Section Pictures - 4/24/2024 - AP11-AP10
Santa Barbara SBA Airport 4/24/2024 AP11-AP10 3
167.20ft
Surface Damage Corrosion from 2 o'clock
to 5 o'clock, Finish
167.20ft
Miscellaneous Material Change,
Reinforced concrete pipe / RCP
167.20ft
Surface Damage Corrosion from 7 o'clock
to 10 o'clock, Finish
313.70ft
Miscellaneous Material Change,
Corrugated metal pipe / CMP
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/24/2024 - AP11-AP10
Santa Barbara SBA Airport 4/24/2024 AP11-AP10 3
458.80ft
Catch Basin / AP11
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 9
City: Santa Barbara Drainage Area: Upstream MH: 90+03.34 Street: SBA Airport Media Label: T8704072023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: JS-Y07-090
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 18 " Sewer Category: SEC Joints passed: 0
Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:410 Distance Code Observation Grade
0.0 ACB Catch Basin / 90+03.34
0.0 MWL Water Level, 10% of the vertical dimension
54.2 ATC Tee Connection / JS-Y07-090
4/7/2023 Dry Jason Cook U-0219-07030452 90+03.34 -JS-Y07-090 Light Cleaning Downstream 54.20 ' 54.20 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.0 0.0
90+03.34
JS-Y07-090
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/7/2023 - 90+03.34 -JS-Y07-090
Santa Barbara SBA Airport 4/7/2023 90+03.34 -JS-Y07-090 4
0.00ft
Catch Basin / 90+03.34
54.20ft
Tee Connection / JS-Y07-090
0.00ft
Water Level, 10% of the vertical
dimension
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 11
City: Santa Barbara Drainage Area: Upstream MH: AP2
Street: SBA Airport Media Label: T8704042023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP1
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 24 " Sewer Category: SEC Joints passed: 0
Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:2831 Distance Code Observation Grade
0.0 ACB Catch Basin / AP1
0.0 MWL Water Level, 5% of the vertical dimension
352.9 CM Crack Multiple from 11 o'clock to 1 o'clock, within 8 inch S3 375.1 ACB Catch Basin / AP2
4/4/2023 Dry Jason Cook U-0219-07030452 AP1 - AP2
Light Cleaning Upstream 375.10 ' 375.10 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
3100 0000 3.0 0.0 3.0 3.0 0.0 3.0
AP1
AP2
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/4/2023 - AP1 - AP2
Santa Barbara SBA Airport 4/4/2023 AP1 - AP2 5
0.00ft
Catch Basin / AP1
352.90ft
Crack Multiple from 11 o'clock to 1
o'clock, within 8 inch
0.00ft
Water Level, 5% of the vertical dimension
375.10ft
Catch Basin / AP2
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 13
City: Santa Barbara Drainage Area: Upstream MH: AP4
Street: SBA Airport Media Label: T8704042023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP4A
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 24 " Sewer Category: SEC Joints passed: 0
Pipe material: Asbestos Cement Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:2013 Distance Code Observation Grade
0.0 ACB Catch Basin / AP4A
0.0 MWL Water Level, 5% of the vertical dimension
266.6 ACB Catch Basin / AP4
4/4/2023 Dry Jason Cook U-0219-07030452 AP4 - AP4A
Light Cleaning Upstream 266.60 ' 266.60 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.0 0.0
AP4A
AP4
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/4/2023 - AP4 - AP4A
Santa Barbara SBA Airport 4/4/2023 AP4 - AP4A 6
0.00ft
Catch Basin / AP4A
266.60ft
Catch Basin / AP4
0.00ft
Water Level, 5% of the vertical dimension
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 15
City: Santa Barbara Drainage Area: Upstream MH: AP4
Street: SBA Airport Media Label: T8704042023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP4A
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 24 " Sewer Category: SEC Joints passed: 0
Pipe material: Asbestos Cement Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:2013 Distance Code Observation Grade
0.0 ACB Catch Basin / AP4A
0.0 MWL Water Level, 20% of the vertical dimension
121.3 MWL Water Level, 10% of the vertical dimension
262.9 ACB Catch Basin / AP4
4/4/2023 Dry Jason Cook U-0219-07030452 AP4 - AP4A
Light Cleaning Upstream 266.60 ' 262.90 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.0 0.0
AP4A
AP4
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/4/2023 - AP4 - AP4A
Santa Barbara SBA Airport 4/4/2023 AP4 - AP4A 6
0.00ft
Catch Basin / AP4A
121.30ft
Water Level, 10% of the vertical
dimension
0.00ft
Water Level, 20% of the vertical
dimension
262.90ft
Catch Basin / AP4
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 17
City: Santa Barbara Drainage Area: Upstream MH: AP4A
Street: SBA Airport Media Label: T8704052023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP3
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 24 " Sewer Category: SEC Joints passed: 0
Pipe material: Asbestos Cement Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:934 Distance Code Observation Grade
0.0 ACB Catch Basin / AP4A
0.0 MWL Water Level, 20% of the vertical dimension
18.7 JOM Joint Offset Medium S3
64.1 CM Crack Multiple from 11 o'clock to 1 o'clock, within 8 inch S3
64.1 ID Infiltration Dripper at 12 o'clock, within 8 inch M3
66.0 DSZ Deposits Settled Other, 5% of cross sectional area from 6 o'clock to 7 o'clock / Debris
M2
67.9 MWL Water Level, 5% of the vertical dimension
89.6 DSZ Deposits Settled Other, 10% of cross sectional area from 5 o'clock to 7 o'clock / Debris
M2
123.7 ADP Discharge Point / AP3
4/5/2023 Dry Jason Cook U-0219-07030452 AP4A - AP3
Light Cleaning Downstream 123.70 ' 123.70 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
3200 3122 6.0 7.0 13.0 3.0 2.3 2.6
AP4A
AP3
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/5/2023 - AP4A - AP3
Santa Barbara SBA Airport 4/5/2023 AP4A - AP3 7
0.00ft
Catch Basin / AP4A
18.70ft
Joint Offset Medium
0.00ft
Water Level, 20% of the vertical
dimension
64.10ft
Crack Multiple from 11 o'clock to 1
o'clock, within 8 inch
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/5/2023 - AP4A - AP3
Santa Barbara SBA Airport 4/5/2023 AP4A - AP3 7
64.10ft
Infiltration Dripper at 12 o'clock, within 8
inch
67.90ft
Water Level, 5% of the vertical dimension
66.00ft
Deposits Settled Other, 5% of cross
sectional area from 6 o'clock to 7 o'clock /
Debris
89.60ft
Deposits Settled Other, 10% of cross
sectional area from 5 o'clock to 7 o'clock /
Debris
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/5/2023 - AP4A - AP3
Santa Barbara SBA Airport 4/5/2023 AP4A - AP3 7
123.70ft
Discharge Point / AP3
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 21
City: Santa Barbara Drainage Area: Upstream MH: AP7
Street: SBA Airport Media Label: T8704052023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP6
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 36 " Sewer Category: SEC Joints passed: 0
Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:2505 Distance Code Observation Grade
