŽƌĐŽŵƉĂĐƚŝŽŶŝŶƵƚŝůŝƚǇƚƌĞŶĐŚĞƐ͘ Ś͘ /ĨĂŶǇƵƚŝůŝƚŝĞƐĂƌĞƚŽďĞůŽĐĂƚĞĚŝŶƉƵďůŝĐƌŝŐŚƚƐͲŽĨͲǁĂǇ͕ĐŽŶƐƚƌƵĐƚŝŽŶǁŝůůŶĞĞĚ ƚŽĐŽŵƉůǇǁŝƚŚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞƉƵďůŝĐĂŐĞŶĐǇ͘
ϰ͘
ǆĐĂǀĂƚŝŽŶƐ
Ă͘
ǆĐĂǀĂƚŝŽŶƐ ǁŝƚŚŝŶ ƚŚĞ ĚĞƉƚŚ ŽĨ ƚŚĞ ƌĞĐŽŵŵĞŶĚĞĚ ƌĞŵĞĚŝĂů ŐƌĂĚŝŶŐ ǁŝůů ƚǇƉŝĐĂůůǇĞŶĐŽƵŶƚĞƌ ƌĞůĂƚŝǀĞůǇ ƐŝůƚͲƐĂŶĚŵŝǆƚƵƌĞ͘dŚŝƐŵĂƚĞƌŝĂů ƐŚŽƵůĚ ďĞĞĂƐŝůǇ ĞǆĐĂǀĂƚĞĚǁŝƚŚĐŽŶǀĞŶƚŝŽŶĂůĞĂƌƚŚŵŽǀŝŶŐĞƋƵŝƉŵĞŶƚ͘
ď͘ dĞŵƉŽƌĂƌǇƵŶƐŚŽƌĞĚ͕ƵŶƐƵƌĐŚĂƌŐĞĚ͕ŽƉĞŶĞǆĐĂǀĂƚŝŽŶƐĂďŽǀĞƚŚĞŐƌŽƵŶĚǁĂƚĞƌ ůĞǀĞů ŵĂǇ ďĞ ĐƵƚ ǀĞƌƚŝĐĂůůǇ ƚŽ Ă ŵĂǆŝŵƵŵ ŚĞŝŐŚƚ ŽĨ ŶŽ ŵŽƌĞ ƚŚĂŶ ϰ ĨĞĞƚ͘ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϲ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/

ǆĐĂǀĂƚŝŽŶƐĞǆƚĞŶĚŝŶŐŚŝŐŚĞƌƚŚĂŶϰǀĞƌƚŝĐĂůĨĞĞƚƐŚŽƵůĚďĞƐůŽƉĞĚďĂĐŬĂďŽǀĞ ƚŚĞ ϰͲĨŽŽƚ ǀĞƌƚŝĐĂů ĐƵƚ ƚŽ Ăƚ ůĞĂƐƚ Ă ϭ͘ϱͲŚŽƌŝǌŽŶƚĂů ǀĞƌƐƵƐ ϭͲǀĞƌƚŝĐĂů ƐůŽƉĞ Žƌ ĨůĂƚƚĞƌ͘ /Ĩ ĞǆĐĂǀĂƚŝŽŶƐ ĚƌǇ ŽƵƚ͕ ƐůŽƵŐŚŝŶŐ ǁŝůů ŽĐĐƵƌ͘ EŽ ĞǆĐĂǀĂƚŝŽŶ ƐŚŽƵůĚ ďĞ ŵĂĚĞǁŝƚŚŝŶĂϭ͗ϭůŝŶĞƉƌŽũĞĐƚĞĚŽƵƚǁĂƌĚĨƌŽŵƚŚĞƚŽĞŽĨĂŶǇĞǆŝƐƚŝŶŐĨŽŽƚŝŶŐ ŽƌƐƚƌƵĐƚƵƌĞ͘
Đ͘ ƵƌŝŶŐ ƚŚĞ ƚŝŵĞĞǆĐĂǀĂƚŝŽŶƐ ĂƌĞ ŽƉĞŶ͕ ŶŽ ŚĞĂǀǇ ŐƌĂĚŝŶŐĞƋƵŝƉŵĞŶƚ Žƌ ŽƚŚĞƌ ƐƵƌĐŚĂƌŐĞůŽĂĚƐ ;ŝ͘Ğ͕͘ĞǆĐĂǀĂƚŝŽŶ ƐƉŽŝůƐͿ ƐŚŽƵůĚďĞĂůůŽǁĞĚǁŝƚŚŝŶĂŚŽƌŝǌŽŶƚĂů ĚŝƐƚĂŶĐĞĨƌŽŵƚŚĞƚŽƉŽĨĂŶǇƐůŽƉĞĞƋƵĂůƚŽƚŚĞĚĞƉƚŚŽĨƚŚĞĞǆĐĂǀĂƚŝŽŶ;ďŽƚŚ ĚŝƐƚĂŶĐĞƐŵĞĂƐƵƌĞĚĨƌŽŵƚŚĞƚŽƉŽĨƚŚĞĞǆĐĂǀĂƚŝŽŶƐůŽƉĞͿ͘ Ě͘ ^ŚŽƌŝŶŐŽĨ ƚƌĞŶĐŚĞƐŵĂǇďĞ ƌĞƋƵŝƌĞĚĚƵĞ ƚŽ ƚŚĞƉŽƚĞŶƚŝĂůƉƌĞƐĞŶĐĞ ŽĨĐĂǀŝŶŐ ƐĂŶĚ͘
Ğ͘ ůů ŽƉĞŶ ĐƵƚƐ ƐŚŽƵůĚ ďĞ ŝŶ ĐŽŵƉůŝĂŶĐĞ ǁŝƚŚ ĂƉƉůŝĐĂďůĞ KĐĐƵƉĂƚŝŽŶĂů ^ĂĨĞƚǇ ,ĞĂůƚŚ ĚŵŝŶŝƐƚƌĂƚŝŽŶ ;K^,Ϳ ƌĞŐƵůĂƚŝŽŶƐ ;ĂůŝĨŽƌŶŝĂ ŽŶƐƚƌƵĐƚŝŽŶ ^ĂĨĞƚǇ KƌĚĞƌƐ͕dŝƚůĞ ϴͿĂŶĚ ƐŚŽƵůĚďĞŵŽŶŝƚŽƌĞĚ ĨŽƌĞǀŝĚĞŶĐĞ ŽĨŝŶĐŝƉŝĞŶƚŝŶƐƚĂďŝůŝƚǇ͘ ^ƚĂŶĚĂƌĚ ĐŽŶƐƚƌƵĐƚŝŽŶ ƚĞĐŚŶŝƋƵĞƐ ƐŚŽƵůĚ ďĞ ƐƵĨĨŝĐŝĞŶƚ ĨŽƌ ƚĞŵƉŽƌĂƌǇ ƐŝƚĞ ĞǆĐĂǀĂƚŝŽŶƐ͘ WƌŽũĞĐƚ ƐĂĨĞƚǇ ŝƐ ƚŚĞ ƌĞƐƉŽŶƐŝďŝůŝƚǇ ŽĨ ƚŚĞ ŽŶƚƌĂĐƚŽƌ ĂŶĚ ƚŚĞ KǁŶĞƌ͘
ĂƌƚŚ^ǇƐƚĞŵƐǁŝůůŶŽƚďĞƌĞƐƉŽŶƐŝďůĞĨŽƌƉƌŽũĞĐƚƐĂĨĞƚǇ͘ Ĩ͘ tŚĞƌĞ ƚŚĞ ƌĞƚĂŝŶŝŶŐ ǁĂůů ŝƐ ƉƌŽƉŽƐĞĚ ƚŽ ďĞ ůŽĐĂƚĞĚ ĂĚũĂĐĞŶƚ ƚŽ ƉƌŽƉĞƌƚǇ ďŽƵŶĚĂƌŝĞƐ͕ŝƚŵĂǇ ďĞ ŶĞĐĞƐƐĂƌǇ ƚŽ ĐŽŵƉůĞƚĞ ƚŚĞ ƌĞŵĞĚŝĂůŐƌĂĚŝŶŐ ŝŶƐŝĚĞ ƚŚĞ ƐƵďũĞĐƚ ƉƌŽƉĞƌƚǇ ďǇ ŵĞĂŶƐ ŽĨ Ă ƐĞƌŝĞƐ ŽĨ ƐůŽƚ ĐƵƚƐ͘ ^ůŽƚ ĐƵƚƐ ƐŚŽƵůĚ ďĞ ĐŽŵƉůĞƚĞĚ ŝŶ ĂŶ ͞ͲͲ͟ ƐĞƋƵĞŶĐĞ͘ dŚĞ ǁŝĚƚŚ ŽĨ ĂŶǇ ƐůŽƚ ĐƵƚ ƐŚŽƵůĚ ŶŽƚ ĞǆĐĞĞĚϴ ĨĞĞƚ͘dŚĞĐŽŵƉůĞƚĞĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚďĂĐŬĨŝůůŽĨƚŚĞΖΖƐůŽƚŵƵƐƚďĞ ƉĞƌĨŽƌŵĞĚƉƌŝŽƌƚŽĞǆĐĂǀĂƚŝŽŶŽĨƚŚĞΖΖƐůŽƚ͕ĂŶĚůŝŬĞǁŝƐĞƚŚĞΖΖƐůŽƚ͘ ͘ ^ƚƌƵĐƚƵƌĂůĞƐŝŐŶ
ϭ͘ ŽŶǀĞŶƚŝŽŶĂů^ŚĂůůŽǁ&ŽƵŶĚĂƚŝŽŶƐ
