Agenda packet — Carson City Council, March 17, 2026 (part 6 of 9)

February 11, 2025

Ryan Glenn
Dudek

Re: Calas Park Stormwater and Water Quality Improvements Project, Los Angeles County

To Whom It May Concern:

As requested, a record search of the Native American Heritage Commission (NAHC) Sacred Lands File (SLF) was completed based on information submitted for the above referenced project. The results were negative. Please note that tribes do not always record their sacred sites in the SLF, nor are they required to do so. As such, a SLF search is not a substitute for consultation with all tribes that are traditionally and culturally affiliated with a project’s geographic area.

Attached is a list of Native American tribes who may also have knowledge of cultural resources in the project area. This list should provide a starting place in locating areas of potential adverse impact within the proposed project area. Please contact all of those listed; if they cannot supply information, they may recommend others with specific knowledge. If within two weeks of notification, a response has not been received, the Commission requests that you follow-up with a telephone call or email to ensure that the project information was received.

If you receive notification of a change of address or phone number from a tribe, please notify the NAHC so that we can assure that our lists contain current information.

In addition to engaging in tribal consultation, you should consult the appropriate regional California Historical Research Information System (CHRIS) archaeological Information Center to determine whether it has information regarding the presence of recorded archaeological sites within the project area.

If you have any questions or need additional information, please contact me at [email protected].

Sincerely,

Andrew Green
Cultural Resources Analyst

Attachment

CHAIRPERSON
Reginald Pagaling
Chumash

VICE-CHAIRPERSON
Buffy McQuillen
Yokayo Pomo, Yuki,
Nomlaki

SECRETARY
Sara Dutschke
Miwok

PARLIAMENTARIAN
Wayne Nelson
Luiseño

COMMISSIONER
Isaac Bojorquez
Ohlone-Costanoan

COMMISSIONER
Stanley Rodriguez
Kumeyaay

COMMISSIONER
Laurena Bolden
Serrano

COMMISSIONER
Reid Milanovich
Cahuilla

COMMISSIONER
Bennae Calac
Pauma-Yuima Band of
Luiseño Indians

ACTING EXECUTIVE

SECRETARY
Steven Quinn

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]

Tribe Name Contact Person Contact Address Phone #
Cahuilla Band of Indians Erica Schenk, Chairperson 52701 CA Highway 371
Anza, CA, 92539
(951) 590-0942
Cahuilla Band of Indians Anthony Madrigal, Tribal
Historic Preservation Officer
52701 CA Highway
371
Anza, CA, 92539
(951) 763-5549
Cahuilla Band of Indians BobbyRay Esparza, Cultural
Director
52701 CA Highway
371
Anza, CA, 92539
(951) 763-5549
Gabrieleno Band of
Mission Indians - Kizh
Nation
Andrew Salas, Chairperson P.O. Box 393
Covina, CA, 91723
(844) 390-0787
Gabrieleno Band of
Mission Indians - Kizh
Nation
Christina Swindall Martinez,
Secretary
P.O. Box 393
Covina, CA, 91723
(844) 390-0787
Gabrieleno/Tongva San
Gabriel Band of Mission
Indians
Anthony Morales, Chairperson P.O. Box 693
San Gabriel, CA,
91778
(626) 483-3564
Gabrielino Tongva Indians
of California Tribal Council
Robert Dorame, Chairperson P.O. Box 490
Bellflower, CA, 90707
(562) 761-6417
Gabrielino Tongva Indians
of California Tribal Council
Christina Conley, Cultural
Resource Administrator
P.O. Box 941078
Simi Valley, CA,
93094
(626) 407-8761
Gabrielino/Tongva Nation Sandonne Goad, Chairperson 106 1/2 Judge John Aiso St., #231
Los Angeles, CA,
90012
(951) 807-0479
Native American Heritage Commission
Native American Contact List
Los Angeles County
2/11/2025
02/11/2025 10:13 AM
1 of 4
Native American Heritage Commission
Native American Contact List
Los Angeles County
2/11/2025
Gabrielino-Tongva Tribe Charles Alvarez, Chairperson 23454 Vanowen Street
West Hills, CA, 91307
(310) 403-6048
Gabrielino-Tongva Tribe Sam Dunlap, Cultural
Resource Director
P.O. Box 3919
Seal Beach, CA,
90740
(909) 262-9351
Santa Rosa Band of
Cahuilla Indians
Vanessa Minott, Tribal
Administrator
P.O. Box 391820
Anza, CA, 92539
(951) 659-2700
Santa Rosa Band of
Cahuilla Indians
Steven Estrada, Tribal
Chairman
P.O. Box 391820
Anza, CA, 92539
(951) 659-2700
Soboba Band of Luiseno
Indians
Joseph Ontiveros, Tribal
Historic Preservation Officer
P.O. Box 487
San Jacinto, CA,
92581
(951) 663-5279
Soboba Band of Luiseno
Indians
Jessica Valdez, Cultural
Resource Specialist
P.O. Box 487
San Jacinto, CA,
92581
(951) 663-6261
This list is current only as of the date of this document. Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code, Section 5097.94 of the Public Resources Code and Section 5097.98 of the Public Resources Code.

This list is only applicable for contacting local Native Americans with regard to cultural resources assessment for the proposed Calas Park 02/11/2025 10:13 AM
2 of 4
Email Address Cultural
Affiliatio
n
Last Updated
[email protected] Cahuilla 2/1/2024
[email protected] Cahuilla 6/28/2023
[email protected] Cahuilla 6/28/2023
[email protected] Gabrieleno 8/18/2023
[email protected] Gabrieleno 8/18/2023
[email protected] Gabrieleno 12/4/2023
[email protected] Gabrielino 3/16/2023
[email protected]
u
Gabrielino 3/16/2023
[email protected] Gabrielino 3/28/2023
Native American Heritage Commission
Native American Contact List
Los Angeles County
2/11/2025
02/11/2025 10:13 AM
3 of 4
Native American Heritage Commission
Native American Contact List
Los Angeles County
2/11/2025
[email protected] Gabrielino 5/30/2023
[email protected] Gabrielino 5/30/2023
[email protected] Cahuilla 4/8/2024
[email protected] Cahuilla 4/8/2024
[email protected] Cahuilla
Luiseno
7/14/2023
[email protected] Cahuilla
Luiseno
7/14/2023
This list is current only as of the date of this document. Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code, Section 5097.94 of the Public Resources Code and Section 5097.98 of the Public Resources Code.

This list is only applicable for contacting local Native Americans with regard to cultural resources assessment for the proposed Calas Park 02/11/2025 10:13 AM
4 of 4

Appendix E
Energy Calculations

Construction Energy Project Operation
15 Source Percent Total MTCO2 Diesel Gasoline Source Total MTCO2 Diesel Gasoline 2026 Mobile 7.9 159 720
Off-road 89.2% 164 16,015
Electricity 0.0% 0 Electricity 13.6
Worker 3.6% 7 752 Total 21.5
Vendor 1.9% 3 341
Hauling 5.3% 10 952
Onsite Truck 0.0% 0 0
Total 100.0% 183 17,308 752
18,060
Source Percent Total MTCO2 Diesel Gasoline
2027
Off-road 88.0% 431 42,176
Electricity 0.0% 0
Worker 5.1% 25 2,842
Vendor 1.7% 8 815
Hauling 5.2% 25 2,492
Onsite Truck 0.0% 0 0
Total 100.0% 489 45,483 2,842
48,326
Source Diesel Gasoline
Total (2026+2027)
Off-road 58,192 0
Worker 0 3,594
Vendor 1,156 0
Hauling 3,444 0
Total 62,792 3,594
Total Petroleum 66,386
Gallons
Gallons
Gallons
Gallons
kWh/year
86,585

Appendix F
Confidential Paleontological Resources Record Search

Appendix G
Noise Assessment Data

Field Noise Measurement Data
Record: 2044
Project Name Calas park
Observer(s)
Date 2025-02-20

Meteorological Conditions
Temp (F) 71
Humidity % (R.H.) 50
Wind Light
Wind Speed (MPH) 3
Wind Direction North East
Sky Clear

Instrument and Calibrator Information
Instrument Name List (ENC) Rion NL-52
Instrument Name (ENC) Rion NL-52
Instrument Name Lookup Key (ENC) Rion NL-52
Manufacturer Rion
Model NL-52
Serial Number 553896
Calibrator Name (ENC) LD CAL150

Page 1 ends

Calibrator Name (ENC) LD CAL150
Calibrator Name Lookup Key (ENC) LD CAL150
Calibrator Manufacturer Larson Davis
Calibrator Model LD CAL150
Calibrator Serial # 5152
Pre-Test (dBA SPL) 94.1
Post-Test (dBA SPL) 94
Windscreen Yes
Weighting? A-WTD
Slow/Fast? Slow

Monitoring
Record # 1
Site ID ST2
Site Location Lat/Long 33.827296, -118.257621
Begin (Time) 12:37:00
End (Time) 12:52:00
Leq 54.7
Lmax 75.9
Lmin 47.7
Other Lx? L90, L50, L10
L90 49.1
L50 51.7

Page 2 ends

L10 57.3
Other Lx (Specify Metric) L
Primary Noise Source Traffic
Other Noise Sources (Background) Birds, Distant Aircraft, Distant Conversations / Yelling, Distant Dog Barking, Distant Gardener / Landscape Noise, Rustling Leaves
Is the same instrument and calibrator being
used as previously noted?
Yes
Are the meteorological conditions the same as
previously noted?
Yes

Description / Photos

Site Photos
Photo
Comments / Description Facing west

Page 3 ends

Site Photos
Photo
Comments / Description Facing south

Page 4 ends

Monitoring
Record # 2
Site ID ST3
Site Location Lat/Long 33.826710, -118.257162
Begin (Time) 12:54:00
End (Time) 13:09:00
Leq 52.1
Lmax 65.7
Lmin 46.8
Other Lx? L90, L50, L10
L90 47.6
L50 49.1
L10 54.4
Other Lx (Specify Metric) L
Primary Noise Source Traffic
Other Noise Sources (Background) Birds, Distant Conversations / Yelling, Distant Gardener / Landscape Noise, Rustling Leaves Is the same instrument and calibrator being
used as previously noted?
Yes
Are the meteorological conditions the same as
previously noted?
Yes