0.0 AMH Manhole / AP7
0.0 MWL Water Level, 5% of the vertical dimension
97.4 SRV Surface Damage Reinforcement Visible from 11 o'clock to 1 o'clock, within 8 inch
S4
111.4 SRV Surface Damage Reinforcement Visible from 11 o'clock to 1 o'clock, within 8 inch
S4
212.9 S01 MCU Miscellaneous Camera Underwater, Start
331.9 F01 MCU Miscellaneous Camera Underwater, Finish M4 331.9 ACB Catch Basin / AP6
4/5/2023 Dry Jason Cook U-0219-07030452 AP7 - AP6
Light Cleaning Downstream 331.90 ' 331.90 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4200 4C00 8.0 96.0 104.0 4.0 4.0 4.0
AP7
AP6
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/5/2023 - AP7 - AP6
Santa Barbara SBA Airport 4/5/2023 AP7 - AP6 8
0.00ft
Manhole / AP7
97.40ft
Surface Damage Reinforcement Visible
from 11 o'clock to 1 o'clock, within 8 inch
0.00ft
Water Level, 5% of the vertical dimension
111.40ft
Surface Damage Reinforcement Visible
from 11 o'clock to 1 o'clock, within 8 inch
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/5/2023 - AP7 - AP6
Santa Barbara SBA Airport 4/5/2023 AP7 - AP6 8
212.90ft
Miscellaneous Camera Underwater, Start
331.90ft
Catch Basin / AP6
331.90ft
Miscellaneous Camera Underwater, Finish
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 24
City: Santa Barbara Drainage Area: Upstream MH: AP7
Street: SBA Airport Media Label: T8704052023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP6
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 36 " Sewer Category: SEC Joints passed: 0
Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:2505 Distance Code Observation Grade
0.0 AMH Manhole / AP7
0.0 MWL Water Level, 20% of the vertical dimension
98.2 SRV Surface Damage Reinforcement Visible from 11 o'clock to 1 o'clock
S4
110.7 ISGT Intruding Sealing Material Grout, 10% of cross sectional area from 11 o'clock to 1 o'clock
M2
111.5 SRV Surface Damage Reinforcement Visible from 11 o'clock to 1 o'clock, within 8 inch
S4
152.2 MCU Miscellaneous Camera Underwater M4
160.2 MSA Miscellaneous Survey Abandoned / mcu
331.9 End of pipe
4/5/2023 Dry Jason Cook U-0219-07030452 AP7 - AP6
Light Cleaning Downstream 331.90 ' 160.20 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4200 4121 8.0 6.0 14.0 4.0 3.0 3.5
AP7
AP6
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/5/2023 - AP7 - AP6
Santa Barbara SBA Airport 4/5/2023 AP7 - AP6 8
0.00ft
Manhole / AP7
98.20ft
Surface Damage Reinforcement Visible
from 11 o'clock to 1 o'clock
0.00ft
Water Level, 20% of the vertical
dimension
110.70ft
Intruding Sealing Material Grout, 10% of
cross sectional area from 11 o'clock to 1
o'clock
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/5/2023 - AP7 - AP6
Santa Barbara SBA Airport 4/5/2023 AP7 - AP6 8
111.50ft
Surface Damage Reinforcement Visible
from 11 o'clock to 1 o'clock, within 8 inch
160.20ft
Miscellaneous Survey Abandoned / mcu
152.20ft
Miscellaneous Camera Underwater
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 27
City: Santa Barbara Drainage Area: Upstream MH: AP7
Street: SBA Airport Media Label: T8704252024 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP6
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 36 " Sewer Category: SEC Joints passed: 0
Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:2505 Distance Code Observation Grade
0.0 ACB Catch Basin / AP6
0.0 MWL Water Level, 15% of the vertical dimension
206.7 MWL Water Level, 5% of the vertical dimension
216.9 OBI Obstruction Intruding Through Wall, 10% of cross sectional area from 11 o'clock to 1 o'clock, within 8 inch
M5
216.9 SRV Surface Damage Reinforcement Visible from 11 o'clock to 1 o'clock, within 8 inch
S4
230.5 SRV Surface Damage Reinforcement Visible from 11 o'clock to 1 o'clock, within 8 inch
S4
331.8 AMH Manhole / AP7
4/26/2024 Dry Jason Cook U-0219-07030452 AP7-AP6
Light Cleaning Upstream 331.80 ' 331.80 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4200 5100 8.0 5.0 13.0 4.0 5.0 4.3
AP6
AP7
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/26/2024 - AP7-AP6
Santa Barbara SBA Airport 4/26/2024 AP7-AP6 9
0.00ft
Catch Basin / AP6
206.70ft
Water Level, 5% of the vertical dimension
0.00ft
Water Level, 15% of the vertical
dimension
216.90ft
Obstruction Intruding Through Wall, 10%
of cross sectional area from 11 o'clock to
1 o'clock, within 8 inch
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/26/2024 - AP7-AP6
Santa Barbara SBA Airport 4/26/2024 AP7-AP6 9
216.90ft
Surface Damage Reinforcement Visible
from 11 o'clock to 1 o'clock, within 8 inch
331.80ft
Manhole / AP7
230.50ft
Surface Damage Reinforcement Visible
from 11 o'clock to 1 o'clock, within 8 inch
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 30
City: Santa Barbara Drainage Area: Upstream MH: AP8
Street: SBA Airport Media Label: T8704052023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP7
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 36 " Sewer Category: SEC Joints passed: 0
Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:4571 Distance Code Observation Grade
0.0 ACB Catch Basin / AP8
0.0 MWL Water Level, 10% of the vertical dimension
220.6 MWM Miscellaneous Water Mark, 20% of the vertical dimension 383.1 IR Infiltration Runner at 4 o'clock, within 8 inch M4 444.7 LR Line Right, change to: 5% M1
605.6 AMH Manhole / AP7
4/5/2023 Dry Jason Cook U-0219-07030452 AP8 - AP7
Light Cleaning Downstream 605.60 ' 605.60 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 4111 0.0 5.0 5.0 0.0 2.5 2.5
AP8
AP7
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/5/2023 - AP8 - AP7
Santa Barbara SBA Airport 4/5/2023 AP8 - AP7 10
0.00ft
Catch Basin / AP8
220.60ft
Miscellaneous Water Mark, 20% of the
vertical dimension
0.00ft
Water Level, 10% of the vertical
dimension
383.10ft
Infiltration Runner at 4 o'clock, within 8
inch
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/5/2023 - AP8 - AP7
Santa Barbara SBA Airport 4/5/2023 AP8 - AP7 10
444.70ft
Line Right, change to: 5%
605.60ft
Manhole / AP7
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 33
City: Santa Barbara Drainage Area: Upstream MH: AP8
Street: SBA Airport Media Label: T8704252024 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP7
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 36 " Sewer Category: SEC Joints passed: 0
Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:4539 Distance Code Observation Grade
0.0 AMH Manhole / AP7
0.0 MWL Water Level, 10% of the vertical dimension
601.4 ACB Catch Basin / AP8
4/26/2024 Dry Jason Cook U-0219-07030452 AP8-AP7
Light Cleaning Upstream 601.40 ' 601.40 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.0 0.0
AP7
AP8
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/26/2024 - AP8-AP7
Santa Barbara SBA Airport 4/26/2024 AP8-AP7 11
0.00ft
Manhole / AP7
601.40ft
Catch Basin / AP8
0.00ft
Water Level, 10% of the vertical
dimension
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 35