Ă͘ ŽŶǀĞŶƚŝŽŶĂů ĐŽŶƚŝŶƵŽƵƐ ĨŽŽƚŝŶŐƐ ĂŶĚͬŽƌ ŝŶƚĞƌŝŽƌ ƉĂĚ ĨŽŽƚŝŶŐƐ ƐƵƉƉŽƌƚĞĚ ŽŶ ĐŽŵƉĂĐƚĞĚ ĨŝůůŵĂǇ ďĞƵƐĞĚ ƚŽ ƐƵƉƉŽƌƚ ďŽƚŚƉƌŽƉŽƐĞĚ ďƵŝůĚŝŶŐƐ͘/ƚ ƐŚŽƵůĚ ďĞ ŶŽƚĞĚƚŚĂƚŝĨƉĂĚĨŽŽƚŝŶŐƐĂƌĞƚŽďĞƵƐĞĚ͕ƚŚĞǇƐŚŽƵůĚďĞƚŝĞĚƚŽŐĞƚŚĞƌďǇŐƌĂĚĞ ďĞĂŵƐ;ĞĂĐŚǁĂǇͿŽƌďǇƐůĂďƐďĞĐĂƵƐĞŽĨƚŚĞĞǆƉĂŶƐŝǀĞŶĞƐƐŽĨƚŚĞƐŽŝůƐ͘ ď͘ ĂƐĞĚ ŽŶ ƚŚĞ ϮͲƐƚŽƌǇ ĐŽŶƐƚƌƵĐƚŝŽŶ ĂŶĚ ƚŚĞ ƚĞƐƚĞĚ ĞǆƉĂŶƐŝŽŶ ŝŶĚĞǆ ŽĨ ǌĞƌŽ͕ ƉĞƌŝŵĞƚĞƌĂŶĚŝŶƚĞƌŝŽƌ ĨŽŽƚŝŶŐƐƐŚŽƵůĚŚĂǀĞĂŵŝŶŝŵƵŵĞŵďĞĚŵĞŶƚĚĞƉƚŚŽĨ ϭϴŝŶĐŚĞƐ͘
Đ͘ &ŽŽƚŝŶŐƐ ƐŚŽƵůĚ ďĞ ĞŵďĞĚĚĞĚ ŝŶƚŽ ƌĞĐŽŵƉĂĐƚĞĚ Ĩŝůů ĂƐ ƌĞĐŽŵŵĞŶĚĞĚ ĞůƐĞǁŚĞƌĞ ŝŶ ƚŚŝƐ ƌĞƉŽƌƚ͘ &ŽƵŶĚĂƚŝŽŶ ĞǆĐĂǀĂƚŝŽŶƐ ƐŚŽƵůĚ ďĞ ŽďƐĞƌǀĞĚ ďǇ Ă KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϳ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ƌĞƉƌĞƐĞŶƚĂƚŝǀĞŽĨƚŚŝƐ ĨŝƌŵĂĨƚĞƌĞǆĐĂǀĂƚŝŽŶ͕ďƵƚƉƌŝŽƌƚŽƉůĂĐŝŶŐŽĨƌĞŝŶĨŽƌĐŝŶŐ ƐƚĞĞůŽƌĐŽŶĐƌĞƚĞ͕ƚŽǀĞƌŝĨǇďĞĂƌŝŶŐĐŽŶĚŝƚŝŽŶƐ͘
Ě͘ ŽŶƚŝŶƵŽƵƐ ĨŽŽƚŝŶŐƐ ĞŵďĞĚĚĞĚ ϭϴ ŝŶĐŚĞƐ ĚĞĞƉ ŝŶƚŽ ƌĞĐŽŵƉĂĐƚĞĚ ŵĂǇ ďĞ ĚĞƐŝŐŶĞĚďĂƐĞĚŽŶĂŶĂůůŽǁĂďůĞďĞĂƌŝŶŐǀĂůƵĞŽĨϯ͕ϬϬϬƉƐĨ͘dŚŝƐǀĂůƵĞŝŶĐůƵĚĞƐ ĂƐĂĨĞƚǇĨĂĐƚŽƌŽĨϯ͘dŚŝƐĂůůŽǁĂďůĞďĞĂƌŝŶŐǀĂůƵĞŝƐŶĞƚ;ǁĞŝŐŚƚŽĨĨŽŽƚŝŶŐĂŶĚ ƐŽŝůƐƵƌĐŚĂƌŐĞŵĂǇďĞŶĞŐůĞĐƚĞĚͿĂŶĚŝƐĂƉƉůŝĐĂďůĞĨŽƌĚĞĂĚƉůƵƐƌĞĂƐŽŶĂďůĞůŝǀĞ ůŽĂĚƐ͘
Ğ͘ /ƐŽůĂƚĞĚ ƉĂĚ ĨŽŽƚŝŶŐƐ ĞŵďĞĚĚĞĚ ϭϴ ŝŶĐŚĞƐ ĚĞĞƉ ŝŶƚŽ ƌĞĐŽŵƉĂĐƚĞĚ ŵĂǇ ďĞ ĚĞƐŝŐŶĞĚďĂƐĞĚŽŶĂŶĂůůŽǁĂďůĞďĞĂƌŝŶŐǀĂůƵĞŽĨϯ͕ϱϬϬƉƐĨ͘dŚŝƐǀĂůƵĞŝŶĐůƵĚĞƐ ĂƐĂĨĞƚǇĨĂĐƚŽƌŽĨϯ͘dŚŝƐĂůůŽǁĂďůĞďĞĂƌŝŶŐǀĂůƵĞŝƐŶĞƚ;ǁĞŝŐŚƚŽĨĨŽŽƚŝŶŐĂŶĚ ƐŽŝůƐƵƌĐŚĂƌŐĞŵĂǇďĞŶĞŐůĞĐƚĞĚͿĂŶĚŝƐĂƉƉůŝĐĂďůĞĨŽƌĚĞĂĚƉůƵƐƌĞĂƐŽŶĂďůĞůŝǀĞ ůŽĂĚƐ͘
Ĩ͘ ĞĐĂƵƐĞ ƚŚĞ ůĂƚĞƌĂů ĞǆƚĞŶƚ ŽĨ ƌĞŵĞĚŝĂů ŐƌĂĚŝŶŐ ĐĂŶŶŽƚ ďĞ ƉĞƌĨŽƌŵĞĚ ĨŽƌ ƚŚĞ ƌĞƚĂŝŶŝŶŐǁĂůů ĨŽƵŶĚĂƚŝŽŶƐ ĂůŽŶŐ ƉƌŽƉĞƌƚǇďŽƵŶĚĂƌŝĞƐ͕ĂŶĂůůŽǁĂďůĞ ΗŶĞƚΗďĞĂƌŝŶŐ ĐĂƉĂĐŝƚǇ ŽĨ ϭ͕ϱϬϬ ƉƐĨ ĐĂŶ ďĞ ƵƚŝůŝǌĞĚ ĨŽƌ ĚĞĂĚ ĂŶĚ ƐƵƐƚĂŝŶĞĚ ůŝǀĞ ůŽĂĚƐ ŽŶ ƚŚĞƐĞ ĨŽŽƚŝŶŐƐ͘
Ő͘ ŽŶĞͲƚŚŝƌĚŝŶĐƌĞĂƐĞŝŶƚŚĞĂůůŽǁĂďůĞďĞĂƌŝŶŐǀĂůƵĞƐŝƐƉĞƌŵŝƚƚĞĚ ĨŽƌƵƐĞǁŝƚŚ ƚŚĞĂůƚĞƌŶĂƚŝǀĞůŽĂĚĐŽŵďŝŶĂƚŝŽŶƐŐŝǀĞŶŝŶ^ĞĐƚŝŽŶϭϴϬϲ͘ϭŽĨƚŚĞϮϬϮϮ͘dŚĞ ĞĚŐĞ ƉƌĞƐƐƵƌĞ ŽĨ ĂŶǇ ĞĐĐĞŶƚƌŝĐĂůůǇ ůŽĂĚĞĚ ĨŽŽƚŝŶŐ ƐŚŽƵůĚ ŶŽƚ ĞǆĐĞĞĚ ƚŚĞƐĞ ďĞĂƌŝŶŐǀĂůƵĞƐĨŽƌĞŝƚŚĞƌƉĞƌŵĂŶĞŶƚŽƌƚĞŵƉŽƌĂƌǇůŽĂĚƐ͘ Ś͘ >ĂƚĞƌĂůůŽĂĚƐŵĂǇďĞƌĞƐŝƐƚĞĚďǇƐŽŝůĨƌŝĐƚŝŽŶŽŶĨůŽŽƌƐůĂďƐĂŶĚĨŽƵŶĚĂƚŝŽŶƐĂŶĚ ďǇ ƉĂƐƐŝǀĞ ƌĞƐŝƐƚĂŶĐĞ ŽĨ ƚŚĞ ƐŽŝůƐ ĂĐƚŝŶŐ ŽŶ ĨŽƵŶĚĂƚŝŽŶ ƐƚĞŵ ǁĂůůƐ͘ >ĂƚĞƌĂů ĐĂƉĂĐŝƚǇĂƐƐƵŵĞƐƚŚĂƚĂŶǇƌĞƋƵŝƌĞĚďĂĐŬĨŝůůĂĚũĂĐĞŶƚƚŽĨŽƵŶĚĂƚŝŽŶƐĂŶĚŐƌĂĚĞ ďĞĂŵƐŝƐƉƌŽƉĞƌůǇĐŽŵƉĂĐƚĞĚ͘
ŝ͘ dŚĞ ŝŶĨŽƌŵĂƚŝŽŶ ƚŚĂƚ ĨŽůůŽǁƐ ƌĞŐĂƌĚŝŶŐ ƌĞŝŶĨŽƌĐĞŵĞŶƚĂŶĚ ƉƌĞͲŵŽŝƐƚĞŶŝŶŐ ĨŽƌ ĨŽŽƚŝŶŐƐŝƐƚŚĞƐĂŵĞĂƐƚŚĂƚŐŝǀĞŶŝŶdĂďůĞϭϴϬϵ͘ϳĨŽƌƚŚĞΗsĞƌǇ>ŽǁΗĞǆƉĂŶƐŝŽŶ ƌĂŶŐĞ͘ ĐƚƵĂů ĨŽŽƚŝŶŐ ĚĞƐŝŐŶƐ ƐŚŽƵůĚ ďĞ ƉƌŽǀŝĚĞĚ ďǇ ƚŚĞ ƉƌŽũĞĐƚ ^ƚƌƵĐƚƵƌĂů

