Belmont City Council
February 27, 2024

SEQUOIA AVENUE ALL VIEW WAY MONTE CRESTA G
DRIVE
SEQUOI SEQU2 1,000 24 24,000 R AC/AC 92 88 94 $14,536 26,081 LIGHT MAINTENANCE

SHARON AVENUE ALAMEDA DE LAS G
PULGAS

CORONET

BOULEVARD
SHARON SHARON 290 22 6,380 R AC/AC 93 88 94 $3,864 23,730 LIGHT MAINTENANCE

SOHO CIRCLE HALLMARK DRIVE END OF CUL DE J
SAC
SOHO SOHO 120 32 3,840 R AC 83 78 86 $2,326 28,970 LIGHT MAINTENANCE TALBRYN DRIVE PALOMA AVENUE ARDEN LN TALBRY TALB1A 1,325 19 25,175 R AC E 91 85 92 $15,247 24,347 LIGHT MAINTENANCE

WALTHAM CROSS COMSTOCK J
CIRCLE
2748 WALTHAM
CROSS
WALTHA WALTH1 1,000 31 31,000 R AC 93 86 92 $18,775 21,178 LIGHT MAINTENANCE WALTHAM CROSS 2748 WALTHAM J
CROSS
ST. JAMES
ROAD
WALTHA WALTH2 435 31 13,485 R AC 86 81 89 $8,168 27,367 LIGHT MAINTENANCE

WATERLOO COURT HALLMARK DRIVE END OF CUL DE J
SAC
WATERL WATERL 700 32 22,400 R AC 86 81 89 $13,567 27,367 LIGHT MAINTENANCE WEMBERLY DRIVE HALLMARK DRIVE ST. JAMES J
ROAD
WEMBER WEMB2 1,000 31 31,000 R AC/AC 91 87 93 $18,775 27,311 LIGHT MAINTENANCE Treatment Total $458,480
ACADEMY AVENUE s/o BELBURN F
DRIVE
s/o ALDEN
DRIVE
ACAAV ACAAV2 540 29 15,660 R AC/AC 74 79 81 $92 1,193,601 SEAL CRACKS

ALAMEDA DE LAS K
PULGAS

CARLMONT DRIVE CHULA VISTA
DRIVE
ALAMED ALAM9 1,650 48 79,200 A AC 50 87 88 $127 2,383,561 SEAL CRACKS ALHAMBRA DRIVE BARCLAY WAY DEAD END ALHAMB ALHA1 1,450 22 31,900 R AC G 24 86 87 $109 682,878 SEAL CRACKS ALOMAR WAY LADERA WAY EL VERANO WAY ALOMAR ALOMAR 725 27 19,575 R AC F 17 86 87 $67 682,878 SEAL CRACKS

ANITA AVENUE MALCOLM D
AVENUE

END OF CUL DE
SAC
ANIAV ANI2 540 29 15,660 R AC/AC 79 82 83 $71 1,377,569 SEAL CRACKS

ARBOR AVENUE NOTRE DAME F
AVENUE
FAIRWAY DRIVE ARBOR ARBO1 950 20 19,000 R AC 17 86 87 $65 682,878 SEAL CRACKS BARCLAY WAY SEQUOIA WAY SAN ARDO WAY BARCLA BARC2 1,500 22 33,000 R AC/AC G 42 87 88 $39 1,959,263 SEAL CRACKS

BELMONT CANYON H
ROAD

RALSTON AVENUE

MIDDLE INT

HILLCREST
DRIVE
BELMON BELM2 425 29 12,325 R AC 43 87 88 $15 1,959,263 SEAL CRACKS

BELMONT CANYON H
ROAD
HILLCREST DRIVE 2744 BELMONT

CANYON ROAD
BELMON BELM3 950 26 24,700 R AC/AC 79 83 85 $94 1,582,246 SEAL CRACKS Interest: 0.00%
CITY OF BELMONT Scenarios - Sections Selected for Treatment Inflation: 3.50% Printed: 2/8/2022
Scenario: PTAP 22 - S5: Unconstrained Funding
Scenarios Criteria:
** - Treatment from Project Selection 20 MTC StreetSaver 266
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026

BROADWAY SIXTH AVENUE SUNNYSLOPE E
AVENUE
BROADW BROA2 300 30 9,000 R AC 10 86 87 $31 682,878 SEAL CRACKS

BUCKLAND AVENUE TALBRYN DRIVE SAN CARLOS E

CITY LIMIT
BUCKLA BUCKLA 350 30 10,500 R AC 45 87 88 $13 1,959,263 SEAL CRACKS CARLMONT DRIVE LAKE ROAD 2601 CARLMONT K
DR
CARLMO CARL4 1,550 40 62,000 R AC 56 87 88 $73 1,959,263 SEAL CRACKS

CHRISTIAN COURT CHRISTIAN DRIVE END OF CUL DE H
SAC
CHRCT CHRCT 390 32 12,480 R AC 64 87 88 $15 1,959,263 SEAL CRACKS CHULA VISTA DRIVE 1251 CHULA VISTA E

DRIVE / COP
SOLANA DRIVE CHULA CHUL1B 470 27 12,690 C AC 83 84 86 $52 1,656,623 SEAL CRACKS

CHULA VISTA DRIVE SOLANA DRIVE FERNWOOD E
WAY
CHULA CHUL2A 800 40 32,000 C AC/AC 80 81 82 $162 998,943 SEAL CRACKS

CORONET BOULEVARD ALAMEDA DE LAS G
PULGAS
LYON AVENUE CORONE CORO1 950 22 20,900 R AC/AC 79 83 84 $85 1,444,513 SEAL CRACKS CORONET BOULEVARD ARTHUR AVENUE PRINDLE ROAD CORONE CORO3 1,550 22 34,100 R AC/AC G 42 87 88 $40 1,959,263 SEAL CRACKS COURTLAND ROAD VINE STREET DEAD END COURTL COURTL 800 26 20,800 R AC E 75 78 80 $124 1,239,330 SEAL CRACKS CYPRESS AVENUE MIDDLE ROAD LAUREL AVENUE CYPRES CYPRES 350 25 8,750 A AC D 71 72 75 $70 779,730 SEAL CRACKS

DALE VIEW AVENUE HILLER STREET OLD COUNTY C
ROAD
DALE DALE2 460 34 15,640 C AC 84 85 87 $58 1,991,094 SEAL CRACKS

DEBBIE LANE SOUTH ROAD END OF CUL DE D
SAC
DEBBIE DEBBIE 220 27 5,940 R AC/AC 74 77 79 $39 732,901 SEAL CRACKS

DIONNE COURT SKYMONT DRIVE END OF CUL DE H
SAC
DIONNE DIONNE 120 37 4,440 R AC 45 87 88 $6 1,959,263 SEAL CRACKS ELMER STREET RALSTON AVENUE O'NEILL AVENUE ELMER ELMER 850 30 25,500 C AC 42 85 86 $72 1,202,976 SEAL CRACKS EL VERANO WAY MAYWOOD DRIVE LADERA WAY ELVER ELV2 750 27 20,250 R AC/AC E 79 83 85 $77 1,593,181 SEAL CRACKS

EL VERANO WAY LADERA WAY ALAMEDA DE E

LAS PULGAS
ELVER ELV3 250 40 10,000 R AC/AC 79 83 85 $38 1,593,181 SEAL CRACKS

ENGLISH CT HARBOR

BOULEVARD
WEST END ENGLISH ENGL1 221 34 7,514 R AC 63 67 70 $69 542,906 SEAL CRACKS

FAIRWAY DRIVE NOTRE DAME F
AVENUE
ARBOR AVENUE FAIRWA FAIRWA 1,400 20 28,000 R AC 64 87 88 $33 1,959,263 SEAL CRACKS FURLONG STREET RALSTON AVENUE O'NEILL AVENUE FURLON FURLON 800 29 23,200 R AC/AC B 70 75 77 $162 1,142,678 SEAL CRACKS

GORDON AVENUE CYPRESS
AVENUE
HILL STREET GORDON GORDON 425 33 14,025 R AC 76 80 82 $77 1,033,396 SEAL CRACKS

HARBOR BOULEVARD SUNNYSLOPE E
AVENUE
MOLITOR ROAD HARBOR HARB3 670 25 16,750 C AC/AC 48 85 86 $48 1,202,976 SEAL CRACKS IRWIN STREET RALSTON AVENUE O'NEILL AVENUE IRWIN IRWIN 825 29 23,925 R AC/AC B 80 82 84 $103 1,296,055 SEAL CRACKS

KORBEL WAY SOUTH ROAD END OF CUL DE D
SAC
KORBEL KORBEL 220 22 4,840 R AC 22 86 87 $17 682,878 SEAL CRACKS LAKE ROAD CARLMONT DRIVE LYALL WAY LAKE LAKE 450 31 13,950 R AC/AC K 72 76 78 $95 890,830 SEAL CRACKS LASSEN DRIVE NB 1117 LASSEN J
DRIVE
TAHOE AVENUE LASSEN NB LASS020 650 20 13,000 R AC/AC 58 87 88 $16 1,959,263 SEAL CRACKS

LINCOLN AVENUE ALL VIEW WAY NEWLANDS G
AVENUE
LINCOL LINC3 925 23 21,275 R AC 57 87 88 $25 1,959,263 SEAL CRACKS Interest: 0.00%
CITY OF BELMONT Scenarios - Sections Selected for Treatment Inflation: 3.50% Printed: 2/8/2022
Scenario: PTAP 22 - S5: Unconstrained Funding
Scenarios Criteria:
** - Treatment from Project Selection 21 MTC StreetSaver 267
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026

LYON AVENUE ALAMEDA DE LAS G
PULGAS

CORONET

BOULEVARD
LYON LYON2 1,125 22 24,750 R AC/AC 85 89 90 $1 279,032,606 SEAL CRACKS MALCOLM AVENUE RUTH AVENUE ANITA AVENUE MALCOL MALC2 1,400 26 36,400 R AC D 55 87 88 $43 1,959,263 SEAL CRACKS

MERRY MOPPET LANE LYALL WAY CARLMONT K
DRIVE
MERRY MERR010 675 17 11,475 R AC/AC 86 89 89 $2 35,546,762 SEAL CRACKS

MEZES AVENUE DEAD END NOTRE DAME G
AVENUE
MEZES MEZE1 1,015 22 22,330 R AC 46 87 88 $27 1,959,263 SEAL CRACKS

MEZES AVENUE NOTRE DAME F
AVENUE

ALAMEDA DE

LAS PULGAS
MEZES MEZE2 1,400 20 28,000 R AC/AC 41 87 88 $33 1,959,263 SEAL CRACKS MIRAMAR TERRACE SOUTH ROAD HOLLY ROAD MIRAMA MIRAMA 1,204 23 27,692 R AC/AC D 42 87 88 $33 1,959,263 SEAL CRACKS

MONTE CRESTA DRIVE SAN JUAN G

BOULEVARD
BARCLAY WAY MONTE MONT1 1,600 22 35,200 R AC 45 87 88 $42 1,959,263 SEAL CRACKS

NOTRE DAME AVENUE MILLER AVENUE ALAMEDA DE D

LAS PULGAS
NOTRE NOTR4B 790 20 15,800 C AC 86 88 89 $49 2,390,666 SEAL CRACKS

ONEILL AVE SIXTH AVENUE E
(W)

SUNNYSLOPE
AVENUE
ONEIL ONE030 300 28 8,400 R AC 85 88 89 $25 2,266,435 SEAL CRACKS ONEILL AVE OLD COUNTY 4
ROAD
ELMER ST ONEIL ONE200 400 22 8,800 R AC 63 66 69 $82 481,113 SEAL CRACKS ONEILL AVE FURLONG 4
STREET

GRANADA
STREET
ONEIL ONE220 233 17 3,961 R AC/AC 81 84 85 $14 2,026,896 SEAL CRACKS ONEILL AVE GRANADA 4
STREET
HILLER STREET ONEIL ONE230 238 17 4,046 R AC/AC 73 77 79 $26 1,255,123 SEAL CRACKS ONEILL AVE HILLER STREET IRWIN STREET ONEIL ONE240 238 17 4,046 R AC/AC 4 82 84 86 $13 2,257,091 SEAL CRACKS ONEILL AVE IRWIN STREET JUDSON 4
STREET
ONEIL ONE250 237 17 4,029 R AC/AC 77 81 82 $21 1,505,958 SEAL CRACKS ONEILL AVE JUDSON STREET KEDITH STREET ONEIL ONE260 235 17 3,995 R AC/AC 4 75 79 81 $24 1,360,671 SEAL CRACKS ONEILL AVE KEDITH STREET DAIRY LANE ONEIL ONE270 154 35 5,390 R AC/AC 4 83 85 86 $15 2,556,123 SEAL CRACKS PALM AVENUE (FIFTH) ONEIL AVE COP 100' N/O E

ONEIL AVE
PALM PALM010 100 14 1,400 R AC 19 86 87 $5 682,878 SEAL CRACKS

RALSTON AVENUE, EB HALLMARK DRIVE BELMONT J

CANYON ROAD
RALSE EB RALS020 1,050 23 24,150 A AC 82 83 84 $109 1,926,095 SEAL CRACKS

RALSTON AVENUE, EB CHULA VISTA E
DRIVE
SOUTH ROAD RALSE EB RALS110 1,600 23 36,800 A AC 71 87 88 $59 2,383,561 SEAL CRACKS

RALSTON AVENUE, WB DAVIS DRIVE BELMONT H

CANYON ROAD
RALSE WB RALS170 1,800 25 45,000 A AC 84 84 86 $183 2,058,118 SEAL CRACKS

RALSTON AVENUE, WB BELMONT H

CANYON ROAD

HALLMARK
DRIVE
RALSE WB RALS180 1,075 25 26,875 A AC 84 84 86 $110 2,058,118 SEAL CRACKS

RALSTON AVENUE, WB HALLMARK DRIVE CHRISTIAN H
DRIVE
RALSE WB RALS190 2,150 25 53,750 A AC 79 79 81 $308 938,620 SEAL CRACKS ROBERT AVENUE SKYMONT DRIVE BISHOP ROAD ROBERT ROBERT 120 32 3,840 R AC H 60 87 88 $5 1,959,263 SEAL CRACKS ROSS STREET WINDING WAY NORTH ROAD ROSS ROSS 275 21 5,775 R AC/AC D 46 87 88 $7 1,959,263 SEAL CRACKS

SAN JUAN BOULEVARD MONTE CRESTA G
DRIVE

EAST LAUREL

CREEK ROAD
SANJU SAN2 2,000 26 52,000 C AC 46 85 86 $147 1,202,976 SEAL CRACKS

SEM LANE DEAD END SHOREWAY A
DRIVE
SEM SEM 650 36 23,400 R AC/AC 61 66 69 $193 604,722 SEAL CRACKS Interest: 0.00%
CITY OF BELMONT Scenarios - Sections Selected for Treatment Inflation: 3.50% Printed: 2/8/2022
Scenario: PTAP 22 - S5: Unconstrained Funding
Scenarios Criteria:
** - Treatment from Project Selection 22 MTC StreetSaver 268
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026
SIXTH AVENUE LANE STREET E STREET SIXTH SIXT6B 300 20 6,000 A AC E 77 77 79 $38 902,763 SEAL CRACKS

SIXTH AVENUE E STREET SAN CARLOS E

CITY LIMIT
SIXTH SIXT7 575 31 17,825 A AC 80 80 82 $98 943,157 SEAL CRACKS

SKYMONT DRIVE MARSTEN H
AVENUE
DEAD END SKYDR SKYDR 1,350 32 43,200 R AC 61 65 68 $411 463,988 SEAL CRACKS

SOLANA DRIVE SOLANA COURT END OF CUL DE E
SAC
SOLDR SOLD2 800 27 21,600 R AC/AC 40 87 88 $26 1,959,263 SEAL CRACKS

SOUTH ROAD MIDDLE ROAD COLLEGE VIEW D
WAY
SOUTH SOUT1 1,020 22 22,440 C AC/AC 77 78 80 $136 862,438 SEAL CRACKS

SOUTHVIEW COURT SOUTH ROAD END OF CUL DE D
SAC
SOUTHV SOUTHV 450 28 12,600 R AC/AC 63 68 71 $103 712,986 SEAL CRACKS ST. JAMES ROAD WALTHAM CROSS REFUGE J

BOUNDARY
STJA ST2 600 40 24,000 R AC/AC 47 87 88 $29 1,959,263 SEAL CRACKS ST. JAMES ROAD REFUGE J

BOUNDARY

ENTRANCE TO

FOX SCHOOL
STJA ST3 1,850 40 74,000 R AC 46 87 88 $87 1,959,263 SEAL CRACKS

VILLA AVENUE ACADEMY F
AVENUE
BELBURN DRIVE VILLA VILLA1 1,150 29 33,350 R AC/AC 70 75 77 $237 946,512 SEAL CRACKS Treatment Total $5,020

ALTURA WAY SOLANO DRIVE END OF CUL DE E
SAC
ALTURA ALTURA R AC/AC $374,703 3,869 RECONSTRUCT

STRUCTURE (AC)
675 27 18,225 34 25 100

JULIA COURT MALCOLM D
AVENUE

END OF CUL DE
SAC
JULIA JULIA R AC/AC $89,436 3,869 RECONSTRUCT

STRUCTURE (AC)
150 29 4,350 34 25 100
MASONIC WAY HILLER STREET 610 MASONIC C

WAY / COP
MASONI MASO1 R AC $361,853 3,869 RECONSTRUCT

STRUCTURE (AC)
400 44 17,600 34 23 100

NORTH ROAD BERESFORD D
STREET
IRENE COURT NORTH NORT2 R AC/AC $102,799 3,869 RECONSTRUCT

STRUCTURE (AC)
125 40 5,000 34 25 100
ST. JAMES ROAD COMSTOCK J
CIRCLE

WALTHAM
CROSS
STJA ST1 R AC $929,303 3,869 RECONSTRUCT

STRUCTURE (AC)
1,130 40 45,200 6 0 100

SUNNYSLOPE AVENUE O'NEILL AVENUE HARBOR E

BOULEVARD
SUNNYS SUNN1 R AC $536,611 3,869 RECONSTRUCT

STRUCTURE (AC)
870 30 26,100 8 0 100

SUNNYSLOPE AVENUE HARBOR E

BOULEVARD
1572

SUNNYSLOPE
AVENUE
SUNNYS SUNN2A R AC $2,467,175 3,869 RECONSTRUCT

STRUCTURE (AC)
600 200 120,000 15 1 100
TALBRYN DRIVE 1320 TALBRYN E
DRIVE

BUCKLAND
AVENUE
TALBRY TALB2 R AC $206,092 3,869 RECONSTRUCT

STRUCTURE (AC)
358 28 10,024 23 10 100
VALDEZ AVENUE FERNWOOD WAY EL VERANO WAY VALDEZ VALDEZ R AC E $499,603 3,869 RECONSTRUCT

STRUCTURE (AC)
900 27 24,300 28 16 100
Treatment Total $5,567,575
Year 2026 Area Total 2,647,507 Year 2026 Total $7,192,431 Grand Total Section Area: 11,938,642 Grand Total $35,823,901 Interest: 0.00%
CITY OF BELMONT Scenarios - Sections Selected for Treatment Inflation: 3.50% Printed: 2/8/2022
Scenario: PTAP 22 - S5: Unconstrained Funding
Scenarios Criteria:
** - Treatment from Project Selection 23 MTC StreetSaver 269
Pavement Management Technical Assistance (P‐TAP) Round 22 SECTION V
 Backup Information
o M&R Information
270

SECTION V – BACKUP INFORMATION
Historical M&R Information
271

CITY OF BELMONT
Printed: 4/25/2022
M & R History
Comments
AC F
Width
Maintenance
Date
St ID Sec ID Street Name
ACAAV ACAAV1 ACADEMY AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

RALSTON AVENUE
End Location
s/o BELBURN DRIVE 500 30 15,000
Length Area
Surface
Type
Pre-Combine?
Area ID
85 Current
PCI
07/15/2018 DEEP PATCH 0 0 35 49 $0
07/30/2018 SLURRY SEAL 0 0 49 63 $0 2018 Water Sewer Project Comments
AC F
Width
Maintenance
Date
St ID Sec ID Street Name
ACAAV ACAAV3 ACADEMY AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
s/o ALDEN ST
End Location
END OF ONE WAY 1,225 23 28,175
Length Area
Surface
Type
Pre-Combine?
Area ID
80 Current
PCI
09/09/2021 SLURRY SEAL 0 0 71 80 $0
Comments
AC F
Width
Maintenance
Date
St ID Sec ID Street Name
ACACT ACACT ACADEMY COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

ACADEMY AVENUE
End Location
ACADEMY AVENUE 365 16 5,840
Length Area
Surface
Type
Pre-Combine?
Area ID
73 Current
PCI
09/09/2021 SLURRY SEAL 0 0 64 74 $0
Comments
AC/AC
Width
Maintenance
Date
St ID Sec ID Street Name
ALDCT ALDCT ALDEN COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

ALDEN STREET
End Location
END OF CUL DE SAC 190 25 4,750
Length Area
Surface
Type
Pre-Combine?
Area ID
82 Current
PCI
09/09/2021 SLURRY SEAL 0 0 75 83 $0
Comments

AC/AC F
Width
Maintenance
Date
St ID Sec ID Street Name
ALDST ALDST ALDEN STREET Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

AVON STREET
End Location

ALAMEDA DE LAS
PULGAS
1,300 29 37,700
Length Area
Surface
Type
Pre-Combine?
Area ID
82 Current
PCI
09/09/2021 SLURRY SEAL 0 0 75 83 $0
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
1 MTC StreetSaver 272
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
ALLVI ALL1 ALL VIEW WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

LINCOLN AVENUE
End Location
SEQUOIA AVENUE 250 23 5,750
Length Area
Surface
Type
Pre-Combine?
Area ID
77 Current
PCI
09/09/2021 SLURRY SEAL 0 0 69 78 $0
Comments
AC F
Width
Maintenance
Date
St ID Sec ID Street Name
ARBOR ARBO2 ARBOR AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

FAIRWAY DRIVE
End Location

ALAMEDA DE LAS
PULGAS
1,200 21 25,200
Length Area
Surface
Type
Pre-Combine?
Area ID
72 Current
PCI
09/09/2021 HEAVY MAINTENANCE 0 0 62 72 $0 Data entered after subsequent information recorded.

Comments
AC E
Width
Maintenance
Date
St ID Sec ID Street Name
ARDEN ARDEN ARDEN LANE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

TALBRYN DRIVE
End Location
VINE STREET 650 26 16,900
Length Area
Surface
Type
Pre-Combine?
Area ID
87 Current
PCI
07/15/2018 SLURRY SEAL 0 0 73 81 $0
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
ARTHUR ARTHUR ARTHUR AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

ALAMEDA DE LAS
PULGAS
End Location

CORONET

BOULEVARD
1,000 22 22,000
Length Area
Surface
Type
Pre-Combine?
Area ID
80 Current
PCI
07/15/2018 SLURRY SEAL 0 0 65 75 $0 Slurry Sealed as part of MidPeninsula’s 2017-2018 Karen, Mezes, Folger, Arthur and South
Water Main Improvements Project
09/09/2021 SLURRY SEAL 0 0 71 80 $0
Comments

AC/AC F
Width
Maintenance
Date
St ID Sec ID Street Name
AVON AVON2 AVON AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

BELBURN DRIVE
End Location
FAIRWAY DRIVE 750 29 21,750
Length Area
Surface
Type
Pre-Combine?
Area ID
84 Current
PCI
09/09/2021 SLURRY SEAL 0 0 77 85 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
2 MTC StreetSaver 273
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
BAY BAY BAY COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

EAST LAUREL CREEK
ROAD
End Location
LONGFELLOW DRIVE 250 22 5,500
Length Area
Surface
Type
Pre-Combine?
Area ID
71 Current
PCI
09/09/2021 SLURRY SEAL 0 0 61 71 $0
Comments

AC/AC D
Width
Maintenance
Date
St ID Sec ID Street Name
BAYVIE BAYV1 BAYVIEW AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

END OF CUL DE SAC
End Location
MILLER AVENUE 650 19 12,350
Length Area
Surface
Type
Pre-Combine?
Area ID
66 Current
PCI
09/09/2021 SLURRY SEAL 0 0 55 67 $0
Comments

AC/AC D
Width
Maintenance
Date
St ID Sec ID Street Name
BAYVIE BAYV2 BAYVIEW AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

MILLER AVENUE
End Location
FOREST AVENUE 1,200 19 22,800
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
06/15/2019 AC OVERLAY 0 0.5 41 100 $250 Sealing cracks near intersection Comments

AC/AC F
Width
Maintenance
Date
St ID Sec ID Street Name
BELBUR BELB1 BELBURN DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

NOTRE DAME
AVENUE
End Location
ACADEMY AVENUE 1,500 30 45,000
Length Area
Surface
Type
Pre-Combine?
Area ID
89 Current
PCI
07/15/2018 DEEP PATCH 0 0 82 85 $0
07/30/2018 SLURRY SEAL 0 0 85 91 $0 2018 Sewer-Water Project Comments

AC/AC F
Width
Maintenance
Date
St ID Sec ID Street Name
BELLE BELLE BELLE MONTI AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

NOTRE DAME
AVENUE
End Location

ALAMEDA DE LAS
PULGAS
950 20 19,000
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
06/15/2019 AC OVERLAY 0 0 60 100 $0 NULL,
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
3 MTC StreetSaver 274
Comments
AC H
Width
Maintenance
Date
St ID Sec ID Street Name
BELMON BELM1 BELMONT CANYON
ROAD
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

RALSTON AVENUE

EAST INT
End Location

BELMONT CANYON
ROAD
2,640 24 63,360
Length Area
Surface
Type
Pre-Combine?
Area ID
58 Current
PCI
09/09/2021 HEAVY MAINTENANCE 0 0 42 58 $0 Data entered after subsequent information recorded.

Comments
AC H
Width
Maintenance
Date
St ID Sec ID Street Name
BELMON BELM2 BELMONT CANYON
ROAD
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

RALSTON AVENUE

MIDDLE INT
End Location
HILLCREST DRIVE 425 29 12,325
Length Area
Surface
Type
Pre-Combine?
Area ID
42 Current
PCI
10/19/2021 DEEP PATCH 0 0 17 43 $0
Comments

AC/AC H
Width
Maintenance
Date
St ID Sec ID Street Name
BERESF BERESF BERESFORD AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HILLCREST DRIVE
End Location

LOWER LOCK
AVENUE
1,000 26 26,000
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
03/19/2021 FDR WITH HMA OVERLAY 0 0 17 100 $0
09/09/2021 HEAVY REHABILITATION 0 0 94 100 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
BETTIN BETTIN BETTINA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

SAN MATEO CITY
LIMIT
End Location
THURM AVENUE 450 22 9,900
Length Area
Surface
Type
Pre-Combine?
Area ID
67 Current
PCI
09/09/2021 SLURRY SEAL 0 0 56 68 $0
Comments

AC/AC C
Width
Maintenance
Date
St ID Sec ID Street Name
BIDDUL BIDDUL BIDDULPH WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HILLER STREET
End Location

ENTRANCE TO MAE

NESBIT SCHOOL
110 29 3,190
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
03/19/2021 RECONSTRUCT SURFACE (AC) 0 0 13 100 $0
09/09/2021 HEAVY REHABILITATION 0 0 94 100 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
4 MTC StreetSaver 275
Comments

AC/AC H
Width
Maintenance
Date
St ID Sec ID Street Name
BISHOP BISHOP BISHOP ROAD Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

ROBERT AVENUE
End Location
BISHOP ROAD 1,850 26 48,100
Length Area
Surface
Type
Pre-Combine?
Area ID
75 Current
PCI
09/09/2021 SLURRY SEAL 0 0 67 76 $0
Comments

AC/AC C
Width
Maintenance
Date
St ID Sec ID Street Name
BRIARF BRIARF BRIARFIELD WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CHESTERTON
AVENUE
End Location
HILLER STREET 425 34 14,450
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
09/09/2021 SLURRY SEAL 0 0 87 93 $0
Comments
AC C
Width
Maintenance
Date
St ID Sec ID Street Name
BRIARW BRIARW BRIARWOOD WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

SEAGATE WAY
End Location
OXFORD WAY 385 33 12,705
Length Area
Surface
Type
Pre-Combine?
Area ID
90 Current
PCI
09/09/2021 SLURRY SEAL 0 0 85 91 $0
Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
BRIDGE BRIDGE BRIDGE COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HASTINGS DRIVE
End Location
DEAD END 250 20 5,000
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 64 74 $0
Comments

AC/AC E
Width
Maintenance
Date
St ID Sec ID Street Name
BROADW BROA1 BROADWAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

EL CAMINO REAL
End Location
SIXTH AVENUE 500 50 25,000
Length Area
Surface
Type
Pre-Combine?
Area ID
83 Current
PCI
09/09/2021 SLURRY SEAL 0 0 75 84 $0
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
BUENA BUEN1 BUENA VISTA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CIPRIANI BOULEVARD
End Location
2329 BUENA VISTA
AVENUE
800 20 16,000
Length Area
Surface
Type
Pre-Combine?
Area ID
78 Current
PCI
09/09/2021 SLURRY SEAL 0 0 70 79 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
5 MTC StreetSaver 276
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
BUENA BUEN2 BUENA VISTA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
2329 BUENA VISTA
AVENUE
End Location
NEWLANDS AVENUE 400 20 8,000
Length Area
Surface
Type
Pre-Combine?
Area ID
73 Current
PCI
09/09/2021 SLURRY SEAL 0 0 64 74 $0
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
BUENA BUEN3 BUENA VISTA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

NEWLANDS AVENUE
End Location
CIPRIANI BOULEVARD 570 22 12,540
Length Area
Surface
Type
Pre-Combine?
Area ID
55 Current
PCI
09/09/2021 SLURRY SEAL 0 0 36 56 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
BUENA BUEN4 BUENA VISTA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CIPRIANI BOULEVARD
End Location
2511 BUENA VISTA
AVENUE
400 32 12,800
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
03/19/2021 FDR WITH HMA OVERLAY 0 0 10 100 $0
09/09/2021 HEAVY REHABILITATION 0 0 94 100 $0
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
BUENA BUEN5 BUENA VISTA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
2511 BUENA VISTA
AVENUE
End Location
MONSERAT AVENUE 450 45 20,250
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
03/19/2021 FDR WITH HMA OVERLAY 0 0 3 100 $0
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
CARLMO CARL 2 CARLMONT DRIVE Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HASTINGS DRIVE
End Location
MERRY MOPPET LN 600 40 24,000
Length Area
Surface
Type
Pre-Combine?
Area ID
80 Current
PCI
09/09/2021 SLURRY SEAL 0 0 72 81 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
6 MTC StreetSaver 277
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
CARLMO CARL 3 CARLMONT DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

MERRY MOPPET LN
End Location
LAKE RD 800 40 32,000
Length Area
Surface
Type
Pre-Combine?
Area ID
82 Current
PCI
09/09/2021 SLURRY SEAL 0 0 75 83 $0
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
CARLMO CARL1 CARLMONT DRIVE Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

ALAMEDA DE LAS
PULGAS
End Location
HASTINGS DRIVE 800 40 32,000
Length Area
Surface
Type
Pre-Combine?
Area ID
90 Current
PCI
09/09/2021 SLURRY SEAL 0 0 84 91 $0
Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
CARLMO CARL4 CARLMONT DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

LAKE ROAD
End Location
2601 CARLMONT DR 1,550 40 62,000
Length Area
Surface
Type
Pre-Combine?
Area ID
56 Current
PCI
09/01/2020 SLURRY SEAL 0 0 43 59 $0
Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
CARLMO CARL5 CARLMONT DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
2601 CARLMONT DR
End Location

HIDDEN CANYON
PARK
940 40 37,600
Length Area
Surface
Type
Pre-Combine?
Area ID
86 Current
PCI
09/09/2021 SLURRY SEAL 0 0 79 87 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
CARMEL CARM1 CARMELITA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

READ AVENUE
End Location
CIPRIANI BOULEVARD 1,300 22 28,600
Length Area
Surface
Type
Pre-Combine?
Area ID
79 Current
PCI
09/09/2021 SLURRY SEAL 0 0 71 80 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
CARMEL CARM2 CARMELITA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CIPRIANI BOULEVARD
End Location
PALMER AVE 200 32 6,400
Length Area
Surface
Type
Pre-Combine?
Area ID
75 Current
PCI
09/09/2021 SLURRY SEAL 0 0 65 75 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
7 MTC StreetSaver 278
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
CASA CASA CASA BONA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CORONET

BOULEVARD
End Location
PONCE AVENUE 2,300 22 50,600
Length Area
Surface
Type
Pre-Combine?
Area ID
61 Current
PCI
09/09/2021 HEAVY MAINTENANCE 0 0 47 61 $0 Data entered after subsequent information recorded.

Comments

AC/AC C
Width
Maintenance
Date
St ID Sec ID Street Name
CHESTE CHES1 CHESTERTON
AVENUE
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HILLER STREET
End Location

MARINE VIEW
AVENUE
1,750 33 57,750
Length Area
Surface
Type
Pre-Combine?
Area ID
90 Current
PCI
09/09/2021 SLURRY SEAL 0 0 85 92 $0
Comments
AC C
Width
Maintenance
Date
St ID Sec ID Street Name
CHESTE CHES2A CHESTERTON
AVENUE
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

MARINE VIEW
AVENUE
End Location
540 CHESTERTON

AVENUE / COP
1,050 33 34,650
Length Area
Surface
Type
Pre-Combine?
Area ID
90 Current
PCI
09/09/2021 SLURRY SEAL 0 0 85 92 $0
Comments
AC C
Width
Maintenance
Date
St ID Sec ID Street Name
CHESTE CHES2B CHESTERTON
AVENUE
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
540 CHESTERTON

AVENUE / COP
End Location
OXFORD WAY 670 33 22,110
Length Area
Surface
Type
Pre-Combine?
Area ID
90 Current
PCI
09/09/2021 SLURRY SEAL 0 0 85 92 $0
Comments
AC H
Width
Maintenance
Date
St ID Sec ID Street Name
CHRCT CHRCT CHRISTIAN COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CHRISTIAN DRIVE
End Location
END OF CUL DE SAC 390 32 12,480
Length Area
Surface
Type
Pre-Combine?
Area ID
64 Current
PCI
09/09/2021 HEAVY MAINTENANCE 0 0 52 64 $0 Data entered after subsequent information recorded.

Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
8 MTC StreetSaver 279
Comments

AC/AC H
Width
Maintenance
Date
St ID Sec ID Street Name
CHRDR CHRDR CHRISTIAN DRIVE Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

RALSTON AVENUE
End Location
MARSTEN AVENUE 1,050 32 33,600
Length Area
Surface
Type
Pre-Combine?
Area ID
81 Current
PCI
09/09/2021 SLURRY SEAL 0 0 73 82 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
CIPRIA CIPR2 CIPRIANI BOULEVARD Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

NEWLANDS AVENUE
End Location
PONCE AVENUE 1,600 25 40,000
Length Area
Surface
Type
Pre-Combine?
Area ID
83 Current
PCI
09/09/2021 SLURRY SEAL 0 0 76 84 $0
Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
CLIFFS CLIFFS CLIFFSIDE COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HASTINGS DRIVE
End Location
DEAD END 850 23 19,550
Length Area
Surface
Type
Pre-Combine?
Area ID
76 Current
PCI
09/09/2021 SLURRY SEAL 0 0 67 77 $0
Comments
AC
Width
Maintenance
Date
St ID Sec ID Street Name
CLIPPE CLIPP1 CLIPPER DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CONCOURSE DRIVE
(W)
End Location

CONCOURSE DRIVE
(E)
1,550 37 57,350
Length Area
Surface
Type
Pre-Combine?
Area ID
90 Current
PCI
07/15/2018 SLURRY SEAL 0 0 71 80 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
COMSTO COMS1B COMSTOCK CIRCLE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

WALTHAM CROSS
End Location
HALLMARK DRIVE (S) 300 40 12,000
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 69 78 $0
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
CONTIN CONT1 CONTINENTALS WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

LYALL WAY
End Location
CIPRIANI BOULEVARD 700 40 28,000
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/19/2020 AC OVERLAY 0 0 12 100 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
9 MTC StreetSaver 280
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
CONTIN CONT2A CONTINENTALS WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CIPRIANI BOULEVARD
End Location
1040 CONTINENTALS

WAY (WEST)
600 40 24,000
Length Area
Surface
Type
Pre-Combine?
Area ID
89 Current
PCI
09/09/2021 SLURRY SEAL 0 0 82 89 $0
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
CONTIN CONT2B CONTINENTALS WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
1040 CONTINENTALS

WAY (WEST)
End Location
1048 CONTINENTALS
WAY E
400 40 16,000
Length Area
Surface
Type
Pre-Combine?
Area ID
89 Current
PCI
09/09/2021 SLURRY SEAL 0 0 82 89 $0
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
CONTIN CONT2C CONTINENTALS WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
1048 CONTINENTALS
WAY
End Location
LYALL WAY 400 40 16,000
Length Area
Surface
Type
Pre-Combine?
Area ID
89 Current
PCI
09/09/2021 SLURRY SEAL 0 0 82 89 $0
Comments

AC/AC C
Width
Maintenance
Date
St ID Sec ID Street Name
CORNIS CORNIS CORNISH WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CHESTERTON
AVENUE
End Location
HILLER STREET 550 34 18,700
Length Area
Surface
Type
Pre-Combine?
Area ID
93 Current
PCI
09/09/2021 SLURRY SEAL 0 0 89 95 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
CORONE CORO2 CORONET

BOULEVARD
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

LYON AVENUE
End Location
ARTHUR AVENUE 1,750 22 38,500
Length Area
Surface
Type
Pre-Combine?
Area ID
67 Current
PCI
07/15/2018 SLURRY SEAL 0 0 35 56 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
10 MTC StreetSaver 281
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
CORONE CORO4 CORONET

BOULEVARD
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

PRINDLE ROAD
End Location
RALSTON AVENUE 1,400 22 30,800
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
07/19/2020 AC OVERLAY 0 0 55 100 $0
Comments
AC F
Width
Maintenance
Date
St ID Sec ID Street Name
COVING COVING COVINGTON ROAD Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

ALAMEDA DE LAS
PULGAS
End Location

ALAMEDA DE LAS
PULGAS
1,450 21 30,450
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 71 80 $0
Comments

AC/AC C
Width
Maintenance
Date
St ID Sec ID Street Name
CREST CREST CREST VIEW AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HILLER STREET
End Location
OLD COUNTY ROAD 450 34 15,300
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 58 70 $0
Comments
AC C
Width
Maintenance
Date
St ID Sec ID Street Name
DALE DALE1 DALE VIEW AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

DEAD END
End Location
HILLER STREET 150 34 5,100
Length Area
Surface
Type
Pre-Combine?
Area ID
93 Current
PCI
09/09/2021 SLURRY SEAL 0 0 89 94 $0
Comments
AC D
Width
Maintenance
Date
St ID Sec ID Street Name
DAVEY DAVEY DAVEY GLEN ROAD Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

EL CAMINO REAL
End Location
MIDDLE ROAD 1,700 37 62,900
Length Area
Surface
Type
Pre-Combine?
Area ID
87 Current
PCI
07/15/2018 DEEP PATCH 0 0 53 61 $0
07/30/2018 SLURRY SEAL 0 0 61 71 $0 2018 Sewer-Water Project Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
DAVIS DAVI1 DAVIS DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

RALSTON AVENUE
End Location
10 DAVIS DRIVE 700 43 30,100
Length Area
Surface
Type
Pre-Combine?
Area ID
69 Current
PCI
07/15/2018 SLURRY SEAL 0 0 58 70 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
11 MTC StreetSaver 282
Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
DAVIS DAVI2 DAVIS DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
10 DAVIS DRIVE
End Location
END OF CUL DE SAC 450 43 19,350
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 63 73 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
DEKOV DEKOV1 DE KOVEN AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

LINCOLN AVENUE
End Location
MONSERAT AVENUE 1,080 21 22,680
Length Area
Surface
Type
Pre-Combine?
Area ID
89 Current
PCI
07/15/2018 SLURRY SEAL 0 0 76 84 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
DEKOV DEKOV2 DE KOVEN AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

MONSERAT AVENUE
End Location
NEWLANDS AVENUE 730 23 16,790
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 68 77 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
EASTL EAST3 EAST LAUREL CREEK
ROAD
Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
3138 EAST LAUREL

CREEK ROAD
End Location
BAY COURT 140 21 2,940
Length Area
Surface
Type
Pre-Combine?
Area ID
61 Current
PCI
09/09/2021 SLURRY SEAL 0 0 48 62 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
EASTL EAST4 EAST LAUREL CREEK
ROAD
Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

BAY COURT
End Location
HASKINS DRIVE 1,000 21 21,000
Length Area
Surface
Type
Pre-Combine?
Area ID
56 Current
PCI
09/09/2021 SLURRY SEAL 0 0 39 57 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
ELDER ELDER ELDER DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

WAKEFIELD DRIVE
(W)
End Location
WAKEFIELD DRIVE (E) 700 29 20,300
Length Area
Surface
Type
Pre-Combine?
Area ID
80 Current
PCI
09/09/2021 SLURRY SEAL 0 0 72 81 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
12 MTC StreetSaver 283
Comments

AC/AC H
Width
Maintenance
Date
St ID Sec ID Street Name
ENCLIN ENCLIN ENCLINE WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

BELMONT CANYON
ROAD
End Location
NAUGHTON AVENUE 550 31 17,050
Length Area
Surface
Type
Pre-Combine?
Area ID
87 Current
PCI
09/09/2021 SLURRY SEAL 0 0 80 88 $0
Comments
AC E
Width
Maintenance
Date
St ID Sec ID Street Name
ESCOND ESCOND ESCONDIDO WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CHULA VISTA DRIVE
End Location
END OF CUL DE SAC 1,450 29 42,050
Length Area
Surface
Type
Pre-Combine?
Area ID
68 Current
PCI
09/09/2021 SLURRY SEAL 0 0 58 69 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
EWELL EWELL EWELL ROAD Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

PULLMAN AVENUE
End Location

CORONET

BOULEVARD
650 19 12,350
Length Area
Surface
Type
Pre-Combine?
Area ID
76 Current
PCI
09/09/2021 SLURRY SEAL 0 0 68 77 $0
Comments
AC F
Width
Maintenance
Date
St ID Sec ID Street Name
FAIRWA FAIRWA FAIRWAY DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

NOTRE DAME
AVENUE
End Location
ARBOR AVENUE 1,400 20 28,000
Length Area
Surface
Type
Pre-Combine?
Area ID
64 Current
PCI
07/19/2020 SLURRY SEAL 0 0 33 55 $0
09/09/2021 SLURRY SEAL 0 0 52 65 $0
Comments
AC
Width
Maintenance
Date
St ID Sec ID Street Name
FOLGER FOLGER FOLGER DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

NOTRE DAME

AVENUE (N)
End Location

NOTRE DAME

AVENUE (S)
1,050 18 18,900
Length Area
Surface
Type
Pre-Combine?
Area ID
78 Current
PCI
07/15/2018 SLURRY SEAL 0 0 64 74 $0 Slurry Sealed as part of MidPeninsula’s 2017-2018 Karen, Mezes, Folger, Arthur and South
Water Main Improvements Project
09/09/2021 SLURRY SEAL 0 0 70 79 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
13 MTC StreetSaver 284
Comments

AC/AC D
Width
Maintenance
Date
St ID Sec ID Street Name
FOREST FORE1 FOREST AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

MONROE AVENUE
End Location

ALAMEDA DE LAS
PULGAS
550 20 11,000
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 71 80 $0
Comments
AC F
Width
Maintenance
Date
St ID Sec ID Street Name
FRAAV FRAAV FRANCIS AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

NOTRE DAME
AVENUE
End Location
FAIRWAY DRIVE 600 20 12,000
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
07/15/2018 DEEP PATCH 0 0 15 43 $0
07/30/2018 SLURRY SEAL 0 0 43 59 $0 2018 Sewer-Water Project Comments
AC F
Width
Maintenance
Date
St ID Sec ID Street Name
FRACT FRACT FRANCIS COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

FRANCIS AVENUE
End Location
END OF CUL DE SAC 185 25 4,625
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
07/15/2018 DEEP PATCH 0 0 13 43 $0
07/30/2018 SLURRY SEAL 0 0 43 59 $0 2018 Sewer-Water Project Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
GARDEN GARDEN GARDEN COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

ALAMEDA DE LAS
PULGAS
End Location
END OF CUL DE SAC 225 36 8,100
Length Area
Surface
Type
Pre-Combine?
Area ID
82 Current
PCI
09/09/2021 SLURRY SEAL 0 0 75 83 $0
Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
GERALD GERALD GERALDINE WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

VILLAGE DRIVE
End Location
VALERGA DRIVE 300 36 10,800
Length Area
Surface
Type
Pre-Combine?
Area ID
84 Current
PCI
09/09/2021 SLURRY SEAL 0 0 77 85 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
14 MTC StreetSaver 285
Comments

AC/AC C
Width
Maintenance
Date
St ID Sec ID Street Name
GRANAD GRAN1 GRANADA STREET Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

RALSTON AVENUE
End Location
DEAD END 570 27 15,390
Length Area
Surface
Type
Pre-Combine?
Area ID
77 Current
PCI
09/09/2021 SLURRY SEAL 0 0 69 78 $0
Comments

AC/AC J
Width
Maintenance
Date
St ID Sec ID Street Name
HALLMA HALL010 HALLMARK DRIVE Arterial
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

END OF CUL DE SAC
End Location
2457 HALLMARK
DRIVE
290 50 14,500
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 69 78 $0
Comments

AC/AC J
Width
Maintenance
Date
St ID Sec ID Street Name
HALLMA HALL030 HALLMARK DRIVE Arterial
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
2516 HALLMARK
DRIVE
End Location
LEIGH WAY 500 40 20,000
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 76 85 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
HALLMA HALL040 HALLMARK DRIVE Arterial
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

LEIGH WAY
End Location
WAKEFIELD DRIVE 850 40 34,000
Length Area
Surface
Type
Pre-Combine?
Area ID
90 Current
PCI
07/15/2018 SLURRY SEAL 0 0 72 81 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
HALLMA HALL050 HALLMARK DRIVE Arterial
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

WAKEFIELD DRIVE
End Location
COMSTOCK CIRCLE 1,720 40 68,800
Length Area
Surface
Type
Pre-Combine?
Area ID
88 Current
PCI
07/15/2018 SLURRY SEAL 0 0 63 73 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
HALLMA HALL060 HALLMARK DRIVE Arterial
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

COMSTOCK CIRCLE
End Location
COP 1000' N/O

COMSTOCK CIRCLE
1,000 40 40,000
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 68 77 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
15 MTC StreetSaver 286
Comments

AC/AC J
Width
Maintenance
Date
St ID Sec ID Street Name
HALLMA HALL070 HALLMARK DRIVE Arterial
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
COP 1000' N/O

COMSTOCK CIRCLE
End Location
BENSON WAY 1,425 40 57,000
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 83 90 $0
Comments

AC/AC J
Width
Maintenance
Date
St ID Sec ID Street Name
HALLMA HALL080 HALLMARK DRIVE Arterial
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

BENSON WAY
End Location
RALSTON AVENUE 975 45 43,875
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 84 91 $0
Comments

AC/AC J
Width
Maintenance
Date
St ID Sec ID Street Name
HALLMA NB HALL020 HALLMARK DRIVE NB Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
2457 HALLMARK
DRIVE
End Location
2516 HALLMARK
DRIVE
760 20 15,200
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 83 90 $0
Comments

AC/AC J
Width
Maintenance
Date
St ID Sec ID Street Name
HALLMA SB HALL010 HALLMARK DRIVE SB Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
2516 HALLMARK
DRIVE
End Location
2459 HALLMARK
DRIVE
760 20 15,200
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 83 90 $0
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
HASKIN HASKIN HASKINS DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

EAST LAUREL CREEK
ROAD
End Location

MONTE CRESTA
DRIVE
1,400 22 30,800
Length Area
Surface
Type
Pre-Combine?
Area ID
59 Current
PCI
09/09/2021 SLURRY SEAL 0 0 44 60 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
16 MTC StreetSaver 287
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
HASTIN HAST1 HASTINGS DRIVE Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CARLMONT DRIVE
End Location
2213 HASTINGS
DRIVE
650 33 21,450
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 75 83 $0
Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
HASTIN HAST2 HASTINGS DRIVE Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
2213 HASTINGS
DRIVE
End Location
BRIDGE COURT 2,610 33 86,130
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 73 81 $0
Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
HASTIN HAST3 HASTINGS DRIVE Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

BRIDGE COURT
End Location

SAN CARLOS CITY
LIMIT
1,620 33 53,460
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 67 77 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
HAYDON HAYDON HAYDON COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

SHERBORNE DRIVE
End Location
END OF CUL DE SAC 250 32 8,000
Length Area
Surface
Type
Pre-Combine?
Area ID
79 Current
PCI
09/09/2021 SLURRY SEAL 0 0 70 79 $0
Comments
AC H
Width
Maintenance
Date
St ID Sec ID Street Name
HCRES HCRES HILLCREST DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

BELMONT CANYON
ROAD
End Location
LOWER LOCK AVE 2,450 28 68,600
Length Area
Surface
Type
Pre-Combine?
Area ID
80 Current
PCI
09/09/2021 SLURRY SEAL 0 0 72 80 $0
Comments

AC/AC B
Width
Maintenance
Date
St ID Sec ID Street Name
HER HER5 HILLER STREET Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

RALSTON AVENUE
End Location
O'NEILL AVENUE 830 29 24,070
Length Area
Surface
Type
Pre-Combine?
Area ID
87 Current
PCI
07/15/2018 SLURRY SEAL 0 0 70 79 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
17 MTC StreetSaver 288
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
HIGHGA HIGHGA HIGHGATE AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

DEAD END
End Location

MONTE CRESTA
DRIVE
250 22 5,500
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 63 73 $0
Comments

AC/AC B
Width
Maintenance
Date
St ID Sec ID Street Name
KEDITH KEDITH KEDITH STREET Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

RALSTON AVENUE
End Location
O'NEILL AVENUE 830 29 24,070
Length Area
Surface
Type
Pre-Combine?
Area ID
87 Current
PCI
07/15/2018 SLURRY SEAL 0 0 77 85 $0
Comments

AC/AC F
Width
Maintenance
Date
St ID Sec ID Street Name
KIMMIE KIMMIE KIMMIE COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CORONET

BOULEVARD
End Location
END OF CUL DE SAC 500 34 17,000
Length Area
Surface
Type
Pre-Combine?
Area ID
95 Current
PCI
06/15/2019 AC OVERLAY 0 0 21 100 $0 NULL,
Comments
AC E
Width
Maintenance
Date
St ID Sec ID Street Name
LANE LANE1 LANE STREET Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

SIXTH AVENUE
End Location

SUNNYSLOPE
AVENUE
300 23 6,900
Length Area
Surface
Type
Pre-Combine?
Area ID
73 Current
PCI
09/09/2021 SLURRY SEAL 0 0 64 74 $0
Comments

AC/AC J
Width
Maintenance
Date
St ID Sec ID Street Name
LASSEN LASS010 LASSEN DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

RALSTON AVENUE
End Location
1117 LASSEN DRIVE 1,150 28 32,200
Length Area
Surface
Type
Pre-Combine?
Area ID
80 Current
PCI
09/09/2021 SLURRY SEAL 0 0 72 81 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
LEIGH LEIGH LEIGH WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HALLMARK DRIVE
End Location
SOMERSET DRIVE 250 32 8,000
Length Area
Surface
Type
Pre-Combine?
Area ID
81 Current
PCI
09/09/2021 SLURRY SEAL 0 0 73 82 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
18 MTC StreetSaver 289
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
LINCOL LINC1 LINCOLN AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CIPRIANI BOULEVARD
End Location
MONSERAT AVENUE 700 23 16,100
Length Area
Surface
Type
Pre-Combine?
Area ID
81 Current
PCI
07/19/2020 SLURRY SEAL 0 0 64 74 $0
09/09/2021 SLURRY SEAL 0 0 73 81 $0
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
LINCOL LINC2 LINCOLN AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

MONSERAT AVENUE
End Location
ALL VIEW WAY 1,060 23 24,380
Length Area
Surface
Type
Pre-Combine?
Area ID
73 Current
PCI
07/19/2020 SLURRY SEAL 0 0 54 66 $0
09/09/2021 SLURRY SEAL 0 0 64 74 $0
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
LINCOL LINC3 LINCOLN AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

ALL VIEW WAY
End Location
NEWLANDS AVENUE 925 23 21,275
Length Area
Surface
Type
Pre-Combine?
Area ID
56 Current
PCI
07/19/2020 SLURRY SEAL 0 0 0 42 $0
09/09/2021 SLURRY SEAL 0 0 39 58 $0
Comments

AC/AC H
Width
Maintenance
Date
St ID Sec ID Street Name
LODGE LODG1 LODGE DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

BELMONT CANYON
ROAD
End Location
END OF CUL DE SAC 350 22 7,700
Length Area
Surface
Type
Pre-Combine?
Area ID
72 Current
PCI
09/09/2021 SLURRY SEAL 0 0 63 73 $0
Comments
AC H
Width
Maintenance
Date
St ID Sec ID Street Name
LOWER LOWER LOWER LOCK AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

END OF PAVED ROAD
End Location
HILLCREST DRIVE 950 26 24,700
Length Area
Surface
Type
Pre-Combine?
Area ID
53 Current
PCI
07/15/2018 SLURRY SEAL 0 0 32 55 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
19 MTC StreetSaver 290
Comments
AC/AC
Width
Maintenance
Date
St ID Sec ID Street Name
LYALL LYAL1 LYALL WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

RALSTON AVENUE
End Location
LAKE ROAD 850 32 27,200
Length Area
Surface
Type
Pre-Combine?
Area ID
87 Current
PCI
09/09/2021 SLURRY SEAL 0 0 80 88 $0
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
LYALL LYAL2 LYALL WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

LAKE ROAD
End Location
CONTINENTALS WAY 750 32 24,000
Length Area
Surface
Type
Pre-Combine?
Area ID
93 Current
PCI
06/15/2019 AC OVERLAY 0 0 21 100 $0 TEST TREATMENT IMPORT Comments
AC D
Width
Maintenance
Date
St ID Sec ID Street Name
MANZAN MANZAN MANZANITA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

NOTRE DAME
AVENUE
End Location
PINE KNOLL DRIVE 1,200 20 24,000
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 67 77 $0
Comments
AC C
Width
Maintenance
Date
St ID Sec ID Street Name
MARINE MARI1 MARINE VIEW AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

DEAD END
End Location
W/C 400' S/O DEAD
END
400 40 16,000
Length Area
Surface
Type
Pre-Combine?
Area ID
73 Current
PCI
09/09/2021 SLURRY SEAL 0 0 64 74 $0
Comments

AC/AC C
Width
Maintenance
Date
St ID Sec ID Street Name
MARINE MARI2 MARINE VIEW AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
W/C 400' S/O DEAD
END
End Location
HILLER STREET 350 34 11,900
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
09/09/2021 SLURRY SEAL 0 0 86 92 $0
Comments
AC C
Width
Maintenance
Date
St ID Sec ID Street Name
MARINE MARI3 MARINE VIEW AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HILLER STREET
End Location
OLD COUNTY ROAD 1,075 34 36,550
Length Area
Surface
Type
Pre-Combine?
Area ID
80 Current
PCI
09/09/2021 SLURRY SEAL 0 0 72 81 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
20 MTC StreetSaver 291
Comments
AC/AC
Width
Maintenance
Date
St ID Sec ID Street Name
MAYWOO MAYWOO MAYWOOD DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

RALSTON AVENUE
End Location
EL VERANO WAY 1,100 27 29,700
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 66 76 $0
Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
MERRY MERR020 MERRY MOPPET LANE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CARLMONT DR
End Location
RALSTON AVE 465 16 7,440
Length Area
Surface
Type
Pre-Combine?
Area ID
80 Current
PCI
09/09/2021 SLURRY SEAL 0 0 73 81 $0
Comments
AC D
Width
Maintenance
Date
St ID Sec ID Street Name
MONROE MONROE MONROE AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

MILLER AVENUE
End Location

ALAMEDA DE LAS
PULGAS
1,450 18 26,100
Length Area
Surface
Type
Pre-Combine?
Area ID
71 Current
PCI
09/09/2021 SLURRY SEAL 0 0 62 73 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
MONTE MONT4 MONTE CRESTA
DRIVE
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
END
End Location
HASKINS DRIVE 650 22 14,300
Length Area
Surface
Type
Pre-Combine?
Area ID
77 Current
PCI
07/15/2018 SLURRY SEAL 0 0 76 84 $0
Comments
AC C
Width
Maintenance
Date
St ID Sec ID Street Name
MOUNTA MOUN1 MOUNTAIN VIEW
AVENUE
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

DEAD END
End Location

CHESTERTON
AVENUE
100 33 3,300
Length Area
Surface
Type
Pre-Combine?
Area ID
93 Current
PCI
07/15/2018 SLURRY SEAL 0 0 68 78 $0
Comments
AC C
Width
Maintenance
Date
St ID Sec ID Street Name
MOUNTA MOUN2 MOUNTAIN VIEW
AVENUE
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CHESTERTON
AVENUE
End Location
HILLER STREET 300 34 10,200
Length Area
Surface
Type
Pre-Combine?
Area ID
93 Current
PCI
07/15/2018 SLURRY SEAL 0 0 84 91 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
21 MTC StreetSaver 292
Comments
AC C
Width
Maintenance
Date
St ID Sec ID Street Name
MOUNTA MOUN3 MOUNTAIN VIEW
AVENUE
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HILLER STREET
End Location
OLD COUNTY ROAD 700 34 23,800
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 61 72 $0
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
MULBER MULBER MULBERRY COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CARLMONT DRIVE
End Location
END OF CUL DE SAC 300 31 9,300
Length Area
Surface
Type
Pre-Combine?
Area ID
78 Current
PCI
09/09/2021 SLURRY SEAL 0 0 70 79 $0
Comments

AC/AC H
Width
Maintenance
Date
St ID Sec ID Street Name
NAUGHT NAUG1 NAUGHTON AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HILLCREST DRIVE
End Location
ENCLINE WAY 510 26 13,260
Length Area
Surface
Type
Pre-Combine?
Area ID
77 Current
PCI
09/09/2021 SLURRY SEAL 0 0 69 78 $0
Comments
AC H
Width
Maintenance
Date
St ID Sec ID Street Name
NAUGHT NAUG2 NAUGHTON AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

ENCLINE WAY
End Location
CULDESAC 610 28 17,080
Length Area
Surface
Type
Pre-Combine?
Area ID
72 Current
PCI
09/09/2021 SLURRY SEAL 0 0 63 73 $0
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
NEWLAN NEWL1 NEWLANDS AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CASA BONA AVENUE
End Location
CIPRIANI BOULEVARD 600 22 13,200
Length Area
Surface
Type
Pre-Combine?
Area ID
72 Current
PCI
09/09/2021 SLURRY SEAL 0 0 63 73 $0
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
NEWLAN NEWL2 NEWLANDS AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CIPRIANI BOULEVARD
End Location

SAN MATEO CITY
LIMIT
1,500 23 34,500
Length Area
Surface
Type
Pre-Combine?
Area ID
80 Current
PCI
09/09/2021 SLURRY SEAL 0 0 72 81 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
22 MTC StreetSaver 293
Comments

AC/AC D
Width
Maintenance
Date
St ID Sec ID Street Name
NORTH NORT5 NORTH ROAD Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HILLMAN AVENUE
End Location

NOTRE DAME
AVENUE
2,500 20 50,000
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 66 76 $0
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
OAKCT OAKCT OAK COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

EAST LAUREL CREEK
ROAD
End Location
END OF CUL DE SAC 200 22 4,400
Length Area
Surface
Type
Pre-Combine?
Area ID
55 Current
PCI
09/09/2021 SLURRY SEAL 0 0 36 56 $0
Comments
AC C
Width
Maintenance
Date
St ID Sec ID Street Name
OXFORD OXFO1B OXFORD WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
192 OXFORD WAY
End Location
301 OXFORD WAY 775 33 25,575
Length Area
Surface
Type
Pre-Combine?
Area ID
89 Current
PCI
09/09/2021 SLURRY SEAL 0 0 82 89 $0
Comments

AC/AC C
Width
Maintenance
Date
St ID Sec ID Street Name
OXFORD OXFO2 OXFORD WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
301 OXFORD WAY
End Location
HILLER STREET 1,135 40 45,400
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
09/09/2021 SLURRY SEAL 0 0 86 92 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
PADDIN PADDIN PADDINGTON COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HALLMARK DRIVE
End Location
END OF CUL DE SAC 150 32 4,800
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 76 84 $0
Comments
AC E
Width
Maintenance
Date
St ID Sec ID Street Name
PALM PALM020 PALM AVENUE (FIFTH) Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
COP 100' N/O ONIEL
AVE
End Location
WALTERMIRE ST 143 14 2,002
Length Area
Surface
Type
Pre-Combine?
Area ID
68 Current
PCI
09/09/2021 SLURRY SEAL 0 0 58 69 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
23 MTC StreetSaver 294
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
PALMER PALMER PALMER AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CARMELITA AVENUE
End Location
BUENA VISTA DRIVE 440 32 14,080
Length Area
Surface
Type
Pre-Combine?
Area ID
68 Current
PCI
09/09/2021 HEAVY MAINTENANCE 0 0 57 68 $0 Data entered after subsequent information recorded.

Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
PARKRI PARKRI PARKRIDGE COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HASTINGS DRIVE
End Location
DEAD END 250 19 4,750
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 62 73 $0
Comments

AC/AC D
Width
Maintenance
Date
St ID Sec ID Street Name
PINE PINE PINE KNOLL DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

END OF CUL DE SAC
End Location
HILLMAN AVENUE 1,510 20 30,200
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
03/19/2021 FDR WITH HMA OVERLAY 0 0 36 100 $0
09/09/2021 HEAVY REHABILITATION 0 0 94 100 $0
Comments
AC H
Width
Maintenance
Date
St ID Sec ID Street Name
PLATEA PLATEA PLATEAU DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

UPPER LOCK AVENUE
End Location

LOWER LOCK
AVENUE
1,600 26 41,600
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 67 76 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
PONCE PONC1 PONCE AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

PRINDLE ROAD
End Location
READ AVENUE 1,450 18 26,100
Length Area
Surface
Type
Pre-Combine?
Area ID
95 Current
PCI
06/15/2019 AC OVERLAY 4,600 4 53 100 $8,600 NULL,
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
PONCE PONC2 PONCE AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

READ AVENUE
End Location
CIPRIANI BOULEVARD 450 22 9,900
Length Area
Surface
Type
Pre-Combine?
Area ID
95 Current
PCI
06/15/2019 AC OVERLAY 0 0 55 100 $0 NULL,
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
24 MTC StreetSaver 295
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
PONCE PONC3 PONCE AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CIPRIANI BOULEVARD
End Location
END OF CUL DE SAC 600 31 18,600
Length Area
Surface
Type
Pre-Combine?
Area ID
72 Current
PCI
09/09/2021 SLURRY SEAL 0 0 63 73 $0
Comments
AC
Width
Maintenance
Date
St ID Sec ID Street Name
RALSTR RALRA1 RALSTON RANCH Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CHRISTIAN DRIVE
End Location
RALSTON AVE 1,950 33 64,350
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 64 74 $0
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
READ READ1 READ AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CASA BONA AVENUE
End Location
CARMELITA AVENUE 700 18 12,600
Length Area
Surface
Type
Pre-Combine?
Area ID
79 Current
PCI
09/09/2021 SLURRY SEAL 0 0 71 80 $0
Comments
AC G
Width
Maintenance
Date
St ID Sec ID Street Name
READ READ2 READ AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CARMELITA AVENUE
End Location
PONCE AVENUE 790 22 17,380
Length Area
Surface
Type
Pre-Combine?
Area ID
58 Current
PCI
09/09/2021 SLURRY SEAL 0 0 43 59 $0
Comments

AC/AC H
Width
Maintenance
Date
St ID Sec ID Street Name
REPOSO REPOSO REPOSO WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HILLCREST DRIVE
End Location
ENCLINE WAY 600 26 15,600
Length Area
Surface
Type
Pre-Combine?
Area ID
89 Current
PCI
09/09/2021 SLURRY SEAL 0 0 82 90 $0
Comments
AC K
Width
Maintenance
Date
St ID Sec ID Street Name
RIDGEW RIDGEW RIDGEWOOD COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HASTINGS DRIVE
End Location
DEAD END 175 19 3,325
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 69 79 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
25 MTC StreetSaver 296
Comments
AC F
Width
Maintenance
Date
St ID Sec ID Street Name

ROBBIN ROBBIN ROBBIN WHIPPLE
WAY
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

BELBURN DRIVE
End Location
END OF CUL DE SAC 1,150 29 33,350
Length Area
Surface
Type
Pre-Combine?
Area ID
93 Current
PCI
03/19/2021 FDR WITH HMA OVERLAY 0 0 20 100 $0
09/09/2021 SLURRY SEAL 0 0 94 98 $0
Comments

AC/AC D
Width
Maintenance
Date
St ID Sec ID Street Name
RUTH RUTH RUTH AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

EL CAMINO REAL
End Location
NORTH ROAD 1,325 25 33,125
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/19/2020 AC OVERLAY 0 0 32 100 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
SANAR SANAR SAN ARDO WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

MONTE CRESTA
DRIVE
End Location
BARCLAY WAY 800 22 17,600
Length Area
Surface
Type
Pre-Combine?
Area ID
80 Current
PCI
07/19/2020 SLURRY SEAL 0 0 63 73 $0
09/09/2021 SLURRY SEAL 0 0 72 81 $0
Comments
AC C
Width
Maintenance
Date
St ID Sec ID Street Name
SEAPL SEAPL SEAGATE PLACE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

SEAGRATE WAY
End Location
END OF CUL DE SAC 140 33 4,620
Length Area
Surface
Type
Pre-Combine?
Area ID
86 Current
PCI
09/09/2021 SLURRY SEAL 0 0 78 86 $0
Comments
AC C
Width
Maintenance
Date
St ID Sec ID Street Name
SEAWY SEAWY SEAGATE WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

DEAD END
End Location
OXFORD WAY 750 33 24,750
Length Area
Surface
Type
Pre-Combine?
Area ID
89 Current
PCI
09/09/2021 SLURRY SEAL 0 0 82 89 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
26 MTC StreetSaver 297
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
SEMERI SEMERI SEMERIA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CIPRIANI BOULEVARD
End Location
CASA BONA AVENUE 1,350 18 24,300
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/19/2020 AC OVERLAY 0 0 32 100 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
SEQUOI SEQU2 SEQUOIA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

ALL VIEW WAY
End Location

MONTE CRESTA
DRIVE
1,000 24 24,000
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 74 83 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
SHARON SHARON SHARON AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

ALAMEDA DE LAS
PULGAS
End Location

CORONET

BOULEVARD
290 22 6,380
Length Area
Surface
Type
Pre-Combine?
Area ID
93 Current
PCI
07/15/2018 SLURRY SEAL 0 0 53 65 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
SHERBO SHERBO SHERBORNE DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

SOMERSET DRIVE
(W)
End Location
SOMERSET DRIVE (S) 1,120 32 35,840
Length Area
Surface
Type
Pre-Combine?
Area ID
76 Current
PCI
09/09/2021 SLURRY SEAL 0 0 67 76 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
SOHO SOHO SOHO CIRCLE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HALLMARK DRIVE
End Location
END OF CUL DE SAC 120 32 3,840
Length Area
Surface
Type
Pre-Combine?
Area ID
82 Current
PCI
07/15/2018 SLURRY SEAL 0 0 69 79 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
SOMCT SOMCT SOMERSET COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

SOMERSET DRIVE
End Location
END OF CUL DE SAC 200 32 6,400
Length Area
Surface
Type
Pre-Combine?
Area ID
76 Current
PCI
09/09/2021 SLURRY SEAL 0 0 67 76 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
27 MTC StreetSaver 298
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
SOMDR SOM1 SOMERSET DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

SOMERSET COURT
End Location
LEIGH WAY 700 32 22,400
Length Area
Surface
Type
Pre-Combine?
Area ID
80 Current
PCI
09/09/2021 SLURRY SEAL 0 0 72 81 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
SOMDR SOM2 SOMERSET DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

LEIGH WAY
End Location
WAKEFIELD DRIVE 1,150 32 36,800
Length Area
Surface
Type
Pre-Combine?
Area ID
77 Current
PCI
09/09/2021 SLURRY SEAL 0 0 68 77 $0
Comments
AC D
Width
Maintenance
Date
St ID Sec ID Street Name
SOUTH SOUT3 SOUTH ROAD Collector
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HOLLY ROAD (N)
End Location
RALSTON AVENUE 1,950 20 39,000
Length Area
Surface
Type
Pre-Combine?
Area ID
58 Current
PCI
09/09/2021 SLURRY SEAL 0 0 44 60 $0
Comments
AC E
Width
Maintenance
Date
St ID Sec ID Street Name
SPRING SPRING SPRING LANE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

VINE STREET
End Location
END OF CUL DE SAC 270 25 6,750
Length Area
Surface
Type
Pre-Combine?
Area ID
72 Current
PCI
09/09/2021 SLURRY SEAL 0 0 62 73 $0
Comments

AC/AC C
Width
Maintenance
Date
St ID Sec ID Street Name

STERLI STERLI STERLING VIEW
AVENUE
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HILLER STREET
End Location
OLD COUNTY ROAD 425 34 14,450
Length Area
Surface
Type
Pre-Combine?
Area ID
77 Current
PCI
09/09/2021 SLURRY SEAL 0 0 68 78 $0
Comments
AC E
Width
Maintenance
Date
St ID Sec ID Street Name
SUNNYS SUNN2B SUNNYSLOPE
AVENUE
Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
1572 SUNNYSLOPE
AVENUE
End Location
LANE STREET 200 22 4,400
Length Area
Surface
Type
Pre-Combine?
Area ID
75 Current
PCI
09/09/2021 SLURRY SEAL 0 0 66 76 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
28 MTC StreetSaver 299
Comments