Page 5 ends

Description / Photos

Site Photos
Photo
Comments / Description Facing north

Site Photos
Photo

Page 6 ends

Comments / Description Facing south

Site Photos
Photo
Comments / Description Facing east

Monitoring
Record # 3
Site ID ST1
Site Location Lat/Long 33.827917, -118.255908
Begin (Time) 13:12:00
End (Time) 13:27:00
Leq 59.6
Lmax 74.7

Page 7 ends

Lmin 47.4
Other Lx? L90, L50, L10
L90 48.5
L50 51.7
L10 62.3
Other Lx (Specify Metric) L
Primary Noise Source Traffic
Other Noise Sources (Background) Birds, Distant Aircraft, Distant Gardener / Landscape Noise Is the same instrument and calibrator being
used as previously noted?
Yes
Are the meteorological conditions the same as
previously noted?
Yes

Source Info and Traffic Counts
Number of Lanes 2
Lane Width (feet) 10
Roadway Width (feet) 20
Roadway Width (m) 6.1
Distance to Roadway (feet) 10
Distance to Roadway (m) 3
Distance Measured to Centerline or Edge of
Pavement?
Centerline
Estimated Vehicle Speed (MPH) 0

Page 8 ends

Traffic Counts
Vehicle Count Summary A 11, MT 0, HT 0, B 0, MC 0
Counting Both Directions? Yes
Count Duration (minutes) 0
Vehicle Count Tally
Select Method for Vehicle Counts Enter Manually
Number of Vehicles - Autos 11
Number of Vehicles - Medium Trucks 0
Number of Vehicles - Heavy Trucks 0
Number of Vehicles - Buses 0
Number of Vehicles - Motorcyles 0

Description / Photos

Site Photos
Photo

Page 9 ends

Comments / Description Facing east

Site Photos
Photo
Comments / Description Facing west

Site Photos
Photo

Page 10 ends

Comments / Description Facing south

Page 11 ends

Carson Calas Park
Acoustical Analysis Report
Attachment B -- Construction Noise Prediciton Model Worksheets To User: bordered cells are inputs, unbordered cells have formulae 75 allowable hours over which Leq is to be averaged = 8 = temporary barrier (TB) of input height inserted between source and receptor Construction Activity Equipment Total
Equipment Qty
AUF % (from

0.0314663 allowable hours over which Leq is to be averaged = 8 = temporary barrier (TB) of input height inserted between source and receptor Construction Activity Equipment Total
Equipment Qty
AUF % (from

FHWA RCNM)
Reference
Lmax @ 50 ft.
from FHWA
RCNM
Client Equipment Description, Data
Source and/or Notes
Source to NSR
Distance (ft.)
Temporary Barrier
Insertion Loss (dB)
Additional Noise
Reduction
Distance-
Adjusted Lmax
Allowable
Operation Time
(hours)
Allowable
Operation Time
(minutes)
Predicted 8-
hour Leq
Source
Elevation (ft)
Receiver
Elevation (ft)
Barrier
Height (ft)
Source to
Barr. ("A")
Horiz. (ft)
Rcvr. to Barr.
("B") Horiz.
(ft)
Source to
Rcvr. ("C")
Horiz. (ft)
"A" (ft) "B" (ft) "C" (ft) Path Length
Diff. "P" (ft) Abarr (dB) Heff (with
barrier)
Heff (wout
barrier)
G (with
barrier)
G (without
barrier) ILbarr (dB)
Demolition dozer 1 40 82 50 0.1 81.9 1 60 69 5 5 45 5 50 45.3 7.1 50.0 0.00 0.1 5.0 5.0 0.7 0.7 0.1 Front End Loader 1 40 79 50 0.1 78.9 1 60 66 5 5 45 5 50 45.3 7.1 50.0 0.00 0.1 5.0 5.0 0.7 0.7 0.1 Jackhammer 1 20 85 50 0.1 84.9 1 60 69 5 5 45 5 50 45.3 7.1 50.0 0.00 0.1 5.0 5.0 0.7 0.7 0.1 Total for Demolition Phase: 72.9
Site Preparation dozer 1 40 82 50 12.7 69.3 1 60 56 5 5 8 45 5 50 45.1 5.8 50.0 0.93 12.7 13.0 5.0 0.5 0.7 12.7 Grader 1 40 85 50 12.7 72.3 1 60 59 5 5 8 45 5 50 45.1 5.8 50.0 0.93 12.7 13.0 5.0 0.5 0.7 12.7 backhoe 1 40 78 50 12.7 65.3 1 60 52 5 5 8 45 5 50 45.1 5.8 50.0 0.93 12.7 13.0 5.0 0.5 0.7 12.7 Total for Site Preparation Phase: 61.6
Underground Stromwater Storage system excavation dozer 1 40 82 150 0.1 69.0 4 240 62 5 5 5 145 150 7.1 145.1 150.0 0.00 0.1 5.0 5.0 0.7 0.7 0.1 front end loader 1 40 79 150 0.1 66.0 4 240 59 5 5 5 145 150 7.1 145.1 150.0 0.00 0.1 5.0 5.0 0.7 0.7 0.1 backhoe 1 40 78 150 0.1 65.0 4 240 58 5 5 5 145 150 7.1 145.1 150.0 0.00 0.1 5.0 5.0 0.7 0.7 0.1 Total for Underground Stromwater Storage system excavation Phase: 64.8 Underground stormwater storage system construction crane 1 16 81 150 0.1 68.0 4 240 57 5 5 5 145 150 7.1 145.1 150.0 0.00 0.1 5.0 5.0 0.7 0.7 0.1 dozer 1 40 82 150 0.1 69.0 4 240 62 5 5 5 145 150 7.1 145.1 150.0 0.00 0.1 5.0 5.0 0.7 0.7 0.1 front end loader 1 40 79 150 0.1 66.0 4 240 59 5 5 5 145 150 7.1 145.1 150.0 0.00 0.1 5.0 5.0 0.7 0.7 0.1 Total for Underground stormwater storage system construction Phase: 64.6 Storm drain diversion and pretreatment crane 1 16 81 50 12.7 68.3 2 120 54 5 5 8 45 5 50 45.1 5.8 50.0 0.93 12.7 13.0 5.0 0.5 0.7 12.7 excavator 1 40 81 50 12.7 68.3 2 120 58 5 5 8 45 5 50 45.1 5.8 50.0 0.93 12.7 13.0 5.0 0.5 0.7 12.7 front end loader 1 40 79 50 12.7 66.3 2 120 56 5 5 8 45 5 50 45.1 5.8 50.0 0.93 12.7 13.0 5.0 0.5 0.7 12.7 Total for Storm drain diversion and pretreatment Phase: 61.3 Outlet Line dozer 1 40 82 50 12.7 69.3 2 120 59 5 5 8 45 5 50 45.1 5.8 50.0 0.93 12.7 13.0 5.0 0.5 0.7 12.7 noise level limit for construction phase at residential land use, per City of Carson = RCNM-emulator-with-barrier_Clean Dudek Project No. 17283 Nearest Receiver Carson Calas Park
Acoustical Analysis Report
Attachment B -- Construction Noise Prediciton Model Worksheets Equipment Description Impact
Device?
Acoustical
Use Factor
(%)
Lesser of or
available
Lmax
Spec. 721
Lmax
Measured
Lmax @50ft
(dBA, slow)
All Other Equipment > 5 HP No 50 85 85 -- N/A --
Auger Drill Rig No 20 84 85 84
Backhoe No 40 78 80 78
Bar Bender No 20 80 80 -- N/A --
Blasting Yes -- N/A -- 94 94 -- N/A --
Boring Jack Power Unit No 50 80 80 83
Chain Saw No 20 84 85 84
Clam Shovel (dropping) Yes 20 87 93 87
Compactor (ground) No 20 80 80 83
Compressor (air) No 40 78 80 78
Concrete Batch Plant No 15 83 83 -- N/A --
Concrete Mixer Truck No 40 79 85 79
Concrete Pump Truck No 20 81 82 81
Concrete Saw No 20 90 90 90
Crane No 16 81 85 81
Dozer No 40 82 85 82
Drill Rig Truck No 20 79 84 79
Drum Mixer No 50 80 80 80
Dump Truck No 40 76 84 76
Excavator No 40 81 85 81
Flat Bed Truck No 40 74 84 74
Front End Loader No 40 79 80 79
Generator No 50 72 72 81
Generator (<25KVA, VMS signs) No 50 70 70 73
Gradall No 40 83 85 83
Grader No 40 85 85 -- N/A --
Grapple (on backhoe) No 40 85 85 87
Horizontal Boring Hydr. Jack No 25 80 80 82
Hydra Break Ram Yes 10 90 90 -- N/A --
Impact Pile Driver Yes 20 95 95 101
Jackhammer Yes 20 85 85 89
Man Lift No 20 75 85 75
Mounted Impact Hammer (hoe ram) Yes 20 90 90 90
Pavement Scarafier No 20 85 85 90
Paver No 50 77 85 77
Pickup Truck No 40 55 55 75
Pneumatic Tools No 50 85 85 85
Pumps No 50 77 77 81
Refrigerator Unit No 100 73 82 73
Rivit Buster/chipping gun Yes 20 79 85 79
Rock Drill No 20 81 85 81
Roller No 20 80 85 80
Sand Blasting (Single Nozzle) No 20 85 85 96
Scraper No 40 84 85 84
Shears (on backhoe) No 40 85 85 96
Slurry Plant No 100 78 78 78
Slurry Trenching Machine No 50 80 82 80
Soil Mix Drill Rig No 50 80 80 -- N/A --
Tractor No 40 84 84 -- N/A --
Vacuum Excavator (Vac-truck) No 40 85 85 85
Vacuum Street Sweeper No 10 80 80 82
Ventilation Fan No 100 79 85 79
Vibrating Hopper No 50 85 85 87
Vibratory Concrete Mixer No 20 80 80 80
Vibratory Pile Driver No 20 95 95 101
Warning Horn No 5 83 85 83
Welder / Torch No 40 73 73 74
RCNM-emulator-with-barrier_Clean Dudek Project No. 17283 RCNM_UG_Table1_data Carson Calas Park
Acoustical Analysis Report
Attachment B -- Construction Noise Prediciton Model Worksheets Sourceelev 5.0 Ahoriz 24.0 A 25.0
Receiverelev 10.0 Bhoriz 38.0 B 38.1
C 62.2 Choriz 62.0
P 0.85
Barrierelev 12
Abarr 12.3
Sources: Transit Noise & Vibration Impact Assessment (FTA 2006) The above calculations, refering to inputs from the figure at right, helps a user estimate what barrier attenuation (Abarr) to expect (i.e., up to 15 per formula to right) based upon source height (above grade), barrier height, and receiver height, and the horizontal distances between the source and receiver to the barrier. The FTA-based formula in the worksheets use these path length (P) and Abarr values to determine the barrier's insertion loss.