City: Santa Barbara Drainage Area: Upstream MH: AP10
Street: SBA Airport Media Label: T8704252024 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP9
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 24 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyethylene Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1358 Distance Code Observation Grade
0.0 ACB Catch Basin / AP10
0.0 MWL Water Level, 20% of the vertical dimension
179.9 MGP Miscellaneous General Photograph from 1 o'clock to 5 o'clock
179.9 MGP Miscellaneous General Photograph from 7 o'clock to 11 o'clock
179.9 ADP Discharge Point / AP9
4/25/2024 Dry Jason Cook U-0219-07030452 AP10-AP9
Light Cleaning Downstream 179.90 ' 179.90 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.0 0.0
AP10
AP9
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/25/2024 - AP10-AP9
Santa Barbara SBA Airport 4/25/2024 AP10-AP9 12
0.00ft
Catch Basin / AP10
179.90ft
Miscellaneous General Photograph from 1
o'clock to 5 o'clock
0.00ft
Water Level, 20% of the vertical
dimension
179.90ft
Miscellaneous General Photograph from 7
o'clock to 11 o'clock
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/25/2024 - AP10-AP9
Santa Barbara SBA Airport 4/25/2024 AP10-AP9 12
179.90ft
Discharge Point / AP9
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 38
City: Santa Barbara Drainage Area: Upstream MH: AP13
Street: SBA Airport Media Label: T8704062023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP12
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 15 " Sewer Category: SEC Joints passed: 0
Pipe material: Asbestos Cement Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:3257 Distance Code Observation Grade
0.0 ACB Catch Basin / AP12
0.0 MWL Water Level, 5% of the vertical dimension
52.2 JOM Joint Offset Medium S3
252.4 H Hole from 11 o'clock to 1 o'clock, within 8 inch S5 431.5 ACB Catch Basin / AP13
4/6/2023 Dry Jason Cook U-0219-07030452 AP13 - AP12
Light Cleaning Upstream 431.50 ' 431.50 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5131 0000 8.0 0.0 8.0 4.0 0.0 4.0
AP12
AP13
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/6/2023 - AP13 - AP12
Santa Barbara SBA Airport 4/6/2023 AP13 - AP12 13
0.00ft
Catch Basin / AP12
52.20ft
Joint Offset Medium
0.00ft
Water Level, 5% of the vertical dimension
252.40ft
Hole from 11 o'clock to 1 o'clock, within 8
inch
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/6/2023 - AP13 - AP12
Santa Barbara SBA Airport 4/6/2023 AP13 - AP12 13
431.50ft
Catch Basin / AP13
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 41
City: Santa Barbara Drainage Area: Upstream MH: AP14
Street: SBA Airport Media Label: T8704062023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP15
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 24 " Sewer Category: SEC Joints passed: 0
Pipe material: Polypropylene Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:2480 Distance Code Observation Grade
0.0 ACB Catch Basin / AP14
0.0 MWL Water Level, 5% of the vertical dimension
174.6 JAM Joint Angular Medium S3
183.5 MMC Miscellaneous Material Change, Asbestos cement / ACP 328.5 ACB Catch Basin / AP15
4/6/2023 Dry Jason Cook U-0219-07030452 AP14 - AP15
Light Cleaning Downstream 328.50 ' 328.50 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
3100 0000 3.0 0.0 3.0 3.0 0.0 3.0
AP14
AP15
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/6/2023 - AP14 - AP15
Santa Barbara SBA Airport 4/6/2023 AP14 - AP15 14
0.00ft
Catch Basin / AP14
174.60ft
Joint Angular Medium
0.00ft
Water Level, 5% of the vertical dimension
183.50ft
Miscellaneous Material Change, Asbestos
cement / ACP
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/6/2023 - AP14 - AP15
Santa Barbara SBA Airport 4/6/2023 AP14 - AP15 14
328.50ft
Catch Basin / AP15
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 44
City: Santa Barbara Drainage Area: Upstream MH: AP16
Street: SBA Airport Media Label: T8704062023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: AP17
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 18 " Sewer Category: SEC Joints passed: 0
Pipe material: Asbestos Cement Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:2538 Distance Code Observation Grade
0.0 ACB Catch Basin / AP16
0.0 MWL Water Level, 5% of the vertical dimension
88.6 S01 DSZ Deposits Settled Other, 5% of cross sectional area from 5 o'clock to 7 o'clock, Start / Debris
130.5 F01 DSZ Deposits Settled Other, 5% of cross sectional area from 5 o'clock to 7 o'clock, Finish / Debris
M2
253.0 CM Crack Multiple from 7 o'clock to 9 o'clock, within 8 inch S3 269.6 DSZ Deposits Settled Other, 5% of cross sectional area from 4 o'clock to 5 o'clock / metal
M2
302.6 CM Crack Multiple from 8 o'clock to 9 o'clock, within 8 inch S3 336.2 ACB Catch Basin / AP17
4/6/2023 Dry Jason Cook U-0219-07030452 AP16 - AP17
Light Cleaning Downstream 336.20 ' 336.20 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
3200 2900 6.0 18.0 24.0 3.0 2.0 2.2
AP16
AP17
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/6/2023 - AP16 - AP17
Santa Barbara SBA Airport 4/6/2023 AP16 - AP17 15
0.00ft
Catch Basin / AP16
88.60ft
Deposits Settled Other, 5% of cross
sectional area from 5 o'clock to 7 o'clock,
Start / Debris
0.00ft
Water Level, 5% of the vertical dimension
130.50ft
Deposits Settled Other, 5% of cross
sectional area from 5 o'clock to 7 o'clock,
Finish / Debris
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/6/2023 - AP16 - AP17
Santa Barbara SBA Airport 4/6/2023 AP16 - AP17 15
253.00ft
Crack Multiple from 7 o'clock to 9 o'clock,
within 8 inch
302.60ft
Crack Multiple from 8 o'clock to 9 o'clock,
within 8 inch
269.60ft
Deposits Settled Other, 5% of cross
sectional area from 4 o'clock to 5 o'clock /
metal
336.20ft
Catch Basin / AP17
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 47
City: Santa Barbara Drainage Area: Upstream MH: DI
Street: SBA Airport Media Label: T8704072023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: DI-Y07-092
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 21 " Sewer Category: SEC Joints passed: 0
Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:5028 Distance Code Observation Grade
0.0 ACB Catch Basin / DI-Y07-092
0.0 MWL Water Level, 10% of the vertical dimension
298.5 TB Tap Break-in/Hammer at 9 o'clock, dia/height: 18inch 298.5 SRV Surface Damage Reinforcement Visible from 9 o'clock to 10 o'clock
S4
666.2 ACB Catch Basin / DI
4/7/2023 Dry Jason Cook U-0219-07030452 D I- DI-Y07-092 Light Cleaning Upstream 666.20 ' 666.20 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 0000 4.0 0.0 4.0 4.0 0.0 4.0
DI-Y07-092
DI
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/7/2023 - D I- DI-Y07-092
Santa Barbara SBA Airport 4/7/2023 D I- DI-Y07-092 16
0.00ft
Catch Basin / DI-Y07-092
298.50ft
Tap Break-in/Hammer at 9 o'clock,
dia/height: 18inch
0.00ft
Water Level, 10% of the vertical