ŶŐŝŶĞĞƌ͕ďƵƚƚŚĞĚŝŵĞŶƐŝŽŶƐĂŶĚƌĞŝŶĨŽƌĐĞŵĞŶƚƐŚŽƵůĚŶŽƚďĞůĞƐƐƚŚĂŶƚŚŽƐĞ ƌĞĐŽŵŵĞŶĚĞĚ ŝŶ ƚŚŝƐ ƌĞƉŽƌƚ͕ Žƌ ƚŚĞ ĐƌŝƚĞƌŝĂ ƐĞƚ ĨŽƌƚŚ ŝŶ dĂďůĞ ϭϴϬϵ͘ϳ ĨŽƌ ƚŚĞ ĂƉƉƌŽƉƌŝĂƚĞĞǆƉĂŶƐŝŽŶƌĂŶŐĞ͘
ũ͘ ŽŶƚŝŶƵŽƵƐĨŽŽƚŝŶŐƐďŽƚƚŽŵĞĚŝŶƐŽŝůŝŶƚŚĞΗsĞƌǇ>ŽǁΗĞǆƉĂŶƐŝŽŶƌĂŶŐĞƐŚŽƵůĚ ďĞ ƌĞŝŶĨŽƌĐĞĚ͕ĂƚĂŵŝŶŝŵƵŵ͕ǁŝƚŚ ƚǁŽEŽ͘ ϰďĂƌƐĂůŽŶŐ ƚŚĞďŽƚƚŽŵĂŶĚ ƚǁŽ EŽ͘ϰďĂƌƐĂůŽŶŐƚŚĞƚŽƉ͘/ĨŽƚŚĞƌƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚŝƐƌĞƉŽƌƚĞǆĐĞĞĚƚŚŽƐĞŽĨ dĂďůĞ ϭϴϬϵ͘ϳ ĨŽƌ ƚŚĞ ΗsĞƌǇ >ŽǁΗ ĞǆƉĂŶƐŝŽŶ ƌĂŶŐĞ͕ ƚŚĞ ƌĞƉŽƌƚ͛Ɛ ƌĞƋƵŝƌĞŵĞŶƚƐ ǁŝůů ŐŽǀĞƌŶ͘ ,ŽǁĞǀĞƌ͕ ǁŚĞŶ ƚŚĞ ƌĞƋƵŝƌĞŵĞŶƚƐ ŽĨ ƚŚĞ ^ƚƌƵĐƚƵƌĂů ŶŐŝŶĞĞƌ
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϴ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ĞǆĐĞĞĚƚŚŽƐĞŽĨƚŚŝƐƌĞƉŽƌƚ͕ƚŚĞƉƌŽũĞĐƚ^ƚƌƵĐƚƵƌĂů
ŶŐŝŶĞĞƌ͛ƐƌĞƋƵŝƌĞŵĞŶƚƐǁŝůů
ŐŽǀĞƌŶ͘
Ŭ͘ ^ŽŝůƐ ƐŚŽƵůĚ ďĞ ůŝŐŚƚůǇ ŵŽŝƐƚĞŶĞĚ ƉƌŝŽƌ ƚŽ ƉůĂĐŝŶŐ ĐŽŶĐƌĞƚĞ͘ dĞƐƚŝŶŐ ŽĨ ƉƌĞŵŽŝƐƚĞŶŝŶŐŝƐŶŽƚƌĞƋƵŝƌĞĚ͘
Ϯ͘ ^ůĂďƐͲŽŶͲ'ƌĂĚĞ&ůŽŽƌƐ
Ă͘ ŽŶĐƌĞƚĞ ƐůĂďƐͲŽŶͲŐƌĂĚĞ ƐŚŽƵůĚ ďĞ ƐƵƉƉŽƌƚĞĚ ďǇ Ĩŝƌŵ ƌĞĐŽŵƉĂĐƚĞĚ Ĩŝůů ĂƐ ƌĞĐŽŵŵĞŶĚĞĚĞůƐĞǁŚĞƌĞŝŶƚŚŝƐƌĞƉŽƌƚ͘
ď͘ dŚĞŝŶĨŽƌŵĂƚŝŽŶƚŚĂƚĨŽůůŽǁƐƌĞŐĂƌĚŝŶŐĚĞƐŝŐŶĐƌŝƚĞƌŝĂĨŽƌƐůĂďƐŝƐŐĞŶĞƌĂůůǇƚŚĞ ƐĂŵĞĂƐƚŚĂƚŐŝǀĞŶŝŶdĂďůĞϭϴϬϵ͘ϳĨŽƌƚŚĞΗsĞƌǇ>ŽǁΗĞǆƉĂŶƐŝŽŶƌĂŶŐĞ͘ĐƚƵĂů ƐůĂď ĚĞƐŝŐŶƐ ƐŚŽƵůĚ ďĞ ƉƌŽǀŝĚĞĚ ďǇ ƚŚĞ ƉƌŽũĞĐƚ ^ƚƌƵĐƚƵƌĂů ŶŐŝŶĞĞƌ͕ ďƵƚ ƚŚĞ
ƌĞŝŶĨŽƌĐĞŵĞŶƚĂŶĚƐůĂďƚŚŝĐŬŶĞƐƐĞƐƌĞĐŽŵŵĞŶĚĞĚƐŚŽƵůĚŶŽƚďĞůĞƐƐƚŚĂŶƚŚĞ ĐƌŝƚĞƌŝĂ ƐĞƚ ĨŽƌƚŚ ŝŶ dĂďůĞ ϭϴϬϵ͘ϳ ĨŽƌ ƚŚĞ ĂƉƉƌŽƉƌŝĂƚĞ ĞǆƉĂŶƐŝŽŶ ƌĂŶŐĞ͕ Žƌ ĂƐ ƌĞĐŽŵŵĞŶĚĞĚďĞůŽǁ͕ǁŚŝĐŚĞǀĞƌŝƐŵŽƌĞƐƚƌŝŶŐĞŶƚ͘
Đ͘ ^ůĂďƐďĞĂƌŝŶŐŽŶƐŽŝůƐŝŶ ƚŚĞΗsĞƌǇ>ŽǁΗĞǆƉĂŶƐŝŽŶ ƌĂŶŐĞƐŚŽƵůĚďĞƵŶĚĞƌůĂŝĚ ǁŝƚŚĂŵŝŶŝŵƵŵŽĨϰŝŶĐŚĞƐŽĨĐůĞĂŶƐĂŶĚ͘ƌĞĂƐǁŚĞƌĞĨůŽŽƌǁĞƚŶĞƐƐǁŽƵůĚďĞ ƵŶĚĞƐŝƌĂďůĞ ƐŚŽƵůĚ ďĞ ƵŶĚĞƌůĂŝĚ ǁŝƚŚ Ă ǀĂƉŽƌ ƌĞƚĂƌĚĞƌ ;ĂƐ ƐƉĞĐŝĨŝĞĚ ďǇ ƚŚĞ WƌŽũĞĐƚ ƌĐŚŝƚĞĐƚ Žƌ ŝǀŝů
ŶŐŝŶĞĞƌͿ ƚŽ ƌĞĚƵĐĞŵŽŝƐƚƵƌĞ ƚƌĂŶƐŵŝƐƐŝŽŶ ĨƌŽŵ ƚŚĞ ƐƵďŐƌĂĚĞ ƐŽŝůƐ ƚŽ ƚŚĞ ƐůĂď͘ dŚĞ ƌĞƚĂƌĚĞƌ ƐŚŽƵůĚ ďĞ ƉůĂĐĞĚ ĂƐ ƐƉĞĐŝĨŝĞĚ ďǇ ƚŚĞ ƉƌŽũĞĐƚ^ƚƌƵĐƚƵƌĂů
ŶŐŝŶĞĞƌŽƌƌĐŚŝƚĞĐƚ͘
Ě͘ ^ůĂďƐďĞĂƌŝŶŐŽŶƐŽŝůƐŝŶƚŚĞΗsĞƌǇ>ŽǁΗĞǆƉĂŶƐŝŽŶƌĂŶŐĞƐŚŽƵůĚĂƚĂŵŝŶŝŵƵŵ ďĞƌĞŝŶĨŽƌĐĞĚĂƚŵŝĚͲƐůĂďǁŝƚŚEŽ͘ϰďĂƌƐŽŶϯϲͲŝŶĐŚĐĞŶƚĞƌƐ͕ĞĂĐŚǁĂǇ͘ Ğ͘ ^ŽŝůƐ ƐŚŽƵůĚ ďĞ ůŝŐŚƚůǇ ŵŽŝƐƚĞŶĞĚ ƉƌŝŽƌ ƚŽ ƉůĂĐŝŶŐ ĐŽŶĐƌĞƚĞ͘ dĞƐƚŝŶŐ ŽĨ ƉƌĞŵŽŝƐƚĞŶŝŶŐŝƐŶŽƚƌĞƋƵŝƌĞĚ͘
Ĩ͘ /ƚ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƉĞƌŝŵĞƚĞƌ ƐůĂďƐ ;ǁĂůŬǁĂǇƐ͕ ƉĂƚŝŽƐ͕ ĞƚĐ͘Ϳ ďĞ ĚĞƐŝŐŶĞĚ ƌĞůĂƚŝǀĞůǇ ŝŶĚĞƉĞŶĚĞŶƚ ŽĨ ĨŽŽƚŝŶŐ ƐƚĞŵƐ ;ŝ͘Ğ͕͘ ĨƌĞĞ ĨůŽĂƚŝŶŐͿ ƐŽ ĨŽƵŶĚĂƚŝŽŶ ĂĚũƵƐƚŵĞŶƚǁŝůůďĞůĞƐƐůŝŬĞůǇƚŽĐĂƵƐĞĐƌĂĐŬŝŶŐ͘