RCNM-emulator-with-barrier_Clean Dudek Project No. 17283 barr_height_guide Carson Calas Park
Acoustical Analysis Report
Attachment B -- Construction Noise Prediciton Model Worksheets 11/26/21, MCS:
the calculations herein assume the "In General" calculation of Heff per Figure 6-5, which then allows a calculation of "G" with and without barrier.

RCNM-emulator-with-barrier_Clean Dudek Project No. 17283 barr_height_guide Authority cited: Sections 21083, Public Resources Code.

Reference Section 21000-21174, Public Resources Code.

Notice of Determination Appendix D
To: From:

Office of Planning and Research Public Agency:

U.S. Mail: Street Address: Address:

P.O. Box 3044 1400 Tenth St., Rm 113
Sacramento, CA 95812-3044 Sacramento, CA 95814 Contact:

Phone:

County Clerk
County of: Lead Agency (if different from above):

Address:

Contact:

Phone:

SUBJECT: Filing of Notice of Determination in compliance with Section 21108 or 21152 of the Public Resources Code .

State Clearinghouse Number (if submitted to State Clearinghouse):

Project Title:

Project Applicant:
(Name and Address)
Project Applicant Contact:
(Name/Title)

(Phone) (Email)
Project Location (include county):

Project Description:

This is to advise that the has approved the above
( Lead Agency or Responsible Agency)
described project on and has made the following determinations regarding the above (date)
described project.

1. The project [ will will not] have a significant effect on the environment.

2. An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA.

A Negative Declaration was prepared for this project pursuant to the provisions of CEQA.

3. Mitigation measures [ were were not] made a condition of the approval of the project.

4. A mitigation reporting or monitoring plan [ was was not] adopted for this project.

5. A statement of Overriding Considerations [ was was not] adopted for this project.

6. Findings [ were were not] made pursuant to the provisions of CEQA.

This is to certify that the final EIR with comments and responses and record of project approval, or the negative Declaration, is available to the General Public at:

Signature (Public Agency): Title:

Date: Date Received for filing at OPR:

Page 1 of 15 ends

AGREEMENT No. ___________
LACFCD Project No. 9803 Bonita Street
Concrete Conduit
(BI-9803 Unit 1 Line B) &
LACRD Project No. CI 2262-M Joel St.

Et. Al Improvements
AIN: 7332-004-900 & 7332-004-905
SUPERVISORY DISTRICT #

USE AND MAINTENANCE AGREEMENT

This USE AND MAINTENANCE AGREEMENT (hereinafter referred to as AGREEMENT), is made and entered by and between the Los Angeles County Flood Control District, a body corporate and politic (hereinafter referred to as DISTRICT), and the City of Carson, a municipal corporation (hereinafter referred to as OWNER).

DISTRICT and OWNER are collectively referred to as PARTIES.

RECITALS

WHEREAS, OWNER proposes to construct the Calas Park Stormwater Capture Project (hereinafter referred to as PROJECT); to treat and recharge incoming stormwater and urban runoff to enhance water quality and provide public recreational amenities;

WHEREAS, DISTRICT owns and operates storm drain(s) known as Project No. 9803 Unit 1 Line B and Joel Street Et Al Project No, C.I. 2262-M and associated right of way, hereinafter collectively referred to as DISTRICT FACILITIES;

WHEREAS, the following portions of the PROJECT (hereinafter referred to as IMPROVEMENTS), depicted in Exhibit A, are proposed to be located within DISTRICT FACILITIES:
• Diversion structure located within the LACFCD Bonita Street Concrete Conduit (BI 9803) Unit 1 Line B located at STA 43+78.35 • Diversion structure located at LACRD Project No. C.I. 2262-M Joel Street Et.

Al Improvements at STA 19+93.90
• Diversion structure located at LACRD Project No. C.I. 2262-M Joel Street Et.

Al Improvements at on the 24” RCP outflow pipe at STA 7+62.55 WHEREAS, the DISTRICT will issue permit number FCDP2023000228, (hereinafter referred to as PERMIT), upon execution of this AGREEMENT to the OWNER for construction of the IMPROVEMENTS;

Page 2 of 15 ends

NOW, THEREFORE, in consideration of the foregoing recitals, the mutual agreements contained herein, and for other good and valuable consideration, the receipt of which is hereby acknowledged, the PARTIES agree as follows:

SECTION 1: Authorized Use

1.1. The OWNER is authorized and permitted to use the DISTRICT FACILITIES for the construction, operation, maintenance, and repair of the IMPROVEMENTS in accordance with the terms and conditions of this AGREEMENT and PERMIT. Any other use of the DISTRICT FACILITIES or any portion thereof by the OWNER is expressly prohibited.

1.2. The OWNER is authorized and permitted to take access through the DISTRICT FACILITIES and associated DISTRICT property in accordance with and as depicted in Exhibit B, for the purpose of construction and maintenance of the IMPROVEMENTS.

1.3. The OWNER's use of the DISTRICT FACILITIES in connection with the PROJECT shall be nonexclusive and shall be subordinate to the uses of the DISTRICT FACILITIES by the DISTRICT, and the OWNER's use of the DISTRICT FACILITIES shall at no time interfere with the DISTRICTʹs use of the DISTRICT FACILITIES or the DISTRICTʹs use of its adjacent property.

1.4. This AGREEMENT is valid only to the extent of the DISTRICTʹs jurisdiction.

The OWNER shall be responsible for obtaining authorization from other affected persons or agencies with property rights over the PROJECT area, and the consent of the underlying fee owner(s), as necessary.

SECTION 2: Construction and Implementation of PROJECT

2.1. The OWNER understands and acknowledges that it is required to comply with the California Environmental Quality Act (hereinafter referred to as CEQA) prior to implementing the PROJECT and that the OWNER shall be the lead agency with respect to any and all CEQA compliance related to the PROJECT. In addition to its other indemnification obligations as specified below, the OWNER hereby agrees to indemnify, defend, and hold harmless the DISTRICT and their elected and appointed officers, employees, and agents from and against any and all claims and/or actions related to the PROJECT that may be asserted by a third party or public agency alleging violations of CEQA or the CEQA Guidelines.

Page 3 of 15 ends

2.2 The OWNER is responsible for obtaining and complying with any permits or approvals required by agencies ( federal, state and local) with regulatory jurisdiction over the construction and maintenance of the PROJECT and for all costs associated with obtaining and complying with the requirements and conditions of such permits or approvals including, by way of example, permit fees and compensatory mitigation expenses. The DISTRICT shall not be responsible for any costs associated with the construction of the PROJECT.

In addition to its other indemnification obligations in Section 7 below, the OWNER hereby agrees to indemnify, defend, and hold harmless the DISTRICT and their elected and appointed officers, employees, and agents from and against all claims and/or actions related to the PROJECT that may be asserted by a public agency or third- party alleging violations of federal, state, or local laws, rules or regulations.

2.3. Upon completion of the construction of the PROJECT, the OWNER shall provide to the DISTRICT a complete set of the as -built plans for the PROJECT in an electronic format as specified by the DISTRICT. In addition, the OWNER shall provide geographic information system (hereinafter referred to as GIS) shapefiles for all maps depicting the PROJECT.

SECTION 3: Operation and Maintenance of IMPROVEMENTS

3.1. The OWNER shall prepare an operation and maintenance manual (hereinafter referred to as O&M MANUAL) describing the operation, maintenance, and inspection practices, all permits required by federal, state or local regulatory agencies, and procedures and standards for the PROJECT components located on property of the DISTRICT, including maintenance schedules, identification of any specialty maintenance service providers, equipment usage, and a maintenance log sheet.

3.1.1. The OWNER shall not commence any work authorized by this permit until it has submitted a draft of the O&M MANUAL to the DISTRICT and the DISTRICT has approved the draft.

3.1.2. The DISTRICT shall provide the OWNER with comments on the draft O&M MANUAL within a reasonable timeframe of submittal.

3.1.3. The OWNER shall incorporate any and all reasonable comments submitted by the DISTRICT and shall deliver a final version of the O&M MANUAL to the DISTRICT prior to completion of work
authorized by this permit. If the PARTIES cannot agree as to whether the DISTRICTʹs comments shall be incorporated, the

Page 4 of 15 ends

PARTIES shall meet and confer in good faith to resolve such disagreement.

3.1.4. The work authorized by this permit shall not be deemed complete until the OWNER has delivered the final version of the O&M MANUAL to the DISTRICT as described above.

3.2. Discharges from the PROJECT shall comply with the following:

3.2.1 The OWNER shall not discharge any non- stormwater from the PROJECT to the DISTRICT FACILITIES or to any other storm drain owned or operated by the DISTRICT unless authorized by a permit to do so from the State Water Resources Control Board, the Los Angeles Regional Water Quality Control Board (Regional Board), or express written permission from the Executive Officer of the Regional Board. The OWNER shall provide a copy of any such permit or express written permission to the DISTRICT prior to discharging any non-stormwater from the PROJECT to the DISTRICT FACILITIES or to any other storm drains owned or operated by the DISTRICT.

3.2.2 The DISTRICT shall establish notification and monitoring requirements for discharges from the PROJECT to the DISTRICT FACILITIES or to any other storm drains owned or operated by the DISTRICT and shall notify OWNER of these requirements in writing not later than the date DISTRICT provides the OWNER with comments on the draft O&M MANUAL and the OWNER shall comply with the requirements described in the written notice from the DISTRICT.

3.2.3. The DISTRICT may periodically update or revise the notification and monitoring requirements described in subsection 3.2.2 as the DISTRICT deems necessary to address changes in its MS4 Permit or other regulatory requirements or its operational requirements.

The DISTRICT shall provide written notice to the OWNER of any updated or revised requirements and the OWNER shall comply with the updated or revised requirements immediately upon receipt of the written notice from the DISTRICT.

3.3. The OWNER shall, upon completion of construction, be responsible for the operation, maintenance, and repair of the IMPROVEMENTS in accordance with the terms and conditions of this AGREEMENT and the provisions of the O&M MANUAL.