dimension
298.50ft
Surface Damage Reinforcement Visible
from 9 o'clock to 10 o'clock
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/7/2023 - D I- DI-Y07-092
Santa Barbara SBA Airport 4/7/2023 D I- DI-Y07-092 16
666.20ft
Catch Basin / DI
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 50
City: Santa Barbara Drainage Area: Upstream MH: DI-Y07-091 Street: SBA Airport Media Label: T8704072023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 90+03.34
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 18 " Sewer Category: SEC Joints passed: 0
Pipe material: Asbestos Cement Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:1570 Distance Code Observation Grade
0.0 ACB Catch Basin / 90+03.34
0.0 MWL Water Level, 5% of the vertical dimension
4.6 CL Crack Longitudinal at 10 o'clock S2
74.2 ISGT Intruding Sealing Material Grout, 10% of cross sectional area from 4 o'clock to 8 o'clock
M2
98.8 CM Crack Multiple from 3 o'clock to 4 o'clock S3
115.2 S01 DSZ Deposits Settled Other, 5% of cross sectional area from 5 o'clock to 7 o'clock, Start / Debris
144.5 F01 DSZ Deposits Settled Other, 5% of cross sectional area from 5 o'clock to 7 o'clock, Finish / Debris
M2
202.2 DSZ Deposits Settled Other, 10% of cross sectional area from 5 o'clock to 7 o'clock / Debris
M2
208.0 ACB Catch Basin / DI-Y07-091
4/7/2023 Dry Jason Cook U-0219-07030452 DI-Y07-091 - 90+03.34 Light Cleaning Upstream 208.00 ' 208.00 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
3121 2800 5.0 16.0 21.0 2.5 2.0 2.1
90+03.34
DI-Y07-091
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/7/2023 - DI-Y07-091 - 90+03.34
Santa Barbara SBA Airport 4/7/2023 DI-Y07-091 - 90+03.34 17
0.00ft
Catch Basin / 90+03.34
4.60ft
Crack Longitudinal at 10 o'clock
0.00ft
Water Level, 5% of the vertical dimension
74.20ft
Intruding Sealing Material Grout, 10% of
cross sectional area from 4 o'clock to 8
o'clock
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/7/2023 - DI-Y07-091 - 90+03.34
Santa Barbara SBA Airport 4/7/2023 DI-Y07-091 - 90+03.34 17
98.80ft
Crack Multiple from 3 o'clock to 4 o'clock
144.50ft
Deposits Settled Other, 5% of cross
sectional area from 5 o'clock to 7 o'clock,
Finish / Debris
115.20ft
Deposits Settled Other, 5% of cross
sectional area from 5 o'clock to 7 o'clock,
Start / Debris
202.20ft
Deposits Settled Other, 10% of cross
sectional area from 5 o'clock to 7 o'clock /
Debris
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/7/2023 - DI-Y07-091 - 90+03.34
Santa Barbara SBA Airport 4/7/2023 DI-Y07-091 - 90+03.34 17 208.00ft
Catch Basin / DI-Y07-091
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Pipe Segment Ref.: Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:
SBA Master Drainage Plan // Page: 54
City: Santa Barbara Drainage Area: Upstream MH: UNK
Street: SBA Airport Media Label: T8704072023 Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: DI-Y07-087
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe Total gallons used: 0.0 Pipe size: 15 " Sewer Category: SEC Joints passed: 0
Pipe material: Asbestos Cement Purpose: Joints failed: 0 Lining Method: Owner:
Additional Info:
1:1884 Distance Code Observation Grade
0.0 ACB Catch Basin / DI-Y07-087
0.0 MWL Water Level, 5% of the vertical dimension
11.3 CC Crack Circumferential from 7 o'clock to 5 o'clock S1
29.5 CC Crack Circumferential from 7 o'clock to 5 o'clock S1
64.3 DSZ Deposits Settled Other, 5% of cross sectional area from 5 o'clock to 7 o'clock / Debris
M2
187.7 DSZ Deposits Settled Other, 10% of cross sectional area from 5 o'clock to 7 o'clock / Debris
M2
231.3 DSZ Deposits Settled Other, 5% of cross sectional area from 5 o'clock to 7 o'clock / Debris
M2
246.7 DSC Deposits Settled Compacted, 50% of cross sectional area from 3 o'clock to 9 o'clock / Concrete
M5
249.6 DSC Deposits Settled Compacted, 100% of cross sectional area from 12 o'clock to 12 o'clock / Concrete
M5
249.6 MSA Miscellaneous Survey Abandoned / DSC
4/7/2023 Dry Jason Cook U-0219-07030452 UNK - DI-Y07-087 Light Cleaning Upstream 249.60 ' 249.60 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
1200 5223 2.0 16.0 18.0 1.0 3.2 2.6
DI-Y07-087
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/7/2023 - UNK - DI-Y07-087
Santa Barbara SBA Airport 4/7/2023 UNK - DI-Y07-087 18
0.00ft
Catch Basin / DI-Y07-087
11.30ft
Crack Circumferential from 7 o'clock to 5
o'clock
0.00ft
Water Level, 5% of the vertical dimension
29.50ft
Crack Circumferential from 7 o'clock to 5
o'clock
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/7/2023 - UNK - DI-Y07-087
Santa Barbara SBA Airport 4/7/2023 UNK - DI-Y07-087 18
64.30ft
Deposits Settled Other, 5% of cross
sectional area from 5 o'clock to 7 o'clock /
Debris
231.30ft
Deposits Settled Other, 5% of cross
sectional area from 5 o'clock to 7 o'clock /
Debris
187.70ft
Deposits Settled Other, 10% of cross
sectional area from 5 o'clock to 7 o'clock /
Debris
246.70ft
Deposits Settled Compacted, 50% of
cross sectional area from 3 o'clock to 9
o'clock / Concrete
City Street Date Lateral Segment Reference Section No.
Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Section Pictures - 4/7/2023 - UNK - DI-Y07-087
Santa Barbara SBA Airport 4/7/2023 UNK - DI-Y07-087 18
249.60ft
Deposits Settled Compacted, 100% of
cross sectional area from 12 o'clock to 12
o'clock / Concrete
249.60ft
Miscellaneous Survey Abandoned / DSC
City Street Date Lateral Segment Reference Section No.
Services, Inc.
Appendix B: Environmental Conditions Assessment
Appendix C: Geotechnical Assessment
May 18, 2022
File No.: 300938-010
Mr. Bob Thayne, PE
Civil Engineer, Water
Mead & Hunt
9600 NE Cascades Parkway #100
Portland, OR 97220
PROJECT: SANTA BARBARA MUNICIPAL AIRPORT (SBP)
DRAINAGE MASTER PLAN
500 JAMES FOWLER ROAD
SANTA BARBARA, CALIFORNIA
SUBJECT: Geotechnical Memorandum Drainage Master Plan
REF: 1) Soils Engineering Report, Santa Barbara Airport, Rehabilitation of Taxiways C, H, and J, Santa Barbara, California, by Earth Systems Pacific, Doc. No. 1207-089, dated July 16, 2012
2) Geotechnical Engineering Report, Santa Barbara Municipal Airport, Rehabilitation of Runway 15R-33L, Santa Barbara, California, by Earth Systems Pacific, Doc. No. 1306-028.SER, dated June 7, 2013 3) Geotechnical Information Summary Report, Santa Barbara Airport, Overlay Runway 7-25, Santa Barbara, California, by Earth Systems Pacific, Doc. No. 1702-114.SER, dated February 22, 2017 4) Geotechnical Engineering Report, Santa Barbara Airport, Hangar Apron and Taxiway Pavement, Santa Barbara, California, by Earth Systems Pacific, Doc. No. 1801-083.SER, dated January 25, 2018
Dear Mr. Thayne:
We are pleased to present this geotechnical memorandum and the attached figures to summarize the subsurface information gathered by this firm in previous explorations performed at the project site. Previous explorations used for this report are referenced above.