ϯ͘ &ƌŝĐƚŝŽŶĂůĂŶĚ>ĂƚĞƌĂůŽĞĨĨŝĐŝĞŶƚƐ
Ă͘ ZĞƐŝƐƚĂŶĐĞƚŽůĂƚĞƌĂůůŽĂĚŝŶŐŵĂǇďĞƉƌŽǀŝĚĞĚďǇƐŽŝůĨƌŝĐƚŝŽŶĂĐƚŝŶŐŽŶƚŚĞďĂƐĞ ŽĨ ĨŽƵŶĚĂƚŝŽŶƐ ŝŶ ĐŽŵƉĂĐƚĞĚ ĞŶŐŝŶĞĞƌĞĚ Ĩŝůů͘ ĐŽĞĨĨŝĐŝĞŶƚ ŽĨ ĨƌŝĐƚŝŽŶ ŽĨ Ϭ͘ϱϴ ŵĂǇďĞĂƉƉůŝĞĚƚŽĚĞĂĚůŽĂĚĨŽƌĐĞƐ͘dŚŝƐǀĂůƵĞĚŽĞƐŶŽƚŝŶĐůƵĚĞĂƐĂĨĞƚǇĨĂĐƚŽƌ͘ ď͘ &Žƌ ĨŽƵŶĚĂƚŝŽŶƐĂŐĂŝŶƐƚĐŽŵƉĂĐƚĞĚĞŶŐŝŶĞĞƌĞĚ Ĩŝůů͕ĂƉĂƐƐŝǀĞ ƌĞƐŝƐƚĂŶĐĞĞƋƵĂů ƚŽϯϴϬƉĐĨŽĨĞƋƵŝǀĂůĞŶƚ ĨůƵŝĚǁĞŝŐŚƚŵĂǇďĞŝŶĐůƵĚĞĚ ĨŽƌ ƌĞƐŝƐƚĂŶĐĞ ƚŽůĂƚĞƌĂů ůŽĂĚ͘dŚŝƐǀĂůƵĞĚŽĞƐŶŽƚŝŶĐůƵĚĞĂƐĂĨĞƚǇĨĂĐƚŽƌ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϵ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
Đ͘ &Žƌ ƚŚĞ ƌĞƚĂŝŶŝŶŐ ǁĂůů ĨŽƵŶĚĂƚŝŽŶƐ ĂĚũĂĐĞŶƚ ƚŽ ƚŚĞ ƉƌŽƉĞƌƚǇ ďŽƵŶĚĂƌŝĞƐ͕ ƚŚĞ ƋƵĂůŝƚǇ ĂŶĚ ĐŽŶƐŝƐƚĞŶĐǇ ŽĨ ƚŚĞ ƐŽŝů ŽŶ ƚŚĞ ĂĚũĂĐĞŶƚ ƉƌŽƉĞƌƚǇ ŝƐ ƵŶŬŶŽǁŶ͘ dŚĞƌĞĨŽƌĞ͕ ǁĞ ƌĞĐŽŵŵĞŶĚ Ă ƉƌĞƐƵŵƉƚŝǀĞ ůĂƚĞƌĂů ƐŽŝů ƉƌĞƐƐƵƌĞ ŽĨ ϭϬϬ ƉĐĨ ŽĨ ĞƋƵŝǀĂůĞŶƚ ĨůƵŝĚ ǁĞŝŐŚƚ ƐŚŽƵůĚ ďĞ ĂƉƉůŝĞĚ ƚŽ ĚĞƚĞƌŵŝŶĞ ƌĞƐŝƐƚĂŶĐĞ ƚŽ ůĂƚĞƌĂů ůŽĂĚƐĂƉƉůŝĞĚŝŶƚŚĂƚĚŝƌĞĐƚŝŽŶ͘
Ě͘ ŵŝŶŝŵƵŵ ƐĂĨĞƚǇ ĨĂĐƚŽƌ ŽĨ ϭ͘ϱ ƐŚŽƵůĚ ďĞƵƐĞĚǁŚĞŶ ĚĞƐŝŐŶŝŶŐ ĨŽƌ ƐůŝĚŝŶŐ Žƌ ŽǀĞƌƚƵƌŶŝŶŐ͘
Ğ͘ &Žƌ ďƵŝůĚŝŶŐƐ͕ ƉĂƐƐŝǀĞ ƌĞƐŝƐƚĂŶĐĞ ŵĂǇ ďĞ ĐŽŵďŝŶĞĚ ǁŝƚŚ ĨƌŝĐƚŝŽŶĂů ƌĞƐŝƐƚĂŶĐĞ ƉƌŽǀŝĚĞĚ ƚŚĂƚ Ă ŽŶĞͲƚŚŝƌĚ ƌĞĚƵĐƚŝŽŶ ŝŶ ƚŚĞ ĐŽĞĨĨŝĐŝĞŶƚ ŽĨ ĨƌŝĐƚŝŽŶ ŝƐ ƵƐĞĚ͘ &Žƌ ƌĞƚĂŝŶŝŶŐǁĂůůƐ͕ƉĂƐƐŝǀĞ ƌĞƐŝƐƚĂŶĐĞŵĂǇďĞĐŽŵďŝŶĞĚǁŝƚŚ ĨƌŝĐƚŝŽŶĂů ƌĞƐŝƐƚĂŶĐĞ ǁŝƚŚŽƵƚĂŶǇƌĞĚƵĐƚŝŽŶ͘
ϰ͘ ZĞƚĂŝŶŝŶŐtĂůů
Ă͘ KŶͲƐŝƚĞƐŽŝůƐĐĂŶďĞƵƐĞĚĨŽƌǁĂůůďĂĐŬĨŝůůŽŶĐĞƚŚĞǇĂƌĞƌĞƚĞƐƚĞĚĨŽƌĞǆƉĂŶƐŝŽŶ ŝŶĚĞǆĂŶĚĐůĞĂŶĞĚŽĨĂůůŽƌŐĂŶŝĐŵĂƚĞƌŝĂů͕ƌŽĐŬƐ͕ĚĞďƌŝƐ͕ĂŶĚŝƌƌĞĚƵĐŝďůĞŵĂƚĞƌŝĂů ůĂƌŐĞƌƚŚĂŶϲŝŶĐŚĞƐ͘
ď͘ ŽŶǀĞŶƚŝŽŶĂůĐĂŶƚŝůĞǀĞƌƌĞƚĂŝŶŝŶŐǁĂůůƐďĂĐŬĨŝůůĞĚǁŝƚŚĐŽŵƉĂĐƚĞĚŽŶͲƐŝƚĞƐŽŝůƐ ŵĂǇďĞĚĞƐŝŐŶĞĚĨŽƌĂĐƚŝǀĞƉƌĞƐƐƵƌĞƐĚĞǀĞůŽƉĞĚĨƌŽŵϰϯƉĐĨŽĨĞƋƵŝǀĂůĞŶƚĨůƵŝĚ ǁĞŝŐŚƚ ĨŽƌǁĞůůͲĚƌĂŝŶĞĚ͕ůĞǀĞůďĂĐŬĨŝůů͘ĐƚŝǀĞƉƌĞƐƐƵƌĞƐĚĞǀĞůŽƉĞĚĨƌŽŵϲϵƉĐĨ ŽĨ ĞƋƵŝǀĂůĞŶƚ ĨůƵŝĚ ǁĞŝŐŚƚ ŵĂǇ ďĞ ƵƐĞĚ ĨŽƌ ǁĞůůͲĚƌĂŝŶĞĚ ďĂĐŬĨŝůů ƐůŽƉŝŶŐ Ăƚ Ϯ,͗ϭs;ŚŽƌŝǌŽŶƚĂůƚŽǀĞƌƚŝĐĂůͿ͘
Đ͘ ZĞƐƚƌĂŝŶĞĚ ƌĞƚĂŝŶŝŶŐ ǁĂůůƐ ďĂĐŬĨŝůůĞĚ ǁŝƚŚ ĐŽŵƉĂĐƚĞĚ ŽŶͲƐŝƚĞ ƐŽŝůƐ ŵĂǇ ďĞ ĚĞƐŝŐŶĞĚĨŽƌĂĐƚŝǀĞƉƌĞƐƐƵƌĞƐĚĞǀĞůŽƉĞĚĨƌŽŵϲϰƉĐĨŽĨĞƋƵŝǀĂůĞŶƚĨůƵŝĚǁĞŝŐŚƚ ĨŽƌǁĞůůͲĚƌĂŝŶĞĚ͕ůĞǀĞůďĂĐŬĨŝůů͘
Ě͘ dŚĞĞƋƵŝǀĂůĞŶƚ ĨůƵŝĚǁĞŝŐŚƚƐůŝƐƚĞĚĂďŽǀĞǁĞƌĞďĂƐĞĚŽŶ ƚŚĞĂƐƐƵŵƉƚŝŽŶ ƚŚĂƚ ďĂĐŬĨŝůů ƐŽŝůƐǁŝůůďĞĐŽŵƉĂĐƚĞĚ ƚŽ ϵϬƉĞƌĐĞŶƚŽĨ ƚŚĞŵĂǆŝŵƵŵĚƌǇĚĞŶƐŝƚǇĂƐ ĚĞƚĞƌŵŝŶĞĚďǇƚŚĞ^dDϭϱϱϳdĞƐƚDĞƚŚŽĚ͘
Ğ͘ dŚĞ ĨŽƵŶĚĂƚŝŽŶƐ ŽĨ ƚŚĞ ƌĞƚĂŝŶŝŶŐ ǁĂůůƐ ƐŚŽƵůĚ ďĞ ĚĞƐŝŐŶĞĚ ĂƐ ƌĞĐŽŵŵĞŶĚĞĚ ĞůƐĞǁŚĞƌĞŝŶƚŚŝƐƌĞƉŽƌƚ͘