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3.4. The DISTRICT shall not be responsible for any costs associated with the operation and maintenance of the IMPROVEMENTS, including but not limited to, any costs related to repairs and/or replacement of components and obtaining, complying with and renewing as necessary all permits and approvals required by federal, state or local regulatory agencies.

3.5. The OWNER shall operate and maintain the IMPROVEMENTS in a safe, clean, and orderly condition, and in compliance with the O&M MANUAL and all applicable federal and state laws, rules and regulations, local ordinances (including the Los Angeles County Flood Control District Code) and applicable regulatory permits.

3.6. The OWNER shall be responsible to inspect the IMPROVEMENTS and clear any obstructions, sediment, or debris that may interfere with the proper functioning of the DISTRICT FACILITIES, including upstream and downstream of all connections to the DISTRICT FACILITIES. The limits of the OWNER's responsibility under this subsection shall be up to 100 feet for open channels and up to 50 feet for covered storm drains, from ends of connections in both directions as directed by the DISTRICT, at the DISTRICT’s sole discretion. The OWNER shall take appropriate measures to make sure sediment does not enter the DISTRICT FACILITIES from the PROJECT.

3.6.1 The OWNER shall be responsible to address any Pe ople Experiencing Homelessness Encampments located within the portion of DISTRICT FACILITIES occupied by the IMPROVEMENTS that may interfere with the proper functioning of the DISTRICT FACILITIES, including up to 100 feet upstream and downstream of the IMPROVEMENTS for open channels and up to 50 feet upstream and downstream of the IMPROVEMENTS for covered storm drains, in a manner consistent with the policies of the DISTRICT, at OWNER’s cost.

3.7. The OWNER shall provide the DISTRICT with 24-hour contact information for person(s) responsible for the operation and maintenance activities related to the IMPROVEMENTS. The DISTRICT shall provide the OWNER with 24-hour contact information for person(s) responsible for maintaining the DISTRICT FACILITIES.

3.8. The OWNER shall coordinate and communicate with the DISTRICT in regard to operation, maintenance, and repair activities related to the IMPROVEMENTS.

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3.8.1. The OWNER shall notify the DISTRICT a minimum of thirty (30) days in advance of any major (non- routine) proposed
maintenance activities related to the IMPROVEMENTS;
provided, however, that in the event the OWNER becomes aware of the need to perform any such maintenance activities less than thirty (30) days from the date it proposes to perform said activities, it shall notify the DISTRICT immediately upon determining to perform the activities.

3.8.2. The OWNER shall notify the DISTRICT a minimum of forty-eight (48) hours in advance of accessing the DISTRICT FACILITIES to perform any routine maintenance activities related to the IMPROVEMENTS including trash removal, routine cleaning, and minor repairs.

3.8.3. The OWNER shall provide the DISTRICT with an annual summary report of its operations and maintenance of the IMPROVEMENTS and status of all related regulatory permits.

The contents of the summary report shall include at a minimum the following information:

a. Name of PROJECT;
b. Location description;
c. Project contact information;
d. Description of the PROJECT and its function and direct impact to the DISTRICT FACILITIES and/or other
DISTRICT right of way;
e. Summary of operations within the reporting year, from July 1st
to June 30th of the following year, type of activities
(i.e. routine, non- routine, and emergency), date and time of activities, and description of work performed;
f. Summary of major repairs completed, including but not limited to, type of repairs, location of repairs, pre- and post-repair photographs, date and time of repairs;
g. Summary of public inquiries and complaints related to the PROJECT and the OWNER'S response;
h. Summary of volume captured or discharged from
PROJECT;
i. Status of any regulatory permits affecting the operation or maintenance of the IMPROVEMENTS;
j. Status of any specialty contractor agreements required for ongoing maintenance and repairs of the
IMPROVEMENTS;

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3.8.4. The annual summary report shall be mailed to the following address by July 30th each year:

Attention: Senior Civil Engineer
Los Angeles County Flood Control District
Los Angeles County Public Works
Stormwater Maintenance Division, Annex Building 2nd Floor Staff Support Section
900 South Fremont Avenue
Alhambra, CA 91803-1331

3.9. The DISTRICT shall coordinate and communicate with the OWNER regarding any maintenance activities by the DISTRICT related to the DISTRICT FACILITIES that may impact the IMPROVEMENTS.

3.10. If the OWNER fails to perform any maintenance activities as provided for in this AGREEMENT in a timely manner, the DISTRICT reserves the right to remedy any such maintenance deficiency that the DISTRICT determines impairs the functioning of the DISTRICT FACILITIES or the DISTRICTʹs flood protection activities. However, prior to taking any action to remedy any such maintenance deficiency, the DISTRICT shall provide written notice to the OWNER of the deficiency. If the OWNER fails to correct the deficiency within thirty -five (35) days from the date of the notice or such longer period as the DISTRICT, in its sole discretion may agree to, the DISTRICT shall thereafter be entitled to correct the deficiency.

Notwithstanding the foregoing, if the DISTRICT determines that immediate remedial action is required to prevent or mitigate a dangerous condition, the DISTRICT shall be entitled to implement the remedial action(s) after giving the OWNER as much notice as the DISTRICT determines is feasible under the circumstances. If the DISTRICT takes any remedial action pursuant to this Section, it shall prepare and send to the OWNER an invoice for all work undertaken by the DISTRICT to remedy any maintenance deficiency, and the OWNER shall, within thirty (30) days from the receipt of the invoice, reimburse the DISTRICT for all costs and expenses reasonably incurred by the DISTRICT to remedy said deficiency.

3.11. The OWNER shall be responsible for all community relations related to the PROJECT, including responding to public inquiries, complaints, etc. The DISTRICT shall forward to the OWNER any community relations, public inquiries, complaints, etc., related to the PROJECT.

SECTION 4: Term

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4.1. The term of this AGREEMENT shall be for fifty (50) years (Initial Term), subject to the DISTRICT's right to terminate the OWNER'S use as provided for in Section 5 in this AGREEMENT.

4.2. This AGREEMENT shall expire at the end of the Initial Term provided; however, the Chief Engineer of the DISTRICT or his designee may extend the term of this AGREEMENT, beyond the Initial Term, up to ten (10) years, subject to such terms and conditions as they deem appropriate, upon receipt of a written request from the OWNER, no earlier than twelve (12) months or later than six (6) months prior to the end of the Initial Term.

SECTION 5: Termination of AGREEMENT

5.1. The DISTRICT shall have the right to terminate this AGREEMENT by giving the OWNER at least one hundred twenty (120) days prior written notice, under the following conditions:

5.1.1. The DISTRICT proposes a project for flood control, water conservation and/or any other use or purpose authorized by the Los Angeles County Flood Control Act; and

5.1.2. The DISTRICT determines, in good faith, that the IMPROVEMENTS or any portion thereof, would be substantially incompatible with the DISTRICTʹs proposed project; and

5.1.3. The DISTRICT has notified the OWNER of the basis for the DISTRICTʹS determination that a substantial incompatibility will exist and has provided the OWNER with a reasonable opportunity to propose modifications to the IMPROVEMENTS that will eliminate the incompatibility; and

5.1.4. After consideration of any such modifications proposed by the OWNER, the DISTRICT, in its sole but reasonable discretion, determines not to incorporate any such modifications or determines that, notwithstanding any such modifications, a substantially incompatibility would still exist.

5.2. The DISTRICT shall have the right to terminate this AGREEMENT in the event the OWNER breaches any term or condition of this AGREEMENT and fails to cure such breach or breaches within a reasonable amount of time up to a maximum of one hundred twenty (120) days from the date the DISTRICT provides written notice of said breach or breaches to the OWNER. Upon receipt of a written notice of breach, the OWNER shall, within thirty (30) days of the date of the written notice, send the DISTRICT

Page 9 of 15 ends

a written response describing the corrective measures that the OWNER proposes to implement. The PARTIES shall thereafter promptly meet and confer, in good faith, to reach agreement on the corrective measures. The OWNER shall not implement any corrective measure until it has been approved and agreed upon by the DISTRICT.

5.3. The DISTRICT shall have the right to terminate this AGREEMENT if construction of the PROJECT has not been completed within five (5) years from the date this AGREEMENT is fully executed.

5.4. The DISTRICT shall have the right to suspend or terminate this AGREEMENT in the DISTRICTʹs sole discretion, in the event the DISTRICT determines, in good faith, that it is necessary for the DISTRICT to enter and take exclusive possession of the DISTRICT FA CILITIES or any portion thereof, in order to respond to an emergency as defined in Public Contract Code Section 1102.

5.5. The OWNER shall have the right to terminate this AGREEMENT for any reason, by giving the DISTRICT at least sixty (60) days prior written notice, subject to the OWNER's obligation to remove the IMPROVEMENTS described in Section 6, below.

SECTION 6: Removal of IMPROVEMENTS and Restoration of the DISTRICT

FACILITIES

6.1. Upon termination of this AGREEMENT, the DISTRICT may, in its sole discretion, provide a written notice to the OWNER to remove all or any portion of the IMPROVEMENTS, and to restore the DISTRICT FACILITIES to a condition similar to or better than that which existed on the effective date of this AGREEMENT (including sealing off all connections between PROJECT and DISTRICT FACILITIES). If the DISTRICT provides such notice, the OWNER shall comply with said notice within a reasonable time, but in no event exceeding one hundred eighty (180) days from the date of the notice or such longer period as the DISTRICT may in its sole discretion agree to.

6.2. Prior to commencing the removal of any IMPROVEMENTS within the DISTRICT FACILITIES, the OWNER shall apply for and obtain a permit for the removal activities from the County of Los Angeles Public Works, Land Development Division, Permits and Subdivisions Section, and shall also apply for and obtain any and all other necessary local, state, and f ederal permits applicable to the removal of the IMPROVEMENTS.

Page 10 of 15 ends

6.3. If the OWNER fails to comply with the DISTRICTʹs notice referred to in subsection 6.1, the DISTRICT may, in its sole discretion, remove any or all IMPROVEMENTS referenced in the DISTRICTʹs notice to the OWNER.

6.4. If the DISTRICT removes any IMPROVEMENTS pursuant to subsection

6.3, the DISTRICT shall submit a billing invoice to the OWNER indicating the costs and expenses reasonably incurred by the DISTRICT in connection with the removal of the IMPROVEMENTS and the OWNER shall reimburse the DISTRICT all such costs and expenses within thirty (30) days of the OWNERʹs receipt of a billing invoice from the DISTRICT.