1.0 INTRODUCTION AND SCOPE OF SERVICES
Based upon our correspondence, we understand that geotechnical support is requested to review prior field investigations and laboratory testing, provide an overview of the project site including regional geology, drainage infiltration potential and limitations, probable groundwater depths, and soil erosion potential, and provide general considerations for construction. This geotechnical information summary report has been completed for the Santa Barbara Municipal Airport (SBA).
The scope of services as requested by the client included literature review of previously developed information by our firm. It is our intent that this report be used exclusively by the Santa Barbara Municipal Airport (SBA) May 18, 2023
Drainage Master Plan 2
client in the preparation of plans and specifications. Application beyond this intent is strictly at As there may be geotechnical issues yet to be resolved, the geotechnical engineer should be retained to provide consultation as the project progresses, to assist in verifying that pertinent geotechnical issues have been addressed, and to aid in conformance with the intent of this report.
2.0 PREVIOUS FIELD INVESTIGATIONS AND LABORATORY TESTING We reviewed previous geotechnical reports prepared by this firm dating back to 2012 and various field investigations dating back to 1989 for this memo. Field logs and laboratory test results are provided in the geotechnical reports referenced above. Beneath the surface and pavements, the previous explorations generally encountered fill and alluvium and were described as silty sand, clayey sand, poorly graded sand, well graded sand, and sandy lean clay. Varying amounts of gravel were also noted.
3.0 REGIONAL GEOLOGY
The site is located on the Santa Barbara Coastal Plain which forms the distil part of the southern flank of the Santa Ynez Mountains which are part of the transverse ranges geomorphic province of California (CGS, 2002). The Santa Ynez Mountains are a variably deformed sequence of marine and non-marine sedimentary rocks and deposits that range in age from Jurassic to present (Minor et al, 2007). The Santa Barbara Coastal Plain was formed by the deposition of alluvial sediments transported by local rivers and streams from the Santa Ynez mountains as tectonic forces thrust the mountains upwards along a complex system of faults and folds beginning in the Pliocene epoch (Dibblee, 1966).
The Santa Barbara Municipal Airport is constructed on an extensive mat of artificial fill which overlies estuarine deposits of Holocene age. The estuarine deposits, associated with Goleta Slough, are typically organic rich clay and silt with subordinate sand deposited in a peritidal environment (Minor et al, 2007). The estuarine deposits likely overly alluvial and colluvial deposits that formed a piedmont fan prior to the most recent transgression (rise in sea level).
4.0 DRAINAGE INFILTRATION POTENTIAL AND LIMITATIONS
Based on the variable subsurface conditions encountered during the previous field investigations, the soil can generally be classified as Hydrologic Group C, described as high runoff potential when thoroughly wet. Water transmission through the soil is somewhat restricted. Group C soils typically have between 20 percent and 40 percent clay and less than 50 percent sand, and have loam, silty
(USDA National Engineering Handbook, 2009).
As subsurface conditions are likely variable, this information should be used for planning purposes only. Site-specific infiltration testing should be performed as needed prior to construction. Subsurface conditions including hydrologic group classification should be further evaluated during a project- specific design level geotechnical investigation.
Santa Barbara Municipal Airport (SBA) May 18, 2023
Drainage Master Plan 3
5.0 GROUNDWATER
Groundwater was encountered in several borings previously performed within the airport vicinity. In general, the soil borings performed at the Rehabilitation of Taxiways C, H, and J project site, encountered groundwater at depths ranging from about 5.0 to 8.5 feet below site grades in May 2012 (Earth Systems Pacific, 2012). Soil borings performed at the Rehabilitation of Runway 15R-33L project site, located in the northern and western portion of the property, encountered groundwater at depths ranging from about 7.0 to 9.0 feet below site grades in April 2013 (Earth Systems Pacific, 2013). Soil borings performed at the Overlay Runway 7-25 project site, located in the western and central portion of the property, encountered groundwater at depths ranging from about 7.5 to 8.5 feet in May 2012 and about 3.5 to 8.5 feet in June 1992 (Earth Systems Pacific, 2017). Soil borings performed at the Hangar Apron and Taxiway Pavement project, located in the northeastern portion of the property, encountered groundwater at depths ranging from about 6.0 to 9.0 feet below site grades in December 2017 (Earth Systems Pacific, 2018).
From the above information, depth to groundwater varies across the airport and generally may range from depths of about 3.5 to 9.0 feet below current site grades at the locations of our previous explorations.
6.0 SOIL EROSION POTENTIAL
The site soils are considered to be highly erodible. It is essential that all surface drainage be controlled and directed to appropriate discharge points, and that surface soils, particularly those disturbed during construction, are stabilized by vegetation or other means during and following construction. However, it should be noted airport staff have noted ponded areas in taxiway after rains.
7.0 GENERAL CONSTRUCTION CONSIDERATIONS
1. Due to the potential shallow groundwater seasonally, grading should consider the potential for soft/wet soils at shallow depths. Further, if basins are created to encourage infiltration and increase storage, these basins may create isolated groundwater mounding due to the removal of overburden pressures.
2. With the reported ponded water at taxiways during heavy rain events, stormwater infiltration during and immediately following rain events may be less than typical for Hydrologic Soil Group C.
3. Due to variation in the groundwater elevation floatation of piping should be considered.
Further, the existing improved areas have been compacted and, in some locations, treated to increase structural support. Stormwater infiltration in these areas will also be reduced in comparison to unimproved areas.
Santa Barbara Municipal Airport (SBA) May 18, 2023
Drainage Master Plan 4
4. The conclusions contained in this memo are based on a limited number of borings and rely on continuity of the subsurface conditions encountered.
8.0 CLOSURE
Our intent was to perform the investigation/file review in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in the locality of this project and under similar conditions. No representation, warranty, or guarantee is either expressed or implied.
This report is intended for the exclusive use by the client as discussed in the "Scope of Services" section. Application beyond the stated intent is strictly at the user's risk. This report is valid for conditions as they exist at this time for the type of project described herein. The conclusions and recommendations contained in this report could be rendered invalid, either in whole or in part, due to changes in building codes, FAA regulations, standards of geotechnical or construction practice, changes in physical conditions, or the broadening of knowledge. lf changes with respect to development type or location become necessary, if items not addressed in this report are incorporated into plans, or if any of the assumptions used in the preparation of this report are not correct, this firm shall be notified for modifications to this report. Any items not specifically addressed in this report should comply with the FAA, the CBC and/or the requirements of the governing jurisdiction.
If you have any questions or require additional information, please contact me at your convenience.