Ĩ͘ ZĞƚĂŝŶŝŶŐǁĂůůƐƚŚĂƚƌĞƚĂŝŶŵŽƌĞƚŚĂŶϲĨĞĞƚŽĨƐŽŝůǁŝůůŶĞĞĚƚŽďĞĚĞƐŝŐŶĞĚĨŽƌ Ă ƐĞŝƐŵŝĐ ůŽĂĚŝŶŐ ĨŽƌĐĞ ƚŚĂƚ ŝƐ ĂƉƉůŝĞĚ ŝŶ ĂĚĚŝƚŝŽŶ ƚŽ ƚŚĞ ƐƚĂƚŝĐ ĨŽƌĐĞƐ ǁŚĞŶ ƐĞŝƐŵŝĐ ƐŚĂŬŝŶŐ ŽĐĐƵƌƐ͘ ^ĞŝƐŵŝĐ ŝŶĐƌĞŵĞŶƚƐ ŽĨ ĞĂƌƚŚ ƉƌĞƐƐƵƌĞ ĐĂŶ ďĞ ĚĞƚĞƌŵŝŶĞĚƵƐŝŶŐ ϭϭĂŶĚϮϱƉĐĨŽĨĂĚĚŝƚŝŽŶĂůĞƋƵŝǀĂůĞŶƚ ĨůƵŝĚǁĞŝŐŚƚŶĞĞĚ ƚŽ ďĞĐŽŶƐŝĚĞƌĞĚĨŽƌĐĂŶƚŝůĞǀĞƌĂŶĚƌĞƐƚƌĂŝŶĞĚƌĞƚĂŝŶŝŶŐǁĂůůƐ͕ƌĞƐƉĞĐƚŝǀĞůǇ͘dŚĞƐĞ ĞƋƵŝǀĂůĞŶƚ ĨůƵŝĚ ǁĞŝŐŚƚƐ ŚĂǀĞ ďĞĞŶ ĚĞƚĞƌŵŝŶĞĚ ďǇ Ă ƉƌŽĐĞĚƵƌĞ ƉƌĞƐĞŶƚĞĚ ďǇ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϮϬ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ůƚŝŬĂŶĚ^ŝƚĂƌ;ϮϬϭϬͿ͘dŚĞƐĞŝƐŵŝĐŝŶĐƌĞŵĞŶƚŽĨƉƌĞƐƐƵƌĞĐĂŶďĞĂƐƐƵŵĞĚƚŽ ďĞĚŝƐƚƌŝďƵƚĞĚƐŽƚŚĂƚƚŚĞĐĞŶƚƌŽŝĚŽĨƉƌĞƐƐƵƌĞĂĐƚƐĂƚϬ͘ϯϯ,ĂďŽǀĞƚŚĞďĂƐĞŽĨ ĂƌĞƚĂŝŶŝŶŐǁĂůů͕ǁŚĞƌĞ,ŝƐƚŚĞǁĂůůŚĞŝŐŚƚŝŶĨĞĞƚ͘ĞĐĂƵƐĞƚŚŝƐƐĞŝƐŵŝĐĨŽƌĐĞŝƐ ƚƌĂŶƐŝĞŶƚ͕ ĂŶĚ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ ^ĞĐƚŝŽŶ ϭϴϬϳ͘Ϯ͘ϯ͕ Ă ŵŝŶŝŵƵŵ ƐĂĨĞƚǇ ĨĂĐƚŽƌŽĨ ϭ͘ϭŵĂǇďĞƵƐĞĚ ĨŽƌ ƐůŝĚŝŶŐĂŶĚŽǀĞƌƚƵƌŶŝŶŐǁŚĞŶ ƐĞŝƐŵŝĐůŽĂĚƐĂƌĞ ŝŶĐůƵĚĞĚ͘
Ő͘ dŚĞ ůĂƚĞƌĂů ĞĂƌƚŚ ƉƌĞƐƐƵƌĞ ƚŽ ďĞ ƌĞƐŝƐƚĞĚ ďǇ ƚŚĞ ƌĞƚĂŝŶŝŶŐ ǁĂůůƐ Žƌ ƐŝŵŝůĂƌ ƐƚƌƵĐƚƵƌĞƐ ƐŚŽƵůĚ ĂůƐŽ ďĞ ŝŶĐƌĞĂƐĞĚ ƚŽ ĂůůŽǁ ĨŽƌ ŽƚŚĞƌ ĂƉƉůŝĐĂďůĞ ƐƵƌĐŚĂƌŐĞ ůŽĂĚƐ͘dŚĞƐƵƌĐŚĂƌŐĞƐĐŽŶƐŝĚĞƌĞĚƐŚŽƵůĚŝŶĐůƵĚĞĨŽƌĐĞƐŐĞŶĞƌĂƚĞĚďǇƐƚƌƵĐƚƵƌĞƐ ŽƌƚĞŵƉŽƌĂƌǇůŽĂĚƐƚŚĂƚǁŽƵůĚŝŶĨůƵĞŶĐĞƚŚĞǁĂůůĚĞƐŝŐŶ͘ Ś͘ ƐǇƐƚĞŵŽĨďĂĐŬĨŝůůĚƌĂŝŶĂŐĞƐŚŽƵůĚďĞŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŽƌĞƚĂŝŶŝŶŐǁĂůůĚĞƐŝŐŶƐ͘ ĂĐŬĨŝůů ĐŽŵƉƌŝƐŝŶŐ ƚŚĞ ĚƌĂŝŶĂŐĞ ƐǇƐƚĞŵ ŝŵŵĞĚŝĂƚĞůǇ ďĞŚŝŶĚ ƌĞƚĂŝŶŝŶŐ ƐƚƌƵĐƚƵƌĞƐ ƐŚŽƵůĚ ďĞ ĨƌĞĞͲĚƌĂŝŶŝŶŐ ŐƌĂŶƵůĂƌ ŵĂƚĞƌŝĂů ǁŝƚŚ Ă ĨŝůƚĞƌ ĨĂďƌŝĐ ďĞƚǁĞĞŶŝƚĂŶĚƚŚĞƌĞƐƚŽĨƚŚĞďĂĐŬĨŝůůƐŽŝůƐ͘ƐĂŶĂůƚĞƌŶĂƚŝǀĞ͕ƚŚĞďĂĐŬƐŽĨǁĂůůƐ ĐŽƵůĚďĞůŝŶĞĚǁŝƚŚŐĞŽĚƌĂŝŶƐǇƐƚĞŵƐ͘dŚĞďĂĐŬĚƌĂŝŶƐƐŚŽƵůĚĞǆƚĞŶĚ ĨƌŽŵ ƚŚĞ ďŽƚƚŽŵƐ ŽĨ ƚŚĞ ǁĂůůƐ ƚŽ ĂďŽƵƚ ϭϴ ŝŶĐŚĞƐ ĨƌŽŵ ƚŚĞ ĨŝŶŝƐŚĞĚ ďĂĐŬĨŝůů ŐƌĂĚĞ͘ tĂƚĞƌƉƌŽŽĨŝŶŐŵĂǇĂŝĚŝŶƌĞĚƵĐŝŶŐƚŚĞƉŽƚĞŶƚŝĂůĨŽƌĞĨĨůŽƌĞƐĐĞŶĐĞŽŶƚŚĞĨĂĐĞƐ ŽĨƌĞƚĂŝŶŝŶŐǁĂůůƐ͘
ŝ͘ ŽŵƉĂĐƚŝŽŶ ŽŶ ƚŚĞ ƵƉŚŝůů ƐŝĚĞƐ ŽĨǁĂůůƐǁŝƚŚŝŶĂ ŚŽƌŝǌŽŶƚĂů ĚŝƐƚĂŶĐĞ ĞƋƵĂů ƚŽ ŽŶĞ ǁĂůů ŚĞŝŐŚƚ ƐŚŽƵůĚ ďĞ ƉĞƌĨŽƌŵĞĚ ďǇ ŚĂŶĚͲŽƉĞƌĂƚĞĚ Žƌ ŽƚŚĞƌ ůŝŐŚƚǁĞŝŐŚƚ ĐŽŵƉĂĐƚŝŽŶĞƋƵŝƉŵĞŶƚ͘dŚŝƐŝƐŝŶƚĞŶĚĞĚƚŽƌĞĚƵĐĞƉŽƚĞŶƚŝĂůΗůŽĐŬĞĚͲŝŶΗůĂƚĞƌĂů ƉƌĞƐƐƵƌĞƐĐĂƵƐĞĚďǇĐŽŵƉĂĐƚŝŽŶǁŝƚŚŚĞĂǀǇŐƌĂĚŝŶŐĞƋƵŝƉŵĞŶƚ͘ ũ͘ tĂƚĞƌ ƐŚŽƵůĚ ŶŽƚ ďĞ ĂůůŽǁĞĚ ƚŽ ƉŽŶĚ ŶĞĂƌ ƚŚĞ ƚŽƉƐ ŽĨ ƌĞƚĂŝŶŝŶŐ ǁĂůůƐ͘ dŽ ĂĐĐŽŵƉůŝƐŚ ƚŚŝƐ͕ ĨŝŶĂů ďĂĐŬĨŝůů ƐŝƚĞ ŐƌĂĚĞƐ ƐŚŽƵůĚ ďĞ ƐƵĐŚ ƚŚĂƚ Ăůů ǁĂƚĞƌ ŝƐ ĚŝǀĞƌƚĞĚĂǁĂǇĨƌŽŵƌĞƚĂŝŶŝŶŐǁĂůůƐ͘