SECTION 7: Miscellaneous Provisions

7.1. Damage to DISTRICT FACILITIES or PROJECT

7.1.1. If any components of the PROJECT are damaged by any negligent act or omission of the DISTRICT, the DISTRICT shall repair and replace those components within a reasonable time frame after discovery or notice thereof. The DISTRICT shall be responsible for all costs related to these repairs and/or replacements.

7.1.2. If any components of the DISTRICT FACILITIES are damaged by any negligent act or omission of the OWNER (including its consultants and contractors), the OWNER shall repair and replace those components within a reasonable time frame after discovery or notice thereof. The OWNER shall be responsible for all costs related to these repairs and/or replacements.

7.2. The DISTRICT shall not be responsible for the expense of any relocation, alteration, or modification of the PROJECT, or any portion thereof.

7.3. Indemnification, Release, and Insurance.

7.3.1. The OWNER shall indemnify, defend, and hold harmless the DISTRICT, the County of Los Angeles, and their respective officers and employees from and against any claims, demands, liability, damages, costs and expenses, including without limitation, reasonable attorney fees and costs of litigation, arising out of or in any way connected to the construction, operation, maintenance, repair, modification, or removal of the PROJECT, or any portion thereof, except to the extent caused by the negligence or wil lful misconduct of the DISTRICT, the County of Los Angeles, or their respective officers, employees or contractors.

Page 11 of 15 ends

7.3.2. The DISTRICT shall indemnify, defend, and hold harmless the OWNER and its respective officers and employees from and against any claims, demands, liability, damages, costs and expenses, including without limitation, reasonable attorney fees and costs of litigation, arising out of or in any way connected to operation and maintenance of the DISTRICT FACILITIES exclusive of the IMPROVEMENTS, or any portion thereof, except to the extent caused by the negligence or willful misconduct of the OWNER or its respective officers, employees or contractors.

7.3.3. The OWNER releases the DISTRICT and waives all rights to damages for any loss, costs, or expenses the OWNER may sustain as a result of any damage to, or destruction of, the PROJECT, or any portion thereof, attributable to flood or stormwaters, or any other runoff tributary to the DISTRICT FACILITIES, except to the extent such damages are caused by the negligence or willful misconduct of the DISTRICT or its officers, employees or contractors.

7.3.4. Without limiting the OWNER's indemnification of the DISTRICT, the OWNER shall procure and/or maintain, in full force and effect during the term of this AGREEMENT, insurance policies or a program of self-insurance providing for the following coverage related to the IMPROVEMENTS:

7.3.4.1. Commercial general liability and property damage coverage with a combined single limit liability in the amount of not less than two million dollars ($2,000,000) per occurrence.

7.3.4.2. Worker's Compensation coverage in such amount as will fully comply with the laws of the State of California and which shall indemnify, insure, and provide legal defense for both the DISTRICT and the OWNER against any loss, claim, or
damage arising from any injuries or occupational diseases occurring to any worker employed by, or any person
retained by, the OWNER in the course of carrying out the work or services contemplated in this AGREEMENT.

7.3.4.3. Automobile Liability Insurance: the OWNER shall procure such policy with coverage of not less than one million dollars ($1,000,000) per accident.

7.3.4.4. The County of Los Angeles and Los Angeles County Flood Control District, its governing board, officers, agents,

Page 12 of 15 ends

contractors, and employees shall be named as
Additional Insureds on all policies of liability insurance. The OWNER shall furnish to the DISTRICT a Policy of Insurance evidencing the OWNER's insurance coverage no later than ten (10) working days after execution of the AGREEMENT.

Upon renewal of said policy, the OWNER shall furnish to the DISTRICT a Certificate evidencing the OWNER's continued insurance coverage as required herein.

7.3.4.5. Should the OWNER elect to comply with this section through a program of self -insurance, OWNER shall provide a
Certificate of Self-Insurance to DISTRICT indicating limits of such self -insurance coverage that meet or exceed those stated herein.

7.4. Relationship of Parties. The Parties are and shall remain at all times as to each other wholly independent entities. No Party to this AGREEMENT shall have power to incur any debt, obligation, or liability on behalf of another Party unless expressly provided to the contrary by this AGREEMENT. No employee, agent, or officer of a Party shall be deemed for any purpose whatsoever to be an agent, employee or officer of another Party.

7.5. Binding Effect. This AGREEMENT shall be binding upon, and shall be to the benefit of the respective successors, heirs, and assigns of each Party; provided, however, no Party may assign its respective rights or obligations under this AGREEMENT without prior written consent of the other Party.

7.6. Amendment. The terms and provisions of this AGREEMENT may not be amended, modified or waived, except by an instrument in writing signed by all the Parties.

7.7. Waiver. Waiver by any Party to this AGREEMENT of any term, condition, or covenant of this AGREEMENT shall not constitute a waiver of any other term, condition, or covenant. Waiver by any Party to any breach of the provisions of this AGREEMENT shall not constitute a waiver of any other provision, nor a waiver of any subsequent breach or violation of any provision of this AGREEMENT.

7.8. Governing Law. This AGREEMENT is made under and will be governed by the laws of the State of California. In the event of litigation between the Parties, venue in the state trial court shall lie exclusively in the County of Los Angeles.

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7.9. No Presumption in Drafting. All Parties have been represented by legal counsel in the preparation and negotiation of this AGREEMENT.

Accordingly, this AGREEMENT shall be construed according to its fair language.

7.10. Severability. The provisions of this AGREEMENT are severable, and the invalidity, illegality or unenforceability of any provision of this AGREEMENT will not affect the validity or enforceability of any other provisions. If any provision of this AGREEMEN T is found to be invalid, illegal, or unenforceable, the Parties shall endeavor to modify that clause in a manner which gives effect to the intent of the Parties in entering into this AGREEMENT.

7.11. Counterparts. This AGREEMENT may be executed in counterparts, which together shall constitute the same and entire Agreement.

7.12. Administration. Each of the persons signing below on behalf of a Party represents and warrants that they are authorized to sign this AGREEMENT on behalf of such Party.

7.13. Notices

Any correspondence, communication, or contact concerning this AGREEMENT, and all notices that are to be given or that may be given by PARTIES shall be directed to the following:

Los Angeles County Flood Control District
Los Angeles County Public Works
Stormwater Planning Division, 11th Floor
900 South Fremont Avenue
Alhambra, CA 91803-1331
Attention: Assistant Deputy Director
Phone No.: (626) 458-4300
Fax: (626) 458-1526

Los Angeles County Flood Control District
Los Angeles County Public Works
Stormwater Maintenance Division, Annex Building Second Floor 900 South Fremont Avenue
Alhambra, CA 91803-1331
Attention: Assistant Deputy Director
Phone No.: (626) 458-4145
Fax No.: (626) 458-4165

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City of Carson
Public Works Department
701 E Carson Street
Carson, CA 90745
Attention: Public Works Director
Phone No.: (310) 847-3520

The PARTIES shall promptly notify each other of any change of the contact information specified in this Section, including personnel changes.

Page 15 of 15 ends

IN WITNESS WHEREOF, DISTRICT and OWNER have caused this AGREEMENT to be executed by their respective duly authorized officers, by DISTRICT on _________________, 2026; by OWNER on _____________, 2026.

LOS ANGELES COUNTY

FLOOD CONTROL DISTRICT,
A body corporate and politic

By_____________________________
Chief Engineer

CITY:

CITY OF CARSON, a municipal
corporation

By______________________________
Lula Davis-Holmes, Mayor

ATTEST:

By______________________________
Dr. Khaleah Bradshaw, City Clerk

APPROVED AS TO FORM:

ALESHIRE & WYNDER, LLP

By______________________________
Sunny K. Soltani, City Attorney

CROW AGREEMENT
Calas Park Stormwater and Water Quality Improvements
Supplemental Environmental Project
This Escrow Agreement (“Agreement ”) is made as of ________________, 2024 (“Effective Date”) and is between COUNTY SANITATION DISTRICT NO. 2, a special district organized and existing under the provisions of Health and Safety Code sections 4700 et seq. (the “District”) in its capacity as the Administrative District for the Joint Outfall System; 1 the CITY OF CARSON, a California charter city and municipal corporation (the “City ”); and U.S. BANK TRUST COMPANY, NATIONAL ASSOCIATION, a national banking association, in its capacity as escrow agent (“Escrow Agent”). The District, City, and Escrow Agent are sometimes hereinafter referred to individually as a “Party” or collectively as the “Parties.” A. Between January 25, 2018, and September 6, 2022, an amount in excess of 8.6 million gallons of untreated domestic and municipal wastewater were inadvertently discharged by the Joint Outfall System from its collection system to waters of the United States , including the inadvertent discharge of approximately 8,507,790 gallons of untreated wastewater to the Dominguez Channel on December 30-31, 2021, and an additional approximately 108,414 gallons of untreated wastewater during 13 separate spills that took place between January 25, 2018, and September 6, 2022 to Rio Hondo, Dominguez Channel, Los Angeles River, Alhambra Wash, San Jose Creek, Machado Lake, Arroyo Seco Channel, and Malaga Creek.

B. On January 17, 2024, the California Regional Water Quality Control Board – Los Angeles Region (“Regional Water Board”) issued Order No. R4-2023- 0088, Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order (“ACL Order”) under Water Code section 13385 for the spills that occurred between January 25, 2018 and September 6, 2022. A copy of the ACL Order is attached as Exhibit A to this Agreement.

C. Under the ACL Order, the District agreed, among other things, to contribute the sum of Five Million Nine Hundred and Eighty Thousand Dollars ($5,980,000.00) (the “ District’s SEP Contribution”) to a Supplemental Environmental Project (“SEP”) for the development of the Calas Park Stormwater and Water Quality Improvements Supplemental Environmental Project (“Calas Park Stormwater SEP”). The ACL Order further provides that, if the Calas Park Stormwater SEP is not completed due to circumstances outside the control of the Districts and/or the City, as determined by the Executive Officer of the Regional Water Board (“Regional Water Board ’s Executive Officer” ), and the Regional Water Bo ard does not move to collect payment of the value of the District’s SEP Contribution to the State Water Pollution Cleanup and Abatement Account, a Replacement SEP may be proposed within 60 days by the District, subject to approval the Regional Water Board’s Executive Officer in accordance with the terms and provisions of the ACL Order. 1 Pursuant to a Joint Outfall Agreement, 17 of the 24 County Sanitation Districts operate and maintain a wastewater collection, treatment, and disposal system known as the Joint Outfall System that serves approximately 5.5 million people in the Los Angeles Basin.