AC/AC C
Width
Maintenance
Date
St ID Sec ID Street Name
SUSSEX SUSSEX SUSSEX COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HILLER STREET
End Location
END OF CUL DE SAC 150 33 4,950
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
03/19/2021 RECONSTRUCT SURFACE (AC) 0 0 6 100 $0
09/09/2021 HEAVY REHABILITATION 0 0 94 100 $0
Comments

AC/AC J
Width
Maintenance
Date
St ID Sec ID Street Name
TAHOE TAHOE TAHOE DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

RALSTON AVENUE
End Location
LASSEN DRIVE 1,900 28 53,200
Length Area
Surface
Type
Pre-Combine?
Area ID
86 Current
PCI
09/09/2021 SLURRY SEAL 0 0 79 87 $0
Comments
AC E
Width
Maintenance
Date
St ID Sec ID Street Name
TALBRY TALB1A TALBRYN DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

PALOMA AVENUE
End Location
ARDEN LN 1,325 19 25,175
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 61 72 $0
Comments

AC/AC F
Width
Maintenance
Date
St ID Sec ID Street Name
TERRAC TERR2 TERRACE DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HILLMAN AVENUE
End Location
MEZES AVENUE 375 21 7,875
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
03/19/2021 FDR WITH HMA OVERLAY 0 0 25 100 $0
09/09/2021 HEAVY REHABILITATION 0 0 94 100 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
THURM THURM THURM AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

SAN MATEO CITY
LIMIT
End Location
WOOSTER AVENUE 750 22 16,500
Length Area
Surface
Type
Pre-Combine?
Area ID
73 Current
PCI
09/09/2021 SLURRY SEAL 0 0 64 74 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
29 MTC StreetSaver 300
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
VALERG VALERG VALERGA DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
Alameda de las Pulgas
End Location
Dead End 600 40 24,000
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
03/19/2021 FDR WITH HMA OVERLAY 0 0 1 100 $0
09/09/2021 HEAVY REHABILITATION 0 0 94 100 $0
Comments

AC/AC D
Width
Maintenance
Date
St ID Sec ID Street Name
VALLEY VALL1 VALLEY VIEW AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

NOTRE DAME
AVENUE
End Location
1727 VALLEY VIEW
AVENUE
1,050 22 23,100
Length Area
Surface
Type
Pre-Combine?
Area ID
69 Current
PCI
09/09/2021 SLURRY SEAL 0 0 60 70 $0
Comments

AC/AC D
Width
Maintenance
Date
St ID Sec ID Street Name
VALLEY VALL2 VALLEY VIEW AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
1727 VALLEY VIEW
AVENUE
End Location
OAK KNOLL DRIVE 1,150 20 23,000
Length Area
Surface
Type
Pre-Combine?
Area ID
89 Current
PCI
09/09/2021 SLURRY SEAL 0 0 83 90 $0
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
VILCT VILCT VILLAGE COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

VILLAGE DRIVE
End Location
END OF CUL DE SAC 350 36 12,600
Length Area
Surface
Type
Pre-Combine?
Area ID
74 Current
PCI
09/09/2021 SLURRY SEAL 0 0 64 74 $0
Comments

AC/AC K
Width
Maintenance
Date
St ID Sec ID Street Name
VILDR VILDR VILLAGE DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

CARLMONT DRIVE
End Location
DEAD END 1,000 36 36,000
Length Area
Surface
Type
Pre-Combine?
Area ID
78 Current
PCI
09/09/2021 SLURRY SEAL 0 0 70 79 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
30 MTC StreetSaver 301
Comments
AC F
Width
Maintenance
Date
St ID Sec ID Street Name
VILLA VILLA2 VILLA AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

BELBURN DRIVE
End Location
RALSTON AVENUE 345 29 10,005
Length Area
Surface
Type
Pre-Combine?
Area ID
93 Current
PCI
03/19/2021 FDR WITH HMA OVERLAY 0 0 22 100 $0
09/09/2021 SLURRY SEAL 0 0 94 98 $0
Comments
AC E
Width
Maintenance
Date
St ID Sec ID Street Name
VINE VINE2 VINE STREET Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
1537 VINE STREET /
COP
End Location

SAN CARLOS CITY

LIMIT / COP
955 25 23,875
Length Area
Surface
Type
Pre-Combine?
Area ID
77 Current
PCI
09/09/2021 SLURRY SEAL 0 0 69 78 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
WAKCT WAKCT WAKEFIELD COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

WAKEFIELD DRIVE
End Location
END OF CUL DE SAC 250 32 8,000
Length Area
Surface
Type
Pre-Combine?
Area ID
82 Current
PCI
09/09/2021 SLURRY SEAL 0 0 74 83 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
WAKDR WAK1 WAKEFIELD DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HALLMARK DRIVE
End Location
SOMERSET DRIVE 600 32 19,200
Length Area
Surface
Type
Pre-Combine?
Area ID
77 Current
PCI
09/09/2021 SLURRY SEAL 0 0 68 77 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
WAKDR WAK2 WAKEFIELD DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

SOMERSET DRIVE
End Location
WAKEFIELD DRIVE 2,800 32 89,600
Length Area
Surface
Type
Pre-Combine?
Area ID
77 Current
PCI
09/09/2021 SLURRY SEAL 0 0 68 77 $0
Comments

AC/AC E
Width
Maintenance
Date
St ID Sec ID Street Name
WALTER WALT2 WALTERMIRE STREET Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

FIFTH AVENUE
End Location
EL CAMINO REAL 241 32 7,712
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
09/09/2021 SLURRY SEAL 0 0 87 93 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
31 MTC StreetSaver 302
Comments
AC E
Width
Maintenance
Date
St ID Sec ID Street Name
WALTER WALT3 WALTERMIRE STREET Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

SIXTH AVENUE
End Location
FIFTH AVENUE 259 38 9,842
Length Area
Surface
Type
Pre-Combine?
Area ID
88 Current
PCI
09/09/2021 SLURRY SEAL 0 0 82 89 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
WALTHA WALTH1 WALTHAM CROSS Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

COMSTOCK CIRCLE
End Location
2748 WALTHAM
CROSS
1,000 31 31,000
Length Area
Surface
Type
Pre-Combine?
Area ID
92 Current
PCI
07/15/2018 SLURRY SEAL 0 0 75 83 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
WALTHA WALTH2 WALTHAM CROSS Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location
2748 WALTHAM
CROSS
End Location
ST. JAMES ROAD 435 31 13,485
Length Area
Surface
Type
Pre-Combine?
Area ID
86 Current
PCI
07/15/2018 SLURRY SEAL 0 0 73 81 $0
Comments
AC J
Width
Maintenance
Date
St ID Sec ID Street Name
WATERL WATERL WATERLOO COURT Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HALLMARK DRIVE
End Location
END OF CUL DE SAC 700 32 22,400
Length Area
Surface
Type
Pre-Combine?
Area ID
86 Current
PCI
07/15/2018 SLURRY SEAL 0 0 67 77 $0
Comments

AC/AC J
Width
Maintenance
Date
St ID Sec ID Street Name
WEMBER WEMB2 WEMBERLY DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

HALLMARK DRIVE
End Location
ST. JAMES ROAD 1,000 31 31,000
Length Area
Surface
Type
Pre-Combine?
Area ID
91 Current
PCI
07/15/2018 SLURRY SEAL 0 0 64 74 $0
Comments

AC/AC C
Width
Maintenance
Date
St ID Sec ID Street Name
WESSEX WESS1 WESSEX WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

END OF CUL DE SAC
End Location
HILLER STREET 600 34 20,400
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
03/19/2021 FDR WITH HMA OVERLAY 0 0 10 100 $0
09/09/2021 HEAVY REHABILITATION 0 0 93 100 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
32 MTC StreetSaver 303
Comments

AC/AC C
Width
Maintenance
Date
St ID Sec ID Street Name
WESSEX WESS3 WESSEX WAY Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

GRANADA STREET
End Location

ENTRANCE TO POST
OFFICE
400 34 13,600
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
03/19/2021 FDR WITH HMA OVERLAY 0 0 11 100 $0
09/09/2021 HEAVY REHABILITATION 0 0 93 100 $0
Comments

AC/AC G
Width
Maintenance
Date
St ID Sec ID Street Name
WOOSTE WOOSTE WOOSTER AVENUE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

SAN MATEO CITY
LIMIT
End Location
CIPRIANI BOULEVARD 900 18 16,200
Length Area
Surface
Type
Pre-Combine?
Area ID
94 Current
PCI
03/19/2021 FDR WITH HMA OVERLAY 0 0 32 100 $0
09/09/2021 LIGHT REHABILITATION 0 0 94 100 $0
Comments

AC/AC J
Width
Maintenance
Date
St ID Sec ID Street Name
YOSEMI YOSEMI YOSEMITE DRIVE Residential/Local
Functional Class
Treatment Sq. Ft. Thickness
PCI Prior to
M&R
PCI after
M&R
Cost of
Maintenance
Begin Location

TAHOE DRIVE
End Location
LASSEN DRIVE 1,100 28 30,800
Length Area
Surface
Type
Pre-Combine?
Area ID
77 Current
PCI
09/09/2021 SLURRY SEAL 0 0 69 78 $0
Printed: 4/25/2022
M & R History CITY OF BELMONT
Criteria: Maintenance Date BETWEEN 1/1/2018 AND
1/1/2022
33 MTC StreetSaver 304
City of Belmont
Five-Year Pavement
Master Expenditure Plan
For
Paving Years FY23/24 through FY28/29
305
February 21, 2024 Project No. 230151-01
Bozhena Palatnik
Senior Civil Engineer
Public Works Department
City of Belmont
One Twin Pines Lane, Suite 385
Belmont, CA 94002
Subject: City of Belmont Five-Year Pavement Master Expenditure Plan for Paving Years FY24/25 through FY28/29
Dear Bozhena:

PEI is pleased to present this letter report outlining our efforts in the development of the City of Belmont’s Five-Year Pavement Expenditure Plan for Paving Years FY24/25 through FY28/29. This report outlines our approach and recommendations.

BACKGROUND
The City of Belmont maintains approximately 70 centerline miles (approximately 10,530,000 square feet) of pavement. The current systemwide Pavement Condition Index (PCI) is 68.

The system requires over $9,100,000 over the next five years to maintain an average PCI of

68. The City projects a total of almost $12.500,000, over the next five years (~$2.5M per year), that can be used for pavement maintenance and rehabilitation projects. The City wants to develop the next five-year expenditure plan that maximizes the effectiveness of the available funds.

To further assist the reader’s understanding of the plan development, PEI is including a short primer that addresses some of the basic principles of asphalt pavement design and deterioration that are utilized in this study.

PAVEMENT DETERIORATION (A PRIMER)
Pavement Deterioration
Asphalt pavement deteriorates from two processes: fatigue and aging. These processes occur simultaneously. In a well-designed and constructed pavement, the two processes result in the need to rehabilitate the pavement at approximately the same time. This is called 306
Bozhena Palatnik
February 21, 2024
Project No. 230152-01

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the design life. The design life for most new pavements is 20 years. Each deterioration process has its own set of pavement defects that are related to the process.

Fatigue
Fatigue results from repetitive axle loading. As the pavement structure flexes or bends from axle loads, the asphalt concrete layer’s ability to flex is consumed. With sufficient bending, the asphalt concrete layer begins to break at the bottom. This cracking progresses upward until it reaches the surface and appears as alligator cracking.

As the pavement structure, its supporting soils, and the precise loading from wheel loads vary, so does the time it takes for alligator cracking to appear. As alligator cracking appears, the pavement can be repaired with digouts, which involve removing and replacing asphalt concrete in the affected areas. When the total cumulative quantity of digouts reaches approximately 10 to 15 percent of the total area, the pavement is considered to have reached its design life and requires major rehabilitation.

Aging
Asphalt concrete is composed of aggregates and asphalt binder. The aggregates used generally are of fair quality and do experience some breakdown over time. To a minor extent, aggregate base layer can age if contaminated by fine aggregate (fines) that are transported from the subsoil into the aggregate base. Aggregate aging problems need to be addressed with maintenance procedures.

The asphalt concrete binder ages as well. As the asphalt binder ages, it loses volume through the evaporation of volatile components in the asphalt. As the volume decreases, the pavement will progressively crack from the resulting tensile strain in the layer. These cracks normally show up first as transverse and longitudinal cracks. They also show up at weak areas, such as paving joints. These cracks widen and increase over time until the pavement has a checkerboard appearance.

The aging process also causes the pavement to become more brittle. The increased stiffness results in additional cracking from loaded vehicles. Load-induced cracking, from asphalt concrete that has become brittle, is very similar in appearance to fatigue cracking.

The major agents for deterioration of asphalt concrete binder is oxygen and water. The carrier of the oxygen is water. Water enters the pavement either from the surface or as water vapor from underneath. In addition, the water has a stripping effect causing the binder to peel away from the aggregate.
307
Bozhena Palatnik
February 21, 2024
Project No. 230152-01

Z:\Shared\R Drive\Active Projects\Belmont, City of\230152 - 5 Year Plan\Task 01\Text\Final Report 2-21-2024\230152-01_5 Year Plan_Final Report_2-21-24.docx

PROJECT APPROACH
PEI’s project approach consists of three separate tasks to develop the recommended street lists for the five-year pavement expenditure plan. These tasks include:

Task 1 - Evaluation of the City’s PMP database.

Task 2 - Field review of streets.

Task 3 - Update Unit Prices
Task 4 - Development of the Five-Year project lists.

Each of these tasks are explained in detail below.

Task 1 - Evaluation of the City’s PMP Database
PEI started this project by reviewing the City’s PMP database. The City of Belmont maintains and uses the Metropolitan Transportation Commission’s StreetSaver® program to manage their pavements. The program computes and tracks the pavement condition index (PCI) of each street segment within the City, based on field collected pavement distresses. The program also tracks the history of any previous maintenance and rehabilitation work performed on City streets. This program is very powerful and a lot of meaningful information can be gleaned from the database files. The following table breaks down the City’s database by PCI range:

Breakdown of Total System by PCI Range / Condition
Condition PCI Range % of Total Area (SqFt) CL Miles
Excellent 100-91 7.1% 745,752 5.73
Good 90-71 56.1% 5,911,863 38.40
Fair 70-51 16.0% 1,681,877 11.50
Poor 50-31 7.5% 792,802 4.92
Failed 30-0 13.3% 1,412,952 9.42
Totals: 100.0% 10,545,246 69.97
The table shows that over 79.2% of the system is in the Excellent to Fair range (90 to 51). It should be noted that while a majority of the City’s system is in good condition, 20.8% is in poor to failed condition.
308
Bozhena Palatnik
February 21, 2024
Project No. 230152-01

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As part of the analysis, PEI did a ten-point PCI spread on the entire road network. The results are shown in the table below.

This chart shows the distribution of the City’s street system in 10 point groupings. It is interesting to note that that over 50% of the system has a PCI higher than 70 indicating that the City has been working on their street system.

As part of our system review, we also evaluated the condition of each functional classification.

The results are summarized below in the table.

Functional
Class
Centerline
Miles Lane Miles Area (SqFt) Percent of System Average PCI Arterial 12.38 24.00 2,041,505 19.36% 79
Collector 9.71 20.14 1,538,895 14.59% 70
Residential 47.88 95.14 6,964,846 66.05% 64
TOTAL 69.97 139.28 10,545,246 100% 68
100-91 90-81 80-71 70-61 60-51 50-41 40-31 30-21 20-11 10-0 Area (SqFt)
PCI Range
Total System by Functional Class by PCI Range
Arterials
Collectors
Residentials
309
Bozhena Palatnik
February 21, 2024
Project No. 230152-01

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Where possible for this project, PEI utilized Critical Point Management to select project streets. Critical Point Management recognizes that pavements require different types of treatments at different times along their deterioration cycle. The idea is to select and schedule the pavement’s needed treatment before the pavement deteriorates to a point where the next, more aggressive treatment is required. The focus is trying to do the right treatment at the right time to the right pavement. The chart below illustrates this principle.

There is a direct correlation between the PCI of a street and the appropriate treatment cost.

The lower the PCI, the higher the cost of the needed the treatment.

Task 2 - Field Review of Streets
As part of the plan development, the City streets were reviewed to confirm the recommended treatment. After our review it was determined that if every street in the system was treated with the next needed treatment, then about 20% of the system would need a light or heavy maintenance treatment, about 50% of the system would need a light rehabilitation and about 30% would need heavy rehabilitation or reconstruction.

Task 3 – Update Unit Prices
As part of the plan development, PEI me with the City and updated the unit prices used in the City’s StreetSaver® database. It was determined that in order to accurately represent true project costs, each of the unit prices should include the estimated construction cost for 310
Bozhena Palatnik
February 21, 2024
Project No. 230152-01

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the paving work, curb ramp upgrades & miscellaneous PCC repairs and storm water mitigation requirements as well as soft costs for design and construction management and materials testing and inspection.

The following table shows the unit prices used in the plan and how the costs were derived.

The unit prices are based on costs from July 2023. Using the developed unit prices and applying them to the identified next needed treatment revealed that over $140M would be needed in order to treat every street in the City’s system over the next 5 years.

Task 4 - Development of the Five-Year Project Lists
To develop the proposed street lists identified in the pavement expenditure plan, PEI started with the City’s current Five-Year Pavement Capital Improvement Plan. This plan covered project years 2021 through 2026. Since project years 2021 and 2022 were complete and 2023 and 2024 were programed, we updated the costs for the remaining streets from 2025 311
Bozhena Palatnik
February 21, 2024
Project No. 230152-01

Z:\Shared\R Drive\Active Projects\Belmont, City of\230152 - 5 Year Plan\Task 01\Text\Final Report 2-21-2024\230152-01_5 Year Plan_Final Report_2-21-24.docx
and 2026. The exercise revealed that the remaining work was estimated to cost over $21M.

After consultation with City staff, it was determined to still program all of the streets and work during design to physically evaluate the pavements and see if value engineering could be used to find cost effective alternatives that will still provide the desired service life from the treatments. This approach will require the designer to use value engineering techniques, such as deflection testing, to maximize the number of treated pavements and minimize costs.

The unit prices used for to develop each year’s estimated budget are based on the PCI of each road segment and value engineering cannot be accounted for during the planning stages of a project.

The following is a summary of the estimated costs by program year.

DISCUSSION OF GREEN INFRASTRUCTURE AND THE MUNICIPAL REGIONAL

PERMIT (MRP)
In July, 2023, the California Regional Water Quality Control Board San Fransico Bay Region revised their permit for waste discharge of stormwater runoff from municipal separate storm sewer systems. The updates require that redevelopment projects including pavement maintenance and road reconstruction be reviewed to determine if they trigger the requirement to implement green infrastructure elements into the design to address and treat pollutants associated with stormwater runoff.

PLAN YEAR ESTIMATED
COST
FY 23/24 $ 929,235
FY 24/25 $ 5,594,090
FY 25/26 $ 3,153,421
FY 26/27 $ 3,545,043
FY 27/28 $ 3,287,717
FY 28/29 $ 964,178

CITY OF BELMONT

PAVEMENT EXPENDITURE PLAN
YEARS FY 23/24 THROUGH FY 28/29
312
Bozhena Palatnik
February 21, 2024
Project No. 230152-01

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The intent of green infrastructure is to filter and absorb stormwater where is falls utilizing a range of measures including plant and soil systems, permeable pavement or other permeable surfaces or substances, stormwater harvest and reuse, or landscaping to store, infiltrate, or evapotranspire stormwater to reduce flows to sewer systems or to surface waters. This approach is different than the current approach of gray infrastructure systems utilizing gutters, pipes, and tunnels to move stormwater.

The full impact of implementing these requirements into a typical roadway improvement project is developing, however, the requirements appear to effect all pavement projects with the exception of crack seal and slurry seal projects. To account for the additional project costs, the plan analysis has added a 15% Municipal Reginal Permit (MRP) allowance to the calculated unit prices for all treatments with the exception of crack seal and slurry seal treatments.

LIMITATIONS
This report has been prepared based on the indicated field testing and application of our knowledge of pavement technology. The repair strategies in this report are based upon industry standards.

The report contains projections of future life. These are given to provide a broad outline for pavement maintenance budgeting. They should not be interpreted as providing definitive predictions of future pavement performance.

The treatment costs used in this report are based on the City of Belmont’s StreetSaver® decision tree revised in July 2023. Actual costs will vary depending on the size and scope of the project.

Our professional services were performed, findings obtained, and recommendations prepared in accordance with generally accepted engineering principles and practices. No warranty is either expressed or implied.
313
Bozhena Palatnik
February 21, 2024
Project No. 230152-01

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SUMMARY
PEI has analyzed the City of Belmont’s existing StreetSaver® database to develop candidate streets, field reviewed the candidate streets and developed potential project lists for the City’s Pavement Expenditure Plan for years FY24/25 through FY28/29. Our recommended streets are attached.

Very truly yours,
PAVEMENT ENGINEERING INC.

Joseph L. Ririe, P.E.

Senior Principal Engineer
Enclosures: Proposed Annual Project Lists
pc: C File
230152-01
314

CITY OF BELMONT

FIVE-YEAR MASTER PAVEMENT EXPENDITURE PLAN
PAVING YEARS FY 23/24 THROUGH FY 28/29
Street Name Beginning Location End Location Length
(LF) Width (LF) Section Area (SF) FC Current PCI
Anticipated
Treatment Estimated Cost
ACADEMY AVENUE s/o BELBURN DRIVE s/o ALDEN DRIVE 540 29 15660 R 74 Light Maintenance $ 16,286 ADELAIDE WAY CHRISTIAN DRIVE (N) CHRISTIAN DRIVE (S) 1600 32 51200 R 67 Light Maintenance $ 53,248 ANITA AVENUE MALCOLM AVENUE END OF CUL DE SAC 540 29 15660 R 77 Light Maintenance $ 16,286 ANITA AVENUE EL CAMINO REAL MALCOLM AVENUE 775 29 22475 R 64 Light Maintenance $ 23,374 ANITA COURT ANITA AVENUE END OF CUL DE SAC 200 34 6800 R 71 Light Maintenance $ 7,072 BELMONT CANYON ROAD 2744 BELMONT CANYON ROAD RALSTON AVENUE WEST INT 1,090 29 31610 R 75 Light Maintenance $ 32,874 BELMONT CANYON ROAD HILLCREST DRIVE 2744 BELMONT CANYON ROAD 950 26 24700 R 77 Light Maintenance $ 25,688 CAMBRIDGE STREET HILLER STREET MARINE VIEW AVENUE 1,500 33 49500 R 78 Light Maintenance $ 51,480 CHEVY STREET BELBURN DRIVE RALSTON AVENUE 670 29 19430 R 67 Light Maintenance $ 20,207 CLEE STREET NOTRE DAME AVENUE CHEVY STREET 475 29 13775 R 70 Light Maintenance $ 14,326 CORMORANT ROAD SHOREWAY ROAD REDWOOD CITY LIMIT 415 30 12450 R 87 Light Maintenance $ 12,948 CORONET BOULEVARD ALAMEDA DE LAS PULGAS LYON AVENUE 950 22 20900 R 77 Light Maintenance $ 21,736 COVINGTON ROAD ALAMEDA DE LAS PULGAS ALAMEDA DE LAS PULGAS 1,450 21 30450 R 89 Light Maintenance $ 31,668 CREST VIEW AVENUE HILLER STREET OLD COUNTY ROAD 450 34 15300 R 90 Light Maintenance $ 15,912 DAVIS DRIVE RALSTON AVENUE 10 DAVIS DRIVE 700 43 30100 R 67 Light Maintenance $ 31,304 EL VERANO WAY MAYWOOD DRIVE LADERA WAY 750 27 20250 R 77 Light Maintenance $ 21,060 EL VERANO WAY LADERA WAY ALAMEDA DE LAS PULGAS 250 40 10000 R 77 Light Maintenance $ 10,400 FOREST AVENUE MONROE AVENUE ALAMEDA DE LAS PULGAS 550 20 11000 R 90 Light Maintenance $ 11,440 FURLONG STREET RALSTON AVENUE O'NEILL AVENUE 800 29 23200 R 68 Light Maintenance $ 24,128 GRANADA STREET RALSTON AVENUE O'NEILL AVENUE 840 29 24360 R 80 Light Maintenance $ 25,334 IRWIN STREET RALSTON AVENUE O'NEILL AVENUE 825 29 23925 R 78 Light Maintenance $ 24,882 JUDSON STREET RALSTON AVENUE O'NEILL AVENUE 830 29 24070 R 80 Light Maintenance $ 25,033 KITTIE LANE MAYWOOD DRIVE DEAD END 450 22 9900 R 71 Light Maintenance $ 10,296 LORI COURT LORI DRIVE END OF CUL DE SAC 150 32 4800 R 69 Light Maintenance $ 4,992 LORI DRIVE MARSTEN AVENUE END OF CUL DE SAC 400 32 12800 R 69 Light Maintenance $ 13,312 MONSERAT AVENUE LINCOLN AVENUE CIPRIANI BOULEVARD 2,440 23 56120 R 67 Light Maintenance $ 58,365 MONSERAT AVENUE NEWLANDS AVENUE LINCOLN AVENUE 820 25 20500 R 78 Light Maintenance $ 21,320 MIDDLESEX ROAD HILLER STREET CAMBRIDGE STREET 550 33 18150 R 74 Light Maintenance $ 18,876 MUIR WAY YOSEMITE DRIVE TAHOE DRIVE 335 28 9380 R 90 Light Maintenance $ 9,755 OAK KNOLL DRIVE VALLEY VIEW AVENUE END OF CUL DE SAC 1590 20 31800 R 72 Light Maintenance $ 33,072 ONEILL AVE HILLER STREET IRWIN STREET 238 17 4046 R 80 Light Maintenance $ 4,208 2024 PAVING PROJECT - (SLURRY SEAL)

CITY OF BELMONT

FIVE-YEAR MASTER PAVEMENT EXPENDITURE PLAN
PAVING YEARS FY 23/24 THROUGH FY 28/29
Street Name Beginning Location End Location Length
(LF) Width (LF) Section Area (SF) FC Current PCI
Anticipated
Treatment Estimated Cost
ONEILL AVE IRWIN STREET JUDSON STREET 237 17 4029 R 75 Light Maintenance $ 4,190 ONEILL AVE JUDSON STREET KEDITH STREET 235 17 3995 R 73 Light Maintenance $ 4,155 ONEILL AVE KEDITH STREET DAIRY LANE 154 35 5390 R 81 Light Maintenance $ 5,606 ONEILL AVE 100' WEST OF FIFTH AVE SIXTH AVE (W) 170 35 5950 R 83 Light Maintenance $ 6,188 OXFORD WAY 192 OXFORD WAY OXFORD (CIRCLE) 840 33 27720 R 90 Light Maintenance $ 28,829 ROXBURY WAY HILLER STREET CAMBRIDGE STREET 700 33 23100 R 79 Light Maintenance $ 24,024 SEM LANE DEAD END SHOREWAY DRIVE 650 36 23400 R 59 Light Maintenance $ 24,336 SIXTH AVENUE HARBOR BOULEVARD LANE STREET 450 28 12600 A 80 Light Maintenance $ 13,104 SIXTH AVENUE LANE STREET E STREET 300 20 6000 A 75 Light Maintenance $ 6,240 SIXTH AVENUE E STREET SAN CARLOS CITY LIMIT 575 31 17825 A 78 Light Maintenance $ 18,538 SKYMONT DRIVE MARSTEN AVENUE DEAD END / DIONNE COURT 1,350 32 43200 R 59 Light Maintenance $ 44,928 WEST NAUGHTON AVENUE BELMONT CANYON RD CULDESAC 975 33 32175 R 74 Light Maintenance $ 33,462 YORKSHORE WAY MOUNTAIN VIEW AVENUE MARINE VIEW AVENUE 700 34 23800 R 82 Light Maintenance $ 24,752 $ 929,235
2024 PAVING PROJECT - (SLURRY SEAL) (Continued)

CITY OF BELMONT

FIVE-YEAR MASTER PAVEMENT EXPENDITURE PLAN
PAVING YEARS FY 23/24 THROUGH FY 28/29
Street Name Beginning Location End Location Length
(LF) Width (LF) Section Area (SF) FC Current PCI
Anticipated
Treatment Estimated Cost
FOREST AVENUE ALAMEDA DE LAS PULGAS CIPRIANI BOULEVARD 950 18 17,100 R 29 Light Rehabilitation $ 215,802 CORONET BOULEVARD ARTHUR AVENUE PRINDLE ROAD 1,550 22 34,100 R 40 Light Rehabilitation $ 430,342 CORONET BOULEVARD LYON AVENUE ARTHUR AVENUE 1,750 22 38,500 R 66 Light Rehabilitation $ 485,870 MONTE CRESTA DRIVE SAN JUAN BOULEVARD BARCLAY WAY 1,600 22 35,200 R 42 Light Rehabilitation $ 444,224 MONTE CRESTA DRIVE BARCLAY WAY MONTE CRESTA COURT 225 22 4,950 R 81 Light Rehabilitation $ 62,469 MONTE CRESTA DRIVE MONTE CRESTA COURT DEAD END 600 22 13,200 R 36 Heavy Rehabilitation $ 265,848 PULLMAN AVENUE COVINGTON ROAD CORONET BOULEVARD 2,150 20 43,000 R 54 Light Rehabilitation $ 542,660 PULLMAN AVENUE CORONET BOULEVARD RALSTON AVENUE 200 24 4,800 R 0 Heavy Rehabilitation $ 96,672 RALSTON FRONTAGE RD HILLER KEDITH ST 675 38 25,650 R 0 Heavy Rehabilitation $ 516,591 RALSTON FRONTAGE RD GRANADA ST HILLER 200 21 4,200 R 78 Heavy Rehabilitation $ 84,588 COMSTOCK CIRCLE REFUGE BOUNDARY WALTHAM CROSS 400 40 16,000 R 13 Heavy Rehabilitation $ 322,240 COMSTOCK CIRCLE HALLMARK DRIVE (S) HALLMARK DRIVE (W) 2,300 31 71,300 R 17 Heavy Rehabilitation $ 1,435,982 LOWER LOCK AVENUE END OF PAVED ROAD HILLCREST DRIVE 950 26 24,700 R 51 Heavy Rehabilitation $ 497,458 E STREET FIFTH AVENUE SIXTH AVENUE 300 32 9,600 R 3 Heavy Rehabilitation $ 193,344 $ 5,594,090
2025 PAVING PROJECT - (LIGHT AND HEAVY REHABILITATION)

CITY OF BELMONT

FIVE-YEAR MASTER PAVEMENT EXPENDITURE PLAN
PAVING YEARS FY 23/24 THROUGH FY 28/29
Street Name Beginning Location End Location Length
(LF) Width (LF) Section Area (SF) FC Current PCI
Anticipated
Treatment Estimated Cost
BROADWAY SIXTH AVENUE SUNNYSLOPE AVENUE 300 30 9,000 R 5 Heavy Rehabilitation $ 181,260 BROADWAY SUNNYSLOPE AVENUE PALOMA AVENUE 300 23 6,900 R 6 Heavy Rehabilitation $ 138,966 COLLEGE VIEW WAY SOUTH ROAD END OF TURN A ROUND 1,050 24 25,200 R 19 Heavy Rehabilitation $ 507,528 EL VERANO WAY CHULA VISTA DRIVE MAYWOOD DRIVE 1,650 27 44,550 R 24 Heavy Rehabilitation $ 897,237 FERNWOOD WAY CHULA VISTA DRIVE EL VERANO WAY 780 27 21,060 R 25 Heavy Rehabilitation $ 424,148 KING STREET SIXTH AVENUE SAN CARLOS CITY LIMIT / SOUTH END 425 23 9,775 R 9 Heavy Rehabilitation $ 196,869 KORBEL WAY SOUTH ROAD END OF CUL DE SAC 220 22 4,840 R 18 Heavy Rehabilitation $ 97,478 LANE STREET MOLITOR ROAD PROSPECT STREET 350 23 8,050 R 7 Heavy Rehabilitation $ 162,127 PALM AVENUE (FIFTH) ONEIL AVE COP 100' N/O ONEIL AVE 100 14 1,400 R 15 Heavy Rehabilitation $ 28,196 PALOMA AVENUE DEAD END VINE STREET 850 24 20,400 R 24 Heavy Rehabilitation $ 410,856 PHYLLIS COURT COLLEGE VIEW WAY END OF CUL DE SAC 200 27 5,400 R 8 Heavy Rehabilitation $ 108,756 $ 3,153,421
2026 PAVING PROJECT - (HEAVY REHABILITATION)

CITY OF BELMONT

FIVE-YEAR MASTER PAVEMENT EXPENDITURE PLAN
PAVING YEARS FY 23/24 THROUGH FY 28/29
Street Name Beginning Location End Location Length
(LF) Width (LF) Section Area (SF) FC Current PCI
Anticipated
Treatment Estimated Cost
PROSPECT STREET LANE STREET SAN CARLOS CITY LIMIT / COP 500 22 11,000 R 18 Heavy Rehabilitation $ 221,540 SUNNYSLOPE AVENUE O'NEILL AVENUE HARBOR BOULEVARD 870 30 26,100 R 3 Heavy Rehabilitation $ 525,654 SUNNYSLOPE AVENUE HARBOR BOULEVARD 1572 SUNNYSLOPE AVENUE 600 200 120,000 R 10 Heavy Rehabilitation $ 2,416,800 SUNNYSLOPE AVENUE LANE STREET SAN CARLOS CITY LIMIT 860 22 18,920 R 18 Heavy Rehabilitation $ 381,049 $ 3,545,043
2027 PAVING PROJECT - (HEAVY REHABILITATION)

CITY OF BELMONT

FIVE-YEAR MASTER PAVEMENT EXPENDITURE PLAN
PAVING YEARS FY 23/24 THROUGH FY 28/29
Street Name Beginning Location End Location Length
(LF) Width (LF) Section Area (SF) FC Current PCI
Anticipated
Treatment Estimated Cost
VANNIER DRIVE SOUTH ROAD (W) SOUTH ROAD (E) 875 23 20,125 R 30 Heavy Rehabilitation $ 405,318 LASSEN DRIVE SB TAHOE AVENUE 1117 LASSEN DRIVE 650 17 11,050 R 50 Heavy Rehabilitation $ 222,547 LASSEN DRIVE NB 1117 LASSEN DRIVE TAHOE AVENUE 650 20 13,000 R 56 Heavy Rehabilitation $ 261,820 SAN JUAN BOULEVARD CIPRIANI BOULEVARD MONTE CRESTA DRIVE 1,600 26 41,600 C 25 Heavy Rehabilitation $ 1,065,792 SAN JUAN BOULEVARD MONTE CRESTA DRIVE EAST LAUREL CREEK ROAD 2,000 26 52,000 C 40 Heavy Rehabilitation $ 1,332,240 $ 3,287,717
2028 PAVING PROJECT - (HEAVY REHABILITATION)