ϱ͘ ^ĞƚƚůĞŵĞŶƚŽŶƐŝĚĞƌĂƚŝŽŶƐ
Ă͘ &Žƌ ĨŽƵŶĚĂƚŝŽŶƐĂŶĚ ĨůŽŽƌƐůĂďƐƐƵƉƉŽƌƚĞĚďǇƚŚĞƌĞĐŽŵŵĞŶĚĞĚƌĞĐŽŵƉĂĐƚĞĚ ĞŶŐŝŶĞĞƌĞĚĨŝůů͕ĂŵĂǆŝŵƵŵƐƚĂƚŝĐƐĞƚƚůĞŵĞŶƚŽĨůĞƐƐƚŚĂŶϭŝŶĐŚŝƐĂŶƚŝĐŝƉĂƚĞĚ͘ EŽĂĚĚŝƚŝŽŶĂůƐĞƚƚůĞŵĞŶƚĨƌŽŵƐĞŝƐŵŝĐĂĐƚŝǀŝƚǇŝƐĞǆƉĞĐƚĞĚ͘ ď͘ ŝĨĨĞƌĞŶƚŝĂůƐĞƚƚůĞŵĞŶƚŽǀĞƌĂĚŝƐƚĂŶĐĞŽĨϯϬĨĞĞƚƐŚŽƵůĚďĞĂďŽƵƚŽŶĞͲŚĂůĨƚŚĞ ŵĂǆŝŵƵŵƚŽƚĂůƐĞƚƚůĞŵĞŶƚ͘
Đ͘ dŚĞ WƌŽũĞĐƚ ^ƚƌƵĐƚƵƌĂů
ŶŐŝŶĞĞƌ ǁŝůů ŶĞĞĚ ƚŽ ĚĞƐŝŐŶ ƚŚĞ ĨŽƵŶĚĂƚŝŽŶ ƐǇƐƚĞŵ ƚŽ ĂĐĐŽŵŵŽĚĂƚĞ ƚŚĞ ĂŶƚŝĐŝƉĂƚĞĚ ƐĞƚƚůĞŵĞŶƚ ǀĂůƵĞƐ͕ ƚŚĞ ŵĂũŽƌŝƚǇ ŽĨ ǁŚŝĐŚ ŝƐ ƌĞůĂƚĞĚƚŽƐƚĂƚŝĐƐĞƚƚůĞŵĞŶƚ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ Ϯϭ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
Ě͘ /Ĩ ƚŚĞ ĨŽƵŶĚĂƚŝŽŶ ŽĨ ƚŚĞ ƉƌŽƉŽƐĞĚ ŵŝǆĞĚͲƵƐĞ ďƵŝůĚŝŶŐ ŝƐ ĚĞƐŝŐŶĞĚ ƚŽ ďĞ ĐŽŶŶĞĐƚĞĚ ƚŚĞ ĨŽƵŶĚĂƚŝŽŶ ƐǇƐƚĞŵ ŽĨ ƚŚĞ ƉƌŽƉŽƐĞĚ ƌĞƐŝĚĞŶƚŝĂů ďƵŝůĚŝŶŐ͕ ƚŚĞ ĐŽŶŶĞĐƚŝŽŶ ƐŚŽƵůĚ ďĞ ƐƚƌŽŶŐ ĞŶŽƵŐŚ ƚŽ ƌĞƐŝƐƚ ƐƚƌĞƐƐĞƐ ĐĂƵƐĞĚ ďǇ ĚŝĨĨĞƌĞŶƚŝĂů ƐĞƚƚůĞŵĞŶƚ͘
ϲ͘ WƌĞůŝŵŝŶĂƌǇƐƉŚĂůƚWĂǀŝŶŐ^ĞĐƚŝŽŶƐ
Ă͘ Ŷ ZͲsĂůƵĞ ŽĨ ϱϰ ǁĂƐ ŽďƚĂŝŶĞĚ ĨƌŽŵ ƚŚĞ ƐŽŝů ƐĂŵƉůĞ ĐŽůůĞĐƚĞĚ Ăƚ ŽƌŝŶŐ Ͳϰ ǁŝƚŚŝŶ ƚŚĞƵƉƉĞƌ ϱ ĨĞĞƚ͘,ŽǁĞǀĞƌ͕ ƚŚŝƐ ǀĂůƵĞĞǆĐĞĞĚƐ ƚŚĂƚŽĨ ĂŵĂŶƵĨĂĐƚƵƌĞĚ ƐƵďͲďĂƐĞ͕ ǁŚŝĐŚ ŝƐ Z с ϱϬ͘ ,ĞŶĐĞ͕ ŝƚ ŝƐ
ĂƌƚŚ ^ǇƐƚĞŵƐ͛ ŽƉŝŶŝŽŶ ƚŚĂƚ Ă
ĐŽŶƐĞƌǀĂƚŝǀĞůǇ ƌĞĚƵĐĞĚ ZͲsĂůƵĞ ŽĨ ϱϬ ƐŚŽƵůĚ ďĞ ƵƐĞĚ ĨŽƌ ƉƌĞůŝŵŝŶĂƌǇ ĂƐƉŚĂůƚ ƉĂǀĞŵĞŶƚĚĞƐŝŐŶƐ͘
Ă͘ dŚĞ ĨŽůůŽǁŝŶŐ ƉƌĞůŝŵŝŶĂƌǇ ƉĂǀŝŶŐ ƐĞĐƚŝŽŶƐ ƚĂďůĞ ƐƵŵŵĂƌŝǌĞƐ ƚŚŝĐŬŶĞƐƐĞƐ ŽĨ ĂƐƉŚĂůƚĂŶĚĂŐŐƌĞŐĂƚĞďĂƐĞƌĞƋƵŝƌĞĚ ĨŽƌĚŝĨĨĞƌĞŶƚƚƌĂĨĨŝĐŝŶĚŝĐĞƐ ;ƌĂŶŐŝŶŐĨƌŽŵ ϰ͘Ϭ ƚŽ ϳ͘Ϭ͕ ǁŝƚŚ Ϭ͘ϱ ŝŶƚĞƌǀĂůƐͿ ƵƐŝŶŐ ĂŶ ĂƐƐƵŵĞĚ ZͲsĂůƵĞ ŽĨ ϱϬ͘ ƐƉŚĂůƚ ĂŶĚ ĂŐŐƌĞŐĂƚĞďĂƐĞƐŚŽƵůĚďĞĐŽŵƉĂĐƚĞĚƚŽĂŵŝŶŝŵƵŵŽĨϵϱƉĞƌĐĞŶƚŽĨŵĂǆŝŵƵŵ ĚƌǇ ĚĞŶƐŝƚǇ ŽŶ ƐƵďŐƌĂĚĞ ƐŽŝůƐ ĐŽŵƉĂĐƚĞĚ ƚŽ Ă ŵŝŶŝŵƵŵ ŽĨ ϵϱ ƉĞƌĐĞŶƚ ŽĨ ŵĂǆŝŵƵŵĚƌǇĚĞŶƐŝƚǇ͘
dƌĂĨĨŝĐ/ŶĚĞǆ ƐƉŚĂůƚdŚŝĐŬŶĞƐƐ;ŝŶĐŚĞƐͿ DŝŶ͘ŐŐƌĞŐĂƚĞĂƐĞdŚŝĐŬŶĞƐƐ;ŝŶĐŚĞƐͿ ϰ͘Ϭ Ϯ͘ϱ ϰ͘Ϭ
ϰ͘ϱ Ϯ͘ϱ ϰ͘Ϭ
ϱ͘Ϭ ϯ͘Ϭ ϰ͘Ϭ
ϱ͘ϱ ϯ͘Ϭ ϰ͘Ϭ
ϲ͘Ϭ ϯ͘Ϭ ϰ͘ϱ
ϲ͘ϱ ϯ͘ϱ ϰ͘ϱ
ϳ͘Ϭ ϯ͘ϱ ϱ͘ϱ
ď͘ dŚĞ ƉƌĞůŝŵŝŶĂƌǇ ƉĂǀŝŶŐ ƐĞĐƚŝŽŶƐ ƉƌŽǀŝĚĞĚ ĂďŽǀĞ ŚĂǀĞ ďĞĞŶ ĚĞƐŝŐŶĞĚ ĨŽƌ ƚŚĞ ƚǇƉĞŽĨƚƌĂĨĨŝĐŝŶĚŝĐĂƚĞĚĂŶĚƚŚĞĂƐƐƵŵĞĚĚĞƐŝŐŶůŝĨĞ͘/ĨƚŚĞƉĂǀĞŵĞŶƚŝƐƉůĂĐĞĚ ďĞĨŽƌĞ ƉƌŽũĞĐƚ ĐŽŶƐƚƌƵĐƚŝŽŶ ŝƐ ĐŽŵƉůĞƚĞ͕ ĐŽŶƐƚƌƵĐƚŝŽŶ ůŽĂĚƐ͕ ǁŚŝĐŚ ĐŽƵůĚ ŝŶĐƌĞĂƐĞ ƚŚĞdƌĂĨĨŝĐ/ŶĚŝĐĞƐĂďŽǀĞƚŚŽƐĞĂƐƐƵŵĞĚĂďŽǀĞ͕ƐŚŽƵůĚďĞƚĂŬĞŶŝŶƚŽ ĂĐĐŽƵŶƚ͘
Đ͘ ^ƵďŐƌĂĚĞZͲsĂůƵĞƐƐŚŽƵůĚďĞƌĞĞǀĂůƵĂƚĞĚĂƚŽƌŶĞĂƌƚŚĞĞŶĚŽĨƌŽƵŐŚŐƌĂĚŝŶŐ ƐŽƚŚĂƚĨŝŶĂůƉĂǀĞŵĞŶƚĚĞƐŝŐŶƐĐĂŶďĞŵĂĚĞ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϮϮ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ϳ͘ WƌĞůŝŵŝŶĂƌǇŽŶĐƌĞƚĞWĂǀŝŶŐ^ĞĐƚŝŽŶƐ