February 20
5609

D. As provided in the ACL Order, the City will implement the Calas Park Stormwater SEP on behalf of the District.

The Parties therefore agree as follows:

1. Representatives. The District and the City have each designated one individual to serve as their respective representatives under this Agreement (“ Representative”). The Representative for the District is the Chief Engineer, or their designee. The Representative for the City is the City Manager, or their designee . Any Party may change their Representative by giving the other Parties written notice consistent with Section 3.1. By executing this Agreement, the Parties represent and warrant to one another that:

1.1 Each person designated as a Representative by that Party will at all times have the full power and authority to take all actions on behalf of that Party, and

1.2 The Representative of that Party is authorized to act on that Party’s behalf under this Agreement and that instructions, consents, and other actions under this Agreement will be valid if signed by the Representative of that Party. Signatures on instructions, consents and other actions under this Agreement will be valid if the signatures are originals, electronic, facsimiles or digital. If the District or the City choose to use electronic signatures to sign documents delivered to the Escrow Agent , the District or the City agree to assume all risks arising out of its use of electronic signatures, including without limitation the risk of the Escrow Agent acting on an unauthorized document and the risk of interception or misuse by third parties. Notwithstanding the foregoing, the Escrow Agent may in any instance and in its sole discretion require that an original document bearing a manual signature be delivered to the Escrow Agent in lieu of, or in addition to, any document signed via electronic signature.

2. Administration.

2.1 Deposit of Funds.

The Escrow Agent shall deposit funds transferred to the Escrow Agent from the District into a separate, newly establish ed general escrow account named the “Calas Park Stormwater SEP Fund” and a separate sub-account within the Calas Park SEP Fund to account for the deposit and disbursement of interest earnings on the funds in the Calas Park SEP Fund, to be named the " Calas Park Stormwater SEP Interest Sub-Account." The purpose of the Calas Park Stormwater SEP Fund is to obtain, hold, administer, invest, reinvest, and disburse the District's SEP Contribution and the earnings thereon, solely as provided below.

2.2 Investment of Funds.
a. The Escrow Agent shall invest the funds in the Calas Park Stormwater SEP Fund in such investments, certificates of deposits, bank accounts or money market funds as determined in the sole and absolute discretion of the District and as directed in writing by the District to Escrow Agent. In the absence of any written direction from the District, the Escrow Agent shall invest and reinvest the funds

in the Calas Park Stormwater SEP Fund in the U.S. Bank Money Market Account (CUSIP Number DDAFC5 ). The Escrow Agent may make any investments through its trust or investment department. All interest and earnings from investments must be deposited into the Calas Park Stormwater SEP Interest Sub- Account.
b. The Representatives of both the District and the Ci ty shall jointly furnish the Escrow Agent with written instructions to sell any investments to make any disbursements pursuant to Section 2.5 from the Calas Park Stormwater SEP Fund required under this Agreement. If no instructions are received, no earlier than thirty (30) days prior to the disbursement date, the Escrow Agent is authorized to sell or liquidate any investments held in the Calas Park Stormwater SEP Fund as necessary for those disbursements. The Escrow Agent will not be liable for any loss from any investments made by the Escrow Agent in accordance with this Agreement except if caused by Escrow Agent’s own negligence or willful misconduct.
c. The Parties acknowledge that to the extent regulations of the Comptroller of the Currency or other applicable regulatory entity grant the Representatives the right to receive brokerage confirmations of security transactions as they occur, the Representatives will not accept those confirmations to the extent permitted by law unless specifically requested, in writing, by the Representatives. The Escrow Agent shall furnish monthly written transaction statements that must include , without limitation, detail for all investment transactions made by the Escrow Agent under this Agreement and such other information as may be requested by the Parties.

2.3 Disbursement of Interest and Earnings of Calas Park Stormwater SEP Fund.

The Escrow Agent shall disburse all interest and earnings of the Calas Park Stormwater SEP Interest Sub -Account of the Calas Park Stormwater SEP Fund pursuant to the joint written instructions of the District and the City, as follows:
a. To the Escrow Agent in payment of its fees and administrative expenses; b. The remaining balance to the District.

2.4 District to Pay Fees to Escrow Agent if Interest Sub -Account Funds are Insufficient. If the interest and earnings in the Calas Park Stormwater SEP Interest Sub-Account of the Calas Park Stormwater SEP Fund are insufficient to cover the Escrow Agent’s fees and administrative expenses, then th e District shall pay those fees and expenses directly to the Escrow Agent after written request of the Escrow Agent.

2.5 Disbursement of Principal from the Calas Park Stormwater SEP Fund. a. The Escrow Agent shall make payments of principal from the Calas Park Stormwater SEP Fund in accordance with the following instructions:
(i) Pursuant to the terms, requirements and provisions of this Agreement; or
(ii) As directed jointly in writing by the Representatives of the City and the District; or
(iii) To the District upon termination of the Calas Park Stormwater SEP Fund in accordance with Section 2.8 of this Agreement.
b. Payments of principal from the Calas Park Stormwater SEP Fund shall be made by Escrow Agent within 5 business days of receipt of joint instructions from the Representatives in accordance with Paragraph (a)(ii).

2.6 Reporting.
a. Monthly Reporting. The Escrow Agent shall submit its customary monthly account statement for the Calas Park Stormwater SEP Fund concurrently to both the the District and the City.
b. Annual Reporting. The Escrow Agent shall deliver to each Representative an annual statement sho wing the income and disbursements of the Calas Park Stormwater SEP Fund for the preceding calendar year within sixty (60) days after the end of each calendar year.
c. Final Report. Within thirty (30) days following the termination of the Calas Park Stormwater SEP Fund in accordance with the terms and provisions of Section

2.8, below, the Escrow Agent shall deliver to the City and the District a final account statement of any final income and disbursements made as part of the termination process.

2.7 No Authority to Conduct Business. The purposes of the Calas Park Stormwater SEP Fund are limited to the matters set forth in this Agreement.

2.8 Termination of the Calas Park Stormwater SEP Fund.
a. The Calas Park Stormwater SEP Fund and this Agreement will terminate upon any of the following:
(i) The disbursement of the last of the funds from the Calas Park Stormwater SEP Fund as provided in this Agreement and the Escrow Agent’s receipt of written notice from the District that all the provisions of Section 4 are completed to the satisfaction of the Chief Engineer; or (ii) The Escrow Agent’s receipt of written notice from the Distric t that the Regional Water Board’s Executive Officer has determined that the Calas Park Stormwater SEP cannot be performed or completed; or (iii)The Escrow Agent’s receipt of written notice from the District and the City that the Calas Park Stormwater SEP has been completed and funds remain in the Calas Park Stormwater SEP Fund.
b. Upon termination of the Calas Park Stormwater SEP Fund, all remaining funds, including any funds remaining in the Calas Park Stormwater SEP Interest Sub- Account, must be paid by Escrow Agent to the District within ten (10) days following receipt of written instructions provided by the District. c. Termination under this section may occur at any time that funds remain in the Calas Park Stormwater SEP Fund.

3. Miscellaneous.

3.1 Notices. Any notice, request, direction, instruction or other communication (collectively “Notice”) required or permitted to be made or given by any Party must be in writing, and otherwise in accordance with this Agreement. Notice must be delivered (i) by hand, with signed delivery receipt required; (ii) by U.S. Mail; (iii) by facsimile; (iv) by overnight mail or courier service, or (v) by electronic mail , and will be deemed to have been made or given as of the time and date of receipt, if by hand or facsimile, or the time and date of mailing, if by mail or electronic mail. The time to respond to any Notice will commence to run upon the date of actual delivery to the appropriate address. Any Party may change its designation of address upon written notice to the other Parties.

Any Notice to Escrow Agent must be addressed as follows:

U.S. Bank National Association
633 West Fifth Street, 24th Floor
Los Angeles, CA 90071
Attention: Global Corporate Trust Services
Ms. Lauren Costales
Electronic mail: [email protected]

Any Notice to the District must be addressed as follows:

County Sanitation District No. 2 of Los Angeles County
1955 Workman Mill Road
Whittier, CA 90601-1400
Fax: (562) 695-8660
Telephone: (562) 699-7411
Attn: Robert Ferrante
Chief Engineer and General Manager
Electronic mail: [email protected]

Any Notice to the City must be addressed as follows:

City of Carson
701 East Carson, Carson, CA 90745
Telephone: (310) 952-1729
Attn: David C. Roberts, Jr.

City Manager
Electronic mail: [email protected]

With copy to:

City of Carson
701 East Carson, Carson, CA 90745
Telephone: (310) 952-1729
Attn: Gilbert Marquez
City Engineer
Electronic mail: [email protected]

3.2 Governing Law and Venue. This Agreement will be administered, construed and enforced according to the laws of the State of California applicable to agreements performed entirely in California. Legal actions concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Los Angeles, State of Cal ifornia, or any other appropriate court in such county, and the Parties covenant and agree to submit to the personal jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District Court, venue shall li e exclusively in the Central District of Califor nia, in the County of Los Angeles, State of California.

3.3 Attorneys’ Fees. If any action or proceeding is commenced by any Party to enforce its rights under this Agreement or to collect damages as a result of the breach of any of the provisions of this Agreement, the prevailing Party in that action or proceeding, including any bankruptcy, insolvency or appellate proceedings, will be entitled to recover all reasonable costs and expenses, including, without limitation, reasonable attorneys’ fees, expenses, and court costs, in addition to any other relief awarded by the court.

3.4 Amendment; Complete Agreement. All amendments and supplements to this Agreement must be in writing and executed by the District, the City, and the Escrow Agent. This Agreement contains the entire agreement and understanding between the Parties concerning the Ca las Park Stormwater SEP Fund and supersedes all prior agreements, terms, understandings, conditions, representations and warranties, whether written or oral, made by any of the Parties concerning the Calas Park Stormwater SEP Fund or the other matters which are the subject of this Agreement.

3.5 Interpretation. As used in this Agreement, words in the singular include the plural and words in the plural include the singular; and the masculine and neuter genders will be deemed to inc lude the masculine, feminine and neuter. The descriptive heading for each Section and Subsection of this Agreement will not affect the interpretation or the legal efficacy of this Agreement. Except as expressly provided in this Agreement, neither the act o f entering into this Agreement nor any contribution to the Calas Park Stormwater SEP Fund nor any action taken under this Agreement constitutes an admission of any liability or fault on the part of any Party with respect to the Calas Park Stormwater SEP or otherwise, nor does it constitute a commitment or agreement, either expressed or implied, by any or all of them to undertake any further activities with respect to the Calas Park Stormwater SEP.