CITY OF BELMONT

FIVE-YEAR MASTER PAVEMENT EXPENDITURE PLAN
PAVING YEARS FY 23/24 THROUGH FY 28/29
Street Name Beginning Location End Location Length
(LF) Width (LF) Section Area (SF) FC Current PCI
Anticipated
Treatment Estimated Cost
ACADEMY AVENUE RALSTON AVENUE s/o BELBURN DRIVE 500 30 15,000 R 83 Light Maintenance $ 15,600 BAYVIEW AVENUE MILLER AVENUE FOREST AVENUE 1,200 19 22,800 R 91 Light Maintenance $ 23,712 BELBURN DRIVE ACADEMY AVENUE VILLA AVENUE 300 30 9,000 R 88 Light Maintenance $ 9,360 BELLE MONTI AVENUE NOTRE DAME AVENUE ALAMEDA DE LAS PULGAS 950 20 19,000 R 91 Light Maintenance $ 19,760 BERESFORD AVENUE HILLCREST DRIVE LOWER LOCK AVENUE 1,000 26 26,000 R 91 Light Maintenance $ 27,040 BIDDULPH WAY HILLER STREET ENTRANCE TO MAE NESBIT SCHOOL 110 29 3,190 R 91 Light Maintenance $ 3,318 BUENA VISTA AVENUE CIPRIANI BOULEVARD 2511 BUENA VISTA AVENUE 400 32 12,800 R 91 Light Maintenance $ 13,312 BUENA VISTA AVENUE 2511 BUENA VISTA AVENUE MONSERAT AVENUE 450 45 20,250 R 90 Light Maintenance $ 21,060 CIPRIANI BOULEVARD ALAMEDA DE LAS PULGAS NEWLANDS AVENUE 1,750 22 38,500 C 86 Light Maintenance $ 42,350 CLIPPER DRIVE CONCOURSE DRIVE (W) CONCOURSE DRIVE (E) 1,550 37 57,350 R 88 Light Maintenance $ 59,644 CONTINENTALS WAY LYALL WAY CIPRIANI BOULEVARD 700 40 28,000 R 89 Light Maintenance $ 29,120 CORONET BOULEVARD PRINDLE ROAD RALSTON AVENUE 1,400 22 30,800 R 91 Light Maintenance $ 32,032 CYPRESS AVENUE MIDDLE ROAD LAUREL AVENUE 350 25 8,750 A 68 Light Maintenance $ 11,988 DALE VIEW AVENUE HILLER STREET OLD COUNTY ROAD 460 34 15,640 C 82 Light Maintenance $ 17,204 FRANCIS AVENUE NOTRE DAME AVENUE FAIRWAY DRIVE 600 20 12,000 R 91 Light Maintenance $ 12,480 FRANCIS COURT FRANCIS AVENUE END OF CUL DE SAC 185 25 4,625 R 91 Light Maintenance $ 4,810 GORDON AVENUE CYPRESS AVENUE HILL STREET 425 33 14,025 R 74 Light Maintenance $ 14,586 HARBOR BOULEVARD SIXTH AVENUE SUNNYSLOPE AVENUE 300 36 10,800 C 64 Light Maintenance $ 11,880 HARBOR BOULEVARD EL CAMINO REAL SIXTH AVENUE 500 50 25,000 A 57 Light Maintenance $ 34,250 HARBOR BOULEVARD SUNNYSLOPE AVENUE MOLITOR ROAD 670 25 16,750 C 44 Light Maintenance $ 18,425 ISLAND PARKWAY END PCC BEGINNING PCC 185 60 11,100 C 64 Light Maintenance $ 12,210 KIMMIE COURT CORONET BOULEVARD END OF CUL DE SAC 500 34 17,000 R 94 Light Maintenance $ 17,680 LYALL WAY LAKE ROAD CONTINENTALS WAY 750 32 24,000 R 91 Light Maintenance $ 24,960 MERRY MOPPET LANE LYALL WAY CARLMONT DRIVE 675 17 11,475 R 85 Light Maintenance $ 11,934 MOUNTAIN VIEW AVENUE DEAD END CHESTERTON AVENUE 100 33 3,300 R 90 Light Maintenance $ 3,432 MOUNTAIN VIEW AVENUE CHESTERTON AVENUE HILLER STREET 300 34 10,200 R 90 Light Maintenance $ 10,608 MOUNTAIN VIEW AVENUE HILLER STREET OLD COUNTY ROAD 700 34 23,800 R 89 Light Maintenance $ 24,752 NOTRE DAME AVENUE MILLER AVENUE ALAMEDA DE LAS PULGAS 790 20 15,800 C 84 Light Maintenance $ 17,380 NOTRE DAME AVENUE RALSTON AVENUE ARBOR AVENUE 1,750 22 38,500 C 92 Light Maintenance $ 42,350 ONEILL AVE SIXTH AVENUE (W) SUNNYSLOPE AVENUE 300 28 8,400 R 83 Light Maintenance $ 8,736 ONEILL AVE EL CAMINO REAL 100' WEST OF FIFTH AVE 370 37 13,690 R 19 Light Maintenance $ 14,238 2029 PAVING PROJECT - (SLURRY SEAL)

CITY OF BELMONT

FIVE-YEAR MASTER PAVEMENT EXPENDITURE PLAN
PAVING YEARS FY 23/24 THROUGH FY 28/29
Street Name Beginning Location End Location Length
(LF) Width (LF) Section Area (SF) FC Current PCI
Anticipated
Treatment Estimated Cost
OXFORD CT (NORTH) OXFORD WAY NORTH END 209 26 5,434 R 82 Light Maintenance $ 5,651 OXFORD CT (SOUTH) OXFORD WAY SOUTH END 138 25 3,450 R 82 Light Maintenance $ 3,588 PINE KNOLL DRIVE END OF CUL DE SAC HILLMAN AVENUE 1,510 20 30,200 R 91 Light Maintenance $ 31,408 PONCE AVENUE PRINDLE ROAD READ AVENUE 1,450 18 26,100 R 94 Light Maintenance $ 27,144 PONCE AVENUE READ AVENUE CIPRIANI BOULEVARD 450 22 9,900 R 94 Light Maintenance $ 10,296 PRINDLE ROAD PONCE CIPRIANI BOULEVARD 323 22 7,106 R 90 Light Maintenance $ 7,390 ROBBIN WHIPPLE WAY BELBURN DRIVE END OF CUL DE SAC 1,150 29 33,350 R 91 Light Maintenance $ 34,684 RUTH AVENUE EL CAMINO REAL NORTH ROAD 1,325 25 33,125 R 89 Light Maintenance $ 34,450 SEMERIA AVENUE CIPRIANI BOULEVARD CASA BONA AVENUE 1,350 18 24,300 R 89 Light Maintenance $ 25,272 SIXTH AVENUE HILL STREET RALSTON AVENUE 500 40 20,000 A 74 Light Maintenance $ 27,400 SIXTH AVENUE RALSTON AVENUE EMMETT AVENUE 275 52 14,300 A 88 Light Maintenance $ 19,591 SUSSEX COURT HILLER STREET END OF CUL DE SAC 150 33 4,950 R 91 Light Maintenance $ 5,148 TALBRYN DRIVE PALOMA AVENUE ARDEN LN 1,325 19 25,175 R 89 Light Maintenance $ 26,182 TERRACE DRIVE HILLMAN AVENUE MEZES AVENUE 375 21 7,875 R 91 Light Maintenance $ 8,190 VALERGA DRIVE Alameda de las Pulgas Dead End 600 40 24,000 R 91 Light Maintenance $ 24,960 VILLA AVENUE BELBURN DRIVE RALSTON AVENUE 345 29 10,005 R 91 Light Maintenance $ 10,405 WESSEX WAY END OF CUL DE SAC HILLER STREET 600 34 20,400 R 91 Light Maintenance $ 21,216 WESSEX WAY GRANADA STREET ENTRANCE TO POST OFFICE 400 34 13,600 R 91 Light Maintenance $ 14,144 WOOSTER AVENUE SAN MATEO CITY LIMIT CIPRIANI BOULEVARD 900 18 16,200 R 91 Light Maintenance $ 16,848 $ 964,178
2029 PAVING PROJECT - (SLURRY SEAL) (Continued)

MRP Annual Report Update - Staff Report

STAFF REPORT
Meeting Date: February 27, 2024
Agency: City of Belmont
Staff Contact: Elizabeth Wada, Public Works, (650) 595-7468, [email protected] Peter Brown, Public Works, (650) 595-7459, [email protected] Agenda Title: Municipal Regional Permit Annual Report Update Agenda Action: For Information Only
Recommendation
Receive an update on Belmont’s Municipal Annual Report. This is an informational report, and no action is required.

Strategic Focus Area
Infrastructure and Mobility
Background
This report provides an overview of the current status of the 2023 California Stormwater Municipal Regional Permit (MRP) and outlines the progress made by Belmont in meeting the permit requirements. The MRP,
issued by the San Francisco Bay Regional Water Quality
Control Board (RWQCB), is a critical regulatory framework aimed at managing stormwater runoff to protect water quality in the San Francisco Bay. It establishes requirements for municipalities to implement stormwater management
programs to prevent pollution and mitigate the impacts of urban runoff. The permit covers a range of activities,
including public education, monitoring, and implementing best management practices (BMPs) to reduce pollutants in stormwater discharges. State’s requirements for municipal agencies in San Mateo County to address the water quality and flow-related impacts of stormwater runoff.

Some of these requirements are implemented directly by municipalities while others are addressed by the San Mateo Countywide Water Pollution Prevention Program on behalf of all the municipalities.

At the end of September 2023, Public Works staff submitted the City’s 2022-23 Annual Report, Attachment A, to the Regional Water Quality Control Board. The report highlighted Belmont’s continued efforts to meet and exceed the requirements of the National Pollutant Discharge Elimination System (NPDES) MRP permit. Every year, this report highlights the significant efforts undertaken by the City to meet the requirements of our permit through public outreach, municipal operations best practices, trash and litter reduction, green infrastructure, illicit discharge detection and elimination, and new development 323

MRP Annual Report Update - Staff Report
and construction review.

Additionally, the San Mateo Countywide Water Pollution Prevention Program (SMCWPPP) also submits an Annual Report covering program-level activities and fulfilling several requirements under the MRP that are conducted at a countywide scale. SMCWPPP's activities benefit 22 municipal agencies in San Mateo County: 15 cities, five towns, the County of San Mateo, and the San Mateo County Flood and Sea Level Rise Resiliency District (FSLRRD, also referred to as OneShoreline).

More details about the countywide report can be found on the San Mateo Countywide Water Pollution Prevention Program’s FlowsToBay webpage: https://www.flowstobay.org/dataresources/reports/annual-report/.

Analysis
Permit Requirements
The new NPDES permit, also known as MRP 3.0, went into effect July 1, 2022 and has additional requirements and changes that are increasing the resources necessary for the City to stay in compliance.

The MRP 3.0, includes costly new mandates relating to:
 Tracking encampments and addressing illegal dumping, illicit discharges, and other stormwater concerns stemming from unsheltered populations.
 Developing and implementing the use of new expansive asset management programs.  Constructing rain gardens and other green infrastructure at higher levels.  Requiring more ambitious and challenging trash load reduction targets.  Regulating more development projects that require stormwater control plans and ongoing inspections.
 Implementing new best management practices, standard operating procedures, and reporting for discharges of water and foam used in emergency firefighting applications.  Increasing water quality monitoring region-wide with an average annual increase of approximately $500,000/year, which is about 40% higher than the typical annual expenditure for this service area.  Increasing reporting requirements in a variety of areas.

Compliance with Permit Requirements
Public Education and Outreach
Belmont has actively engaged in public education and outreach efforts as required by the MRP. Outreach initiatives have included workshops, educational materials, and online resources to raise awareness about stormwater pollution and encourage community participation in pollution prevention.

Monitoring and Reporting
The permit mandates regular monitoring and reporting of stormwater quality, which is published in an Urban Creeks Monitoring Report (UCMR). Belmont and SMCWPPP have adhered to the monitoring schedule and submits the report to the Waterboard for the most recent Water Year (WY2023; October 2022 – September 2023). Monitoring results indicate that the program is successful, as it provides detailed 324

MRP Annual Report Update - Staff Report
information on Low Impact Development (LID) Monitoring, Regional Trash Monitoring, Pesticides and Toxicity Monitoring and Pollutants of Concern (POC) for the program to effectively track, mitigate and provide QA/QC, demonstrating the effectiveness of implemented BMPs.

Best Management Practices Implementation
Belmont has made significant strides in implementing BMPs to reduce pollutants in stormwater runoff.

These practices include, but are not limited to, the adoption of the Green Infrastructure Plan and implementation of regulations per San Mateo County’s C.3 Regulated Projects Guide for private developments, contributing to overall improvements in water quality within the city.

Challenges and Opportunities
While Belmont has demonstrated commendable progress in meeting the requirements of the 2023 California Stormwater MRP, certain challenges persist. These challenges include some MRP provisions or pollutant categories, like trash and PCB load reductions and Provision C.3 requirements for singlefamily homes and road reconstruction and maintenance, including increased implementation of GI requirements. This leads to increased inspections, maintenance and program management, which affects a multitude of staff. For example, beginning FY25, pavement projects costs will increase by 15% for the design and construction of GI facilities. These challenges, along with the additional coordination and participation in countywide and regional efforts and local implementation are a large part of the reporting process of the MRP.

Addressing these challenges presents opportunities for collaboration, innovation, and securing additional resources to enhance stormwater management efforts. For example, the City has partnered with the Silicon Valley Clean Water as a service provider at more cost-effective approach to provide Industrial and Commercial Site inspections as part of the permit requirements. During routine business inspections, if a violation is identified, City Code Enforcement and Public Works are notified to facilitate mitigation.

Future Action Items
City Staff, in coordination with SMCWPPP and other stormwater agencies, are working diligently to meet the new requirements as efficiently as possible. In addition to the City’s effort to address its funding requirements to continue complying with the demands on resources and increased efforts to comply with the permit requirements, SMCWPPP spearheaded a Bay Area Cost Reporting Framework and Guidance Manual to assist permittees in providing a fiscal analysis of the capital and operation and maintenance costs incurred to comply with MRP requirements, so that the waterboard can evaluate the impact of requirements on jurisdictions.

To ensure continued compliance with the 2023 California Stormwater MRP, Belmont will continue its focus on the following action items:
 Continued implementation and refinement of BMPs.
 Ongoing public education and outreach initiatives.
 Collaboration with stakeholders to address challenges and explore funding opportunities.  Regular monitoring and reporting in accordance with permit requirements. 325

MRP Annual Report Update - Staff Report
In conclusion, Belmont continues its progress in meeting the requirements of the 2023 California Stormwater MRP. By addressing challenges and seizing opportunities, we remain committed to safeguarding water quality and contributing to the overall success of stormwater management in our region.

Alternatives

1. Not applicable, information only report.

Attachments
A. Belmont Annual Report FY2022-23
B. MRP PowerPoint Presentation
Fiscal Impact
☐ No Fiscal Impact
☒ Funding Source Confirmed:

Costs associated with MRP compliance are budgeted in the Storm Drainage Fund. Due to the high level of new
requirements, increased costs will be monitored and
incorporated into the budget as part of the annual budget development process, and staff will partner with SMCWPPP for Provision C-20 – Cost Reporting.

Source: Purpose: Public Outreach:

Staff Discretionary Action Posting of Agenda

326
September 28, 2023
Ms. Eileen White
Executive Officer
San Francisco Bay Regional Water Quality Control Board
1515 Clay Street, Suite 1400
Oakland, CA 94612
Subject: City of Belmont
FY 2022/23 Annual Report
Dear Ms. White:

This letter and Annual Report with attachments is submitted by the City of Belmont pursuant to Permit Provision C.22.a. of the Municipal Regional Stormwater NPDES Permit (MRP), Order R2-2022-0018, NPDES Permit No CAS612008 issued by the San Francisco Bay Regional Water Quality Control Board (Water Board). The Annual Report provides documentation of compliance activities conducted during FY 2022/23 and related accomplishments.

Please contact Tracy Scramaglia at [email protected] or (650) 595-7469 regarding any questions or concerns.

Very truly yours,
Tracy Scramaglia, P.E.

Legally Responsible Person
Assistant Public Works Director/City Engineer
327

CITY OF BELMONT
FY 2022/23 ANNUAL REPORT
Certification Statement
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted.

Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted, is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.”
Signature of Legally Responsible Person:
_________
Tracy Scramaglia, P.E. Date
Asst. Public Works Director/City Engineer
9/28/23
328
FY 22-23 Annual Report
City of Belmont
FY 22-23 AR Form i-1 September 2023
Table of Contents
Section Page
Section 1 – Permittee Information...........................................................................................................................1-1 Section 2 – Provision C.2 Municipal Operations.....................................................................................................2-1 Section 3 – Provision C.3 New Development and Redevelopment....................................................................3-1 Section 4 – Provision C.4 Industrial and Commercial Site Controls......................................................................4-1 Section 5 – Provision C.5 Illicit Discharge Detection and Elimination ..................................................................5-1 Section 6 – Provision C.6 Construction Site Controls..............................................................................................6-1 Section 7 – Provision C.7 Public Information and Outreach.................................................................................7-1 Section 9 – Provision C.9 Pesticides Toxicity Controls............................................................................................9-1 Section 10 – Provision C.10 Trash Load Reduction ..............................................................................................10-1 Section 11 – Provision C.11 Mercury Controls ......................................................................................................11-1 Section 12 – Provision C.12 PCBs Controls............................................................................................................12-1 Section 13 – Provision C.13 Copper Controls.......................................................................................................13-1 Section 15 – Provision C.15 Exempted and Conditionally Exempted Discharges............................................15-1 Section 17 – Provision C.17 Discharges Associated with Unsheltered Homeless Populations.........................17-1 329
FY 22-23 Annual Report Permittee Information
City of Belmont
FY 22-23 AR Form 1-1 September 2023
Section 1 – Permittee Information
SECTION I. BACKGROUND INFORMATION
Background Information
Permittee Name: City of Belmont
Population: 27,300
NPDES Permit No.: CAS612008
Order Number: R2-2022-0018
Reporting Time Period (month/year): July 2022 through June 2023 Name of the Responsible Authority: Peter Brown Title: Public Works Director Mailing Address: One Twin Pines Lane, Ste 385
City: Belmont Zip Code: 94002 County: San Mateo
Telephone Number: 650-595-7459 Fax Number:

E-mail Address: [email protected]
Name of the Designated Stormwater
Management Program Contact (if
different from above):

Tracy Scramaglia Title: Assistant Public Works Director/City Engineer Department: Public Works
Mailing Address: One Twin Pines Lane, Ste 385
City: Belmont Zip Code: 94002 County: San Mateo
Telephone Number: 650-595-7469 Fax Number:

E-mail Address: [email protected]
330
FY 22-23 Annual Report C.2 – Municipal Operations
Permittee Name: City of Belmont
FY 22-23 AR Form 2-1 September 2023
Section 2 – Provision C.2 Reporting Municipal Operations Program Highlights
Highlight/summarize activities for reporting year:

Summary:

Refer to the C.2 Municipal Operations section of the countywide Program’s FY 22-23 Annual Report for a description of activities implemented at the countywide and/or regional level.

C.2.a. ►Street and Road Repair and Maintenance
Place a Y in the boxes next to activities where applicable BMPs were implemented. If not applicable, type NA in the box and provide an explanation in the comments section below. Place an N in the boxes next to activities where applicable BMPs were not implemented for one or more of these activities during the reporting fiscal year, then in the comments section below provide an explanation of when BMPs were not implemented and the corrective actions taken.

Y Control of debris and waste materials during road and parking lot installation, repaving, repair, or maintenance activities from polluting stormwater
Y Control of concrete slurry and wastewater, asphalt, pavement cutting, and other street and road maintenance materials and wastewater from discharging to storm drains from work sites
Y Sweeping, vacuuming, and/or other dry methods to remove debris, concrete, or sediment residues, and spills or leaks, from work sites upon completion of work
Comments:
331
FY 22-23 Annual Report C.2 – Municipal Operations
Permittee Name: City of Belmont
FY 22-23 AR Form 2-2 September 2023
C.2.b. ►Sidewalk/Plaza Maintenance and Pavement Washing Place a Y in the boxes next to activities where applicable BMPs were implemented. If not applicable, type NA in the box and provide an explanation in the comments section below. Place an N in the boxes next to activities where applicable BMPs were not implemented for one or more of these activities during the reporting fiscal year, then in the comments section below provide an explanation of when BMPs were not implemented and the corrective actions taken.

Y Control of polluted wash water and non-stormwater from pavement, sidewalk and plaza cleaning, mobile cleaning, outdoor pressure washing operations, and washing down of trash areas and gas station or mobile fueling service areas from discharging to storm drains Y BMPs for washing down outside areas of human habitation include sanitizing procedures Y Implementation of the BASMAA Mobile Surface Cleaner and California Stormwater BMP Handbook (or similar) Program BMPs Comments:

C.2.c. ►Bridge and Structure Maintenance and Graffiti Removal Place a Y in the boxes next to activities where applicable BMPs were implemented. If not applicable, type NA in the box and provide an explanation in the comments section below. Place an N in the boxes next to activities where applicable BMPs were not implemented for one or more of these activities during the reporting fiscal year, then in the comments section below provide an explanation of when BMPs were not implemented and the corrective actions taken.

Y Control of discharges from bridge and structural maintenance activities directly into surface waters or storm drains Y Control of non-stormwater and wash water discharges from graffiti removal activities Y Proper disposal for wastes generated from bridge and structure maintenance and graffiti removal activities Y Employee training on proper capture and disposal methods for wastes generated from bridge and structural maintenance and graffiti removal activities
Y Contract specifications requiring proper capture and disposal methods for wastes generated from bridge and structural maintenance and graffiti removal activities
Comments:
332
FY 22-23 Annual Report C.2 – Municipal Operations
Permittee Name: City of Belmont
FY 22-23 AR Form 2-3 September 2023
C.2.e. ►Rural Public Works Construction and Maintenance Does your municipality own/maintain rural1 roads? Yes X No If your answer is No, then skip to C.2.f.

Place a Y in the boxes next to activities where applicable BMPs were implemented. If not applicable, type NA in the box and provide an explanation in the comments section below. Place an N in the boxes next to activities where applicable BMPs were not implemented for one or more of these activities during the reporting fiscal year, then in the comments section below provide an explanation of when BMPs were not implemented and the corrective actions taken.

Control of road-related erosion and sediment transport from road design, construction, maintenance, and repairs in rural areas Identification and prioritization of rural road maintenance based on soil erosion potential, slope steepness, and stream habitat resources Constructing roads and culverts that do not impact creek functions, including migratory fish passage Inspection of rural roads for structural integrity and prevention of impact on water quality Maintenance of rural roads adjacent to streams and riparian habitat to reduce erosion, replace damaging shotgun culverts, and address excessive erosion
Re-grading of unpaved rural roads to slope outward where consistent with road engineering safety standards, and installation of water bars as appropriate
Inclusion of measures to reduce erosion, provide fish passage, and maintain natural stream geomorphology when replacing culverts or designing new culverts or bridge crossings
Comments (including listing increased maintenance in priority areas):
1 Rural means any watershed or portion thereof that is developed with large lot home-sites, such as one acre or larger, or with primarily agricultural, grazing or open space uses. 333
FY 22-23 Annual Report C.2 – Municipal Operations
Permittee Name: City of Belmont
FY 22-23 AR Form 2-4 September 2023
C.2.f. ►Corporation Yard BMP Implementation
Place an X in the boxes below that apply to your corporation yard(s):

We do not have a corporation yard.

Our corporation yard is a filed NOI facility and regulated by the California State Industrial Stormwater NPDES General Permit.

X We have a Stormwater Pollution Prevention Plan (SWPPP) for the Corporation Yard(s). (For FY 22-23 Annual Report only) Provide links to the Corporation Yard SWPP or include it in the FY 22-23 Annual Report.

Place an X in the boxes below next to implemented SWPPP BMPs to indicate that these BMPs were implemented in applicable instances. If not applicable, type NA in the box. If one or more of the BMPs were not adequately implemented during the reporting fiscal year then indicate so and explain in the comments section below:

X Control of pollutant discharges in stormwater such as wash water X Routine inspection of corporation yard(s) in August or September to ensure non-stormwater discharges have not entered the storm drain system and pollutant discharges are prevented to the maximum extent practicable X Containment of all vehicle and equipment wash areas through plumbing to sanitary sewer or other collection method X Use of dry cleanup methods when cleaning debris and spills from corporation yard(s) or collection and disposal of all wash water to sanitary sewer or other location where it does not impact surface or groundwater if wet cleanup methods are used X Require private companies/contractors to use dry cleanup methods when cleaning debris and spills from corporation yard(s) or collect and dispose of all wash water to sanitary sewer or other location where it does not impact surface or groundwater if wet cleanup methods are used
X Cover and/or berm outdoor storage areas containing pollutants Comments:

If you have a corporation yard(s) that is not an NOI facility, for inspection results for your corporation yard(s), complete the following table, provide a narrative above, or attach a summary including the following information: Do not leave any cells blank. If you are only reporting the information in a narrative above, state that in the table below.

Corporation Yard Name Corp Yard Activities w/ sitespecific SWPPP BMPs Inspection
Date2 Inspection Findings/Results
Date and Description of
Follow-up and/or
Corrective Actions
City of Belmont
Corporation Yard
110 Sem Lane,
general housekeeping;
vehicle/equipment washing;
vehicle/equipment
9/1/2022 All corporation yard BMP’s and Full Capture
Devices in place and no deficiencies noted
No follow-up or
corrective
actions needed
334
FY 22-23 Annual Report C.2 – Municipal Operations
Permittee Name: City of Belmont
FY 22-23 AR Form 2-5 September 2023
Belmont CA. 94002 maintenance & repair; fuel
dispensing; outdoor material
storage; outdoor
waste/recycling storage;
municipal vehicle/heavy
equipment parking;
employee parking.

City of Belmont
Corporation Yard
110 Sem Lane,
Belmont CA. 94002
Inspect and maintain full
capture devices
3/29/2023 No follow-up or
corrective
actions needed
C.2.h. ►Staff Training
Dates of Training Training Topics Covered
Total number of
Permittee
maintenance staff
Permittee maintenance
staff who attended
training
Number Percent
5/2/2022 Corp Yard SWPPP Inspection 15 13 87%
Comments: N/A
2 Minimum inspection frequency is once a year between August 1 and September 30. 335
336
337
338
FY 22-23 Annual Report C.3 – New Development and Redevelopment City of Belmont
FY 22-23 AR Form 3-1 September 2023
Section 3 – Provision C.3 Reporting New Development and Redevelopment C.3.a.ii. ► New Development and Redevelopment Performance Standard Implementation Summary Report
(For FY 22-23 Annual Report only) Provide a brief summary of the methods of implementation of Provisions C.3.a.i.(1)-(8)).

Summary:
 (1) Municipality’s legal authority to implement all requirements of Provision C.3: Belmont has adopted City Ordinance Section 21-193 requiring all projects to conform to the MRP permit requirements.  (2) Adequacy of municipality’s development review and permitting procedures, including use of conditions of approval or other enforceable mechanisms, to implement C.3 requirements: City of Belmont has Standards of Procedures specific for C.3 requirements and MRP 3.0.
 (3) How potential water quality effects and appropriate mitigation measures are addressed in environmental reviews (e.g., CEQA): City of Belmont’s standards and best management practices include site design measures/source control measures to protect water quality.  (4) C.3 training for staff in appropriate departments, and interdepartmental training (Program will report on training at the countywide level): City of Belmont employees attend C.3 training seminars when available.  (5) Outreach/education on C.3 requirements provided to staff, developers, contractors, construction site operators and owner/builders:

City of Belmont has internal meetings to review new C.3 requirements.  (6) How municipality encourages site design measures at unregulated projects subject to Planning/Building Department review: Specific site design measures requested to the applicant and are included in the comments during review.  (7) How municipality encourages source control measures at unregulated projects subject to Planning/Building Department review:

Specific source control measures requested to the applicant and are included in the comments during review.  (8) General Plan revisions (if needed) to integrate water quality/watershed protection with water supply, flood protection, habitat protection, groundwater recharge, and other sustainable development principles and policies. Include dates of General Plan revision:

Environmental Impact Report is included in the general plan. General plan includes sections for open space resources, biological resources, water quality and supply/demand, etc. It was adopted November 2017.

C.3.b.iv.(1) ► Regulated Projects Approved with No Provision C.3 Stormwater Treatment Requirements
(For FY 22-23 Annual Report only) Provide a complete list of development projects that were approved with no Provision C.3 stormwater treatment requirements under a previous MS4 permit and have not begun construction by July 1, 2022. Fill in attached table C.3.b.iv.(1) or attach your own table including the same information.
339
FY 22-23 Annual Report C.3 – New Development and Redevelopment City of Belmont
FY 22-23 AR Form 3-2 September 2023
C.3.b.iv.(2) ►Regulated Projects Reporting
See attached table C.3.b.iv.(2).

C.3.e.iv. ►Alternative or In-Lieu Compliance with Provision C.3.c.

Is your agency choosing to require 100% LID treatment onsite for all Regulated Projects and not allow alternative compliance under Provision C.3.e.?
Yes X No
Comments (optional): NA
C.3.e.v ► Special Projects Reporting

1. In FY 2022-23, has your agency received, but not yet granted final discretionary approval of, a development permit application for a project that has been identified as a potential Special Project based on criteria listed in MRP Provision C.3.e.ii(2) for any of the three categories of Special Projects (Categories A, B or C)? Yes
X
No

2. In FY 2022-23, has your agency granted final discretionary approval to a Special Project? If yes, include the project in both the C.3.b.iv.(2) Table, and the C.3.e.v. Table. X Yes No If you answered “Yes” to either question,
1) Complete Table C.3.e.v.
2) Attach narrative discussion of 100% LID Feasibility or Infeasibility for each project.

The City granted final discretionary approval to the special project at: 608 Harbor Boulevard (see attached) C.3.g.vi.(1) ► Hydromodification Management (HM) Applicability Maps (CCCWP Permittees only)
(For FY 22-23 Annual Report only) Has your agency prepared new HM Applicability Maps or equivalent information?
Yes X No
340
FY 22-23 Annual Report C.3 – New Development and Redevelopment City of Belmont
FY 22-23 AR Form 3-3 September 2023
Does not apply to SMCWPPP Permittees.

C.3.g.vi.(2) ► Hydromodification Management (For CCCWP
Permittees only)
(For FY 22-23 Annual Report only) Submit a Technical Report consisting of a HM Management Plan describing how the CCCWP Permittees will implement the HM Standard specified in Provision C.3.g.iii.

Does not apply to SMCWPPP Permittees.

C.3.h.v.(2). ► List of Newly Installed1 Stormwater Treatment Systems and HM Controls
On an annual basis, before the wet season, provide a list of newly installed (installed within the reporting period) stormwater treatment systems and HM controls to the local mosquito and vector control agency and include a copy of that information in the Annual Report. The list shall include the facility locations and a description of the stormwater treatment measures and HM controls installed. (Optional) Also complete Table C.3.h.v.(2) ► Reporting Newly Installed Stormwater Treatment Systems and HM Controls

1. Did your agency provide the list of newly installed Stormwater Treatment Systems and HM Controls to the Vector Control agency, either individually or through the Countywide Program? (If no, provide an explanation.) X
Yes No

2. Is a copy of the communication, including the list of newly installed treatment/HM measures, included in your Annual Report?
Yes, See
Appendix
3-1
X
No, see
Countywide
Annual
Report for a
copy of the
communication and
list.
1 “Newly Installed” includes those facilities for which the final installation inspection was performed during this reporting year. 341
FY 22-23 Annual Report C.3 – New Development and Redevelopment City of Belmont
FY 22-23 AR Form 3-4 September 2023
C.3.h.v.(3)(a) – (c) and (f) ► Installed Stormwater Treatment Systems Operation and Maintenance Verification Inspection Program Reporting
Site Inspections Data Number/Percentage
Total number of Regulated Projects (including offsite projects, and Regional Projects) in your agency’s database or tabular format at the end of the previous fiscal year (FY 21-22) 13 (number is different from last
year’s, due to project not
actually being constructed yet)
Total number of Regulated Projects (including offsite projects, and Regional Projects) in your agency’s database or tabular format at the end of the reporting period (FY 22-23) 14 Total number of Regulated Projects (including offsite projects, and Regional Projects) for which O&M verification inspections were conducted during the reporting period (FY 22-23). Include only stormwater related inspections. 4 Percentage of the total number of Regulated Projects (including offsite projects, and Regional Projects) inspected during the reporting period (FY 22-23). Include only stormwater related inspections. 31%2
C.3.h.v.(3)(d)-(e) ► Installed Stormwater Treatment Systems Operation and Maintenance Verification Inspection Program Reporting
Provide a discussion of the inspection findings for the year and any common problems encountered with various types of treatment systems and/or HM controls. This discussion should include a general comparison to the inspection findings from the previous year.

Summary:

City staff reviewed the annual inspection report forms and inspected development sites that have a storm water treatment system. City staff reviewed the annual report from the developments that have signed O&M Agreements for their storm water treatment system, and also inspected the sites. During inspection, City staff found a few violations and began the process for re-inspection/compliance for FY22-23, while simultaneously sending out notices for the annual inspection reminder.

Provide a discussion of the effectiveness of the O&M Program and any proposed changes to improve the O&M Program (e.g., changes in prioritization plan or frequency of O&M inspections, other changes to improve effectiveness program).

Summary:

The O&M program is fairly effective. The NPDES coordinator maintains a list of addresses that have installed O&M facilities. From the list, the 2 Based on the number of Regulated Projects in the database or tabular format at the end of the previous fiscal year, per MRP Provision C.3.h.ii.(6)(b). 342
FY 22-23 Annual Report C.3 – New Development and Redevelopment City of Belmont
FY 22-23 AR Form 3-5 September 2023
coordinator assigns an inspector to inspect each site. The program has been effective, however facilities do not always send their O&Ms to the City. A revamped process for reminders/noticing will be implemented for the next fiscal year. The City has checked all sites that have a recorded O&M, even if a report was not submitted by the facility, to check the current status of the facilities.

C.3.i. ►Required Site Design Measures for Small Projects and Smaller Detached Single Family Home Projects
On an annual basis, discuss the implementation of the requirements of Provision C.3.i, including ordinance revisions, permit conditions, development of standard specifications and/or guidance materials, and staff training.

Summary:

BASMAA prepared standard specifications in four fact sheets regarding the site design measures listed in Provision C.3.i, as a resource for Permittees. We have modified local ordinances/policies/procedures and forms/checklists to require all applicable projects approved after December 1, 2012 to implement at least one of the site design measures listed in Provision C.3.i. We are using the following Program and BASMAA products for C.3.i implementation:
• BASMAA’s site design fact sheets
• Stormwater Checklist for Small Projects
• C.3.i guidance provided by the countywide program: San Mateo Countywide Water Pollution Prevention Program C.3.j.iii. ► No Missed Opportunities
On an annual basis, submit a list of green infrastructure projects, public and private, that are planned for implementation during the permit term and infrastructure projects planned for implementation during the permit term that have potential for green infrastructure measures. Include the following information:
• A summary of planning or implementation status for each public and private green infrastructure project that is not also a Regulated Project as defined in Provision C.3.b.ii. (see C.3.j.iii.(2) Table B - Planned Green Infrastructure Projects). • A summary of how each public infrastructure project with green infrastructure potential will include green infrastructure measures to the maximum extent practicable during the permit term. For any public infrastructure project where implementation of green infrastructure measures is not practicable, submit a brief description of the project and the reasons green infrastructure measures were impracticable to implement (see C.3.j.iii.(2) Table A - Public Projects Reviewed for Green Infrastructure).