Ă͘ dŚĞ ĐŽŶĐƌĞƚĞ ƉĂǀĞŵĞŶƚ ĚĞƐŝŐŶ ƚŚĂƚ ĨŽůůŽǁƐ ŝƐ ďĂƐĞĚ ŽŶ ĂǀĞƌĂŐĞ ĚĂŝůǇ ƚƌƵĐŬ ƚƌĂĨĨŝĐ;ddͿŽĨĂďŽƵƚϭϬ;ĂƉƉƌŽǆŝŵĂƚĞůǇĞƋƵŝǀĂůĞŶƚƚŽĂƚƌĂĨĨŝĐŝŶĚĞǆŽĨϱ͘ϱͿ͕Ă ĐŽĞĨĨŝĐŝĞŶƚŽĨƐƵďŐƌĂĚĞƌĞĂĐƚŝŽŶŽĨŬсϮϬϴƉŽƵŶĚƐƉĞƌĐƵďŝĐŝŶĐŚ;ĂƉƉƌŽǆŝŵĂƚĞůǇ ĞƋƵŝǀĂůĞŶƚ ƚŽĂŶZͲsĂůƵĞŽĨϱϬͿ͕ĂŶĚĂĚĞƐŝŐŶůŝĨĞŽĨϮϬǇĞĂƌƐ͘ĂƐĞĚŽŶƚŚĞƐĞ ǀĂůƵĞƐĂŶĚĚĞƐŝŐŶŵĞƚŚŽĚƐĚĞƐĐƌŝďĞĚďǇƚŚĞŵĞƌŝĐĂŶŽŶĐƌĞƚĞ/ŶƐƚŝƚƵƚĞ ;/ ϯϯϬZͲϬϭͿ͕ƚŚĞŵŝŶŝŵƵŵƵŶƌĞŝŶĨŽƌĐĞĚƉĂǀŝŶŐƐĞĐƚŝŽŶŝƐ͗
ϭ͘ ŽŶĐƌĞƚĞƚŚŝĐŬŶĞƐƐс ϱ͘ϬŝŶĐŚĞƐ
Ϯ͘ ůĂƐƐ//ďĂƐĞƚŚŝĐŬŶĞƐƐƵŶĚĞƌĐŽŶĐƌĞƚĞс ϲ͘ϬŝŶĐŚĞƐ ϯ͘ ŽŵƉƌĞƐƐŝǀĞƐƚƌĞŶŐƚŚŽĨĐŽŶĐƌĞƚĞ͕ĨĐс ϯ͕ϮϱϬƉƐŝĂƚϮϴĚĂǇƐ ϰ͘ DŽĚƵůƵƐŽĨĨůĞǆƵƌĂůƐƚƌĞŶŐƚŚŽĨϯ͕ϮϱϬƉƐŝĐŽŶĐƌĞƚĞс ϱϭϬƉƐŝ ϱ͘ DĂǆŝŵƵŵƐƉĂĐŝŶŐŽĨĐŽŶƚƌĂĐƚŝŽŶũŽŝŶƚƐ͕ĞĂĐŚǁĂǇс ϭϮ͘ϱĨĞĞƚ ď͘ &Žƌ ƚŚŽƐĞ ĂƌĞĂƐ ƚŚĂƚ ǁŝůů ŶŽƚ ďĞ ƐƵďũĞĐƚĞĚ ƚŽ ƚƌƵĐŬ ƚƌĂĨĨŝĐ͕ ĂŶĚ ǁŝůů ďĞ ƉĂǀĞĚ ǁŝƚŚĐŽŶĐƌĞƚĞ͕ǁĞŚĂǀĞĂƐƐƵŵĞĚĐĂƌƚƌĂĨĨŝĐŽŶůǇ͕ĂĚĞƐŝŐŶůŝĨĞŽĨ ϮϬǇĞĂƌƐ͕ĂŶĚ ĂŶZͲsĂůƵĞŽĨϱϬ͘ĂƐĞĚŽŶƚŚĞƐĞǀĂůƵĞƐ͕ƚŚĞĨŽůůŽǁŝŶŐŵŝŶŝŵƵŵƵŶƌĞŝŶĨŽƌĐĞĚ ƉĂǀŝŶŐƐĞĐƚŝŽŶǁĂƐĚĞƚĞƌŵŝŶĞĚ͗
ϭ͘ ŽŶĐƌĞƚĞƚŚŝĐŬŶĞƐƐс ϰ͘ϱŝŶĐŚĞƐ
Ϯ͘ ůĂƐƐ//ďĂƐĞƚŚŝĐŬŶĞƐƐƵŶĚĞƌĐŽŶĐƌĞƚĞс ϲ͘ϬŝŶĐŚĞƐ ϯ͘ ŽŵƉƌĞƐƐŝǀĞƐƚƌĞŶŐƚŚŽĨĐŽŶĐƌĞƚĞ͕ĨĐс ϯ͕ϮϱϬƉƐŝĂƚϮϴĚĂǇƐ ϰ͘ DŽĚƵůƵƐŽĨĨůĞǆƵƌĂůƐƚƌĞŶŐƚŚŽĨϯ͕ϮϱϬƉƐŝĐŽŶĐƌĞƚĞс ϱϭϬƉƐŝ ϱ͘ DĂǆŝŵƵŵƐƉĂĐŝŶŐŽĨĐŽŶƚƌĂĐƚŝŽŶũŽŝŶƚƐ͕ĞĂĐŚǁĂǇс ϭϬĨĞĞƚ Đ͘ dŚĞ ƉƌĞůŝŵŝŶĂƌǇ ƉĂǀŝŶŐ ƐĞĐƚŝŽŶ ƉƌĞƐĞŶƚĞĚ ĂďŽǀĞ ŝƐ ĚĞƐŝŐŶĞĚ ĨŽƌ ƚŚĞ ƚǇƉĞ ŽĨ ƚƌĂĨĨŝĐ ŝŶĚŝĐĂƚĞĚ ĂŶĚ ƚŚĞ ĂƐƐƵŵĞĚ ĚĞƐŝŐŶ ůŝĨĞ͘ /Ĩ ƚƌƵĐŬ ƚƌĂĨĨŝĐ ŝƐ ĞǆƉĞĐƚĞĚ ƚŽ ĞǆĐĞĞĚ ϭϬ dd Žƌ Ă ůŽŶŐĞƌ ĚĞƐŝŐŶ ůŝĨĞ ŝƐ ĚĞƐŝƌĞĚ͕ ƚŚŝƐ ƐĞĐƚŝŽŶ ƐŚŽƵůĚ ďĞ ƌĞĞǀĂůƵĂƚĞĚ͘ /Ĩ ƚŚĞ ƉĂǀĞŵĞŶƚ ŝƐ ƉůĂĐĞĚ ďĞĨŽƌĞ ĐŽŶƐƚƌƵĐƚŝŽŶ ŽŶ ƚŚĞ ƉƌŽũĞĐƚ ŝƐ ĐŽŵƉůĞƚĞ͕ĐŽŶƐƚƌƵĐƚŝŽŶůŽĂĚƐƐŚŽƵůĚďĞ ƚĂŬĞŶŝŶƚŽĂĐĐŽƵŶƚ͘dƌĂĨĨŝĐƐŚŽƵůĚŶŽƚ ďĞĂůůŽǁĞĚ ŽŶ ƚŚĞƉĂǀĞŵĞŶƚ ƵŶƚŝů ϮϴĚĂǇƐĂĨƚĞƌ ĐŽŶĐƌĞƚĞ ƉůĂĐĞŵĞŶƚ͕ Žƌ ƵŶƚŝů ƚŚĞϮϴͲĚĂǇĚĞƐŝŐŶƐƚƌĞŶŐƚŚŝƐĂĐŚŝĞǀĞĚ͘
Ě͘ dŚĞ ƉƌĞůŝŵŝŶĂƌǇ ƉĂǀŝŶŐ ƐĞĐƚŝŽŶ ƉƌĞƐĞŶƚĞĚ ĂďŽǀĞ ŝƐ ĂŶ ƵŶƌĞŝŶĨŽƌĐĞĚ ĚĞƐŝŐŶ͘ /Ĩ ƌĞďĂƌƐ ĂƌĞ ŝŶĐŽƌƉŽƌĂƚĞĚ ŝŶƚŽ ƚŚĞ ƉĂǀŝŶŐ ƐĞĐƚŝŽŶ͕ ĞǆƚƌĂ ĐƌĂĐŬ ĐŽŶƚƌŽů ǁŝůů ďĞ ƉƌŽǀŝĚĞĚ͘
Ğ͘ WĞƌĨŽƌŵĂŶĐĞ ŽĨ ĐŽŶĐƌĞƚĞ ƉĂǀĞŵĞŶƚ ĚĞƉĞŶĚƐ ŽŶ Ă ƵŶŝĨŽƌŵ ƐƵďŐƌĂĚĞ ƵƉŽŶ ǁŚŝĐŚ ƚŽ ĐĂƐƚ ƚŚĞ ĐŽŶĐƌĞƚĞ͘ ,ĞŶĐĞ͕ ƚŚĞ ƐƵďŐƌĂĚĞ ƐŚŽƵůĚ ďĞ ĐŽŵƉĂĐƚĞĚ ƚŽ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ Ϯϯ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ĂŵŝŶŝŵƵŵŽĨϵϱйŽĨƚŚĞŵĂǆŝŵƵŵĚƌǇĚĞŶƐŝƚǇĚĞƚĞƌŵŝŶĞĚďǇ^dDϭϱϱϳ͘ ĞĂƌŝŶŐ ƐŽŝůƐ ŝŶ ƚŚĞ ΗsĞƌǇ >ŽǁΗ ĞǆƉĂŶƐŝŽŶ ƌĂŶŐĞ ƐŚŽƵůĚ ďĞ ƉƌĞŵŽŝƐƚĞŶĞĚ ďĞĨŽƌĞƉůĂĐŝŶŐĐŽŶĐƌĞƚĞ͘
/d/KE>^
Zs/
^