3.6 Severability. If any provision of this Agreement or its appl ication to any person or entity or in any circumstance is deemed invalid or unenforceable, the application of that provision to persons or entities and in circumstances other than those as to which it is invalid or unenforceable, and the other provisions of this Agreement will not be affected by that invalidity or unenforceability.

3.7 Waiver. No waiver by the District, the City or the Escrow Agent of any of the terms or conditions of this Agreement or any of their respective rights under this Agreement will be effective unless such waiver is in writing and signed by the Party charged with the waiver.

3.8 Third Parties. Except as expressly provided in this Agreement, nothing contained in this Agreement will create any rights in any person or entity not a Party to this Agreement, except the individuals and entities entitled to the benefits of the indemnity under Section 4.15 below.

3.9 Restriction on Assignment. Neither the City nor the District shall have the right to assign, transfer, convey, or sell its rights or obligations under this Agreement without the prior written consent of the other Party which consent may be withheld in such Party’s sole and absolute discretion.

3.10 Counterparts. This Agreement may be executed in any number of counterparts and each of such counterparts shall for all purposes be deemed to be an original, whether the signatures are originals, electronic, facsimiles or digital. All such counterparts shall together constitute but one and the same Agreement.

3.11 Execution. This Agreement will be binding on the Escrow Agent, the District, and the City upon the execution of this Agreement by the individuals duly authorized to sign this Agreement on behalf of each Party.

3.12 Consultation. The Parties hereto hereby represent and warrant to one another that each of them has had the full opportunity of consulting legal counsel of their own choosing in connection with the preparation of this Agreement, that each of them has read and understood the provisions of this Agreement and is fully aware of the contents and legal effect thereof.

3.13 Provisions Negotiated and Independent . Each and every provision of this Agreement has been independently, separately and freely negotiated by the Parties as if this Agreement were drafted by all Parties hereto. The Parties, therefore, waive any statutory or common law presumption which would serve to have this document construed in favor of, or against, any Party.

4. Provisions Applicable to the District and City Only.

4.1 Applicability. The provisions of Section 4 are agreements between the District and the City only, and do not apply to the Escrow Agent.

4.2 Authorization to Disburse Funds.
a. The disbursement of funds by the Escrow Agent is expressly contingent upon the District’s determination that the following conditions have been and are continuing to be satisfied:
(i) The Calas Park Stormwater SEP qualifies as a Regional Water Board - approved SEP; and
(ii) The Calas Park Stormwater SEP can be performed or completed. b. Qualification as Regional Water Board -Approved SEP . The District shall promptly notify the City of any questions or concerns raised by the Regional Water Board or the Regional Water Board’s Executive Officer related to the Calas Park Stormwater SEP ’s continuing qualification as a Regional Water Board - approved SEP.

c. Determination that Calas Park Stormwater SEP Cannot be Performed or Completed. Prior to issuing any determination that the Calas Park Stormwater SEP cannot be performed or completed pursuant to Section 4.2(a) , the District shall in good faith meet and confer with representatives of the City . The District shall make an initial determination that the City is sufficiently prepared to perform the Calas Park Stormwater SEP , to trigger the obligations in Section

4.3. Thereafter, the District can make subsequent determination(s) that the Calas Park Stormwater SEP , in whole or in part, including any Project Milestone, cannot be performed or completed. In such an event, the District shall work with the City to identify a Replacement SEP that is suitable for the City and that meets the requirements of the ACL Order and the Regional Water Board.

4.3 Schedule of Expenditures. Upon the District’ s initial written determination (in its sole and absolute discretion) that the conditions described in Section 4.2( a) of this Agreement have been initially satisfied, the City shall submit to the District a proposed written schedule of activities and expenditures of Calas Park Stormwater SEP funds, and shall update that written schedule of activities and expenditures after contracts are awarded, when change orders are approved, or when any other material change in the scope of work is planned. The proposed schedule of expenditures must describe the scope of work and amount of funds needed for all costs and fees related to the Calas Park Stormwater SEP , including for permitting, staff costs, and any design professionals, consultants, contractors, or subcontractors . The schedule and work to be performed must be described in detail to the sole satisfaction of the Chief Engineer.

4.4 Disbursement. On a quarterly basis , the City shall submit to the District a SEP Invoice that includes a detailed accounting of and supporting documentation for actual work and expenditures made specifically for the Calas Park Stormwater SEP (“SEP Invoices ”) since the last invoice submitted.

The District shall review and
approve or reject each of the expenditures in writing to the City and Escrow Agent in a timely manner and will strive to complete review and issue instructions within thirty (30) calendar days from the date a SEP Invoice is issued , not including time for the City to submit responses to the D istrict regarding questions about the work and expenditures included in the invoice.
a. Documentation – Documentation of the expenditures shall include, but is not limited to, invoices for payments to vendors or contractors performing work on the SEP or providing consulting or contracted services (such as environmental or information technology), documentation for personnel time (such as approved time sheets), or supporting documentation for any other expenditures made to implement the Calas Park Stormwater SEP.
b. Approval – The District’s written approval of all or part of the SEP Invoices tendered to Escrow Agent will constitute joint written instructions from City and District to the Escrow Agent . The District shall not unreasonably withhold approval of reimbursement of actual expenditures.

c. Rejection – If the District reject s one or more expenditures identified in a SEP Invoice, the District shall provide the City with a written notice including an explanation and any documentation that supports the rejection. The City will have fifteen (15) calendar days to provide any additional documentation, information or clarification which the City believes warrants reversal of the District’ s decision. The Parties shall have forty -five (45) calendar days after the da te of submittal of the supplemental information to resolve the dispute administratively.

However, if after the forty -five-day period, the District upholds a decision to reject an expenditure, the City shall have fifteen (15) calendar days after the date of notice to issue a written request to refer the matter to dispute resolution as provided under Section 4.13 and the disbursement of disputed funds will be suspended. The District shall not withhold any undisputed funds.

4.5 Limitations on Expenditures. The City shall use the principal funds received from the Calas Park Stormwater SEP Fund only for the purpose of completing the project elements described in the approved Calas Park Stormwater SEP Workplan and only according to the terms of this Agreement . The City shall not use any portion of the Calas Park Stormwater SEP Fund for fund raising or public relations efforts, or for any Calas Park Stormwater SEP elements that have not received prior written approval by the District. If, as a result of any audit initiated under Section 4.6 of this Agreement, it is determined that any expenditure previously approved under subsection (a) of Section 4.4 was improper and approved by the District in reliance upon any misrepresentation by the City and/or their respective officers, agents or employees, the City shall immediately return the improperly expended sums to the Calas Park Stormwater SEP Fund along with the cost of the audit as specified under subsection (c) of Section 4.6 and any other actual cost s, damages, and penalties, as may be incurred by the District as a result of the misrepresentation.

4.6 Accounts and Audit.
a. In accordance with page 13 of the 2017 Supplemental Environmental Projects Policy, within ninety ( 90) days after completion of the Cal as Park Stormwater SEP, the District shall arrange and bear the cost of preparation of an independent third-party final financial audit report following completion of the project. This audit will be prepared in accordance with any guidance or procedures that may be provided by the Regional Water Board, in order to obtain an independent third party’s professional opinion regarding whether the District expended SEP funds in the amount claimed. Upon request via written notice of intent provided at least five (5) business days prior to commencement, the City and its agent shall make available to the independent third-party auditor the relevant books, accounts, and records pertaining to the project during norma l business hours. The City and its agent shall fully cooperate with this request to the fullest extent feasible to ensure timely completion of this review.

b. In addition to the final financial audit report of the project described in Section

4.6(a), the District may request a separate financial audit of the City’s use of SEP funds at any point during the construction and completion of the Calas Park Stormwater SEP. The City shall make available to the District or an agent of the District the relevant books, accounts, and records, during normal business hours, provided the District deliver to the City written notice of intent to audit at least five (5) business days prior to commencement of audit. Auditors engaged by the District to conduct any audit, whether as employees of the District or independent contractors, must have a minimum of two (2) years’ experience conducting audits for public agencies.
c. The District shall bear the cost of the audit referred to in Section 4.6b, above, except that, if any of the following conditions exist, the City shall be responsible for payment, in full, of all costs and fees associated with the audit within 30 days after receipt of a written invoice from the District:
(i) The audit reveals variance of more than two percent (2%) betwe en the schedule of expenditures or any amendments approved under Section 4.3 and the actual amounts of expenditures; or
(ii) Any portion of the Calas Park Stormwater SEP Funds have been used for something other than the elements specified in the approved Calas Park Stormwater SEP Workplan or for any expense that had not received approval by the District; or
(iii)The City has failed to maintain true and complete books, records, accounts, and supporting source documents substantially in accordance with this Agreement.

4.7 Alternative Disposition of SEP Funds.
a. The City understands that, under the ACL Order, the Regional Water Board ’s Executive Officer has the authority to determine that the Calas Park Stormwater SEP was not fully implemented by the SEP Completion Date listed in Exhibit A, or there has been a material failure to satisfy a Project Milestone. If the material failure, in whole or in part, is due to circumstances beyond the control of the District and/or City, and the Regional Water Board does not move to collect payment of the suspended liability amount, the District can propose a Replacement SEP(s) for the entire District’s SEP Contribution , or some portion thereof less the value of any completed milestones of the Calas Park Stormwater SEP as stipulated to by the District and the Regional Water Board.

If approved, the Regional Water Board or its delegee can direct that the funds designated for the Calas Park Stormwater SEP be paid to a Replacement SEP.

If not approved, the District’s SEP Contribution must be paid to the State Water Pollution Cleanup and Abatement Account following issuance by the Regional Water Board of a Motion for Payment of Suspended Liability and a determination of the payment amount. In the event of such determination, the

District shall give prompt written notice to the City’s Representative that the Calas Park Stormwater SEP cannot be performed and the principal in the Calas Park Stormwater SEP Fund will be dispensed in accordance with the determination by the Regio nal Water Board or its delegee following the provisions of Section 2.8(a)(ii).
b. In such an event, the District shall make best efforts to assist the City in identifying a Replacement SEP that is suitable for the City and meets the requirements of the ACL Order and any applicable requirements of the Los Angeles Regional Water Board . Any final decision on a Replacement SEP is subject to approval by the District and Executive Officer of the Regional Water Board.