Summary of Planning or Implementation Status of Identified Projects:

See attached Tables C.3.j.iii.(2)-A and C.3.j.iii.(2)-B for the required information. 343
FY 22-23 Annual Report C.3 – New Development and Redevelopment City of Belmont
FY 22-23 AR Form 3-6 September 2023
C.3.j.iv.(2) ► Participate in Processes to Promote Green Infrastructure
On an annual basis, report on the goals and outcomes during the reporting year of work undertaken to participate in processes to promote green infrastructure.

Please refer to Countywide Program’s FY 22-23 Annual Report for a summary of efforts conducted to help regional, State, and federal agencies plan, design and fund incorporation of green infrastructure measures into local infrastructure projects, including transportation projects.

C.3.j.v.(1)(a) ► Non-Regulated (Green Infrastructure) Projects Reporting
Fill in attached table C.3.j.v.(1)(a) with information on non-regulated GI projects that have completed construction during the reporting period, or attach your own table including the same information.

C.3.j.v.(1)(c) and (d) ► Tracking and Mapping Tools
Certify in the 2023 Annual Reports that the tracking and mapping tools have been completed and are being implemented. In each Annual Report, provide summary reports on the implementation of the tracking and mapping tools and provide a link to the component which is available to the public.

Has your agency completed developing Green Infrastructure tracking and mapping tools, and are they being implemented?
X Yes No
Summary Reports:

Please refer to the Countywide Program’s FY 22-23 Annual Report for a summary of implementation of the tracking and reporting tools, and a link to the component which is available to the public: https://www.belmont.gov/departments/public-works/infrastructure/green-infrastructure C.3.j.v.(3) ► Numeric Retrofit Requirements
In each Annual Report, report on progress made towards the retrofit requirements described in Provision C.3.j.ii.(2).
344
FY 22-23 Annual Report C.3 – New Development and Redevelopment City of Belmont
FY 22-23 AR Form 3-7 September 2023
To date, Belmont has not made significant progress toward the numeric retrofit requirements.

C.3.j.v.(5) ► Alternative Green Infrastructure Techniques for Rural Communities
Permittees whose jurisdictions are dominated by rural areas may collectively submit a proposal, subject to the Executive Officer’s approval, for the use of alternative green infrastructure techniques.

Is your jurisdiction a rural community that is participating in a program to develop a proposal to use alternative green infrastructure techniques?
Yes X No
If yes, include a copy of the proposal in the FY 22-23 Annual Report.

C.3.j.v.(6) ► One-time Offset of Numeric Implementation Retrofit Requirements
Permittees with ordinances that require Regulated Projects to treat significantly more impervious surface than the minimum required by Provision C.3.c-d, may offset their Numeric Implementation retrofit requirements by a one-time credit of up to 25 percent, and by no greater than one acre.

Is your jurisdiction submitting a report to offset numeric implementation retrofit requirements by a onetime credit of up to 25 percent? Yes X No
If yes, include a copy of the report in the FY 22-23 Annual Report. Permittees may not use the offset prior to Executive Officer approval of the report.
345
FY 22-23 Annual Report C.3 – New Development and Redevelopment City of Belmont
FY 22-23 AR Form 3-8 September 2023
C.3.b.iv.(1) ►Regulated Projects Approved with No Provision C.3 Reporting Table
(For FY 22-23 Annual Report only) Fill in table below or attach your own table including the same information.

Project Name
Project No.

Project Location3
, Street
Address
Type of Stormwater Treatment System
Required Specific Exemption Granted4

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

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

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

N/A N/A N/A N/A
Comments:

NA
3 Include cross streets
4 Pursuant to Provision C.3.b.i.(2)(a) and (b) (i.e., any Regulated Project that was previously approved with a vesting tentative map approved or conditionally approved, as allowed by State law;
any Regulated Projects for which the Permittee has no legal authority to require changes to previously granted approvals; and any Regulated Project exempted from the LID requirements of Provision C.3.c as is provided with a stormwater treatment with media filters that comply with the hydraulic sizing requirements of Provision C.3.d. 346
FY 22-23 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of Belmont
FY 22-23 AR Form 3-9 September 2023
C.3.b.iv.(2) ►Regulated Projects Reporting Table (part 1) – Projects Approved During the Fiscal Year Reporting Period
Project Name
Project No.

Project Location5
, Street
Address Name of Developer
Project
Phase
No.6
Project Type &
Description7
Project Watershed8
Total
Site
Area
(Acres)
Total
Area of
Land
Disturbed
(Acres)
Total New
Impervious
Surface
Area (ft2)9
Total
Replaced
Impervious
Surface Area
(ft2)10
Total PreProject
Impervious
Surface
Area11(ft2)
Total PostProject
Impervious
Surface
Area12(ft2)
Private Projects
608 Harbor
Boulevard
(Apartment Units)
608 Harbor Boulevard Windy Hill Property
Ventures
NA 5 Story residential
use building (103
multi-family rental
units)
Belmont Creek 0.71 0.71 0 26,124 31,249 26,124
900 El Camino –
100% Affordable
Housing
876, 884, 898, 900 El Camino
Real
Linc Housing NA 37 unit residential Belmont Creek 0.194 0.194 0 8,450 8,450 8,450 Public Projects

NA NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA NA
Comments:
5 Include cross streets
6 If a project is being constructed in phases, indicate the phase number and use a separate row entry for each phase. If not, enter “NA”. 7 Project Type is the type of development (i.e., new and/or redevelopment). Example descriptions of development are: 5-story office building, residential with 160 single-family homes with five 4-story buildings to contain 200 condominiums, 100 unit 2-story shopping mall, mixed use retail and residential development (apartments), industrial warehouse. 8 State the watershed(s) in which the Regulated Project is located. Downstream watershed(s) may be included, but this is optional. 9 All impervious surfaces added to any area of the site that was previously existing pervious surface. 10 All impervious surfaces added to any area of the site that was previously existing impervious surface. 11 For redevelopment projects, state the pre-project impervious surface area. 12 For redevelopment projects, state the post-project impervious surface area. 347
FY 22-23 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of Belmont
FY 22-23 AR Form 3-10 September 2023
C.3.b.iv.(2) ►Regulated Projects Reporting Table (part 2) – Projects Approved During the Fiscal Year Reporting Period (private projects) Project Name
Project No.

Project Status13 Estimated or
Actual
Completion Date
Source Control
Measures14 Site Design Measures15 Treatment Systems
Approved16
Type of Operation
& Maintenance
Responsibility
Mechanism17
Hydraulic
Sizing
Criteria18
Alternative
Compliance
Measures19/20
Alternative
Certification21
HM
Controls 22/23
Private Projects
608 Harbor
Boulevard
Permitting for Building 2026 Interior Floor Drains
plumb to sanitary,
Parking garage drains
to sanitary,
landscaping, refuse
areas are enclosed
Roof run off directed
into cisterns for
irrigation, Self-retaining
areas used
Bioretention, Self
Treating, Stormfilter
O&M
Agreement,
Maintenance
Agreement

NA NA NA NA
900 El Camino Demolition/Permitting
for Building
2026 Refuse areas are
enclosed
Interceptor trees Media filter units O&M
Agreement,
Maintenance
Agreement

NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA
13 Provide status of project (e.g., application date, application deemed complete date, project approval date). 14 List source control measures approved for the project. Examples include: properly designed trash storage areas; storm drain stenciling or signage; efficient landscape irrigation systems; etc. 15 List site design measures approved for the project. Examples include: minimize impervious surfaces; conserve natural areas, including existing trees or other vegetation, and soils; construct sidewalks, walkways, and/or patios with permeable surfaces, etc. 16 List all approved stormwater treatment system(s) to be installed onsite or at a joint stormwater treatment facility (e.g., flow through planter, bioretention facility, infiltration basin, etc.). 17 List the legal mechanism(s) (e.g., O&M agreement with private landowner; O&M agreement with homeowners’ association; O&M by public entity, etc…) that have been or will be used to assign responsibility for the maintenance of the post-construction stormwater treatment systems. 18 See Provision C.3.d.i. “Numeric Sizing Criteria for Stormwater Treatment Systems” for list of hydraulic sizing design criteria. Enter the corresponding provision number of the appropriate criterion (i.e., 1.a., 1.b., 2.a., 2.b., 2.c., or 3). 19 For Alternative Compliance at an offsite location in accordance with Provision C.3.e.i.(1), on a separate page, give a discussion of the alternative compliance site including the information specified in Provision C.3.b.iv.(2)(m)(i) for the offsite project. 20 For Alternative Compliance by paying in-lieu fees in accordance with Provision C.3.e.i.(2), on a separate page, provide the information specified in Provision C.3.b.iv.(2)(m)(ii) for the Regional Project. 21 Note whether a third party was used to certify the project design complies with Provision C.3.d. 22 If HM control is not required, state why not. 23 If HM control is required, state control method used (e.g., method to design and size device(s) or method(s) used to meet the HM Standard, and description of device(s) or method(s) used, such as detention basin(s), biodetention unit(s), regional detention basin, or in-stream control).
348
FY 22-23 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of Belmont
FY 22-23 AR Form 3-11 September 2023
C.3.b.iv.(2) ►Regulated Projects Reporting Table (part 2) – Projects Approved During the Fiscal Year Reporting Period (public projects) Project
Name
Project
No.

Approval Date24
Date Construction
Scheduled to Begin
or Date of
Completion
Source Control
Measures25
Site Design
Measures26
Treatment Systems
Approved27
Operation &
Maintenance
Responsibility
Mechanism28
Hydraulic
Sizing Criteria29
Alternative
Compliance
Measures30/31
Alternative
Certification 32
HM Controls33/34
Public Projects

NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA
Comments:
24 For public projects, enter the plans and specifications approval date. 25 List source control measures approved for the project. Examples include: properly designed trash storage areas; storm drain stenciling or signage; efficient landscape irrigation systems; etc. 26 List site design measures approved for the project. Examples include: minimize impervious surfaces; conserve natural areas, including existing trees or other vegetation, and soils; construct sidewalks, walkways, and/or patios with permeable surfaces, etc. 27 List all approved stormwater treatment system(s) to be installed onsite or at a joint stormwater treatment facility (e.g., flow through planter, bioretention facility, infiltration basin, etc.). 28 List the legal mechanism(s) (e.g., maintenance plan for O&M by public entity, etc.) that have been or will be used to assign responsibility for the maintenance of the post-construction stormwater treatment systems. 29 See Provision C.3.d.i. “Numeric Sizing Criteria for Stormwater Treatment Systems” for list of hydraulic sizing design criteria. Enter the corresponding provision number of the appropriate criterion (i.e., 1.a., 1.b., 2.a., 2.b., 2.c., or 3). 30 For Alternative Compliance at an offsite location in accordance with Provision C.3.e.i.(1), on a separate page, give a discussion of the alternative compliance site including the information specified in Provision C.3.b.iv.(2)(m)(i) for the offsite project. 31 For Alternative Compliance by paying in-lieu fees in accordance with Provision C.3.e.i.(2), on a separate page, provide the information specified in Provision C.3.b.iv.(2)(m)(ii) for the Regional Project. 32 Note whether a third party was used to certify the project design complies with Provision C.3.d. 33 If HM control is not required, state why not. 34 If HM control is required, state control method used (e.g., method to design and size device(s) or method(s) used to meet the HM Standard, and description of device(s) or method(s) used, such as detention basin(s), biodetention unit(s), regional detention basin, or in-stream control).
349
FY 22-23 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of Belmont
FY 22-23 AR Form 3-12 September 2023
C.3.h.v.(2). ►Table of Newly Installed35 Stormwater Treatment Systems and Hydromodification Management (HM) Controls
(Optional)
Fill in table below or attach your own table including the same information.

Name of Facility Address of Facility Party Responsible36 For Maintenance
Type of
Treatment/HM
Control(s)
Firehouse Square Phase 1 1300 El Camino Real Sares Regis Group Bioretention planters, Media Filter Units

NA NA NA NA

NA NA NA NA

NA NA NA NA

NA NA NA NA

NA NA NA NA
35 “Newly Installed” includes those facilities for which the final installation inspection was performed during this reporting year. 36 State the responsible operator for installed stormwater treatment systems and HM controls. 350
FY 22-23 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of Belmont
FY 22-23 AR Form 3-13 September 2023
C.3.e.v. Special Projects Reporting Table
Reporting Period – July 1 2022 - June 30, 2023
Project Name
& No. Permittee Address
Application
Submittal
Date37
Status38 Description39 Site Total
Acreage
Total
Impervious
Surface
Created /
Replaced40(ft2)
Gross
Density
DU/Acre
Density
FAR
Special
Project
Category41
# of DUs in each
AMI Category
for Category C
LID
Treatment
Reduction
Credit
Available42
List of LID
Stormwater
Treatment
Systems43
List of NonLID
Stormwater
Treatment
Systems44
608 Harbor
Boulevard
(Apartment
Units)
City of
Belmont
608 Harbor
Boulevard
2/21/2020 Final
Discretio
nary
Approv
al
granted
in June
2023
Residential; 103
new apartment
units, 5 stories,
15% affordable
housing

0.71 26,124
Replaced, 5125
pervious area
added
145 3.59 Category A:
n/a
Category B:
n/a
Category C:

Location: within
½ mile of transit
hub
Density: FAR is
greater than
6:1
Parking: no
surface parking
Total DUs: 145
Moderate:

Low:

Very Low:

Extremely Low:

Category A:
n/a
Category B:
n/a
Category C:
75%
Location: 25
Density: 30
Parking: 20
Bioretention
Planters:
10,088 SF
Self Treating
Area: 864 SF
Impervious
sidewalk
areas with
landscapin
g. 65%.

Minimum
criteria met.

NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
37 Date that a planning application for the Special Project was submitted. If a planning application has not been submitted, include a projected application submittal date. 38 Indicate whether final discretionary approval is still pending or has been granted, and provide the date or version of the project plans upon which reporting is based. 39 Type of project (commercial, mixed-use, residential), number of floors, number of units, type of parking, and other relevant information. 40 The total impervious surface in acres created or replaced by the project, which is subject to the treatment requirements listed in Provision C.3.e.ii.(1). 41 For each applicable Special Project Category, list the specific criteria applied to determine applicability. For each non-applicable Special Project Category, indicate n/a. 42 For each applicable Special Project Category, state the maximum total LID Treatment Reduction Credit available. For Category C Special Projects also list the individual Location, Density, and Minimized Surface Parking Credits available. 43 List all LID stormwater treatment systems proposed. For each type, indicate the percentage of the total amount of runoff identified in Provision C.3.d. for the Special Project’s drainage area. 44 List all non-LID stormwater treatment systems proposed. For each type of non-LID treatment system, indicate: (1) the percentage of the total amount of runoff identified in Provision C.3.d. for the Special Project's drainage area, and (2) whether the treatment system either meets minimum design criteria published by a government agency or received certification issued by a government agency, and reference the applicable criteria or certification. 351
FY 22-23 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of Belmont
FY 22-23 AR Form 3-14 September 2023
Special Projects Narrative
C.3.j.iii.(2) ► Table A - Public Projects Reviewed for Green Infrastructure
Project Name and
Location45 Project Description Status46 GI
Included?47
Description of GI Measures
Considered and/or Proposed
or Why GI is Impracticable to Implement48
Belmont Bike & Pedestrian
Crossing
Traffic Signalization Design No No potential GI, traffic signal project Ralston Ave Cabinet
Relocation
Relocation of traffic cabinets Construction No No potential GI, utility project Ralston 3 Pavement
Rehabilitation
Pavement Reconstruction,
New Sidewalk, Curb, Gutter
Completed No No potential GI, pavement maintenance
2023 Pavement Project Pavement Reconstruction Construction No No potential GI, pavement maintenance (approved prior MRP 3.0)

NA NA NA NA NA

NA NA NA NA NA

NA NA NA NA NA
45 List each public project that is going through your agency’s process for identifying projects with green infrastructure potential. 46 Indicate status of project, such as: beginning design, under design (or X% design), projected completion date, completed final design date, etc. 47 Enter “Yes” if project will include GI measures, “No” if GI measures are impracticable to implement, or “TBD” if this has not yet been determined. 48 Provide a summary of how each public infrastructure project with green infrastructure potential will include green infrastructure measures to the maximum extent practicable during the permit term. If review of the project indicates that implementation of green infrastructure measures is not practicable, provide the reasons why green infrastructure measures are impracticable to implement.
352
FY 22-23 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of Belmont
FY 22-23 AR Form 3-15 September 2023
C.3.j.iii.(2) ► Table B - Planned Green Infrastructure Projects During the Permit Term
Project Name and
Location49 Project Description Planning or
Implementation Status Green Infrastructure Measures Included Alameda de Las Pulgas
Corridor Improvement
Street improvement to
include mini-roundabouts for
safe multi-modal
transportation.

Design Phase TBD
Twin Pines Park Storm Water
Detention Basin
Stormwater capture facility
to mitigate creek flooding
and conveyance of
sediment.

Design Phase
TBD
Twin Pines Park Belmont
Creek Restoration
Restoration and slope
stabilization of creek banks
to mitigate creek flooding,
erosion and sedimentation.

Design Phase
TBD

NA NA NA NA

NA NA NA NA
49 List each planned (and expected to be funded) public and private green infrastructure project that is not also a Regulated Project as defined in Provision C.3.b.ii. Note that funding for green infrastructure components may be anticipated but is not guaranteed to be available or sufficient. 353
FY 22-23 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of Belmont
FY 22-23 AR Form 3-16 September 2023
C.3.j.v.(1)(a)►Non-Regulated (Green Infrastructure) Projects Reporting Table – Projects Constructed During the Fiscal Year Reporting Period
Project Location,
Street Address Name of Owner Project Description Construction Completion Date Treatment Measures Party Responsible for O&M Hydraulic Sizing
Criteria50
Total Area Draining
to Treatment
Measures (ft2)
Impervious
Area Treated
(ft2)
Pervious Area
Treated (ft2)

NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA

NA NA NA NA NA NA NA NA NA NA
Comments:
50 See Provision C.3.d.i. “Numeric Sizing Criteria for Stormwater Treatment Systems” for list of hydraulic sizing design criteria. Enter the corresponding provision number of the appropriate criterion (i.e., 1.a., 1.b., 2.a., 2.b., 2.c., or 3). 354

150 California Street, Suite 600, San Francisco, CA 94111 | 415.930.7900

TECHNICAL MEMORANDUM
Date: November 23, 2021 BKF Job Number: 20191349-10
Deliver To: Jamie D’Alessandro
From: Alyssa Jacobson, Project Manager
Subject: 608 Harbor Boulevard – LID Treatment Infeasibility Memo This memo provides a narrative discussion of the infeasibility to provide 75% low impact development (LID) treatment for the 608 Harbor Boulevard project, which has been identified as a potential Special Project Category “C”, based on Special Project criteria provided in Provision C.3.e.ii of the Municipal Regional Stormwater Permit (MRP). The project site is located in the Harbor Industrial Area-1 zone per the City of Belmont Zoning Ordinance and is being annexed into the City of Belmont. The project is located within ½ mile of the Belmont Caltrain Station, has no surface parking, creates 0.60 acres of impervious area, and has a density of 145 dwelling units per acre, exceeding the Special Project Category “C” criteria.

This report is prepared in accordance with the requirement in MRP Provision C.3.e.vi. (2), to include in Special Projects reporting a narrative discussion of the infeasibility of 75 percent LID treatment on-site or off-site.

INFEASIBILITY OF LID TREATMENT
The project was reviewed with regard to the feasibility and infeasibility of on-site and off-site LID treatment. The results of this review showed that additional on-site LID treatment and off-site in-lieu LID treatment was infeasible. The findings of this review are presented below:

1. Infeasibility of Additional On-Site LID Treatment
a. On-site LID treatment was accommodated to the furthest extent possible by using the available landscaping areas as self-treating treatment areas (DMA-2) and utilizing bioretention planters to treat roof runoff (DMA-1). b. Because the project is essentially zero lot line, there is not adequate right-of-way at this location as the back of sidewalk nearly abuts the property line. Additional LID treatment facilities would conflict with the sidewalk and frontage improvements.

2. Infeasibility of Off-Site LID Treatment
The possibility of providing off-site LID treatment was found to be infeasible for the following reasons:
a. The project proponent does not control land within the same watershed of the project where it could accommodate in perpetuity off-site bioretention facilities. 355

150 California Street, Suite 600, San Francisco, CA 94111 | 415.930.7900

NON LID TREATMENT
The site includes 25,316 square-feet of roof, 808 square-feet of impervious paving, and 5,125 square-feet of pervious landscaping. The total impervious area is 26,124 square-feet. Twenty-five percent of the storm water flowing into the San Mateo County storm drain system will be treated via bioretention planters and the remaining portion will be treated via media filters in accordance with the Special Project Category C LID treatment reduction credits. The proposed Stormwater Control Plan is attached as Exhibit A.

A portion of the building roof runoff, contained within DMA 1, will be directed to bioretention planters to provide treatment to meet the 25% LID treatment requirement. The additional roof area, contained within DMA 6, will be collected and routed to a storm water cistern for detention and will be released at the pre-development flow rate through a storm filter prior to entering the county system. Runoff in DMA 1 will also enter the storm water cistern after passing through the bioretention platers to prevent flows from surpassing the pre-development flow rate. DMA 2 will be a self-treating area comprised of shallow concaved landscaping and therefore does not need additional LID treatment. The project proposes treating 35% of the site using LID treatment measures per the calculations below.

Total LID Treatment Area Provided:

DMA 1 = 10,088 SF
DMA 2 = 864 SF
Total = 10,952 SF
Total Site Area = 31,249 SF
Percentage of Site Area Treated with LID Treatment Measures:
10,952 SF / 31,249 SF (x100%) = 35%
Total LID Reduction:
100% - 35% = 65%
DMA’s 3, 4, and 5 are mainly impervious sidewalk areas with landscaping along the frontage of the building on Old County Road, Harbor Boulevard, and Elmer Street. In these areas, conditions and technical constraints preclude the use of LID features and facilities. Because the sidewalk needs to drain away from the building, it does not allow storm water to drain anywhere but over the curb and into the gutter. There is no space to implement LID treatment measures therefore storm filters will need to be placed in existing catch basins to filter the storm water before entering the county’s system. Additionally, these frontage sidewalk improvements are considered an exclusion for C.3 implementation per the San Mateo County C.3 project guide, Table 2-1, as they are a sidewalk project in the public right of way that are not built as part of new streets or roads.

SUMMARY
Because 75% LID treatment is infeasible for the project, storm water flowing into the county storm drain system will be treated in accordance with the Special Project LID credits either via bioretention, storm filters, or self-treating areas.
356

150 California Street, Suite 600, San Francisco, CA 94111 | 415.930.7900

ATTACHMENTS
Exhibit A - C6.0 Stormwater Control Plan
Exhibit B - Special Projects Worksheet J-1
Exhibit C – Distance to nearest Transit Hub
Exhibit D – C2.2 Preliminary Parcel Map
Exhibit E – 604 & 608 Harbor Blvd Title Report
357
80 UP

VESTING

TENTATIVE

MAP NOT FOR CONSTRUCTION
608 HARBOR
BLVD

BELMONT, CA

SAN MATEO COUNTY
13 C6.0
12 PLAN

CONTROL

STORMWATER

EXHIBIT A
358
Attachment J-1
Special Projects Worksheet
Final July 1, 2016
Complete this worksheet for projects that appear to meet the definition of “Special Project”, per Provision C.3.e.ii of the Municipal Regional Stormwater Permit (MRP). The form assists in determining whether a project meets Special Project criteria, and the percentage of low impact development (LID) treatment reduction credit. Special Projects that implement less than 100% LID treatment must provide a narrative discussion of the feasibility or infeasibility of 100% LID treatment. Also at www.flowstobay.org Project Name: 608 Harbor Blvd.

Project Address: 608 Harbor Blvd. Belmont, CA 94002
Applicant/Developer Name: Windy Hill Property Ventures

1. “Special Project” Determination:

Special Project Category “A”
Does the project have ALL of the following characteristics?  Located in a municipality’s designated central business district, downtown core area or downtown core zoning district, neighborhood business district or comparable pedestrian-oriented commercial district, or historic preservation site and/or district1;  Creates and/or replaces 0.5 acres or less of impervious surface;  Includes no surface parking, except for incidental parking for emergency vehicle access, ADA access, and passenger or freight loading zones;
 Has at least 85% coverage of the entire site by permanent structures. The remaining 15% portion of the site may be used for safety access, parking structure entrances, trash and recycling service, utility access, pedestrian connections, public uses, landscaping and stormwater treatment.

No (continue) Yes – Complete Section F.2 below
Special Project Category “B”
Does the project have ALL of the following characteristics? Located in a municipality’s designated central business district, downtown core area or downtown core zoning district, neighborhood business district or comparable pedestrian-oriented commercial district, or historic preservation site and/or district20;
Creates and/or replaces more than 0.5 acres of impervious area and less than 2.0 acres; Includes no surface parking, except for incidental parking for emergency access, ADA access, and passenger or freight loading zones;
Has at least 85% coverage of the entire site by permanent structures. The remaining 15% portion of the site may be used for safety access, parking structure entrances, trash and recycling service, utility access, pedestrian connections, public uses, landscaping and stormwater treatment; Minimum Gross2 Density of either 50 dwelling units per acre (residential projects) or a Floor Area Ratio2 (FAR) of 2:1 (for commercial projects) - mixed use projects may use either criterion. Note Change on 7/1/162

No (continue) Yes – Complete Section F-2 below
Special Project Category “C”
Does the project have ALL of the following characteristics?  At least 50% of the project area is within 1/2 mile of an existing or planned transit hub3 or 100% within a planned Priority Development Area4;

1 And built as part of a municipality’s stated objective to preserve/enhance a pedestrian-oriented type of urban design. 2 Effective 7/1/16, the MRP establishes definitions for "Gross Density"(GD) & FAR. GD is defined as, "the total number of residential units divided by the acreage of the entire site area, including land occupied by public right-of-ways, recreational, civic, commercial and other non-residential uses." FAR is defined as," the Ratio of the total floor area on all floors of all buildings at a project site (except structures, floors, or floor areas dedicated to parking) to the total project site area. 3 “Transit hub” is defined as a rail, light rail, or commuter rail station, ferry terminal, or bus transfer station served by three or more bus routes. (A bus stop with no supporting services does not qualify.) 4 A “planned Priority Development Area” is an infill development area formally designated by the Association of Bay Area Government’s / Metropolitan Transportation Commission’s FOCUS regional planning program.

EXHIBIT B
359
Special Projects Worksheet (continued)
2  The project is characterized as a non-auto-related use5; and  Minimum Gross2 Density of either 25 dwelling units per acre (for residential projects) or a Floor Area Ratio2 (FAR) of 2:1 (for commercial projects) - mixed use projects may use either criterion. Note Change on 7/1/162
No (continue) Yes – Complete Section F-2 below

2. LID Treatment Reduction Credit Calculation:

Category Impervious Area
Created/Replaced
(acres)
Site
Coverage
(%)
Project
Density
or FAR
Density/Criteria Allowable
Credit
(%)
Applied
Credit
(%)
A N.A. N.A. 100%
B Res ≥ 50 DU/ac or FAR ≥ 2:1 50%
Res ≥ 75 DU/ac or FAR ≥ 3:1 75%
Res ≥ 100 DU/ac or FAR ≥ 4:1 100%
C 0.60 Location credit (select one)6:

Within ¼ mile of transit hub 50%
Within ½ mile of transit hub 25% 25%
Within a planned PDA 25%
145
DU/AC
Density credit (select one):

Res ≥ 30 DU/ac or FAR ≥ 2:1 10%
Res ≥ 60 DU/ac or FAR ≥ 4:1 20%
Res ≥ 100 DU/ac or FAR ≥ 6:1 30% 30%
Parking credit (select one):
≥ 10% at-grade surface parking7 10%
No surface parking 20% 20%
TOTAL TOD CREDIT = 75%

3. Narrative Discussion of the Feasibility/Infeasibility of 100% LID Treatment:

If project will implement less than 100% LID, refer to the Potential Special Projects Reporting Form to prepare a discussion of the feasibility or infeasibility of 100% LID treatment, as required by MRP Provision C.3.e.vi(2).

Special Projects Worksheet Completed by:
08/26//2021
Signature Date
Alyssa Jacobson, PE
Print or Type Name

5 Category C specifically excludes stand-alone surface parking lots; car dealerships; auto and truck rental facilities with onsite surface storage; fast-food restaurants, banks or pharmacies with drive-through lanes; gas stations; car washes; auto repair and service facilities; or other autorelated project unrelated to the concept of transit oriented development. 6 To qualify for the location credit, at least 50% of the project’s site must be located within the ¼ mile or ½ mile radius of an existing or planned transit hub, as defined on page 1, footnote 2. A planned transit hub is a station on the MTC’s Regional Transit Expansion Program list, per MTC’s Resolution 3434 (revised April 2006), which is a regional priority funding plan for future transit stations in the San Francisco Bay Area.

To qualify for the PDA location credit, 100% of the project site must be located within a PDA, as defined on page 1, footnote 3. 7 The at-grade surface parking must be treated with LID treatment measures. 360

0.39 MILES

EXHIBIT C
361

VESTING

TENTATIVE

MAP NOT FOR CONSTRUCTION
608 HARBOR
BLVD

BELMONT, CA

SAN MATEO COUNTY
13 C2.2
5 MAP
PARCEL

PRELIMINARY

EXHIBIT D
362
Order Number: NCS-944177-SM
Page Number: 1
First American Title Insurance Company
April 09, 2020 Updated
First American Title Insurance Company
National Commercial Services
2755 Campus Dr. Suite 125
San Mateo, CA 94403
Stacy Hills
Windy Hill Property Ventures
530 Emerson St
Palo Alto, CA 94301
Escrow Officer: Shelly Siegman
Phone: (650)356-1732
Email: [email protected]
Title Officer: Jan Nguyen
Phone: (408)451-7816
Email: [email protected]
Property: 604 and 608 Harbor Boulevard, Belmont, CA

PRELIMINARY REPORT
In response to the above referenced application for a policy of title insurance, this company hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms.

The printed Exceptions and Exclusions from the coverage and Limitations on Covered Risks of said policy or policies are set forth in Exhibit A attached. The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than that set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. Limitations on Covered Risks applicable to the CLTA and ALTA Homeowner's Policies of Title Insurance which establish a Deductible Amount and a Maximum Dollar Limit of Liability for certain coverages are also set forth in Exhibit A. Copies of the policy forms should be read. They are available from the office which issued this report.

Please read the exceptions shown or referred to below and the exceptions and exclusions set forth in Exhibit A of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered.

It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects, and encumbrances affecting title to the land.

This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested.

EXHIBIT E
363
Order Number: NCS-944177-SM
Page Number: 2
First American Title Insurance Company
Dated as of March 16, 2020 at 7:30 A.M.

The form of Policy of title insurance contemplated by this report is:

ALTA Extended Loan Policy and
ALTA Standard Owner Policy
A specific request should be made if another form or additional coverage is desired.

Title to said estate or interest at the date hereof is vested in:

Nella Properties, LLC, a California limited liability company The estate or interest in the land hereinafter described or referred to covered by this Report is:

FEE
The Land referred to herein is described as follows:
(See attached Legal Description)
At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in said policy form would be as follows:

1. General and special taxes and assessments for the fiscal year 2020-2021, a lien not yet due or payable.

2. General and special taxes and assessments for the fiscal year 2019-2020.

First Installment: $6,183.89, PAID
Penalty: $0.00
Second Installment: $6,183.89, OPEN
Penalty: $0.00
Tax Rate Area: 53-011
A. P. No.: 046-032-030
(Affects Parcel One of Tract 1)

3. General and special taxes and assessments for the fiscal year 2019-2020.

First Installment: $361.18, PAID
Penalty: $0.00
Second Installment: $361.18, OPEN
Penalty: $0.00
Tax Rate Area: 53-011
A. P. No.: 046-032-040
(Affects Parcel Two of Tract 1)
364
Order Number: NCS-944177-SM
Page Number: 3
First American Title Insurance Company

4. General and special taxes and assessments for the fiscal year 2019-2020.

First Installment: $11,897.67, PAID
Penalty: $0.00
Second Installment: $11,897.67, OPEN
Penalty: $0.00
Tax Rate Area: 53-011
A. P. No.: 046-032-080
(Affects Tract 2)

5. The lien of supplemental taxes, if any, assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code.

6. Easements, Covenants and Conditions contained in the deed from Harbor Development Corporation, a Delaware corporation, as Grantor, to Fredrick Leland Merrill and Susie B. Merrill, his wife, as joint tenants, as Grantee, recorded April 16, 1946 as Book 1265, Page 482 of Official Records. Reference being made to the document for full particulars.
(Affects Parcel Three of Tract 1)

7. This item has been intentionally deleted.

8. This item has been intentionally deleted.

9. Terms and provisions of an unrecorded lease dated March 14, 1969, by and between Mary Jacobi, a widow as lessor and Shell Oil Company, a Delaware corporation as lessee, as disclosed by a Memorandum of Lease recorded November 26, 1969 as Instrument No. 82567-AC, Book 5720, Page 12 of Official Records.

Defects, liens, encumbrances or other matters affecting the leasehold estate, whether or not shown by the public records are not shown herein.

The effect of a document entitled "Termination and Discharge of Lease", recorded March 16, 2017 as Instrument No. 2017-023234 of Official Records.

Said document does not contain Signature of Lessor
(Affects Tract 2)

10. A deed of trust to secure an original indebtedness of $23,050.00 recorded May 25, 1972 as Instrument No. 20892-AF, Book 6156, Page 459 of Official Records.

Dated: May 01, 1972
Trustor: Jawalmar, Inc., a corporation
Trustee: San Mateo County Title Company, a California corporation Beneficiary: Mary Jacobi, a widow
(Affects Parcel One of Tract 1)
365
Order Number: NCS-944177-SM
Page Number: 4
First American Title Insurance Company
A document recorded August 08, 2016 as Instrument No. 2016-077061 of Official Records provides that Kirk V. Jacobi, Successor Trustee of the Clara Jacobi Bypass Trust, Irma M. Marvin, Successor Trustee of the Arno M. Jacobi and Irma M. Jacobi 1990 Family Trust established August 21, 1990, Kirk V. Jacobi and Ana B. Jacobi, as Trustees of the Kirk V. Jacobi and Ana B. Jacobi Revocable Family Trust U/D/T dated April 20, 2001, Walter E. Stauss, as Trustee of the Walter E. Stauss 2000 Trust U/D/T dated December 12, 2000, Eric R. Stauss and Paige K. Stauss, as Trustees of the Stauss Family Trust Agreement U/D/T dated October 19, 1984, as amended and restated August 13, 1996, Leo E. Jacoby, Jr. and Lorna J. Jacoby, as trustees of the Leo E. Jacoby, Jr. and Lorna J. Jacoby 1990 Family Trust U/D/T dated September 18, 1990 as amended and restated March 17, 1991 and February 23, 2001, Monarch Mine Investments, LLC, a California limited liability company, Steven G.

Stauss, Trustee of the Steven G. Stauss Living Trust, dated July 11, 2003, Clifford C. Bottenfield, Jr. and Marlene L. Bottenfield, Trustees of the Bottenfield 2008 Revocable Trust, dated 2-5-08, as amended and restated on 11 was substituted as trustee under the deed of trust.