dŚŝƐƌĞƉŽƌƚŝƐďĂƐĞĚŽŶƚŚĞĂƐƐƵŵƉƚŝŽŶƚŚĂƚĂŶĂĚĞƋƵĂƚĞƉƌŽŐƌĂŵŽĨŵŽŶŝƚŽƌŝŶŐĂŶĚƚĞƐƚŝŶŐǁŝůů ďĞ ƉĞƌĨŽƌŵĞĚ ďǇ
ĂƌƚŚ ^ǇƐƚĞŵƐ ĚƵƌŝŶŐ ĐŽŶƐƚƌƵĐƚŝŽŶ ƚŽ ĐŚĞĐŬ ĐŽŵƉůŝĂŶĐĞ ǁŝƚŚ ƚŚĞ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŐŝǀĞŶŝŶ ƚŚŝƐ ƌĞƉŽƌƚ͘dŚĞ ƌĞĐŽŵŵĞŶĚĞĚ ƚĞƐƚƐĂŶĚŽďƐĞƌǀĂƚŝŽŶƐŝŶĐůƵĚĞ͕ ďƵƚ ĂƌĞŶŽƚŶĞĐĞƐƐĂƌŝůǇůŝŵŝƚĞĚƚŽƚŚĞĨŽůůŽǁŝŶŐ͗
x ZĞǀŝĞǁŽĨƚŚĞƐƚƌƵĐƚƵƌĂůĂŶĚŐƌĂĚŝŶŐƉůĂŶƐĚƵƌŝŶŐƚŚĞĚĞƐŝŐŶƉŚĂƐĞŽĨƚŚĞƉƌŽũĞĐƚ͘ x KďƐĞƌǀĂƚŝŽŶĂŶĚƚĞƐƚŝŶŐĚƵƌŝŶŐƐŝƚĞƉƌĞƉĂƌĂƚŝŽŶ͕ŐƌĂĚŝŶŐ͕ƉůĂĐŝŶŐŽĨƌĞĐŽŵƉĂĐƚĞĚĨŝůů͕ ĂŶĚĨŽƵŶĚĂƚŝŽŶĐŽŶƐƚƌƵĐƚŝŽŶ͘
x ŽŶƐƵůƚĂƚŝŽŶĂƐƌĞƋƵŝƌĞĚĚƵƌŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶ͘
>/D/dd/KE^EhE/&KZD/dzK&KE/d/KE^
dŚĞĂŶĂůǇƐĞƐĂŶĚ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ƐƵďŵŝƚƚĞĚŝŶ ƚŚŝƐ ƌĞƉŽƌƚĂƌĞ ďĂƐĞĚŝŶ ƉĂƌƚƵƉŽŶ ƚŚĞ ĚĂƚĂ ŽďƚĂŝŶĞĚĨƌŽŵƚŚĞŽŶͲƐŝƚĞďŽƌŝŶŐƐ͘dŚĞŶĂƚƵƌĞĂŶĚĞǆƚĞŶƚŽĨǀĂƌŝĂƚŝŽŶƐďĞƚǁĞĞŶĂŶĚďĞǇŽŶĚƚŚĞ ƉŽŝŶƚƐ ŽĨ ĞǆƉůŽƌĂƚŝŽŶ ŵĂǇ ŶŽƚ ďĞĐŽŵĞ ĞǀŝĚĞŶƚ ƵŶƚŝů ĐŽŶƐƚƌƵĐƚŝŽŶ͘ /Ĩ ǀĂƌŝĂƚŝŽŶƐ ƚŚĞŶ ĂƉƉĞĂƌ ĞǀŝĚĞŶƚ͕ŝƚǁŝůůďĞŶĞĐĞƐƐĂƌǇƚŽƌĞĞǀĂůƵĂƚĞƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŽĨƚŚŝƐƌĞƉŽƌƚ͘ dŚĞ ƐĐŽƉĞ ŽĨ ƐĞƌǀŝĐĞƐ ĚŝĚ ŶŽƚ ŝŶĐůƵĚĞ ĂŶǇ ĞŶǀŝƌŽŶŵĞŶƚĂů ĂƐƐĞƐƐŵĞŶƚ Žƌ ŝŶǀĞƐƚŝŐĂƚŝŽŶ ĨŽƌ ƚŚĞ ƉƌĞƐĞŶĐĞ Žƌ ĂďƐĞŶĐĞ ŽĨ ǁĞƚůĂŶĚƐ͕ ŚĂǌĂƌĚŽƵƐ Žƌ ƚŽǆŝĐ ŵĂƚĞƌŝĂůƐ ŝŶ ƚŚĞ ƐŽŝů͕ ƐƵƌĨĂĐĞ ǁĂƚĞƌ͕ ŐƌŽƵŶĚǁĂƚĞƌŽƌĂŝƌ͕ŽŶ͕ďĞůŽǁ͕ŽƌĂƌŽƵŶĚƚŚŝƐƐŝƚĞ͘ŶǇƐƚĂƚĞŵĞŶƚƐŝŶƚŚŝƐƌĞƉŽƌƚŽƌŽŶƚŚĞƐŽŝů ďŽƌŝŶŐ ůŽŐƐ ƌĞŐĂƌĚŝŶŐ ŽĚŽƌƐ ŶŽƚĞĚ͕ ƵŶƵƐƵĂů Žƌ ƐƵƐƉŝĐŝŽƵƐ ŝƚĞŵƐ Žƌ ĐŽŶĚŝƚŝŽŶƐ ŽďƐĞƌǀĞĚ͕ ĂƌĞ ƐƚƌŝĐƚůǇĨŽƌƚŚĞŝŶĨŽƌŵĂƚŝŽŶŽĨƚŚĞĐůŝĞŶƚ͘
&ŝŶĚŝŶŐƐŽĨƚŚŝƐƌĞƉŽƌƚĂƌĞǀĂůŝĚĂƐŽĨƚŚŝƐĚĂƚĞ͖ŚŽǁĞǀĞƌ͕ĐŚĂŶŐĞƐŝŶĐŽŶĚŝƚŝŽŶƐŽĨĂƉƌŽƉĞƌƚǇĐĂŶ ŽĐĐƵƌǁŝƚŚƉĂƐƐĂŐĞŽĨƚŝŵĞǁŚĞƚŚĞƌƚŚĞǇĂƌĞďĞĐĂƵƐĞŽĨŶĂƚƵƌĂůƉƌŽĐĞƐƐĞƐŽƌǁŽƌŬƐŽĨŵĂŶŽŶ ƚŚŝƐ Žƌ ĂĚũĂĐĞŶƚ ƉƌŽƉĞƌƚŝĞƐ͘ /Ŷ ĂĚĚŝƚŝŽŶ͕ ĐŚĂŶŐĞƐ ŝŶ ĂƉƉůŝĐĂďůĞ Žƌ ĂƉƉƌŽƉƌŝĂƚĞ ƐƚĂŶĚĂƌĚƐ ŵĂǇ ŽĐĐƵƌǁŚĞƚŚĞƌƚŚĞǇƌĞƐƵůƚĨƌŽŵůĞŐŝƐůĂƚŝŽŶŽƌďƌŽĂĚĞŶŝŶŐŽĨŬŶŽǁůĞĚŐĞ͘ĐĐŽƌĚŝŶŐůǇ͕ĨŝŶĚŝŶŐƐŽĨ ƚŚŝƐƌĞƉŽƌƚŵĂǇďĞŝŶǀĂůŝĚĂƚĞĚǁŚŽůůǇŽƌƉĂƌƚŝĂůůǇďǇĐŚĂŶŐĞƐŽƵƚƐŝĚĞŽƵƌĐŽŶƚƌŽů͘dŚĞƌĞĨŽƌĞ͕ƚŚŝƐ ƌĞƉŽƌƚŝƐƐƵďũĞĐƚƚŽƌĞǀŝĞǁĂŶĚƐŚŽƵůĚŶŽƚďĞƌĞůŝĞĚƵƉŽŶĂĨƚĞƌĂƉĞƌŝŽĚŽĨϭǇĞĂƌ͘ /ŶƚŚĞĞǀĞŶƚ ƚŚĂƚĂŶǇĐŚĂŶŐĞƐŝŶ ƚŚĞŶĂƚƵƌĞ͕ĚĞƐŝŐŶ͕ŽƌůŽĐĂƚŝŽŶŽĨ ƚŚĞ ƉƌŽƉŽƐĞĚĂŶĚͬŽƌŽƚŚĞƌ ŝŵƉƌŽǀĞŵĞŶƚƐ ĂƌĞ ƉůĂŶŶĞĚ͕ ƚŚĞ ĐŽŶĐůƵƐŝŽŶƐ ĂŶĚ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ĐŽŶƚĂŝŶĞĚ ŝŶ ƚŚŝƐ ƌĞƉŽƌƚ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ Ϯϰ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
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