Sincerely,
Earth Systems Pacific
Robert Down, PE Sydney Johnson
Principal Engineer Project Manager
Attachments:
Doc. No.:
Site Vicinity and Exploration Location Maps ( ages)
2305-061.LTR
4378 Old Santa Fe Road, San Luis Obispo, CA 93401 www.earthsystems.com (805) 544-3276 Fax (805) 544-1786 Date May 2023 Project No. 300938-010 Figure 1 SITE VICINITY MAP Santa Barbara Municipal Airport Drainage Master Plan 500 James Fowler Road Santa Barbara, California NOT TO SCALE BASE MAP PROVIDED BY: Google Earth (2023) SITE NOT TO SCALE 4378 Old Santa Fe Road, San Luis Obispo, CA 93401 www.earthsystems.com (805) 544-3276 Fax (805) 544-1786 Date May 2023 Project No. 300938-010 Figure 2 EXPLORATION LOCATION MAP Santa Barbara Municipal Airport Drainage Master Plan 500 James Fowler Road Santa Barbara, California BASE MAP PROVIDED BY: Google Earth (2023) LEGEND Runway 15R, 33L Boring Location (Approx.) Taxiway C, J, and J Boring Location (Approx.) A B1 B2 B3 B4 B5 1 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B19 B18 B1 1 B20 B23 B24 B22 B25 B21 B28 B27 B26 2 4 6 7 8 9 1716 1415 13 12 11 20 21 2324 1 2 4 6 8 10 11 12 13 14 15 16 23 5 4 9876 10 1112 16 Runway 7-25 Boring Location (Approx.) 3 Hangar Apron and Taxiway Boring Location (Approx.) (ESP, 2012) (ESP, 2013) (ESP, 2012) (ESP, 2018) 4378 Old Santa Fe Road, San Luis Obispo, CA 93401 www.earthsystems.com (805) 544-3276 Fax (805) 544-1786 Date May 2023 Project No. 300938-010 Figure 3 EXPLORATION LOCATION MAP Santa Barbara Municipal Airport Drainage Master Plan 500 James Fowler Road Santa Barbara, California NOT TO SCALE BASE MAP PROVIDED BY: GEOLOGIC MAP OF THE SANTA BARBARA COASTAL PLAIN AREA, SANTA BARBARA COUNTY, CALIFORNIA (2009) 1 1 B1 1 B2 B4 B3 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19 B20 B21 B23 B22 B24 B28 B27 B26 B25 2 4 6 7 8 911121314151620 21 17 2324 2 4 6 8 10 11 12 13 14 15 16 2 3 4 57689 10 11 12 LEGEND Runway 15R, 33L Boring Location (Approx.) Taxiway C, J, and J Boring Location (Approx.) A 16 Runway 7-25 Boring Location (Approx.) 3 Hangar Apron and Taxiway Boring Location (Approx.) B1 (ESP, 2012) (ESP, 2013) (ESP, 2012) (ESP, 2018) 4378 Old Santa Fe Road, San Luis Obispo, CA 93401 www.earthsystems.com (805) 544-3276 Fax (805) 544-1786 Date May 2023 Project No. 300938-010 Figure 4 EXPLORATION LOCATION MAP Santa Barbara Municipal Airport Drainage Master Plan 500 James Fowler Road Santa Barbara, California NOT TO SCALE B1, GW 5' 1, GW 9' B2, GW 6' B4, GW 7' B3, GW 7' B5, GW 7' B6, GW 7' B7, GW 7' B8, GW 7.5' B9, GW 6.5' B10, GW 7' B11, GW 7.5' B12, GW 7.5' B13, GW 7'B14, GW 6' B15, GW 5' B16, GW 5' B17, GW 6' B18, GW 6.5' B19, GW 6'B20, GW 6' B21, GW 5.5' B23, GW 6' B22, GW 7' B24, GW 6' B27, GW 5' B26, GW 5.5' B25, GW 5.5' B28, GW 6' 2, GW 8'8, GW 8' 9, GW 7' 11, GW 7.5' 13, GW 7' 14, GW 7' 15, GW 9' 16, GW 9' 20, GW 7.5' 21, GW 9' 23, GW 8.5' 12, GW 7.5'13, GW 8' 2, GW 9' 3, GW 8.5' 4, GW 8' 5, GW 8.5' 7, GW 9' 6, GW 8' 8, GW 8.5' 9, GW 6' 11, GW 8.5' 12, GW 7' LEGEND Runway 15R, 33L Boring Location (Approx.) Taxiway C, J, and J Boring Location (Approx.) A 16 Hangar Apron and Taxiway Boring Location (Approx.) 3 Runway 7-25 Boring Location (Approx.) B1 BASE MAP PROVIDED BY: GEOLOGIC MAP OF THE SANTA BARBARA COASTAL PLAIN AREA, SANTA BARBARA COUNTY, CALIFORNIA (2009) (ESP, 2012) (ESP, 2013) (ESP, 2012) (ESP, 2018) Appendix D: Existing Conditions Model Inputs
Appendix E: Water Level Time Series
Appendix F: Existing Hydrographs
Appendix F1: 5-year Fixed Backwater Results
Appendix F2: 5-year Free Results
Appendix F1: 10-year Results
Appendix G: Proposed Condition Model Inputs
Appendix H: Proposed Hydrographs
Appendix H3: 5-year Fixed Backwater Results
Appendix H2: 5-year Free Results
Appendix H3: 10-year Results
Appendix I: Alternatives Prioritization Table
Appendix J: Alternatives Matrix
Appendix K: Alternatives Model Parameters
Appendix L: Project Data Sheets
P R E P A R E D BY
9600 NE Cascades Parkway, Ste. 100
Portland, Oregon 97220
503-548-1494
www.meadhunt.com
CITY OF SANTA BARBARA
COUNCIL AGENDA REPORT
AGENDA DATE: October 15, 2024
TO: Mayor and Councilmembers
FROM: City Clerk’s Office, City Administrator’s Office
SUBJECT: Interviews for City Advisory Groups
RECOMMENDATION: That Council:
A. Hold interviews of applicants to various City Advisory Groups; and B. Continue interviews of applicants on October 22, 2024, and October 29, 2024.
DISCUSSION:
Interviews of applicants for various positions on City Advisory Groups are to be held on October 15, 2024, at an estimated time of 6:00 p.m. Applicants will also have the option to be interviewed on October 22, 2024, at 4:00 p.m. (estimated time), and on October 29, 2024, at 4:00 p.m. (estimated time).
Applicants have been notified that to be considered for appointment they must be interviewed. Applicants have been requested to prepare a two-to-three-minute verbal presentation, in response to a set of questions. Those questions are specific to the group for which they are applying. Applicants applying to more than one advisory group may have up to five minutes for their presentation. A list of eligible applicants and pertinent information about the City Advisory Groups is attached to this report.
Appointments are scheduled to take place on November 19, 2024.
ATTACHMENTS: 1. List of Applicants
2. Letter from City of Goleta dated September 30, 2024
PREPARED AND
SUBMITTED BY: Norma Welche, Deputy City Clerk
APPROVED BY: Kelly McAdoo, City Administrator
Agenda Item No. 12
File Code No. 140.05
ATTACHMENT 1
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 1
Annual Recruitment 2024
AIRPORT COMMISSION
Two vacancies.
Term Expiration: December 31, 2028
Qualifications/Categories: Qualified elector of the City or County. Appointee may not hold any full-time paid office or employment in City government, and for one year after ceasing to be a member, shall not be eligible for any salaried office or employment with the City.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Craig Bennett
City
Also applied for Water Commission
Brad Blue County
Paul Bowen County
Kevin Nichols City
Michael Ramsay City
Thomas Rauch County
Judie Stowe County
Joel Sullivan County
Craig Alexander City
Patrick Campbell County
Harry Fishbein County
Qualified Elector of the
City/County (2)
Stephen Greig County
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 2
October 9, 2024
ARCHITECTURAL BOARD OF REVIEW
Four vacancies.