Said document was not executed by the correct parties of record.

The effect of a document entitled "Substitution of Trustee and Full Reconveyance", recorded August 08, 2016 as Instrument No. 2016-077061 of Official Records.

Said document was not executed by the correct parties of record.

11. Easements, Covenants and Conditions contained in the deed from Union Pacific Railroad Company, a Delaware corporation (formerly known as Southern Pacific Transportation Company, a Delaware corporation, as Grantor, to Jawalmar Inc., a California corporation, as Grantee, recorded September 29, 2000 as Instrument No. 2000-122004 of Official Records. Reference being made to the document for full particulars.
(Affects Parcel Three of Tract 1)

12. This item has been intentionally deleted.

13. Water rights, claims or title to water, whether or not shown by the public records.

14. We find no outstanding voluntary liens of record affecting subject property. An inquiry should be made concerning the existence of any unrecorded lien or other indebtedness which could give rise to any security interest in the subject property.
(Affects Tract 2 and Parcels Two and Three of Tract 1)

15. Rights of the public in and to that portion of the land lying within Harbor Boulevard and Old County Road. (Affects Tract 2)

16. Rights of parties in possession.

17. Prior to closing, the Company must confirm whether the county recording office in which the Land is located has changed its access policies due to the COVID-19 outbreak. If recording has been restricted, specific underwriting approval is required; and, additional requirements or exceptions may be made. 366
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INFORMATIONAL NOTES
ALERT - CA Senate Bill 2 imposes an additional fee of $75 up to $225 at the time of recording on certain transactions effective January 1, 2018. Please contact your First American Title representative for more information on how this may affect your closing.

1. Taxes for proration purposes only for the fiscal year 2019-2020.

First Installment: $271.24, PAID
Second Installment: $271.24, PAID
Tax Rate Area: 53-011
APN: 046-032-090
(Affects Parcel Three of Tract 1)

2. According to the latest available equalized assessment roll in the office of the county tax assessor, there is located on the land a(n) Commercial Structure known as 604 Harbor Boulevard, Belmont, CA. (Affects Parcel One of Tract 1)

3. The property covered by this report is vacant land.
(Affects Parcels Two and Three of Tract 1)

4. According to the latest available equalized assessment roll in the office of the county tax assessor, there is located on the land a(n) Commercial Structure known as Situs Unavailable, Belmont, CA. (Affects Tract 2)

5. According to the public records, there has been no conveyance of the land within a period of twentyfour months prior to the date of this report, except as follows:

None

6. This preliminary report/commitment was prepared based upon an application for a policy of title insurance that identified land by street address or assessor's parcel number only. It is the responsibility of the applicant to determine whether the land referred to herein is in fact the land that is to be described in the policy or policies to be issued.

7. Should this report be used to facilitate your transaction, we must be provided with the following prior to the issuance of the policy:

A. WITH RESPECT TO A CORPORATION:

1. A certificate of good standing of recent date issued by the Secretary of State of the corporation's state of domicile.

2. A certificate copy of a resolution of the Board of Directors authorizing the contemplated transaction and designating which corporate officers shall have the power to execute on behalf of the corporation.
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3. A certificate of revivor and a certificate of relief from contract voidability issued by the Franchise Tax Board of the State of California.

4. Requirements which the Company may impose following its review of the above material and other information which the Company may require.

B. WITH RESPECT TO A CALIFORNIA LIMITED PARTNERSHIP:

1. A certified copy of the certificate of limited partnership (form LP-1) and any amendments thereto (form LP-2) to be recorded in the public records;

2. A full copy of the partnership agreement and any amendments;

3. Satisfactory evidence of the consent of a majority in interest of the limited partners to the contemplated transaction;

4. A certificate of revivor and a certificate of relief from contract voidability issued by the Franchise Tax Board of the State of California.

5. Requirements which the Company may impose following its review of the above material and other information which the Company may require.

C. WITH RESPECT TO A FOREIGN LIMITED PARTNERSHIP:

1. A certified copy of the application for registration, foreign limited partnership (form LP-5) and any amendments thereto (form LP-6) to be recorded in the public records;

2. A full copy of the partnership agreement and any amendment;

3. Satisfactory evidence of the consent of a majority in interest of the limited partners to the contemplated transaction;

4. A certificate of revivor and a certificate of relief from contract voidability issued by the Franchise Tax Board of the State of California.

5. Requirements which the Company may impose following its review of the above material and other information which the Company may require.

D. WITH RESPECT TO A GENERAL PARTNERSHIP:

1. A certified copy of a statement of partnership authority pursuant to Section 16303 of the California Corporation Code (form GP-I), executed by at least two partners, and a certified copy of any amendments to such statement (form GP-7), to be recorded in the public records;

2. A full copy of the partnership agreement and any amendments;

3. Requirements which the Company may impose following its review of the above material required herein and other information which the Company may require.

E. WITH RESPECT TO A LIMITED LIABILITY COMPANY:

1. A copy of its operating agreement and any amendments thereto;

2. If it is a California limited liability company, a certified copy of its articles of organization (LLC-1) and any certificate of correction (LLC-11), certificate of amendment (LLC-2), or restatement of articles of organization (LLC-10) to be recorded in the public records;

3. If it is a foreign limited liability company, a certified copy of its application for registration (LLC-5) to be recorded in the public records;

4. With respect to any deed, deed of trust, lease, subordination agreement or other document or instrument executed by such limited liability company and presented for recordation by the Company or upon which the Company is asked to rely, such document or instrument must be executed in accordance with one of the following, as appropriate:
(i) If the limited liability company properly operates through officers appointed or elected pursuant to the terms of a written operating agreement, such documents must be executed by at least two duly elected or appointed officers, as follows: the chairman of the board, the president or any vice president, and any secretary, assistant secretary, the chief financial officer or any assistant treasurer;
(ii) If the limited liability company properly operates through a manager or managers identified in the articles of organization and/or duly elected pursuant to the terms of a written operating agreement, such document must be executed by at least two such managers or by one manager if the limited liability company properly operates with the existence of only one manager.
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5. A certificate of revivor and a certificate of relief from contract voidability issued by the Franchise Tax Board of the State of California.

6. Requirements which the Company may impose following its review of the above material and other information which the Company may require.

F. WITH RESPECT TO A TRUST:

1. A certification pursuant to Section 18100.5 of the California Probate Code in a form satisfactory to the Company.

2. Copies of those excerpts from the original trust documents and amendments thereto which designate the trustee and confer upon the trustee the power to act in the pending transaction.

3. Other requirements which the Company may impose following its review of the material require herein and other information which the Company may require.

G. WITH RESPECT TO INDIVIDUALS:

1. A statement of information.

The map attached, if any, may or may not be a survey of the land depicted hereon. First American Title Insurance Company expressly disclaims any liability for loss or damage which may result from reliance on this map except to the extent coverage for such loss or damage is expressly provided by the terms and provisions of the title insurance policy, if any, to which this map is attached. 370
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LEGAL DESCRIPTION
Real property in the Unincorporated area of the County of San Mateo, State of California, described as follows:

TRACT 1:

PARCEL ONE:

PORTIONS OF LOTS 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 AND 14 IN BLOCK 1 AS SHOWN ON THAT CERTAIN MAP ENTITLED "PORT SAN FRANCISCO, SAN MATEO COUNTY, CALIFORNIA", FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN MATEO COUNTY ON AUGUST 8, 1927 IN BOOK 16 OF MAPS AT PAGES 26, 27 AND 28, SAID POINT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A POINT ON THE NORTHWESTERLY BOUNDARY OF SAID LOT 2, DISTANT THEREON NORTH 42° 59' EAST 5.00 FEET FROM THE MOST WESTERLY CORNER OF SAID LOT 2, SAID POINT OF BEGINNING BEING THE MOST NORTHERLY CORNER OF LAND CONVEYED TO CHARLES G. LAMBERT AND LILLIE BELLE LAMBERT, HIS WIFE, BY DEED DATED JUNE 26, 1931 AND RECORDED OCTOBER 21, 1931 IN BOOK 537 OF OFFICIAL RECORDS AT PAGE 477; THENCE FROM SAID POINT OF BEGINNING ALONG THE NORTHWESTERLY BOUNDARY OF SAID BLOCK 1, NORTH 42° 59' EAST 296.21 FEET TO

THE SOUTHEASTERLY PROLONGATION OF THE SOUTHWESTERLY LINE OF ELMER STREET IN THE CITY OF BELMONT; THENCE ALONG SAID PROLONGATION SOUTH 44° 42' 10" EAST 90.07 FEET TO THE NORTHWESTERLY LINE OF A CERTAIN 10 FOOT STRIP CONVEYED TO COUNTY OF SAN MATEO FOR

WIDENING OF HARBOR BOULEVARD BY DEED FROM CALIFORNIA PACIFIC TITLE & TRUST COMPANY DATED SEPTEMBER 8, 1931 AND RECORDED SEPTEMBER 28, 1931 IN BOOK 555 OF OFFICIAL RECORDS AT PAGE 57, RECORDS OF SAN MATEO COUNTY, CALIFORNIA; THENCE ALONG SAID NORTHWESTERLY LINE OF SAID 10 FOOT STRIP, SOUTH 42° 59' WEST 292.67 FEET TO THE NORTHEASTERLY LINE OF PROPERTY SO CONVEYED TO LAMBERT; THENCE ALONG SAID LAST NAMED LINE, NORTH 47° 01' WEST 90.00 FEET TO THE POINT OF BEGINNING.

EXCEPTING THEREFROM ALL LANDS LYING SOUTHWESTERLY OF THE NORTHEASTERLY LINE OF THE

LANDS CONVEYED TO HARBOR DEVELOPMENT CORPORATION, AND DESCRIBED AS PARCEL TWO IN THAT CERTAIN DEED RECORDED NOVEMBER 7, 1946 IN BOOK 1316 OF OFFICIAL RECORDS AT PAGE 23 (FILE NO. 35443-G), RECORDS OF SAN MATEO COUNTY, CALIFORNIA.

PARCEL TWO:

COMMENCING AT A POINT ON THE NORTHWESTERLY LINE OF HARBOR BOULEVARD, AS SAID LINE IS NOW ESTABLISHED, DISTANT THEREON NORTH 43° 01' EAST 231.72 FEET FROM THE INTERSECTION

THEREOF WITH THE NORTHEASTERLY LINE OF COUNTY ROAD, SAID POINT BEING ALSO THE MOST

EASTERLY CORNER OF THE LANDS CONVEYED TO HARBOR DEVELOPMENT CORPORATION AND DESCRIBED AS PARCEL TWO IN THAT CERTAIN DEED RECORDED NOVEMBER 7, 1946 IN BOOK 1316 OF OFFICIAL RECORDS AT PAGE 23 (FILE NO. 35443-G), RECORDS OF SAN MATEO COUNTY, CALIFORNIA; THENCE FROM SAID POINT OF COMMENCEMENT, FOLLOWING THE NORTHEASTERLY BOUNDARY OF SAID PARCEL, NORTH 46° 59' WEST 90.00 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF A PUBLIC ALLEY; THENCE FOLLOWING THE LAST MENTIONED LINE, SOUTH 43° 01' WEST

74.60 FEET, MORE OR LESS, TO A POINT WHICH BEARS NORTH 44° 21' WEST 90.10 FEET AND NORTH 43° 01' EAST 152.98 FEET FROM THE INTERSECTION OF THE NORTHWESTERLY LINE OF HARBOR BOULEVARD AND THE NORTHEASTERLY LINE OF COUNTY ROAD; THENCE LEAVING SAID LINE OF A PUBLIC ALLEY, AN ARC DISTANCE OF 101.60 FEET, MORE OR LESS, ALONG A CIRCULAR CURVE WITH A RADIUS OF 458.59 FEET CONCAVE TO THE RIGHT FROM A TANGENT BEARS, SOUTH 80° 45' 26" EAST TO A POINT ON THE NORTHWESTERLY LINE OF HARBOR BOULEVARD, DISTANT THEREON NORTH 43° 01' EAST 203.79 FEET FROM THE INTERSECTION THEREOF WITH THE NORTHEASTERLY LINE OF 371
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COUNTY ROAD; THENCE FOLLOWING THE LAST MENTIONED LINE, NORTH 43° 01' EAST 27.93 FEET, MORE OR LESS, TO THE POINT OF COMMENCEMENT.

EXCEPTING THEREFROM THAT PORTION THEREOF WHICH LIES BETWEEN THE ABOVE DESCRIBED

CIRCULAR CURVE AND A CIRCULAR CURVE WITH THE SAME CENTER OF CURVATURE AND A RADIUS OF 473.59 FEET, SAID EXCLUDING PORTION BEING A CURVED STRIP OF LAND OF A UNIFORM WIDTH OF 15.00 FEET EXTENDING FROM THE AFORESAID SOUTHEASTERLY LINE OF A PUBLIC ALLEY TO THE AFORESAID NORTHWESTERLY LINE OF HARBOR BOULEVARD.

PARCEL THREE:

A STRIP OF LAND 30 FEET IN WIDTH LYING EQUALLY 15 FEET ON EACH SIDE OF A LINE WHICH BEGINS AT A POINT ON THE SOUTHEASTERLY LINE OF AN ALLEY 38 FEET WIDE, WHICH POINT OF BEGINNING IS LOCATED NORTH 44° 21' 00" WEST 90.10 FEET AND NORTH 43° 01' 00" EAST 152.98

FEET FROM THE INTERSECTION OF THE NORTHWESTERLY LINE OF HARBOR BOULEVARD AND THE

NORTHEASTERLY LINE OF THE OLD COUNTY ROAD LEADING FROM BELMONT TO REDWOOD CITY, AS SAID LINES ARE NOW ESTABLISHED; AND THENCE FROM SAID POINT OF BEGINNING, A DISTANCE OF 101.60 FEET ALONG A CIRCULAR CURVE WITH A RADIUS OF 458.59 FEET, CONCAVE TO THE RIGHT FROM A TANGENT WHICH BEARS SOUTH 80° 45' 26" EAST TO A POINT ON THE NORTHWESTERLY LINE OF HARBOR BOULEVARD, DISTANT THEREON NORTH 43° 01' 00" EAST 203.79 FEET FROM THE

INTERSECTION THEREOF WITH THE NORTHEASTERLY LINE OF SAID OLD COUNTY ROAD, AS SAID

LINES ARE NOW ESTABLISHED, SAID STRIP OF LAND BEING A PORTION OF THAT PARCEL OF LAND DESIGNATED AS PARCEL NO. 2 IN THAT CERTAIN GRANT DEED BY WALTER JACOBI ET UX, DATED NOVEMBER 5, 1946 IN FAVOR OF HARBOR DEVELOPMENT CORPORATION, AND RECORDED NOVEMBER 7, 1946 IN VOLUME 1316 OF OFFICIAL RECORDS OF SAN MATEO COUNTY, AT PAGE 23.

TRACT 2:

PARCEL ONE:

LOT 1 IN BLOCK 1 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PORT OF SAN FRANCISCO, SAN MATEO COUNTY, CALIFORNIA", FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN MATEO COUNTY, STATE OF CALIFORNIA ON AUGUST 8, 1927 IN BOOK 16 OF MAPS AT PAGES 26, 27 AND 28.

EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY:

BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 1; RUNNING THENCE NORTH 46° 59' WEST ALONG THE NORTHEASTERLY BOUNDARY LINE OF SAID LOT, 10 FEET; THENCE SOUTH 43° 01' WEST PARALLEL WITH THE SOUTHEASTERLY BOUNDARY LINE OF SAID LOT, 49.53 FEET TO THE SOUTHWESTERLY BOUNDARY LINE OF SAID LOT; THENCE ALONG THE BOUNDARY LINE OF SAID LOT

SOUTHEASTERLY, EASTERLY AND NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 10 FEET, 15.71 FEET AND NORTH 43° 01' EAST 39.53 FEET TO THE POINT OF BEGINNING.

PARCEL TWO:

THE SOUTHWESTERLY 5 FEET, FRONT AND REAR MEASUREMENTS OF LOT 2 IN BLOCK 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PORT OF SAN FRANCISCO, SAN MATEO COUNTY, CALIFORNIA",

FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN MATEO COUNTY, STATE OF CALIFORNIA ON AUGUST 8, 1927 IN BOOK 16 OF MAPS AT PAGES 26, 27 AND 28.

EXCEPTING THEREFROM THE SOUTHEASTERLY 10 FEET, MEASURED AT RIGHT ANGLES TO THE NORTHWESTERLY LINE OF HARBOR BOULEVARD.

PARCEL THREE:
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COMMENCING AT A POINT ON THE NORTHWESTERLY LINE OF HARBOR BOULEVARD, SAID LINE IS NOW ESTABLISHED DISTANT THEREON NORTH 43° 01' EAST 134.15 FEET FROM THE INTERSECTION

THEREOF WITH THE NORTHEASTERLY LINE OF COUNTY ROAD SAID POINT BEING ALSO THE MOST SOUTHERLY CORNER OF THAT PARCEL OF LAND DESIGNATED AS PARCEL NO. 2 IN THE DEED FROM WALTER JACOBI AND MARY JACOBI, HIS WIFE, DATED NOVEMBER 5, 1946 IN FAVOR OF HARBOR DEVELOPMENT CORPORATION AND RECORDED NOVEMBER 7, 1946 IN BOOK 1316 OF OFFICIAL RECORDS AT PAGE 23, RECORDS OF SAN MATEO COUNTY, CALIFORNIA; AND THENCE FROM SAID POINT OF COMMENCEMENT FOLLOWING THE SOUTHWESTERLY BOUNDARY OF SAID PARCEL NO. 2, NORTH 46° 59' WEST 90.00 FEET TO THE SOUTHEASTERLY LINE OF A PUBLIC ALLEY; THENCE FOLLOWING SAID LINE, NORTH 43° 01' EAST 22.97 FEET, MORE OR LESS, TO A POINT SITUATED NORTH 44° 21' WEST 90.10 FEET AND NORTH 43° 01' EAST 152.98 FEET FROM THE ABOVE DESCRIBED

INTERSECTION OF THE NORTHWESTERLY LINE OF HARBOR BOULEVARD AND THE NORTHEASTERLY LINE OF COUNTY ROAD; THENCE LEAVING SAID LINE OF SAID ALLEY, AN ARC DISTANCE OF 101.60 FEET, MORE OR LESS, ALONG A CIRCULAR CURVE WITH A RADIUS OF 458.59 FEET, CONCAVE TO THE RIGHT FROM A TANGENT WHICH BEARS SOUTH 80° 45' 26" EAST TO A POINT ON THE NORTHWESTERLY LINE OF HARBOR BOULEVARD, DISTANT THEREON NORTH 43° 01' EAST 203.79 FEET FROM THE INTERSECTION THEREOF WITH THE NORTHEASTERLY LINE OF COUNTY ROAD; THENCE FOLLOWING SAID NORTHEASTERLY LINE, SOUTH 43° 01' WEST 69.64 FEET, MORE OR LESS

TO THE POINT OF COMMENCEMENT, EXCEPTING, NEVERTHELESS, AND EXCLUDING THEREFROM,

THAT PORTION OF THE ABOVE DESCRIBED PARCEL WHICH LIES BETWEEN THE ABOVE DESCRIBED

CIRCULAR CURVE AND A CIRCULAR CURVE WITH THE SAID CENTER OF CURVATURE AND A RADIUS OF 443.59 FEET, SAID EXCLUDED PORTION BEING A CURVED STRIP OF LAND OR A UNIFORM WIDTH OF

15.00 FEET EXTENDING FROM THE AFORESAID SOUTHEASTERLY LINE OF PUBLIC ALLEY TO THE AFORESAID NORTHWESTERLY LINE OF HARBOR BOULEVARD.

PARCEL FOUR:

PORTIONS OF LOTS 2, 3, 4 AND 5 IN BLOCK 1 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PORT OF SAN FRANCISCO, SAN MATEO COUNTY, CALIFORNIA", FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN MATEO COUNTY, STATE OF CALIFORNIA ON AUGUST 8, 1927 IN BOOK 16 OF MAPS AT PAGES 26, 27 AND 28, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A POINT ON THE NORTHWESTERLY LINE OF HARBOR BOULEVARD, AS SAID LINE IS NOW ESTABLISHED, DISTANT THEREON NORTH 43° 01' EAST 134.15 FEET FROM THE INTERSECTION

THEREOF WITH THE NORTHEASTERLY LINE OF COUNTY ROAD, SAID POINT BEING THE MOST

SOUTHERLY CORNER OF THAT CERTAIN PARCEL OF LAND DESIGNATED PARCEL A IN THE DEED FROM G.W. WILLIAMS COMPANY, A CORPORATION TO MARY JACOBI, A WIDOW, RECORDED NOVEMBER 26, 1969 IN BOOK 5720 OF OFFICIAL RECORDS AT PAGE 10 (FILE NO 82566-AC), RECORDS OF SAN MATEO

COUNTY, CALIFORNIA THENCE FROM SAID POINT COMMENCEMENT FOLLOWING THE SOUTHWESTERLY BOUNDARY OF SAID PARCEL A, NORTH 46° 59' WEST 90.00 FEET TO THE SOUTHEASTERLY LINE OF PUBLIC ALLEY; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID PUBLIC ALLEY, SOUTH 43° 01' WEST 80 FEET TO THE NORTHEASTERLY LINE OF LANDS CONVEYED TO MARY JACOBI, BY DEED RECORDED APRIL 8, 1963 IN BOOK 4429 OF OFFICIAL RECORDS AT PAGE 164 (FILE NO. 79090-V), RECORDS OF SAN MATEO COUNTY, CALIFORNIA, THENCE ALONG SAID NORTHEASTERLY LINE, SOUTH 46° 59' EAST 90 FEET TO THE SAID NORTHWESTERLY LINE OF HARBOR BOULEVARD; THENCE NORTHEASTERLY ALONG SAID LINE OF HARBOR BOULEVARD, AS NOW ESTABLISHED 80 FEET TO THE POINT OF BEGINNING.

APN: 046-032-030 (JPN: 046-003-030-05A) (Affects: Parcel One of Tract 1), 046-032-040 (JPN: 046-003-030-06A) (Affects: Parcel Two of Tract 1), 046-032-080 (JPN: 046-003-030-07A, 08A and 09A) (Affects: Tract 2) and 046-032-090 (JPN: 046-003-030-43A) (Affects: Parcel Three of Tract 1) 373
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NOTICE I
Section 12413.1 of the California Insurance Code, effective January 1, 1990, requires that any title insurance company, underwritten title company, or controlled escrow company handling funds in an escrow or sub-escrow capacity, wait a specified number of days after depositing funds, before recording any documents in connection with the transaction or disbursing funds. This statute allows for funds deposited by wire transfer to be disbursed the same day as deposit. In the case of cashier's checks or certified checks, funds may be disbursed the next day after deposit. In order to avoid unnecessary delays of three to seven days, or more, please use wire transfer, cashier's checks, or certified checks whenever possible.

If you have any questions about the effect of this new law, please contact your local First American Office for more details.

NOTICE II
As of January 1, 1991, if the transaction which is the subject of this report will be a sale, you as a party to the transaction, may have certain tax reporting and withholding obligations pursuant to the state law referred to below:

In accordance with Sections 18662 and 18668 of the Revenue and Taxation Code, a buyer may be required to withhold an amount equal to three and one-third percent of the sales price in the case of the disposition of California real property interest by either:

1. A seller who is an individual with a last known street address outside of California or when the disbursement instructions authorize the proceeds be sent to a financial intermediary of the seller, OR

2. A corporate seller which has no permanent place of business in California.

The buyer may become subject to penalty for failure to withhold an amount equal to the greater of 10 percent of the amount required to be withheld or five hundred dollars ($500).

However, notwithstanding any other provision included in the California statutes referenced above, no buyer will be required to withhold any amount or be subject to penalty for failure to withhold if:

1. The sales price of the California real property conveyed does not exceed one hundred thousand dollars ($100,000), OR

2. The seller executes a written certificate, under the penalty of perjury, certifying that the seller is a resident of California, or if a corporation, has a permanent place of business in California, OR

3. The seller, who is an individual, executes a written certificate, under the penalty of perjury, that the California real property being conveyed is the seller's principal residence (as defined in Section 1034 of the Internal Revenue Code).

The seller is subject to penalty for knowingly filing a fraudulent certificate for the purpose of avoiding the withholding requirement.

The California statutes referenced above include provisions which authorize the Franchise Tax Board to grant reduced withholding and waivers from withholding on a case-by-case basis.

The parties to this transaction should seek an attorney's, accountant's, or other tax specialist's opinion concerning the effect of this law on this transaction and should not act on any statements made or omitted by the escrow or closing officer.

The Seller May Request a Waiver by Contacting:

Franchise Tax Board
Withhold at Source Unit
P.O. Box 651
Sacramento, CA 95812-0651
(916) 845-4900
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Privacy Policy
We Are Committed to Safeguarding Customer Information
In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information - particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information.

Applicability
This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firstam.com.

Types of Information
Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include:
 Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means;  Information about your transactions with us, our affiliated companies, or others; and  Information we receive from a consumer reporting agency.

Use of Information
We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law.

We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements.

Former Customers
Even if you are no longer our customer, our Privacy Policy will continue to apply to you.

Confidentiality and Security
We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information.
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CLTA/ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (02-03-10)

EXCLUSIONS
In addition to the Exceptions in Schedule B, You are not insured against loss, costs, attorneys' fees, and expenses resulting from:

1. Governmental police power, and the existence or violation of those portions of any law or government regulation concerning:
(a) building; (d) improvements on the Land;
(b) zoning; (e) land division; and
(c) land use; (f) environmental protection.

This Exclusion does not limit the coverage described in Covered Risk 8.a., 14, 15, 16, 18, 19, 20, 23 or 27.

2. The failure of Your existing structures, or any part of them, to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15.

3. The right to take the Land by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17.

4. Risks:
(a) that are created, allowed, or agreed to by You, whether or not they are recorded in the Public Records; (b) that are Known to You at the Policy Date, but not to Us, unless they are recorded in the Public Records at the Policy Date; (c) that result in no loss to You; or
(d) that first occur after the Policy Date - this does not limit the coverage described in Covered Risk 7, 8.e., 25, 26, 27 or 28.

5. Failure to pay value for Your Title.

6. Lack of a right:
(a) to any land outside the area specifically described and referred to in paragraph 3 of Schedule A; and (b) in streets, alleys, or waterways that touch the Land.

This Exclusion does not limit the coverage described in Covered Risk 11 or 21.

7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, state insolvency, or similar creditors' rights laws.

LIMITATIONS ON COVERED RISKS
Your insurance for the following Covered Risks is limited on the Owner's Coverage Statement as follows: For Covered Risk 16, 18, 19, and 21 Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A.

Your Deductible Amount Our Maximum Dollar
Limit of Liability
Covered Risk 16: 1% of Policy Amount or $2,500.00 (whichever is less) $10,000.00 Covered Risk 18: 1% of Policy Amount or $5,000.00 (whichever is less) $25,000.00 Covered Risk 19: 1% of Policy Amount or $5,000.00 (whichever is less) $25,000.00 Covered Risk 21: 1% of Policy Amount or $2,500.00 (whichever is less) $5,000.00 ALTA RESIDENTIAL TITLE INSURANCE POLICY (6-1-87)

EXCLUSIONS
In addition to the Exceptions in Schedule B, you are not insured against loss, costs, attorneys' fees, and expenses resulting from:

1. Governmental police power, and the existence or violation of any law or government regulation. This includes building and zoning ordinances and also laws and regulations concerning:
(a) and use
(b) improvements on the land
(c) and division
(d) environmental protection
This exclusion does not apply to violations or the enforcement of these matters which appear in the public records at Policy Date.

This exclusion does not limit the zoning coverage described in Items 12 and 13 of Covered Title Risks.

2. The right to take the land by condemning it, unless:
(a) a notice of exercising the right appears in the public records on the Policy Date (b) the taking happened prior to the Policy Date and is binding on you if you bought the land without knowing of the taking

3. Title Risks:
377
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Page Number: 16
First American Title Insurance Company
(a) that are created, allowed, or agreed to by you
(b) that are known to you, but not to us, on the Policy Date -- unless they appeared in the public records (c) that result in no loss to you
(d) that first affect your title after the Policy Date -- this does not limit the labor and material lien coverage in Item 8 of Covered Title Risks

4. Failure to pay value for your title.

5. Lack of a right:
(a) to any land outside the area specifically described and referred to in Item 3 of Schedule A OR (b) in streets, alleys, or waterways that touch your land This exclusion does not limit the access coverage in Item 5 of Covered Title Risks. 2006 ALTA LOAN POLICY (06-17-06)

EXCLUSIONS FROM COVERAGE
The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of:

1. a. Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to
i. the occupancy, use, or enjoyment of the Land;
ii. the character, dimensions, or location of any improvement erected on the Land; iii. the subdivision of land; or
iv. environmental protection;
or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5.
b. Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6.

2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.

3. Defects, liens, encumbrances, adverse claims, or other matters a. created, suffered, assumed, or agreed to by the Insured Claimant; b. not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy;
c. resulting in no loss or damage to the Insured Claimant; d. attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13, or 14); or
e. resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage.

4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated.

5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth-in-lending law.

6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is
a. a fraudulent conveyance or fraudulent transfer, or
b. a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy.

7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b).

The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage:

EXCEPTIONS FROM COVERAGE
This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that arise by reason of:

1. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records.

2. Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land.

3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records.

4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an 378
Order Number: NCS-944177-SM
Page Number: 17
First American Title Insurance Company
accurate and complete land survey of the Land and not shown by the Public Records.

5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records.

6. Any lien or right to a lien for services, labor or material not shown by the public records. 2006 ALTA OWNER'S POLICY (06-17-06)

EXCLUSIONS FROM COVERAGE
The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of:

1. a. Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to
i. the occupancy, use, or enjoyment of the Land;
ii. the character, dimensions, or location of any improvement erected on the Land; iii. the subdivision of land; or
iv. environmental protection;
or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5.
b.Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6.

2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.

3. Defects, liens, encumbrances, adverse claims, or other matters a. created, suffered, assumed, or agreed to by the Insured Claimant; b. not Known to the Company, not recorded in the Public Records at Date of Policy, but known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy;
c. resulting in no loss or damage to the Insured Claimant; d. attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10); or
e. resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title.

4. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors’ rights laws, that the transaction vesting the Title as shown in Schedule A, is
a. a fraudulent conveyance or fraudulent transfer; or
b. a preferential transfer for any reason not stated in Covered Risk 9 of this policy.

5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A.

The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage:

EXCEPTIONS FROM COVERAGE
This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that arise by reason of:

1. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records.

2. Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land.

3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records.

4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records.

5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records.

6. Any lien or right to a lien for services, labor or material not shown by the public records.

ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY (07-26-10)

EXCLUSIONS FROM COVERAGE
379
Order Number: NCS-944177-SM
Page Number: 18
First American Title Insurance Company
The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of:

1. a. Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to
i. the occupancy, use, or enjoyment of the Land;
ii. the character, dimensions, or location of any improvement erected on the Land; iii. the subdivision of land; or
iv. environmental protection;
or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5, 6, 13(c), 13(d), 14 or 16. b. Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 5, 6, 13(c), 13(d), 14 or 16.

2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.

3. Defects, liens, encumbrances, adverse claims, or other matters a. created, suffered, assumed, or agreed to by the Insured Claimant; b. not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy;
c. resulting in no loss or damage to the Insured Claimant; d. attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 16, 17, 18, 19, 20, 21, 22, 23, 24, 27 or 28); or e. resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage.

4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated.

5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth-in-lending law. This Exclusion does not modify or limit the coverage provided in Covered Risk 26.

6. Any claim of invalidity, unenforceability or lack of priority of the lien of the Insured Mortgage as to Advances or modifications made after the Insured has Knowledge that the vestee shown in Schedule A is no longer the owner of the estate or interest covered by this policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11.

7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching subsequent to Date of Policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11(b) or 25.

8. The failure of the residential structure, or any portion of it, to have been constructed before, on or after Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6.

9. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is
a. a fraudulent conveyance or fraudulent transfer, or
b. a preferential transfer for any reason not stated in Covered Risk 27(b) of this policy. 380
FY 22-23 Annual Report C.4 – Industrial and Commercial Site Controls City of Belmont
FY 22-23 AR Form 4-1 September 2023
Section 4 – Provision C.4 Industrial and Commercial Site Controls Program Highlights and Evaluation
Highlight/summarize activities for reporting year:

Summary:
• Updated the existing Stormwater Industrial/Commercial Business Inspection Plan facilities list. • Conducted inspections and evaluated whether businesses should be on facilities list. • Two staff members from SVCW participated in the Countywide Program’s CII Subcommittee quarterly meetings. • SVCW inspectors reviewed BIP and ERPs as well as MRP documents to ensure knowledge of program implementation as well as any other SMCWPPP program guidance.
• SMCWPPP outreach materials were distributed at inspections including posters and fact sheets.

C.4.b.iii.(1) ► Business License Applications
Provide a brief description below of which Permittee entity or entities are responsible for reviewing and approving business license applications, or provide a link to your website for business license applications.

Review and approval of business licenses is handled by HdL Companies, a consultant firm hired by the City of Belmont. Applicants go to the City’s web portal at https://belmont.hdlgov.com/ , fill out application package, and pay their business license fees.

C.4.d.iii.(1)(a) & (c) ► Facility Inspections
Fill out the following table or attach a summary of the following information. Indicate your reporting methodology below.

X Permittee reports multiple, discrete, potential and actual discharges at a site as one enforcement action.

Permittee reports the total number of discrete potential and actual discharges at each site.

Number
Total number of inspections conducted (C.4.d.iii.(1)(a)) 57 Total number of enforcement actions, or discrete number of potential and actual discharges resolved within 10 working days or otherwise deemed resolved in a longer but still timely manner (C.4.d.iii.(1)(c)) 4 Comments:

All enforcement actions were resolved within 10 days.
381
FY 22-23 Annual Report C.4 – Industrial and Commercial Site Controls City of Belmont
FY 22-23 AR Form 4-2 September 2023
C.4.d.iii.(1)(b) ► Number of Each Type of Enforcement
Conducted
Fill out the following table or attach a summary of the following information.

Enforcement Action
(As listed in ERP)1 Number of Enforcement Actions Taken Level 1 Verbal Warning/Warning Notice 4
Level 2 Notice of Violation (NOV)- 0
Level 3 Administrative Order/Citation 0
Level 4 Legal Action/Referral to other Agency 0
Total 4
C.4.d.iii.(1)(d) ► Frequency of Potential and Actual Non-Stormwater Discharges by Business Category
Fill out the following table or attach a summary of the following information.