Term Expiration: December 31, 2028
Qualifications/Category: Members need not be qualified electors* of the City at the time of appointment so long as they are qualified electors* of the County and remain so during their term. Members can be from one of the following categories:
- Licensed architect; or
- Professional qualifications in related fields including but not limited to:
Landscape architecture, building design, structural engineering, or industrial design. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Lauren Anderson 12/08/2020
(4 years) Licensed Architect (City)
David Black 11/12/2019
(5 years) Professional Qualifications (City)
Brian Miller Professional Qualifications (County)
Kate Novotny Professional Qualifications (City)
Steve Nuhn 06/29/2021
(3 years, 6 months) Licensed Architect (City)
Qualified Elector of
the City/County (4)
Richard Six 06/26/2018
(6 years, 6 months) Licensed Architect (City)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 3
October 9, 2024
ARTS ADVISORY COMMITTEE
Two vacancies.
Term Expiration: December 31, 2027
Qualifications/Category: Members may be residents of the South Coast area of Santa Barbara County. Members should be persons who demonstrate an interest in and commitment to cultural and arts activities. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Xochitl Tafoya
Ann A. Wellman City/County Resident
(2)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 4
October 9, 2024
BUILDING AND FIRE CODE BOARD OF APPEALS
Three vacancies.
Term Expiration: June 30, 2026; June 30, 2028
Qualifications/Category: Residents of the City or the adjoining area of Santa Barbara County who demonstrate knowledge and expertise in specialty areas governed by the construction and fire codes of the City. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
John Maloney 6/28/2016
(6 years)
Term expired 6/30/2022; continuing to
serve until successor is appointed.
City/County Resident
(3)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 5
October 9, 2024
CITIZEN’S OVERSIGHT COMMITTEE
Two vacancies.
Term Expiration: December 31, 2026
Qualifications/Categories: One appointee must be a qualified elector* of the City; remaining appointee may be an elector not living in the City. One appointee must also be a representative of the hospitality community. Appointee may not hold any full-time paid office or employment in City government, and for one year after ceasing to be a member, shall not be eligible for any salaried office or employment with the City.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Amber Marie Caldwell Current Library Advisory Committee Qualified Elector – City City Representative (City)
(1) Joanna Kaufman City
Also applied to NAC
Representative of the
Hospitality Community
– City/Non-City (1)
Chris Cline Current Creeks Advisory Committee
Member (City)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 6
October 9, 2024
COMMUNITY DEVELOPMENT AND HUMAN SERVICES COMMITTEE
Seven vacancies.
Term Expiration:
December 31, 2026 (Business Community)
December 31, 2027 (Westside/Lower Westside Neighborhood; Human Services Organization; Latino Community) December 31, 2028 (Disabled Community; Housing Authority; Downtown Area Neighborhood) Qualifications/Category: Members must be employees or residents of the designated organizations/neighborhoods and be qualified electors of the County.
Human Services Organization;
Downtown Area Neighborhood;
Business Community;
Housing Authority;
Westside/Lower Westside Neighborhood;
Latino Community; and
Disabled Community
Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Business Community (1)
Downtown Neighborhood (1)
Human Services Organization
(1)
Latino Community (1)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 7
October 9, 2024
COMMUNITY DEVELOPMENT AND HUMAN SERVICES COMMITTEE (CONT’D) Seven vacancies.
Term Expiration:
December 31, 2026 (Business Community)
December 31, 2027 (Westside/Lower Westside Neighborhood; Human Services Organization; Latino Community) December 31, 2028 (Disabled Community; Housing Authority; Downtown Area Neighborhood) Qualifications/Category: Members must be employees or residents of the designated organizations/neighborhoods and be qualified electors of the County.
Human Services Organization;
Downtown Area Neighborhood;
Business Community
Housing Authority;
Westside/Lower Westside Neighborhood;
Latino Community; and
Disabled Community
Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Westside/Lower Westside
Neighborhood (1)
Disable Community (1) Jacob Lesner-Buxton 06/27/2022
(2 years, 6 months)
Housing Authority (1) Jennifer Diaz
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 8
October 9, 2024
COMMUNITY EVENTS AND FESTIVALS COMMITTEE
One vacancy.
Term Expiration: December 31, 2027
Qualifications/Category: Members must represent the Cultural Arts. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of Vacancies)
APPLICANT Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Kerstin Caujolle
Cultural Arts (1)
Terra Taylor Also applied for Sister Cities
Board
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 9
October 9, 2024
DOWNTOWN PARKING COMMITTEE
Three vacancies.
Term Expiration: December 31, 2028
Qualifications/Categories: Member must be a qualified elector* of the City or County of Santa Barbara. Appointee may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Josue Iventura County
Matt LaBrie 12/16/2008
(16 years) City
Wesley McRae County
Qualified Elector of the
City/County (3)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 10
October 9, 2024
FIRE AND POLICE COMMISSION
Two vacancies.
Term Expiration: December 31, 2028
Qualifications/Categories: Member must be a qualified elector* of the City. Members also cannot be an individual or attorney who represents a person or entity with a pending claim or lawsuit against the Fire or Police Department, or any of their officers or employees; and cannot be any current or former law enforcement officer or firefighter, or where relevant or comparable any member of the public , who has a sustained finding of serious misconduct made by any law enforcement agency, independent investigator contracted by a public agency, or court.
Appointee may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Daniel Herlinger 12/06/2022
(2 years)
Gary Hill 12/06/2022
(2 years)
Joan Mayer
Qualified Elector of the
City (2)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 11
October 9, 2024
HARBOR COMMISSION
One vacancy.
Term Expiration: December 31, 2028
Qualifications/Categories: Member must be a qualified elector* of the City or County of Santa Barbara. Appointee may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Alexandra Benjamin City
Adam Stanowick 12/08/2020
(4 years) City Qualified Elector of the
City/County (1)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 12
October 9, 2024
HISTORIC LANDMARKS COMMISSION
Three vacancies.
Term Expiration: December 31, 2028
Qualifications/Categories: Members may be qualified electors* of the City or non-City residents, and meet one of the following qualifications:
Licensed Architect;
Professional Architectural Historian;
Licensed Landscape Architect; or
Public at Large.
o Note: Up to three new appointees can be non-city residents. Appointee may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Stephanie Farmer Non-City – public at large
Anthony Grumbine 06/06/2017
(7 years, 6 months)
Non-City – professional
architectural historian
Edwin Lenvik 12/12/2017
(7 years) City – licensed architect
Qualified Elector of the
City or Non-City
resident (3)
Thomas Sekula City – public at large
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 13
October 9, 2024
HOUSING AUTHORITY COMMISSION
One vacancy.
Term Expiration: June 30, 2026
Qualifications/Category: Members should have some interest and background in housing development, management, or other comparable experience and may be a non-City resident. Member should be a tenant who is receiving housing assistance from the Housing Authority.
Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Tenant – City/Non-City Alexis Flores City
(1)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 14
October 9, 2024
LIBRARY BOARD
One vacancy.
Term Expiration: December 31, 2028
Qualifications/Categories: Members must be qualified electors* of the City. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Margaret Crocco 12/08/2019
Qualified Elector of the City (5 years)
(1)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 15
October 9, 2024
METROPOLITAN TRANSIT DISTRICT BOARD
Two vacancies.
Term Expiration: March 6, 2029
Qualifications/Categories: Members must be residents within the Santa Barbara Metropolitan Transit District. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Ian Baucke Also applied for TCC
Sullivan Israel Also applied for:
NAC; PC; TCC
Jen Lemberger 12/08/2020
(4 years)
John Price
Also applied for Parks
and Recreation
Commission
Metropolitan Transit District
Residents (2)
David Tabor 02/11/2012
(12 years)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 16
October 9, 2024
MOSQUITO AND VECTOR MANAGEMENT DISTRICT BOARD
One vacancy.
Term Expiration: January 4, 2027
Qualifications/Categories: Member must be a registered voter of the City, or a current member of the City Council. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Registered Voter/City
Councilmember (1) - NONE -
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 17
October 9, 2024
NEIGHBORHOOD ADVISORY COUNCIL
Nine vacancies.
Term Expiration:
December 31, 2026 (Neighborhood Representative- 3)
December 31, 2027 (Neighborhood Representative- 1; and Public at large- 1) December 31, 2028 (Neighborhood Representative- 3; Public at large- 1) Qualifications/Categories: Public at large representatives may reside anywhere within City limits. Neighborhood representatives must be residents of the following neighborhoods, and no more than three members can represent one specific neighborhood:
- Eastside (2 openings);
- Lower Eastside (3 openings);
- Laguna (3 openings);
- West Downtown (3 openings);
- Westside (3 opening);
- Lower Westside (3 openings); and
- Public at Large (2 openings).
Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Ray Fazendin Lower Eastside Neighborhood
Sullivan Israel
Eastside Neighborhood
Also applied for:
MTD Board; PC; TCC
Joanna Kaufman
Laguna Neighborhood
Also applied for Citizens’
Oversight Committee
Javier Limon Lower Westside Neighborhood
Neighborhood
Representative or
Public at Large (9)
Peter Smith Westside Neighborhood
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 18
October 9, 2024
PARKS AND RECREATION COMMISSION
Four vacancies + Youth Intern.
Term Expiration:
June 30, 2025 (Youth Intern**); and
December 31, 2025 (1); December 31, 2026 (1); and December 31, 2028 (2) Qualifications/Categories: Members of the Commission must be qualified electors* of the City. **Youth Intern: One youth intern who is not a member of the Commission and is a high school student volunteer who resides within the Santa Barbara High School District or attends other high schools within the City limits and is nominated by the principal of the student’s high school. The student shall be either in their junior or senior year of high school and shall be and remain a student in good standing as is determined by the high school. A student that graduates shall not serve for more than three (3) months following graduation. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Youth Intern (1) NONE
Nichol Clark 06/24/2014
(10 years, 6 months)
Qualified Elector of Rob Nielsen
the City (4)
John Price Also applied for MTD Board
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 19
October 9, 2024
PLANNING COMMISSION
Two vacancies.
Term Expiration: December 31, 2028
Qualifications/Categories: Members must be qualified electors* of the City. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Jason Dominguez
Sullivan Israel Also applied for:
MTD Board; NAC; TCC
Teri Jory Current MVMDB
incumbent
Benjamin Peterson
Mark Philibosian
Fred Sweeney
Qualified Elector of the City
(2)
Lesley Wiscomb 12/31/2016
(8 years)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 20
October 9, 2024
RENTAL HOUSING MEDIATION BOARD
Five vacancies.
Term Expiration:
December 31, 2027 (Tenant Mediator- 1; Landlord Mediator- 1) December 31, 2028 (Homeowner Mediator- 2; Landlord Mediator- 1) Qualifications/Categories: The majority of members (8) must be residents of the City of Santa Barbara. Non-City resident members must reside in a jurisdiction which contracts with the Rental Housing Mediation Program for services (currently Goleta and Carpinteria). Members must represent one of the following specific categories:
Landlord Mediator who owns or manages residential properties for consideration or compensation, whether single or multiple units;
Tenant Mediator who rents or leases a dwelling with no ownership of residential properties; or Homeowner Mediator who owns their residence and may not own another residential property. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Landlord Mediator
– City/County (2) Richard Axilrod 12/11/2012
(12 years)
Tenant Mediator –
City/County (1) Danielle Broder
Justin Dullum
12/06/2008
Homeowner (16 years)
Mediator –
City/County (2) Cindy McCann 06/28/2022
(2 years, 6 months)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 21
October 9, 2024
SANTA BARBARA YOUTH COUNCIL
Four vacancies.
Term Expiration:
June 30, 2025 (SBUSD High School student- 1)
June 30, 2026 (SBUSD High School student- 1; Local Alt/Com/Cont’n School students- 2) Qualifications/Categories: Members must be between the ages of 13-19 years and may be residents of the City or County. Majority of members must be City residents. Members must represent the following:
Two members must be students attending a Santa Barbara Union School District high school:
o San Marcos High School, Santa Barbara High School, and Dos Pueblos High School. No more than 3 members can be from any one High School:
SMHS (1 opening) ;SBHS (1 opening); DPHS (no openings); and Two members must be students from a local alternative, community, or continuation high school. Note: Up to 3 new members may be County residents.
Applicants must appear for an interview before the Santa Barbara Youth Council and City Council.
CATEGORY
(Number of
Vacancies) APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Luca Flagiello SBHS (City)
Nicholas Gaston SBHS (City)
Erick Gonzalez SBHS (City)
Rumi Jahangir-Arshad SMHS (County)
Victoria Martinez SMHS (County)
SBUSD High School –
City/County (2)
Sophia Mills SBHS (County)
Local Alternative/
Community/
Continuation School
– City/County (2)
Micaela White SBCC/Dual Enrollment (City)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 22
October 9, 2024
SINGLE FAMILY DESIGN BOARD
One vacancy.
Term Expiration: June 30, 2027
Qualifications/Category: Members must be residents of the County of Santa Barbara and meet one of the following categories:
Appointee must possess professional qualifications in fields related to architecture, including but not limited to, architecture or landscape architecture, including, but not limited to, building design, structural engineering, industrial design, urban planning, or landscape contracting; or Appointee must be a Licensed Architect; or
Appointee must represent the Public at Large.
Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Professional Christopher Richards Licensed Architect
Qualifications;
Licensed Architect; or
Public at Large (1)
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 23
October 9, 2024
SISTER CITIES BOARD
Two vacancies.
Term Expiration: December 31, 2028
Qualifications/Category: Member may be a resident of the adjoining areas of Santa Barbara County. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
William Tyler Head Also applied for Water Commission
Mary McMahon
Margaret Saavedra 12/08/2020
(4 years)
County Residents (2)
Terra Taylor Also applied for Com Events &
Festivals Cte
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 24
October 9, 2024
TRANSPORTATION AND CIRCULATION COMMITTEE
Two vacancies.
Term Expiration: December 31, 2028
Qualifications/Category: Members may be residents of Santa Barbara County. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Ian Baucke City
Also applied for MTD Board
Sullivan Israel
City
Also applied for:
MTD Board; NAC; PC
Sarah Siedschlag 06/08/2022
(2 years, 6 months) City
City/County Residents
(2)
Thomas Trappler City
*Registered voter in the City/County of Santa Barbara
who is a US citizen aged 18 years or older. 25
October 9, 2024
WATER COMMISSION
Two vacancies.
Term Expiration: December 31, 2028
Qualifications/Category: Members must be qualified electors* of the City. Appointees may not hold any full-time paid office or employment in City government.
CATEGORY
(Number of
Vacancies)
APPLICANT
Incumbent
Appt. Dates
(Years Served)
Applicant’s
Preference
(1st, 2nd, 3rd)
Notes
Craig Bennett Also applied for Airport Commission
David Davis 06/23/2015
(9 years, 6 months)
William Tyler Head Also applied for Sister Cities Board Qualified Elector of the
City (2)
Cora Snyder 06/29/2021
(3 years, 6 months)
ATTACHMENT 2