Business Category2 Number of Actual
Discharges
Number of Potential
Discharges
Automotive 2 1
Restaurant 1
1 Agencies to list specific enforcement actions as defined in their ERPs. 2 List your Program’s standard business categories.
382
FY 22-23 Annual Report C.4 – Industrial and Commercial Site Controls City of Belmont
FY 22-23 AR Form 4-3 September 2023
C.4.e.iii ► Staff Training Summary
Training Name Training
Dates Topics Covered
No. of
Industrial/
Commercial
Site
Inspectors in
Attendance
Percent of
Industrial/
Commercial
Site
Inspectors in
Attendance
No. of IDDE
Inspectors
in
Attendance
Percent of
IDDE
Inspectors in
Attendance
CWEA P3S Annual
Conference -
Stormwater
Sessions
2/2/2023 Determining appropriate BMPs, Identifying
Businesses, Determining Compliance and
Ensuring Compliance
1 25
Review Belmont
BIP and ERP
various Reviewed individually to ensure understanding
and follow guidelines.
3 75

SMCWPPP
recorded training
modules
8/15/23 C.4 Reporting requirements 1 25
SMCWPP - San
Mateo County
District Attorney
3/7/2023 role in environmental crimes & enforcement
process
2 50
MRP Review 8/15/23 mobile businesses 2 50
Sacramento State
QISP training
various NPDES General Permit, Industrial Inspection
certification class
1 25
Comments: Stormwater program inspections and requirements were also discussed at staff meetings. 383
FY 22-23 Annual Report C.5 – Illicit Discharge Detection and Elimination City of Belmont
FY 22-23 AR Form 5-1 September 2023
Section 5 – Provision C.5 Illicit Discharge Detection and Elimination Program Highlights and Evaluation
Highlight/summarize activities for reporting year:

Provide background information, highlights, trends, etc.

Summary:

The City has performed the following activities:
• The City participated in the Countywide Program’s Commercial and Industrial Illicit Discharge Committee including roundtable discussions on the stormwater regulatory review, tips for inspecting for trash, and mobile auto wash best management practices. • The City has specific 4 sites that get routinely inspected by Public Works Operations staff for any sign of illicit discharge. These sites are:
o Water Dog Lake
o 900 Alameda de las Pulgas
o Old County Road at Harbor Blvd.
o Pedestrian/Bike Bridge
• The City’s Department of Public Works responds to complaints regarding illicit discharges or threats of discharge to the storm sewer system. In order to make it easier to file a complaint. Complaints are submitted by phone, email [email protected], the city’s online report a problem via the website. Reports are responded to by inspectors and Public Works Operations staff to ensure that consequences of the illicit discharge are mitigated immediately.
• The City continues to analyze its ordinances to ensure efficient and effective language to achieve stormwater pollution control compliance and enforcement.
• Staff continues to monitor and inspect all “Flows to Bay” decals placed by all storm drains in the right of way throughout the city.

C.5.d.iii.(1) ►Spill and Discharge Complaint Tracking
Spill and Discharge Complaint Tracking (fill out the following table or include an attachment of the following information) Number
Discharges reported (C.5.d.iii.(1)(a)) 2
Discharges reaching storm drains and/or receiving waters (C.5.d.iii.( 1)(b)) 0 Discharges resolved in a timely manner (C.5.d.iii.( 1)(c)) 2 384
FY 22-23 Annual Report C.5 – Illicit Discharge Detection and Elimination City of Belmont
FY 22-23 AR Form 5-2 September 2023
Comments:

All illicit discharge complaints are investigated by city staff. Inspector and Public Works Operations Crew are dispatched to the site of illicit discharge to determine the extent of it and remedy the situation. If a spill/discharge is substantiated, the complaint and response actions are then recorded and the complaint is classified accordingly. If the source of illicit discharge is identified and a guilty party is located, they are directed to clean the area and are given BMPs to ensure that such discharges do not happen in the future. If the source of the illicit discharge is not found, City staff cleans the area. Unsubstantiated spill/discharge complaints are not included in the information above. Only verified discharges are reported.

C.5.e.iii.(2)(a)&(c) ► Mobile Sources Inspections and Enforcement Fill out the following table or attach a summary of the following information.

Number
Mobile business inspections conducted (C.5.e.iii.(2)(a)) 0 Summary of the enforcement actions taken against mobile businesses during the reporting year (C.5.e.iii.(2)(c)).

Summary:

There were no mobile businesses in the City of Belmont. There were no discharges reported that were related to the mobile businesses.

C.5.e.iii.(2)(b) ► Frequency of Mobile Sources Inspections by Business Type Fill out the following table or attach a summary of the following information.

Mobile Business Type1 Number Inspected2

N/A N/A

N/A N/A

N/A N/A

N/A N/A
1 Including, but not limited to, automobile washing, vehicle fueling, power washing, steam cleaning, graffiti removal, and carpet cleaning. 2 The number of each type of mobile business inspected 385
FY 22-23 Annual Report C.6 – Construction Site Controls City of Belmont
FY 22-23 AR Form 6-1 September 2023
Section 6 – Provision C.6 Construction Site Controls
C.6.e.iii.(3)(a), (b), (c), (d) ►Site/Inspection Totals Total number of
construction sites
requiring
inspections during
at least part of the
Permit year;
(C.6.e.iii.1.a)
Total number of active
hillside sites disturbing
<1 acre of soil
requiring inspection
(C.6.e.iii.1.b)
Number of High Priority Sites
(sites disturbing < 1 acre of
soil requiring storm water
runoff quality inspection)
(C.6.e.iii. 1.d)
Number of sites
disturbing ≥ 1 acre of
soil
(C.6.e.iii.1.c)
Total number of storm water runoff
quality inspections conducted (include
only Hillside Sites, High Priority Sites and
sites disturbing 1 acre or more)
(C.6.e.iii. 1.e)
#
9 #
8 #
7 #
0 #
13 Comments:

Due to inspector(s) turn-over, all needed inspections were not completed this FY as we had training overlaps and loss of time. 0 Provide the number of inspections that are conducted at sites not within the above categories as part of your agency’s inspection program and a general description of those sites, if available or applicable.

Does not apply.
386
FY 22-23 Annual Report C.6 – Construction Site Controls City of Belmont
FY 22-23 AR Form 6-2 September 2023
C.6.e.iii.(1)(f) ►Construction Related Storm Water Enforcement Actions
Enforcement Action
(as listed in ERP)1
Number Enforcement Actions Issued
Level 12 Verbal Warning 8
Level 2 Stop Work Order 1
Level 3 Notice to Comply 2
Level 4 In Compliance 2
Total 13
C.6.e.iii.(1)(g), ►Illicit Discharges
Number
Number of illicit discharges, actual and potential, of sediment or other construction-related materials 0 C.6.e.iii.(1)(h) ► Corrective Actions
Indicate your reporting methodology below.

Permittee reports multiple discrete potential and actual discharges at a site as one enforcement action.

X Permittee reports the total number of discrete potential and actual discharges on each site.

Number
Enforcement actions or discrete potential and actual discharges fully corrected within 10 business days after violations are discovered or otherwise considered corrected in a timely period (C.6.e.iii.1.h) 0 Comments:
1 Agencies should list the specific enforcement actions as defined in their ERPs. 2 For example, Enforcement Level 1 may be Verbal Warning. 387
FY 22-23 Annual Report C.6 – Construction Site Controls City of Belmont
FY 22-23 AR Form 6-3 September 2023
All 13 erosion control inspections were conducted with only 1 follow up being recorded as “resolved”. This one was not resolved within the 10 day period. Due to changes in department employees, a lot of the inspections that required further enforcement were not followed up. Our inspectors will follow up on all work sites that have open enforcement actions, and those reports will be included in the 2023-2024 report C.6.f.iii ►Staff Training Summary
Training Name Training Dates Topics Covered
Total Number of
Inspectors
(both municipal
and nonmunicipal staff)
No. of
Inspectors
in
Attendance
(both
municipal
and nonmunicipal
staff)
Construction Inspection
Workshop
4/11/2023 &
4/10/2023

2.00 CEU 2 2
Fundamentals of Inspection
Practice
1/25/2023 &
1/26/2023
Fundamentals of inspection practices 1 1
Comments:

1. Construction Inspection Workshop was given through APWA (American Public Works Association)

2. Fundamentals of Inspection Practice was given through University of California, Berkeley Institute of Transportation Studies Tech Transfer 388
FY 22-23 Annual Report C.7 – Public Information and Outreach City of Belmont
FY 22-23 AR Form 7-1 September 2023
Section 7 – Provision C.7. Public Information and Outreach C.7.g.iii.(1) ► Reporting
Submit a table listing the types of outreach programs implemented during that Permit year along with a brief description. The table should be a cumulative table showing the number, if applicable, of each type of outreach campaigns or events occurring during each Permit year.

Guidance:
• Provide a summary of local outreach efforts using the table below, AND/OR • Refer to your Countywide Program’s Annual Report (if applicable) Type of Outreach
Program
Implemented
Brief Description of
Current Year Campaigns
Number of outreach campaigns or events occurring during each Permit Year, if applicable FY 22-23 FY 23-24 FY 24-25 FY 25-26 FY 26-27
C.7.a. Outreach
Campaigns
Water pollution
prevention pamphlets
that include FOG, dog
waste, rain runoff, proper
hazardous waste
removal.

Target audience:

Belmont residents and
school age children
5 C.7.c. Public
Outreach and Citizen
Involvement Events
Coastal Cleanup Day –
Belmont Creeks to Bay
National Night Out
Earth Day
Public Works Week
Save the Music Festival
5 C.7.d. Watershed
Stewardship
Collaboration

N/A N/A
389
FY 22-23 Annual Report C.7 – Public Information and Outreach City of Belmont
FY 22-23 AR Form 7-2 September 2023
C.7.e. School-Age
Children Outreach
Public Works Week
Event:

We invite school age
children to participate in
games & activities and
provide them with water
pollution prevention
information
1 Type of Outreach
Program
Implemented
Brief Description Number of outreach campaigns or events occurring during each Permit Year, if applicable FY 22-23 FY 23-24 FY 24-25 FY 25-26 FY 26-27
C.7.f. Outreach to
Municipal Officials
A couple of
municipalities
participated in our Earth
Event. We provided info
on FOG (fatbergs), nonflushing baby wipes, and
proper removal of
hazardous waste
1 C.7.g.iii.(2) ► Reporting - Stormwater Pollution Prevention Education
Guidance - (For FY 22-23 Annual Report only, unless changes made) List the point of contact and URL for your agency’s stormwater pollution prevention website. Discuss how the point of contact and website are publicized and maintained. Certify that your agency maintains a website (or refers to a regional website) to provide information on stormwater issues, watershed characteristics, and stormwater pollution prevention approaches.
390
FY 22-23 Annual Report C.7 – Public Information and Outreach City of Belmont
FY 22-23 AR Form 7-3 September 2023
Is your agency maintaining a website (or referring to a regional website) to provide information on stormwater issues, watershed characteristics, and stormwater pollution prevention approaches? X Yes No
If no, explain:

Local stormwater point of contact phone number(s) (650) 595-7425 Local/Regional stormwater website(s) https://www.belmont.gov/departments/communitydevelopment/environmental-sustainability Outreach:

The Public Works phone number and website are added on our informational pamphlets. 391
FY 22-23 Annual Report C.9 – Pesticides Toxicity Controls City of Belmont
FY 22-23 AR Form 9-1 September 2023
Section 9 – Provision C.9 Pesticides Toxicity Controls
C.9.a. ►Implement IPM Policy or Ordinance
Is your municipality implementing its IPM Policy/Ordinance and Standard Operating Procedures?
X Yes No
If no, explain:
(For FY 22-23 Annual Report only) Provide links to IPM policies or ordinances and IPM standard operating procedures:
https://belmontgovmy.sharepoint.com/:w:/g/personal/bshearer_belmont_gov/Ecgym3L3vARAqUmqQjn7iXEBacOsPWi7rq4S2xdqpoD2tQ?e=JQRT7V

Report implementation of IPM BMPs by showing trends in quantities and types of pesticides used, and suggest reasons for increases in use of pesticides that threaten water quality, specifically organophosphates, pyrethroids, carbamates, fipronil, indoxacarb, diuron, and diamides. A separate report can be attached as evidence of your implementation.

Trends in Quantities and Types of Pesticide Active Ingredients Used1 Pesticide Category and Specific Pesticide Active Ingredient Used
Amount2 of Active Ingredient
FY 22-23 FY 23-24 FY 24-25 FY 25-26 FY 26-27
Organophosphates 0 0 0 0 0
0 0 0 0 0
Active Ingredient Diazinon 0 0 0 0 0
Active Ingredient Malathion 0 0 0 0 0
1 Includes all municipal structural and landscape pesticide usage by employees and contractors. 2 Weight or volume of the active ingredient, using same units for the product each year. Please specify units used. The active ingredients in any pesticide are listed on the label. The list of active ingredients that need to be reported in the pyrethroids class includes: metofluthrin, bifenthrin, cyfluthrin, beta-cyfluthrin, cypermethrin, deltamethrin, esfenvalerate, lambda-cyhalothrin, and permethrin.
392
FY 22-23 Annual Report C.9 – Pesticides Toxicity Controls City of Belmont
FY 22-23 AR Form 9-2 September 2023
Pyrethroids (see footnote #2 for list of active ingredients) 0 0 0 0 0 Active Ingredient Type X 0 0 0 0 0
Active Ingredient Type Y 0 0 0 0 0
Carbamates 0 0 0 0 0
Active Ingredient Carbaryl 0 0 0 0 0
Active Ingredient Aldicarb 0 0 0 0 0
Pesticide Category and Specific Pesticide Active Ingredient Used
Amount
FY 22-23 FY 23-24 FY 24-25 FY 25-26 FY 26-27
Indoxacarb 0 0 0 0 0
Diuron 0 0 0 0 0
Diamides 0 0 0 0 0
Active Ingredient Chlorantraniliprole 0 0 0 0 0
Active Ingredient Cyantraniliprole 0 0 0 0 0
Neonicotinoids 0 0 0 0 0
Active Ingredient Imidacloprid 0 0 0 0 0
Active Ingredient Acetamiprid 0 0 0 0 0
Active Ingredient Dinotefuran 0 0 0 0 0
Fipronil 0 0 0 0 0
Reasons for increases in use of pesticides that threaten water quality:

N/A
393
FY 22-23 Annual Report C.9 – Pesticides Toxicity Controls City of Belmont
FY 22-23 AR Form 9-3 September 2023
IPM Tactics and Strategies Used:

IPM Tactics and Strategies Used:

City staff continues to use the following IPM Tactics and Strategies:
• Mechanical methods to control pests and mulch to control weeds. • Traps are used to control gophers on athletic fields. • Mulch is used to control weeds in landscape beds.

C.9.b ►Train Municipal Employees
Enter the number of employees that apply or use pesticides (including herbicides) within the scope of their duties. 6 Enter the number of these employees who received training on your IPM policy and IPM standard operating procedures within this reporting year. 6
Enter the percentage of municipal employees who apply pesticides who have received training in the IPM policy and IPM standard operating procedures within this reporting year. 100
Type of Training:

Type of Training:

PAPA, CAPCA, IPM Workshops, Bay Friendly Landscape Certification Course. Five additional staff that do not apply pesticides also received training on IPM.
394
FY 22-23 Annual Report C.9 – Pesticides Toxicity Controls City of Belmont
FY 22-23 AR Form 9-4 September 2023
C.9.c ►Require Contractors to Implement IPM
Did your municipality contract with any pesticide service provider in the reporting year, for either landscaping or structural pest control?
Yes X No
If yes, did your municipality evaluate the contractor’s list of pesticides and amounts of active ingredients used?
Yes X No
If your municipality contracted with any pesticide service provider, briefly describe how contractor compliance with IPM Policy/Ordinance and SOPs was monitored
No contract with any pesticide service provider.

Only mechanical traps are used to control rodent populations of gophers and rats. No baits, poisons or pesticides are used as a control means.

Refer to our adopted IPM policy which is attached in this section.

C.9.d ►Interface with County Agricultural Commissioners How did your municipality communicate with the County Agricultural Commissioner to: (a) get input and assistance on urban pest management practices and use of pesticides or (b) inform them of water quality issues related to pesticides? Yes. The City obtained our annual permit following the County Ag inspection. We also submitted monthly use reports to the County.

Please see Section 9 of the SMCWPPP FY 22-23 Annual Report for a summary of communication with the San Mateo County Agricultural Commissioner.

The City obtained our annual permit following the County Ag inspection. We also submitted monthly use reports to the County.

Did your municipality report any observed or citizen-reported violations of pesticide regulations (e.g., illegal handling and applications of pesticides) associated with stormwater management, particularly the California Department of Pesticide Regulation (DPR) surface water protection regulations for outdoor, nonagricultural use of pyrethroid pesticides by any person performing pest control for hire.

Yes
X
No
If yes, provide a summary of improper pesticide usage reported to the County Agricultural Commissioner and follow-up actions taken to correct any violations. A separate report can be attached as your summary. 395
FY 22-23 Annual Report C.9 – Pesticides Toxicity Controls City of Belmont
FY 22-23 AR Form 9-5 September 2023
C.9.e.ii (1) ►Public Outreach: Point of Purchase
Provide a summary of public outreach at point of purchase, and any measurable awareness and behavior changes resulting from outreach (here or in a separate report); OR reference a report of a regional effort for public outreach in which your agency participates.

Summary:

See the C.9 Pesticides Toxicity Control section of the Countywide Program’s FY 22-23 Annual Report for information on point of purchase public outreach conducted countywide and regionally.

C.9.e.ii (2) ►Public Outreach: Pest Control Contracting Outreach Provide a summary of outreach to residents who use or contract for structural pest control and landscape professionals); AND/OR reference a report of a regional effort for outreach to residents who hire pest control and landscape professionals in which your agency participates.

Summary:

See the C.9 Pesticides Toxicity Control section of the Countywide Program’s FY 22-23 Annual Report for information on point of purchase public outreach conducted countywide and regionally.

C.9.e.ii.(3) ►Public Outreach: Pest Control Operators
Provide a summary of public outreach to pest control operators and landscapers and reduced pesticide use (here or in a separate report); AND/OR reference a report of a regional effort for outreach to pest control operators and landscapers in which your agency participates.

Summary:

See the C.9 Pesticides Toxicity Control section of the Countywide Program’s FY 22-23 Annual Report for a summary of our participation in and contributions towards countywide and regional public outreach to pest control operators and landscapers to reduce pesticide use.

C.9.f ►Track and Participate in Relevant Regulatory Processes Summarize participation efforts, information submitted, and how regulatory actions were affected; AND/OR reference a regional report that summarizes regional participation efforts, information submitted, and how regulatory actions were affected.

Summary:

During FY 22-23, we participated in regulatory processes related to pesticides through contributions to the countywide Program and CASQA. For additional information, see the Regional Report prepared by CASQA. 396

August 1, 2011
City Of Belmont Integrated Pest Management (IPM) Policy GOAL
The City of Belmont seeks to protect the health and safety of its employees and the general public, the environment and water quality, as well as to provide sustainable solutions for pest control through the reduced use of pesticides on property including buildings owned or managed by the City/County by applying Integrated Pesticide Management principles and techniques. The municipal regional stormwater permit requires that the City of Belmont minimize reliance on pesticides that threaten water quality.

REQUIRED USE OF INTEGRATED PEST MANAGEMENT
Employees implementing pest management controls will use Integrated Pest Management (IPM) techniques that emphasize non-pesticide alternatives. Pesticides will only be used after careful consideration of non-chemical alternatives and then the least toxic chemicals that are effective shall be used. Pest control contractors hired by the [City/County] are required to implement IPM to control pests. This will be achieved by hiring only IPM-certified pest control contractors or by including contract specifications requiring contractors to implement IPM methods.

The City of Belmont will establish written standard operating procedures for pesticide use to ensure implementation of this IPM policy and to require municipal employees and pest control contractors to comply with the standard operating procedures.

The City of Belmont will track employee and contractor pesticide use and prepare an annual report summarizing pesticide use and evaluating pest control activities performed consistent with the municipal regional stormwater permit’s requirements.

The City of Belmont will review its purchasing procedures, contracts or service agreements with pest control contractors and employee training practices to determine what changes, if any, need to be made to support the implementation of this IPM Policy.

The City of Belmont will perform educational outreach and/or support Countywide or regional efforts to educate residential and commercial pesticide users on a) goals and techniques of IPM, and b) pesticide related water quality issues consistent with the municipal regional stormwater permit’s requirements.

The IPM-based hierarchical decision making process that will be used to control pests will include the following:

1. Based on field observations evaluate locations and sites where pest problems commonly occur to determine pest population, size, occurrence, and natural enemy population, if present. Identify conditions that contribute to the development of pest populations, and decisions and practices that could be employed to manage pest populations 397

August 1, 2011

2. Design, construct, and maintain landscapes and buildings to reduce and eliminate pest habitats;

3. Modify management practices including watering, mulching, waste management, and food storage to discourage the development of pest population;

4. Modify pest ecosystems to reduce food, water sources, and harborage;

5. Prioritize the use of physical controls such as mowing weeds, using traps, and installing barriers;

6. Use biological controls to introduce or enhance a pests’ natural enemies;

7. When pest populations reach treatment thresholds (based on how much biological, aesthetic, economic or other damage is tolerable) non-pesticide management activities will be evaluated before considering the use of pesticides;

8. When pesticides are necessary, select reduced risk pesticides and use the minimum amounts needed to be effective;

9. Apply pesticides at the most effective treatment time, based on pest biology, monitoring, and other variables, such as weather, seasonal changes in wildlife use, and local conditions; and

10. Whenever possible, use pesticide application methods, such as containerized baits, that minimize opportunities for mobilization of the pesticide in stormwater runoff.

Departments performing pest management activities will identify an IPM coordinator who is responsible for assisting staff with implementation of this IPM policy.

BACKGROUND
Pesticides are defined as: any substance or mixture of substances intended for preventing, destroying, repelling, or mitigating any pest. Pests can be insects, rodents and other animals, unwanted plants (weeds), bacteria or fungi. The term pesticide applies to herbicides, fungicides, insecticides, rodenticides, molluscicides and other substances used to control pests.

Integrated Pest Management (IPM) is an ecosystem-based strategy that focuses on long-term prevention of pests or their damage through a combination of techniques such as biological control, habitat manipulation, modification of cultural practices, and use of resistant varieties.

Pesticides are used only after monitoring indicates they are needed according to established guidelines, and treatments are made with the goal of removing only the target organism. Pest control materials are selected and applied in a manner that minimizes risks to human health, beneficial and nontarget organisms, and the environment.

IPM techniques could include biological controls (e.g., ladybugs and other natural enemies or predators); physical or mechanical controls (e.g., hand labor or mowing, caulking entry points to buildings); cultural controls (e.g., mulching, alternative plant type selection, and enhanced cleaning and containment of food sources in buildings); and reduced risk chemical controls (e.g., soaps or oils).

City of Belmont owned or managed property/facility includes but is not limited to parks and open space, golf courses, roadsides, landscaped medians, flood control channels and other outdoor areas, as well as municipal buildings and structures. 398
FY 22-23 Annual Report C.10 – Trash Load Reduction
City of Belmont
FY 22-23 AR Form 10-1 September 2023
Section 10 – Provision C.10 Trash Load Reduction
1 See Appendix 10-1 for changes between 2009 and FY 22-23 in trash generation by TMA as a result of Full Capture Systems and Other Measures. 2 To claim a load percentage reduction value, Permittees must provide substantive and credible evidence that new source control actions are being implemented jurisdiction-wide and reduce trash by the claimed value. Permittees may no longer claim source control actions implemented under previous Permits (i.e., foam foodware and single-use plastic bags).

C.10.a.i ► Trash Load Reduction Summary
For population-based Permittees, provide the overall trash reduction percentage achieved to-date within the jurisdictional area of your municipality that generates problematic trash levels (i.e., Very High, High, or Moderate trash generation). Base the reduction percentage on the information presented in C.10.b i-v and C.10.f.i-ii. Provide a discussion of the calculation used to produce the reduction percentage Trash Load Reductions
Percent Trash Reduction in All Trash Management Areas (TMAs) due to Full Trash Capture Systems (as reported C.10.b.i) 67.1% Percent Trash Reduction in all TMAs due to Control Measures Other than Full Trash Capture Systems (as reported in C.10.b.iii)1 24.7% Percent Trash Reduction due to Jurisdictional-wide Source Control Actions2 (as reported in C.10.b.v) 0% Subtotal for Above Actions 91.8%
Trash Offsets (Optional)
Offset Associated with Additional Creek and Shoreline Cleanups (as reported in C.10.f.i) 3.8% Offset Associated with Direct Trash Discharges (as reported in C.10.f.ii) 0% Total (Jurisdiction-wide) % Trash Load Reduction through FY 2022-23 95.6% Discussion of Permittee Trash Load Reduction and the Load Reduction Calculation:

The City attained and reported 87.6% trash load reduction (including trash offsets) in its FY 21-22 Annual Report. During FY 22-23, the City continued to implement a robust trash control measure program (e.g., full trash capture devices). These actions helped the City maintain its trash load reduction at the mandatory 90% trash load reduction requirement included in the MRP. The total (jurisdiction-wide) percent trash load reduction in FY 22-23 is 95.6% (including trash offsets but excluding trash reduction credits for source controls that are no longer creditable under MRP 3.0). The most recent version of the City’s Baseline Trash Generation Map can be downloaded at http://www.flowstobay.org/content/municipal-trash-generation-maps 399
FY 22-23 Annual Report C.10 – Trash Load Reduction
City of Belmont
FY 22-23 AR Form 10-2 September 2023
C.10.a.ii(a) ► Full Trash Capture Systems – Population-based Permittees C.10.c ► Full Trash Capture Systems – Flood Management Agencies Provide the following:
1) Total number and types of full capture systems (publicly and privately-owned) installed during FY 22-23, and prior to FY 22-23, including inletbased and large flow-through or end-of-pipe systems, and qualifying low impact development (LID) required by permit provision C.3. 2) Total land area (acres) treated by full capture systems for population-based Permittees and total number of systems for flood management agencies compared to the total required by the permit.

Type of System # of Systems Areas Treated3
(Acres)
Installed in FY 22-23
None -- --
Installed Prior to FY 22-23
Connector Pipe Screens (Public) 58 578.9
Baskets (Public) 9 3.4
Multi-benefit (Bioretention) Treatment Systems (Private)4 2 1.3 Total for all Devices or Systems Installed To-date 69 583.6 Treatment Acreage Required by Permit (Population-based Permittees) 17 Total # of Systems Required by Permit (Flood Management Agencies) N/A 3 The City’s 2009 baseline trash generation map was reevaluated in FY 2022-23 to ensure that jurisdictional areas were assigned the appropriate trash generation category when the original baseline map was created. Additionally, the areas treated by existing trash full capture systems were also evaluated and refined based on more accurate information on drainage patterns and the configuration of the City’s MS4. Based on these analyses, some drainage boundaries for trash full capture systems were refined. The refined drainage boundaries are reported in this table and in Appendix 10-1. 4 In accordance with Permit provision C.10.a.ii(a), stormwater treatment facilities (i.e., bioretention) implemented in accordance with Provision C.3 are deemed a full capture system if the facility, including its maintenance, prevents the discharge of trash to the downstream MS4 and receiving waters and discharge points from the facility, including overflows, are appropriately screened or otherwise configured to meet the full trash capture screening specification for storm flows up to the full trash capture one year, one hour storm hydraulic specification. Based on this definition, the City has applied a conservative assumption to determine which multi-benefit bioretention facilities should be counted as trash full capture systems. Currently, the City only deems bioretention facilities that are constructed after July 1, 2010 and at a size of at least 3% of the drainage management area (DMA) with a 6-inch ponding depth to meet the trash full capture definition. A technical memorandum describing the analysis conducted by the Santa Clara Valley Urban Runoff Program (SCVURPPP) that supports the criteria used to identify the applicable bioretention facilities was included in their FY 21-22 Annual Report. 400
FY 22-23 Annual Report C.10 – Trash Load Reduction
City of Belmont
FY 22-23 AR Form 10-3 September 2023
C.10.a.ii(b) ►Trash Generation Area Management - Private Lands Provide a summary of implementation actions and progress towards meeting the July 1, 2025 requirement for all private lands that are moderate, high, or very high trash generating, and that drain to storm drain inlets that Permittees do not own or operate (private), but that are plumbed to Permittees’ storm drain systems. Include any trash control measures implemented or caused to be implemented, including full trash capture systems and/or trash discharge control actions equivalent to or better than full trash capture systems.

Summary of Implementation Actions and Progress:

As described in MRP 3.0 Provision C.10.a.ii(b), private properties that 1) generate moderate, high, or very high level of trash, 2) are plumbed to the City’s MS4, and 3) are not already addressed by a Full Trash Capture (FTC) system are required to be equipped with a FTC system or be managed by trash control measures equivalent to or better than a FTC system by July 1, 2025. To address trash contributions from these properties, which are referred to as Private Land Drainage Areas (PLDAs), the City has begun the implementation of a PLDA Trash Inspection Program (TIP). Through the TIP, inspections are performed on PLDAs and if the level of trash observed on the property via OVTAs is greater than low trash generation, property owners and/or managers are required to implement additional trash control measures and achieve low trash generation. Trash control measures may include FTC systems or other types of trash control actions. The goal of the TIP is to address trash from all PLDAs in the City by July 1, 2025.

Roughly 15 potential PLDAs have been identified in the City to date and inspections will begin on these PLDAs in FY 2023-24. These 15 potential PLDAs include those that are >10,000 ft2. The City plans to identify the remaining PLDAs that are less than 10,000 ft2 and begin inspections on PLDAs in FY 2023-24. The City is prioritizing inspections at PLDAs that are believed to generate the greatest levels of trash.

No trash load reduction is being reported in FY 2022-23 associated with PLDAs inspections. 401
FY 22-23 Annual Report C.10 – Trash Load Reduction
Permittee Name: City of Belmont
FY 22-23 AR Form 10-4 September 2023
C.10.b.i and ii ► Trash Reduction - Full Capture Systems Provide the following:
1) Jurisdiction-wide trash reduction in FY 22-23 attributable to full capture systems implemented in each TMA; 2) The total number of full capture systems installed to-date in your jurisdiction; 3) The percentage of systems in FY 22-23 that exhibited significant plugged/blinded screens or were ≥50% full when inspected or maintained; 4) A narrative summary of any maintenance issues and the corrective actions taken to avoid future performance issues; and 5) A certification that each full capture system is operated and maintained to meet full capture system requirements in the permit.

TMA Jurisdiction-wide
Reduction (%)
Total # of Full
Capture
Systems
% of Systems Exhibiting Plugged/Blinded
Screens or ≥ 50% full in FY 22-23
Summary of Maintenance Issues and
Corrective Actions
1 33.6% 67 0% No issues to report. The city continued with regular inspections and cleanings, as
necessary of all full capture systems on a
quarterly basis. In addition, all full capture
systems are inspected and cleaned, as
necessary prior to the wet season; and during
and after rain events.
2 27.5%
3 4.3%
4 1.7%
5 0.0%
Total 67.1%
Certification Statement:

The City of Belmont certifies that a full capture system maintenance and operation program is consistently being implemented to maintain all its full capture devices (connector pipe screens) in a manner that meets the full capture system requirements included in the Permit.

Did your agency provide the names and locations of new and existing full trash capture systems to the County vector control agency for FY 2022-23? X Yes No N/A 402
FY 22-23 Annual Report C.10 – Trash Load Reduction
Permittee Name: City of Belmont
FY 22-23 AR Form 10-5 September 2023
C.10.b.iii(a) ► Trash Reduction – Other Trash Management Actions C.10.c ► Requirements for Flood Control Agencies
Provide a summary of trash control actions other than full capture systems or jurisdictional source controls that were implemented within each TMA, including the types of actions, levels, timing, frequency, and areal extent of implementation, whether actions are new, including initiation date, and information relevant to effective implementation of the action or combination of actions.

TMA Summary of Trash Control Actions Other than Full Capture Systems 1 (Retail/Commercial
Areas)
A) Enhanced Street Sweeping- Starting in 2012, the city increased its street sweeping efforts to include sweeping most retail areas three times per week. Rethink Waste also conducts sweeping along Shoreway Road;
B) Uncovered Loads- Since FY12/13, the city has continued to conduct public outreach for covered loads. A sign advising motorists “Uncovered Loads Are Subject to Fines” was installed on Shoreway Road, which is heavily used by garbage trucks and other vehicles traveling to the Shoreway Environmental Center, Recycling Center and Transfer Station.

C) Improved Trash Bin/Container Management- The City continues to support the garbage service agreement implemented in January 2011 that required covered bins for all residential and commercial users. Additionally, the city continues to monitor, and empty, when necessary, a covered top trash receptacle that replaced an open top trash receptacle on Shoreway Trail in 2010. This trail runs alongside commercial properties and the O’Neill Slough.

D) On-Land Cleanups- Starting in FY2011-2012, the City began performing on-land trash cleanups in this TMA. These Permittee led cleanups have continued each year since, and the number of these on-land cleanups have increased in this TMA.

E) Public Education- To bring awareness to cigarette butt litter a roadway banner for cigarette butt litter prevention was displayed multiple times over Ralston Avenue.

F) Other Types of Actions- Cigarette butt receptacles were installed at the Carlmont Shopping Center and 5th Avenue public parking lot in FY 2015/16. The City continues to inspect and clean receptacles, as necessary. Two outreach signs were installed at the Bus stop in front of 900 Ralston Avenue and at the Carlmont Shopping Center. Both signs were obtained through a grant from Keep America Beautiful Cigarette Butt Litter Prevention Program. In FY 2019/20, the City relocated two cigarette butt receptacles; one from Carlmont Shopping Center to the end of Sem Lane near O’Neil Slough (leaving one receptacle at Carlmont Shopping Center), and the second from the 5th Avenue public parking lot to the Silicon Valley Clean Water Treatment Plant Sewer Pump Station located at 1385 Shoreway Road (near O’Neil Slough). 2 (El Camino Real
Corridor)
A) Enhanced Street Sweeping- The City of Belmont swept the El Camino Real corridor twice a week pre- 2013. Beginning in 2013, the City’s enhanced street sweeping frequency increased to three times per week on this El Camino Real corridor.

B) Improved Trash Bin/Container Management- Since installed in April 2016, the City continues to have the two 403
FY 22-23 Annual Report C.10 – Trash Load Reduction
Permittee Name: City of Belmont
FY 22-23 AR Form 10-6 September 2023
covered trash and recycling receptacles on Ralston Avenue between El Camino Real and Old County Road serviced twice a week by contract. Previously these pedestrian pathway areas had no public trash and recycling receptacles.

These areas are adjacent to the Belmont Caltrain Station and are frequently traveled by pedestrians and Caltrain riders.

C) Public Education- Since installed in FY 2015/16, the city continues to maintain outreach signage in this TMA at the bus stop on El Camino by the Lariat Tavern, the bus stops on El Camino by Starbucks at Ralston, and by the stairs to the Caltrain station at El Camino and Ralston to bring awareness to cigarette butt litter.

D) Other Types of Actions- Since installed in FY 2015/16, the City continues to monitor, and empty when necessary, 1 cigarette butt receptacle at the bottom of the stairs leading up to the Caltrain Station at El Camino and Ralston as well as 3 outreach signs at the bus stop on El Camino by the Lariat Tavern, the bus stop on El Camino by Starbucks and by the stairs to the Caltrain station at El Camino and Ralston; which were obtained through a grant from Keep America Beautiful Cigarette Butt Litter PreventionProgram.
3 (Public
Facilities/Parks)
A) Enhanced Street Sweeping- Beginning in 2012, the city increased its sweeping frequency to three times per week for the City Hall parking lot, Twin Pines Park parking lot, Sports Complex parking lot, Barrett Community Center parking lot and Belmont Library parking lot.

B) On-land Cleanup - Since 2011, the city has conducted on-land trash cleanups in this TMA. These have been both Permittee and volunteer lead cleanups.

C) Improved Trash Bin/Container Management- Since 2013, the City continues to monitor, and empty, when necessary, covered trash and recycling receptacles, which replaced uncovered receptacles,at two Twin Pines Park picnic areas; Since 2014/15, the City has continued to monitor, and empty, when necessary, covered trash and recycling receptacles, which replaced uncovered receptacles, at the Barrett Community Center, Library, Belameda Park, O’Donnell Park and Alexander Park sites.

D) Public Education- Since installed in FY 2015/16, the City continues to maintain three outreach signs in this TMA.

There are two locations along O’Neill Slough Trail, and a sign at Barrett Park.

E) Other Types of Actions– Two cigarette butt receptacles were installed at Vista Point and Belmont Sports Complex in FY 2015/16. The City continues to inspect and clean both receptacles, as necessary. Both receptacles were obtained through a grant from Keep America Beautiful Cigarette Butt Litter Prevention Program. 4 (Schools)
A) Enhanced Street Sweeping- The City’s enhanced street sweeping efforts that began in 2012 have resulted in additional sweeping occurring around four school sites. The street in front of two schools are swept twice per week, and the street in front of two other schools are swept three times perweek.

B) On-land Cleanup- Since 2011, the City has conducted on-land trash cleanups in this TMA. These have been both Permittee and volunteer lead cleanups.
404
FY 22-23 Annual Report C.10 – Trash Load Reduction
Permittee Name: City of Belmont
FY 22-23 AR Form 10-7 September 2023
C) Storm Drain Inlet Cleaning- Since FY 2013/2014, the city has conducted enhanced storm drain inlet maintenance around schools. These enhanced efforts include inspecting and cleaning 48 storm drain inlets an additional two times per year.
5 (OtherColleges/Universities,
Open Space, Major
Infrastructure, Forest
Land, Rangeland)
A) Enhanced Street Sweeping- Beginning in 2012, the City’s enhanced street sweeping for leaf control includes sweeping two neighborhoods (Chula Vista and portions of Sterling Downs) two times per week from October through mid- December.

B) On-land Cleanup- Since 2013, The City has conducted on-land trash cleanups in this TMA. These have been Permittee lead.

C) Improved Trash Bin/Container Management- The City continues to support the garbage service agreement implemented in January 2011 that required covered bins for all residential and commercial users.

D) Partial Capture Devices- Since installed in February 2017, the City has continued to inspect, and clean, when necessary, 27 United Storm Water Wing-Gate automatic retractable curb inlet screen covers on both Clipper Drive and Concourse Drive.

Summary of Trash Control Measures Other than Full Capture Devices: (Do not delete this section – include in annual report) • Street Sweeping: Include a description of any enhancements or new actions implemented after the MRP 1.0 effective date (i.e., December 2009). Identify portions of the TMA where enhanced street sweeping (i.e., increased sweeping frequency) and parking enforcement above 2009 levels was implemented. • On-land Cleanup: Include a description of on-land cleanup activities that began after the MRP 1.0 effective date (i.e., December 2009) and continued into FY 22-23, including any enhancements or new actions implemented in FY 22-23. Describe if these actions are Permittee or volunteer-led. • Partial Capture Devices: Provide a description of devices installed after the MRP 1.0 effective date (i.e., December 2009). Describe the level of maintenance conducted per device types.
• Storm Drain Inlet Cleaning: Describe storm drain inlet maintenance activities implemented after the MRP 1.0 effective date (i.e., December 2009) and continued in FY 22-23, including any enhancements or new maintenance activities implemented in FY 22-23. For new/enhanced actions, include the number of inlets where enhanced maintenance occurred, and the increased frequency of maintenance. • Uncovered Loads: Describe activities designed to reduce trash from uncovered loads that began after the MRP 1.0 effective date (i.e., December 2009) and continued in FY 22-23, including any enhancements or new actions implemented in FY 22-23. Describe the types of actions implemented including new or redirected enforcement efforts to increase the focus towards new or enhanced actions. • Anti-littering and illegal dumping enforcement activities: Describe anti-littering and illegal dumping enforcement activities began after to the MRP 1.0 effective date (i.e., December 2009) and continued in FY 22-23, and any enhancements or new actions implemented in FY 22-23. Include any new or redirected enforcement efforts to increase the focus towards new or enhanced actions. Describe the number of citations or other correction actions accomplished this year and compare with previous years. Indicate how anti-littering and illegal dumping enforcement records are kept, and how they may be retrieved for audit.
405
FY 22-23 Annual Report C.10 – Trash Load Reduction
Permittee Name: City of Belmont
FY 22-23 AR Form 10-8 September 2023
• Improved Trash Bin/Container Management: Describe activities designed to improve trash bin/container management that began after the MRP1.0 effective date (i.e., December 2009) and continued in FY 22-23, and any enhancements or new actions implemented in FY 22-23. Include any new or redirected efforts to increase the focus towards these new or enhanced actions. • Other Types of Actions: Describe activities designed after the MRP effective date (i.e., December 2009) and continued in FY 22-23, and any enhancements or new (post December 2009 effective date) actions implemented in FY 22-23. 406
FY 22-23 Annual Report C.10 – Trash Load Reduction
Permittee Name: City of Belmont
FY 22-23 AR Form 10-9 September 2023
C.10.b.iii(b) ► Trash Reduction – Other Trash Management Actions Provide the following:
1) A summary of the on-land visual assessments in each TMA (or control measure area), including the street miles or acres available for assessment (i.e., those associated with VH, H, or M trash generation areas not treated by full capture systems), the street miles or acres assessed, the % of available street miles or acres assessed, and the average number of assessments conducted per site within the TMA; and 2) Percent jurisdictional-wide trash reduction in FY 22-23 attributable to trash management actions other than full capture systems implemented in each TMA; OR
3) Indicate that no on-land visual assessments were performed.

If no on-land visual assessments were performed, check here and state why: X Explanation: No OVTAs were conducted in TMA #5 because the entire TMA is low trash generating.

TMA ID
or (as applicable)
Control Measure Area
Total Street Miles5 or
Acres Available for
Assessment
Summary of On-land Visual Assessments
Jurisdictional-wide
Reduction (%) Street Miles or
Acres Assessed
% of Available Street
Miles or Acres
Assessed
Avg. # of Assessments
Conducted at Each Site
1 0.6 0.3 48% 6.0 11.4%
2 0.9 0.4 43% 6.5 12.9%
3 0.3 0.2 62% 6.0 0.0%
4 0.5 0.4 83% 5.5 0.4%
5 0.0 NA NA NA NA
Total 1.3 -- -- 24.7%
5 Street miles are defined as the street length and do not include street median curbs. 407
FY 22-23 Annual Report C.10 – Trash Load Reduction
Permittee Name: City of Belmont
FY 22-23 AR Form 10-10 September 2023
C.10.b.v ► Trash Reduction – Source Controls
Provide a description of each jurisdiction-wide trash source control action implemented to-date other than those addressed under previous Permits (i.e., foam foodware and single-use plastic bags). For each new control action, identify the trash reduction evaluation method(s) used to demonstrate on-going reductions, summarize the results of the evaluation(s), and estimate the associated reduction of trash within your jurisdictional area. Note: There is a maximum of 10% total credit for source controls.

Source Control
Action
Summary Description &
Dominant Trash Sources and Types Targeted Evaluation/Enforcement Method(s) Summary of Evaluation/Enforcement Results To-date % Reduction

N/A N/A N/A N/A N/A
C.10.d ►Long-Term Trash Load Reduction Plan
State (Y/N) if your agency met the 90% compliance benchmark and submit an updated Long-term Trash Load Reduction Plan in accordance with Permit Provision C.10.d.ii.

Did your agency meet the 90% compliance benchmark as of June 30, 2023 without the use of source control credits or creek/shoreline cleanup and direct discharge control offsets? X Yes No N/A If your agency checked “No” above, did your agency develop an updated Trash Load Reduction Plan and submit it as an attachment to this Annual Report? Yes No X N/A
If your agency checked “Yes” above AND significantly revised your Trash Load Reduction Plan, include a summary of the significant revisions below. Significant revisions include any changes made to primary or secondary trash management areas (TMAs), baseline trash generation maps, control measures, or time schedules identified in your Plan. Indicate whether your trash generation map was revised and, if so, what information was collected to support the revision. If your map was revised, attach it to your Annual Report or provide a link to the map.

Summary Descriptions of Significant Revisions Made to 2014 Trash Load Reduction Plan Associated TMA
In FY 15/16, consistent with all MRP Permittees, all public K-12 schools, college and university parcels were made nonjurisdictional on the City’s baseline trash generation maps. Under California Government Code Sections 4450 through 4461, the construction, modification, or alteration of facilities and/or structures on these parcels are under the jurisdiction of the California Division of State Architect and not the city. The public right-of-way (e.g., streets and sidewalks) surrounding these parcels remain as a jurisdictional on the City’s baseline trash generation maps. The City’s revised baseline trash generation map was included as Appendix 10-2 in
the FY 15-16 Annual Report.

All applicable
In FY 22-23, the city conducted a thorough evaluation of its baseline trash generation map, treatment areas for existing trash full capture systems, and identified which multi-beneficial (bioretention) treatment facilities installed in the City meet the trash full capture design standard, as described in the MRP. The City’s 2009 baseline trash generation map was reevaluated to ensure All applicable
408
FY 22-23 Annual Report C.10 – Trash Load Reduction
Permittee Name: City of Belmont
FY 22-23 AR Form 10-11 September 2023
that jurisdictional areas draining to the City’s MS4 are included on the map and that these areas were assigned the appropriate trash generation category when the original baseline map was created. Based on the findings of this evaluation, the City’s baseline map was refined and now provides a much more accurate illustration of both its jurisdictional areas and the associated baseline level of trash that was generated on these areas in 2009. The areas treated by existing trash full capture systems were also evaluated and refined based on more accurate information on drainage patterns and the configuration of the City’s MS4. These refined treatment area boundaries provide a much more accurate illustration of the land areas draining to these full capture systems. Lastly, in FY 22-23 the City began to identify which existing multi-beneficial (bioretention) treatment facilities achieve the trash full capture design standard, as described in the MRP and the State Water Resources Control Board fact sheets on multi-beneficial full capture systems. A technical memorandum describing the analysis conducted by the Santa Clara Valley Urban Runoff Program (SCVURPPP) that supports the criteria used to identify the applicable bioretention facilities was included in their FY 21-22 Annual Report. The City’s Long-term Trash Load Reduction Plan was updated with these refined jurisdictional areas and full capture treatment drainage boundaries and refined baseline trash generation levels, which are included in Appendix 10-1 of this report. 409
FY 22-23 Annual Report C.10 – Trash Load Reduction
Permittee Name: City of Belmont
FY 22-23 AR Form 10-12 September 2023
C.10.f.i ► Trash Reduction Offsets –Creek and Shoreline Cleanups (Optional) Provide a summary description of creek and shoreline cleanups conducted at a minimum frequency of twice per year, and sufficient to demonstrate sustained improvement of the creek or shoreline area, the volume of trash removed, and the offset claimed in FY 22-23. Provide the number and frequency of cleanups conducted, locations and cleanup dates.

Offset Program Summary Description of Actions and Assessment Results Volume of Trash (CY)
Removed/Controlled
in FY 22-23
Offset
(% Jurisdiction-wide
Reduction)
Additional Creek
and Shoreline
Cleanups
(Max 10% Offset)
The City performed creek cleanups at the following locations in FY 22-23:

BEL01 – Belmont Creek – Behind Carlmont Shopping Center 7/19/2022
8/29/2022
9/17/2022
11/7/2022
11/30/2022
2/23/2023
4/3/2023
4/20/2023
5/22/2023
BEL02 – O’Neill Slough
7/19/2022
8/29/2022
9/18/2022
11/7/2022
11/30/2022
2/23/2023
4/3/2023
4/20/2023
5/23/2023

4.75 CY 3.8%
410
FY 22-23 Annual Report C.10 – Trash Load Reduction
Permittee Name: City of Belmont
FY 22-23 AR Form 10-13 September 2023
C.10.f.ii ► Trash Reduction Offsets – Direct Trash Discharge Controls For those Permittees with a Direct (Trash) Discharge Control (offset) Program (DDCP) approved by the Water Board Executive Officer, provide a summary description of the trash controls implemented, the volume of trash removed via the DDCP, and the offset claimed in FY 22-23. Attach a report that includes the following:
• For Permittees whose DDCPs address significant discharges from unsheltered homeless populations, include a narrative description and quantitative information for the following for the current year and for each prior year of the permit term:
o The estimated number of people experiencing unsheltered homelessness in their jurisdiction; o the estimated number of people experiencing unsheltered homelessness living within approximately 500 feet of receiving waters; o the estimated portion of those populations provided housing as described in Provision C.10.f.ii.b.(i); o the estimated portion of those populations served with the services described in Provision C.10.f.ii.b.(i); o the number and scope of sanitation controls and services provided to homeless encampments; o the number and scope of trash controls and services provided to homeless encampments; and o the number and scope of sanitary cleanouts and other services provided to RVs. • For Permittees whose DDCPs address significant discharges from illegal dumping sites, include a narrative description and quantitative information for the following for the current year and for each prior year of the permit term:
o The total number of active illegal dumping sites;
o the number of active illegal dumping sites within approximately 500 feet of receiving waters; o the number of illegal dumping sites where trash was collected and the amount of material collected; o dumping vouchers (or equivalent) provided (and who they are provided to); o dumping vouchers (or equivalent) used; and
o outreach and education provided to the public regarding illegal dumping and the availability of dumping vouchers (or equivalent).
• For Permittees whose DDCPs address significant discharges from both unsheltered homeless populations and illegal dumping sites, include a narrative description and quantitative information for all of the elements listed above for the current year and for each prior year of the permit term.

Offset Program Summary Description of Actions and Assessment Results Volume of Trash (CY)
Removed/Controlled
in FY 22-23
Offset
(% Jurisdiction-wide
Reduction)
Direct Trash
Discharge
Controls
(Max 15% Offset)

N/A N/A N/A
411
FY 22-23 Annual Report C.10 – Trash Load Reduction
Permittee Name: City of Belmont
FY 22-23 AR Form 10-14 September 2023
Appendix 10-1. Baseline trash generation and areas addressed by full capture systems and other control measures in Fiscal Year 22-231.

TMA
2009 Baseline Trash Generation
(Acres)
Trash Generation (Acres) in FY 22-23 After
Accounting for Full Capture Systems
Jurisdictionwide
Reduction via
Full Capture
Systems (%)
Trash Generation (Acres) in FY 22-23
After Accounting for Full Capture Systems and
Other Control Measures
Jurisdictionwide
Reduction via
Other Control
Measures (%)
Jurisdiction-wide
Reduction via Full
Capture AND
Other Control
L M H VH Total L M H VH Total L M H VH Total Measures (%) 1 28 58 21 0 107 94 3 10 0 107 33.6% 100 7 0 0 107 11.4% 45.0% 2 7 9 33 0 48 32 4 13 0 48 27.5% 32 17 0 0 48 12.9% 40.4% 3 17 14 0 0 31 30 1 0 0 31 4.3% 30 1 0 0 31 0.0% 4.3%
4 9 7 0 0 16 14 2 0 0 16 1.7% 15 1 0 0 16 0.4% 2.1%
5 2,483 0 0 0 2,483 2,483 0 0 0 2,483 0.0% 2,483 0 0 0 2,483 0.0% NA2 Totals 2,544 87 54 0 2,685 2,653 9 23 0 2,685 67.1% 2,661 25 0 0 2,685 24.7% 91.8% 1 Due to rounding, total acres and percentages presented in this table may be slightly different than the sum of the acres/percentages in the corresponding rows/columns (e.g., differ by 1 acre or 0.1%). 2 “NA” indicates that the TMA has no moderate, high, or very high trash generating areas (i.e., all low trash generation and/or non-jurisdictional) and therefore no additional trash control measures are needed. 412
FY 22-23 Annual Report C.11 – Mercury Controls
City of Belmont
FY 22-23 AR Form 11-1 September 2023
Section 11 – Provision C.11 Mercury Controls
C.11.a ► Assess Mercury Load Reductions from Stormwater Submit documentation confirming that all control measures effectuated during the previous Permit term for which load reduction credit was recognized continue to be implemented at an intensity sufficient to maintain the credited load reduction.

Summary:

Refer to the Countywide Program’s Mercury and PCBs Control Measures Update Report attached to the Countywide Program’s FY 2022-23 Annual Report.

C.11.b.iii (1), (2) ► Program for Source Property Identification and Abatement Report progress on the acreage of land areas investigated, including progress toward investigation of 100 percent of old industrial land uses. The reporting shall indicate what action was taken for the parcels investigated (e.g., abatement, referral, enforcement, etc.). Permittees shall submit all supporting data and information including referral reports.

Summary:

Refer to the Countywide Program’s Mercury and PCBs Control Measures Update Report attached to the Countywide Program’s FY 2022-23 Annual Report.

Report on ongoing O&M activities associated with all past contaminated property referrals. Prior to all new referrals, Permittees shall submit, for staff review and comment, a detailed description of the enhanced O&M plan for the referred properties.

Summary:

Refer to the Countywide Program’s Mercury and PCBs Control Measure Update Report attached to the Countywide Program’s FY 2022-23 Annual Report.
413
FY 22-23 Annual Report C.11 – Mercury Controls
City of Belmont
FY 22-23 AR Form 11-2 September 2023
C.11.c.iii (2) ► Program for Control Measure Implementation in Old Industrial Areas
Submit an account of control measure and stormwater diversion implementation consistent with the plan submitted in March 2023 and any modifications thereto. Include maps of the areas treated, the acreage of catchments addressed, and a description of all control measures, installed treatment devices and routing facilities for each treated catchment.

Summary:

Refer to the Countywide Program’s Old Industrial Area Control Measure Update Report attached to the Countywide Program’s FY 2022-23 Annual Report.

C.11.d.iii (1) ► Mercury Collection and Recycling Implemented throughout the Region
Report on efforts to promote recycling of mercury-containing products and efforts to increase effectiveness of those recycling efforts. Report on the mass of mercury-containing material collected throughout the region along with an estimate of the mass of mercury contained in recycled material using the methodology contained in load reduction accounting system described and cited in the Fact Sheet.

Summary:

Refer to the Countywide Program’s Mercury and PCBs Control Measures Update Report attached to the Countywide Program’s FY 2022-23 Annual Report.

C.11.g ► Fate and Transport Study of Mercury: Urban Runoff Impact on San Francisco Bay Margins
Submit a workplan describing how information needs for the mercury discharge from urban runoff studies will be obtained and describe the studies to be performed with a preliminary schedule. Report on the status of the studies in the FY 22-23 Annual Report.

Summary:

See Countywide Program’s FY 22-23 Annual Report.
414
FY 22-23 Annual Report C.11 – Mercury Controls
City of Belmont
FY 22-23 AR Form 11-3 September 2023
C.11.h ► Implement a Risk Reduction Program
Report on the status of the risk reduction program, including a brief description of actions taken, an estimate of the number of people reached, and why these people are deemed likely to consume Bay fish.

A summary of Program and regional accomplishments for this sub-provision, including a brief description of actions taken, an estimate of the number of people reached, and why these people are deemed likely to consume Bay fish are included in the Countywide Program’s FY 2022-23 Annual Report.
415
FY 22-23 Annual Report C.12 – PCBs Controls
City of Belmont
FY 22-23 AR Form 12-1 September 2023
Section 12 – Provision C.12 PCBs Controls
C.12.a ► Assess PCBs Load Reductions from Stormwater
Submit documentation confirming that all control measures effectuated during the previous Permit term for which load reduction credit was recognized continue to be implemented at an intensity sufficient to maintain the credited load reduction.

Summary:

Refer to the Countywide Program’s Mercury and PCBs Control Measures Update Report attached to the Countywide Program’s FY 2022-23 Annual Report.

C.12.b.iii (1), (2) ► Program for Source Property Identification and Abatement Report progress on the acreage of land areas investigated, including progress toward investigation of 100 percent of old industrial land uses. The reporting shall indicate what action was taken for the parcels investigated (e.g., abatement, referral, enforcement, etc.). Permittees shall submit all supporting data and information including referral reports.

Refer to the Countywide Program’s Mercury and PCBs Control Measures Update Report attached to the Countywide Program’s FY 2022-23 Annual Report.

Report on ongoing O&M activities associated with all past contaminated property referrals. Prior to all new referrals, Permittees shall submit, for staff review and comment, a detailed description of the enhanced O&M plan for the referred properties.

Summary:

Refer to the Countywide Program’s Mercury and PCBs Control Measure Update Report attached to the Countywide Program’s FY 2022-23 Annual Report.

C.12.c ► Program for Control Measure Implementation in Old Industrial Areas Submit an account of control measures and stormwater diversion implementation consistent with the plan submitted in March 2023 and any modifications thereto. Include maps of the areas treated, the acreage of catchments addressed, and a description of all control measures, installed treatment devices and routing facilities for each treated catchment.

Summary:

Refer to the Countywide Program’s Old Industrial Area Control Measure Update Report attached to the Countywide Program’s FY 2022-23 Annual Report.
416
FY 22-23 Annual Report C.12 – PCBs Controls
City of Belmont
FY 22-23 AR Form 12-2 September 2023
C.12.d.iii (1), (2), (3) ► Program for Controlling PCBs from Bridges and Overpasses In the 2022 Annual Report or the Annual Report immediately following availability of the specification, include a description of the Caltrans specification for managing PCBs-containing materials in bridge or roadway expansion joints during roadway replacement or repair.

Summary:

See the Countywide Program’s FY 2022-23 Annual Report for a description of the Caltrans specification.

Submit an inventory of bridges in the program area that includes bridge ownership and the bridge roadway replacement schedule.

The City of Belmont is not responsible for the maintenance of any bridges or overpasses.

Submit documentation confirming the use of the Caltrans specification (once it is available) during all instances of bridge roadway replacement or repair in their jurisdiction during the reporting year and provide an estimate of the volume of material managed and total PCBs mass load reduced resulting from implementation of the specification.

Summary:

The Caltrans specification was not available to be implemented during FY 2022-23.

C.12.e.iii (1), (2), (4) ► Program for Controlling PCBs from Electrical Utilities [Note: Applicable only to municipalities that own electrical utilities] Does your municipality own an electrical utility? If yes, follow the directions below. Yes X No Submit the estimated PCBs loads avoided (along with supporting documentation) resulting from the removal of municipally owned PCBscontaining oil-filled electrical equipment (OFEE) through maintenance programs and system upgrades for the period 2002 to the beginning of this permit term (2023).

Summary:

N/A
Submit a description of the improved spill response and reporting practices implemented by municipally owned electrical utilities. 417
FY 22-23 Annual Report C.12 – PCBs Controls
City of Belmont
FY 22-23 AR Form 12-3 September 2023
Summary:

N/A
Submit a summary of the actions undertaken during the FY 22-23 that remove municipally owned PCBs-containing OFEE along with loads avoided and the details of the calculations and assumptions used to estimate the load reduced.

Summary:

N/A
C.12.g ► Manage PCB-Containing Materials and Wastes During Building Demolition Activities
Permittees seeking exemption from Provision C.12.g requirements based on lack of application structures must submit documentation, such as historic maps or other historic records, that clearly demonstrates that the only structures that existed pre-1980 were single-family residential and/or wood-frame structures.

Did your agency obtain an exemption from Provision C.12.g requirements? Yes X No Discuss enhancements to construction site control programs to minimize migration of PCBs from demolition activities into the MS4.

Summary:

Belmont created a PCB/Demolition Policy and Procedure outlining the new requirements that took effect July 1, 2023, enhancing notification, reporting and construction site control.

Enhancements include:
• Dry season inspection(s) of demolition projects during general demolition. • Additional wet season inspections during general demolition. • Inspection of demolition projects prior to commencement of the general demolition.

Refer to the Countywide Program’s FY 2022-23 Annual Report for enhancements to site control programs.

See the Countywide Program’s FY 22-23 Annual Report for:
• Documentation of the number of applicable structures in each Permittee’s jurisdiction for which a demolition permit was applied for during the reporting year;
• A running list of the applicable structures that applied for a demolition permit since July 1, 2019, the number of samples each structure collected, and the concentration of PCBs in each sample; 418
FY 22-23 Annual Report C.12 – PCBs Controls
City of Belmont
FY 22-23 AR Form 12-4 September 2023
• The project address, the demolition date, and a brief description of the PCBs-containing materials for each applicable structure with a PCBs concentration 50 mg/kg or greater; and
• The address, date building was constructed, and date of demolition for each structure that was constructed or remodeled between the years 1950 and 1980 and requires emergency demolition to protect public health and/or safety.

C.12.i ► Fate and Transport Study of PCBs: Urban Runoff Impact on San Francisco Bay Margins
Submit a workplan describing how information needs for the PCBs discharge from urban runoff studies will be obtained and describe the studies to be performed with a preliminary schedule. Report on the status of the studies in the FY 22-23 Annual Report.

Summary:

See Countywide Program’s FY 22-23 Annual Report.

C.12.j ►Implement a Risk Reduction Program
Report on the status of the risk reduction program, including a brief description of actions taken, an estimate of the number of people reached, and why these people are deemed likely to consume Bay fish.

A summary of Countywide Program and regional accomplishments for this sub-provision, including a brief description of actions taken, an estimate of the number of people reached, and why these people are deemed likely to consume Bay fish are included in the Countywide Program’s FY 2022-23 Annual Report.
419
FY 22-23 Annual Report C.13 – Copper Controls
City of Belmont
FY 22-23 AR Form 13-1 September 2023
Section 13 – Provision C.13 Copper Controls
C.13.a.iii (1), (2), (3) ► Manage Waste Generated from Cleaning and Treating of Copper Architectural Features
[Note: One-time, 2022 Annual Report Requirement] Do you have adequate legal authority to prohibit the discharge of wastewater to storm drains generated from the installation, cleaning, treating, and washing of copper architectural features, including copper roofs? X Yes No
Summary:

Guidance: If adequate legal authority was certified previously in the FY 15-16 Annual Report, include a statement here stating so. Describe updates made to legal authority ordinance, if any.

Legal authority was certified in the FY15-16 Annual Report. [Note: One-time, 2022 Annual Report Requirement] Provide a summary of how copper architectural features are addressed through the issuance of building permits.

Summary:

Guidance: Describe how your municipality is implementing the above requirement.

1. All building permits are reviewed. A standard condition is used for all building permits so the applicant understands the requirements dealing with architectural copper. Handouts are available at the Permit Center.

2. All projects must follow the latest MRP permit requirements (e.g. architectural copper) per Belmont Ordinance- 21-193, Unlawful deposits.

3. The SMCWPPP “Requirements for Architectural Copper” Fact Sheet are handed out to building permit applicants for roof replacement or new buildings.

4. Applicants are required to detail the route of the roof drainage piping from the roof leaders to an approved on-site drainage system, which terminates at a City drainage facility, gutter, or approved location (per Municipal Regional Stormwater Permit requirements, onsite dissipation to vegetated area is preferred).

5. Projects with architectural copper are provided the following project condition:

Projects with architectural copper should, if possible, purchase copper materials that have been pre‐patinated at the factory.

Whether patination is done offsite or onsite, applicant should consider coating the copper materials with an impervious coating that prevents further corrosion and runoff. If patination is done on‐site, implement one or more of the following:
a) Discharge the rinse water to landscaping. Ensure that the rinse water does not flow to the street or storm drain. Block off storm drain inlet if needed.
b) Collect rinse water in a tank and pump to the sanitary sewer. Approval from Silicon Valley Clean Water is required . 420
FY 22-23 Annual Report C.13 – Copper Controls
City of Belmont
FY 22-23 AR Form 13-2 September 2023
c) Collect the rinse water in a tank and haul off‐site for proper disposal.

Provide summaries of permitting and enforcement activities to manage waste generated from cleaning and treating of copper architectural features, including copper roofs, during construction and post-construction.

Summary:

Guidance: Describe how your municipality is implementing the above requirement.

During construction, municipal construction inspectors are responsible for identifying copper architectural features and if appropriate BMPs are implemented. Any issues noted are documented and enforcement actions recorded in the Provision C.6 inspection records.

Post-construction municipal construction inspectors are responsible for responding to, investigating, and identifying illegal discharge of wash water from washing copper architectural features. Any enforcement actions or reported discharges are recorded in the Provision C.5 inspection records. Inspectors are made aware of the concerns with copper architectural features at SMCWPPP Training Workshops and internal municipal trainings.

C.13.b.iii (1), (2), (3) ► Manage Discharges from Pools, Spas, and Fountains that Contain Copper-Based Chemicals
[Note: One-time, 2022 Annual Report Requirement] Do you have adequate legal authority to prohibit the discharge to storm drains of water containing copper-based chemicals from pools, spas, and fountains? X Yes No
Summary:

Legal authority was certified in the FY15-16 Annual Report. [Note: One-time, 2022 Annual Report Requirement] Report how copper-containing discharges from pools, spas, and fountains are addressed to accomplish the prohibition of the discharge.

Summary:

1. The City requires pool, spa, and fountain drainage to be connected to the existing or new sewer lateral. Each property is only allowed one sewer lateral with a building cleanout, property cleanout and sometimes a backflow preventer device.

2. Handouts are provided to applicants on for the OWOW “Maintenance Tips for Pools, Spas, and Fountains” Fact Sheet to educate the public.

3. Responses to discharges from pools through the illicit discharge detection and elimination program.

4. The City responds to calls from residents and staff when pools and spas are being drained into the City storm system. Along with stopping the flow, we educate the owner and fill out an illicit discharge form.

Provide summaries of any enforcement activities related to copper-containing discharges from pools, spas, and fountains. 421
FY 22-23 Annual Report C.13 – Copper Controls
City of Belmont
FY 22-23 AR Form 13-3 September 2023
Summary:

Upon review of our Provision C.5 illicit discharge inspection data we found no enforcement activities related to copper-containing discharges from pools, spas, and fountains.

C.13.c.iii ►Industrial Sources Copper Reduction Results Based upon inspection activities conducted under Provision C.4, highlight copper reduction results achieved among the facilities identified as potential users or sources of copper, facilities inspected, and BMPs addressed.

Summary:

Belmont has no industrial sources of copper.
422
FY 22-23 Annual Report C.15 – Exempted and Conditionally Exempted Discharges City of Belmont
FY 22-23 AR Form 15-1 September 2023
Section 15 – Provision C.15 Exempted and Conditionally Exempted Discharges C.15.b.iii.(3) ► Ongoing Implementation Practices
Annually report on the following ongoing practices:
• Ensuring proper BMPs and SOPs are included in contracts for non-municipal (contracted) staff hired by Permittees to assist with containment and cleanup, and to assist with prevention and mitigation of adverse impacts, of discharges associated with firefighting emergencies; and
• Evaluating the adequacy of large industrial sites’ BMPs and SOPs for the prevention, containment and cleanup of emergency firefighting discharges into storm drains and receiving waters within Permittees’ jurisdictions and cause those BMPs and SOPs to be improved as appropriate.

Summary:

See Countywide Program’s FY 2022-23 Annual Report.

Efforts are underway to address these two tasks in the BAMSC Regional Firefighting Discharges Work Group. Refer to the SMCWPPP FY 22-23 Annual Report for a summary of the Work Group’s two meetings held this FY and progress towards development of the Regional BMP Report. We anticipate fully implementing these tasks with guidance provided in the Regional BMP Report. We are evaluating how to implement these tasks internally and are providing input for the Regional Report through participation in SMCWPPP CII Subcommittee 423
FY 22-23 Annual Report C.15 – Exempted and Conditionally Exempted Discharges City of Belmont
FY 22-23 AR Form 15-2 September 2023
C.15.b.vi.(2) ► Irrigation Water, Landscape Irrigation, and Lawn or Garden Watering
Provide implementation summaries of the required BMPs to promote measures that minimize runoff and pollutant loading from excess irrigation.

Generally the categories are:
• Promote conservation programs
• Promote outreach for less toxic pest control and landscape management • Promote use of drought tolerant and native vegetation • Promote outreach messages to encourage appropriate watering/irrigation practices • Implement Illicit Discharge Enforcement Response Plan for ongoing, large volume landscape irrigation runoff.

Summary:

Water Conservation programs are not conducted throughout the City. However, Belmont’s water purveyor-Mid-Peninsula Water District participated in the City’s Public Works Open House and provided water conservation and drought material at the Earth Day Event Creek Cleanup table to promote water conservation programs. The City also promotes informational material on Our Water, Our World (OWOW) less toxic pest control and landscape management at the City’s Earth Day event as well as year-round OWOW handouts located in the brochure display in the Public Works office Suite 385 and the City Hall lobby brochure stand. The rainwater harvesting and rain barrel rebate program is also promoted at the City’s Public Works Open House event.

For new development projects, the Planning Department has Conditions of Approval that call for the use of drought-tolerant, native and/or locally acclimated plants.

Additionally, the City has a water conservation webpage that promotes conservation efforts. https://www.belmont.gov/departments/community-development/environmental-sustainability/water-conservation Residents can find rebates, sign up for workshops, and find other resources through State, Federal, and non-profit organizations on this webpage. The city also conducts outreach by displaying the Mid-Peninsula water conservation messaging roadway banner, as well as posting about water conservation on social media sites.

Related countywide efforts may be described in the following sections of the SMCWPPP FY 2022/2023 Annual Report: C.3 New Development and Redevelopment, C.7. Public Information and Outreach, C.9. Pesticide Toxicity Control, and C.15 Exempted and Conditionally Exempted Discharges
424
FY 22-23 Annual Report C.17 – Unsheltered Homeless Populations Permittee Name: City of Belmont
FY 22-23 AR Form 17-1 September 2023
Section 17 – Provision C.17 Discharges Associated with Unsheltered Homeless Populations C.17.a.iii.(1) ► Regional Best Management Practice Report (For FY 22-23 Annual Report only) Collectively submit, acceptable to the Executive Officer, a best management practice report as described in Provision C.17.a.i.(2)
Summary:

See the Regional BMP Report submitted by BAMSC on behalf of all MRP Permittees to the Water Board Executive Officer, and included in the Countywide Program’s FY22-23 Annual Report.

C.17.a.iii.(2) ► BMP Implementation and Effectiveness Evaluation (For FY 22-23 and FY 24-25 Annual Reports only) Submit a map identifying the approximate location(s) of unsheltered homeless populations within your jurisdiction, including homeless encampments and other areas where other unsheltered homeless people live.

Summary:

A map showing the count of unsheltered populations by census tracts in relation to storm drain inlets and existing streams, rivers, flood control channels, and other surface water bodies within our jurisdiction is included in Appendix 17-1. The map was developed using the point-in-time survey count data provided by the County of San Mateo Human Services Agency (HSA). Due to privacy and safety concerns, location data is provided at the census tract level for this publicly available report. (For FY 22-23 Annual Report only) Report on the best management practices being implemented and include the effectiveness evaluation reporting required in Provision C.17.a.ii.(3) and additional actions or changes to existing actions that the Permittee will implement to improve existing practices.

Summary:

At the time the 2022 PIT count was conducted, 13 unsheltered individuals were observed within the City of Belmont boundary. However, our police department is aware of supportive housing and other services that can be provided to any unsheltered individuals that they come across within our jurisdiction.
425
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