4.8 Publicity. In accordance with Section III, paragraph 10 of the ACL Order, if either the District or the City publicizes the Calas Park Stormwater SEP or the results of the SEP, it shall state in a prominent manner that the Calas Park Stormwater SEP is being undertaken as part of settlement of a Regional Water Board enforcement action.

4.9 Monthly Reporting. Within ten (10) calendar days after the close of each month, the City shall submit to the District a summary of project activities performed in the prior month and project activities proposed to be performed during the remainder of the calendar month and in the following calendar month. If the month is the third month of the calendar quart er, the City shall include in its monthly report the project activities proposed to be performed in each month of the following quarter. This information will be used by the District in preparation of quarterly reports that are required to be submitted to the Regional Water Board per the ACL Order, and the approved Calas Park Stormwater SEP Workplan.

4.10 Final Report. No later than forty -five (45) days after the completion date for the Calas Park Stormwater SEP and in accor dance with the approved Calas Park Stormwater SEP Workplan, the City shall submit to the District a summary of all project activities performed as part of the project, including, but not limited to, all of the following:
a. Evidence that the Calas Park Stormwater SEP has been completed consistent with the approved Workplan and milestone schedule, including how the expected outcome(s) or performance standard(s) for the project were met, and documentation such as photographs, invoices, receipts, certifications, and other materials reasonably necessary for the District and the Regional Water Board to evaluate the completion of the Calas Park Stormwater SEP and the costs incurred by the City;
b. Written certification by the City , made under penalty of perjury, that the City followed all applicable environmental laws and regulations in the implementation of the Calas Park Stormwater SEP , including, but not limited to, the California Environmental Quality Act (CEQA), the federal Clean Water Act, and the Porter- Cologne Water Quality Control Act; and

c. Any other information or documentation requested by the District to assist in preparation of the Certification of Completion Report required by the Regional Water Board.

4.11 Access to Site and Documents. In accordance with Section III, paragraph 11 of the ACL Order, the City shall allow the Regional Water Board staff to inspect the Calas Park Stormwater SEP implementation locations during normal business hours, provided reasonable notice is provided to the City, and shall provide Regional Water Board staff access to documents associated with Calas Park Stormwater SEP implementation, upon request.

4.12 Further Assurances. The City shall execute and deliver any instruments and perform any actions that may be necessary, or reasonably requested, in order to give full effect to this Agreement. The City will use all reasonable efforts to provide any information, execute any further instruments and documents, and take any action reasonably requested by the District or the Regional Water Board, in accordance and consistent with the provisions of this Agreement and the ACL Order for the purpose of carrying out the intent of this Agreement.

4.13 Resolution of Disputes. The Parties shall meet and use their best efforts to resolve any dispute, claim, question or disagreement (a " Dispute") arising from or relating to this Agreement or to the interpretation of this Agreement. To that end, Representatives of the Parties shall consult and negotiate with each other in good faith and attempt to reach an equitable solution satisfactory to all Parties. If the Parties are unable to reach an equitable solution satisfactory to all Par ties, any Party may pursue any and all legal and equitable remedies that may be available. Each Party will bear its own respective costs for resolving any Dispute, except that if a legal action is filed, the attorneys’ fees and costs are governed by Section 3.3.

4.14 Notices to the Regional Water Board. To ensure that the Regional Water Board is kept apprised of the status of the expenditures of sums for the SEP, the District shall transmit the following documents to the Regional Water Board:
a. A fully executed copy of the final version of this Agreement, and any amendments, within seven (7) calendar days of execution; and b. A copy of each statement received from the Escrow Agent, pursuant to section

2.6, within seven (7) calendar days of receipt thereof. c. Notices to the Regional Water Board will be sent to:

Enforcement Unit Chief (presently Russ Colby)
Los Angeles Regional Water Quality Control Board
320 West 4
th Street, Suite 200
Los Angeles, CA 90013
Electronic mail: [email protected]

4.15 Indemnity. The City shall indemnify, defend, and hold harmless the District, both in its individual capacity and as the administrative district for the Joint Outfall System, along with all participating districts of the Joint Outfall System, their directors, officers, employees, representatives, agents, and assigns, from any and all claims, actions, demands, liabilities, losses, damages, injur ies to persons or property, costs and expenses (including without limitation reasonable attorneys’ fees, expert fees, and court costs, fines, penalties, and administrative civil liabilities) (collectively “Claims”) that arise out of or relate to the Calas Park Stormwater SEP or this Agreement, except for Claims arising out of the negligence or willful misconduct of the District.

4.16 Insurance. The City shall ensure that all contractors (“Contractors”) performing work in connection with the Calas Park SEP procure and maintain insurance, including, without limitation, comprehensive general liability insurance and workers compensation insurance, with such terms, conditions, coverage, limits and endorsements and in such amounts as may be required by the City (the “Required Insurance Coverage”). The City shall additionally ensure that the insurance policies for the Required Insurance Coverage provide that coverage shall not be cancelled without thirty (30) days’ prior written notice to the City and that such policies are maintained throughout the term of this Agreement. The City shall cause all Contractors to name the District as additional insured with respect to all Required Insurance Coverage except Worker s Compensation, as applicable, at any time. No later than thirty (30) days prior to the commencement of work pursuant to this Agreement, the City shall furnish the District with certificates of insurance and verify coverage of the Contractors. Within ten (10) days after request by the District, the City shall deliver to the District true, complete, and correct copies of all insurance policies, including all endorsements and applicable policy language, as required under this Agreement.

5. Escrow Agent Assignment and Successors.

5.1 Vacancy Caused by Resignation or Removal. The Escrow Agent may resign at any time by delivering its resignation in writing to the other Parties. The other Parties may remove the Escrow Agent at any time by delivering joint notice of removal in writing to the Escrow Agent. Resignation or removal will take effect sixty (60) days after delivery of the notice of resignation or removal, or upon the acceptance of appointment in writing by a successor escrow agent, whichever is earlier.

5.2 Appointment of Successor Escrow Agent. A successor escrow agent will be appointed by the District and the City upon the resignation or removal of the Escrow Agent. In the absence of an appointment within sixty (60) days of resignation or removal, the Escrow Agent may petition a court of competent jurisdiction to make an appointment.

5.3 Acceptance of Appointment by Successor. Acceptance of appointment as a successor escrow agent must be in writing and will become effective upon receipt by the District and the City of notice of acceptance. Each successor escrow agent will

have all of the rights, powers, duties, authority, and privileges as if initially named as the Escrow Agent. Upon the acceptance of appointment of any successor escrow agent, the Escrow Agent shall deliver all assets, documentation, and other property of the Calas Park Stormwater SEP Fund in its possession, custody, or control to such successor escrow agent. After selection of a successor escrow agent, the Escrow Agent shall reasonably cooperate in meeting any reasonable requests for information or other assistance made by the District or the City to the Escrow Agent with respect thereto and any other subject matter of this Agreement. The provisions of this section survive the resignation or removal of the Escrow Agent.

5.4 Automatic Succession. Any bank or company into which the Escrow Agent may be merged or with which it may be consolidated, or any bank or company to whom Escrow Agent may sell or transfer all or part of its escrow business, will be the successor to the Escrow Agent without the execution or filing or any paper or any further act on the part of the Parties to this Agreement.

6. Escrow Agent Compensation and Liability.

6.1 Compensation. The Escrow Agent shall receive compensation from the District for, and administrative expense reimbursement with respect to, its services rendered in connection with the administration of the Calas Park Stormwater SEP Fund based on the schedule attached hereto as Exhibit B. The Escrow Agent’s compensation will be paid from the interest earned on the Calas Park Stormwater SEP Fund, as provided in Section 2.3 of this Agreement, and if that interest is insufficient, as provided in Section 2.4 of this Agreement, the Escrow Agent’s compensation will be paid directly by the District. The District shall indemnify and hold the Escrow Agent harmless from and against any losses, costs, claims, expenses and liabilities, including fees and expenses of its counsel incurred by the Escrow Agent in the acceptance of this Agreement by the Escrow Agent and performance of the Escrow Agent of the duties and obligations of the Escrow Agent hereunder.

6.2 Bond and Liability.
a. Escrow Agent. The Escrow Agent will not be required to furnish any bond or surety. The Escrow Agent acts solely as Escrow Agent on behalf of the District and the City and has solely an agency and not a fiduciary relationship with District and the City . The Escrow Agent will not be required to defend any legal proceedings that may be instituted against the Escrow Agent with respect to the subject matter of this Agreement (except legal proceedings arising out of the Escrow Agent’s negligence or willful misconduct) unless the Escrow Agent is requested to do so by the District or the City and is indemnified to the Escrow Agent’s satisfaction against the cost and expense of such defense. The Escrow Agent shall not be required to institute legal proceedings of any kind. Any Party that makes such a request to the Escrow Agent hereby agrees to indemnify and hold the Escrow Agent harmless for and against any and all losses, claims, damages, liabilities, and expenses, i ncluding reasonable costs of investigation, counsel fees, and disbursements that may be imposed upon or incurred by the

Escrow Agent in connection with the Escrow Agent’s appointment hereunder or performance of its duties herein, including any litigation a rising from this Agreement or involving the subject matter hereof or the monies or other property deposited hereunder except that such other parties do not agree to defend, indemnify, or hold the Escrow Agent harmless for the Escrow Agent’s negligence or willful misconduct. The Escrow Agent will not incur any liability, personal or corporate, of any nature in connection with any act or omission, unless involving its negligence or willful misconduct, in the administration of the Calas Park Stormwater SEP Fund or otherwise pursuant to this Agreement. In no event shall the Escrow Agent be responsible or liable for special, indirect, punitive, incidental or consequential loss or damage of any kind whatsoever (including, but not limited to, loss of profit) irrespective of whether the Escrow Agent has been advised of the likelihood of such loss or damage and regardless of the form of action.
b. Other Parties. Escrow Agent represents and warrants that it has full authority to enter into and perform its obligations under this Agreement and to perform all of its duties in accordance with customar y and usual procedures employed by institutions acting as escrow agents in accordance with the Escrow Agent’s own practices.

6.3 Limitations on the Escrow Agent’s Duties and Liabilities. The Escrow Agent’s acceptance of its duties under this Agreement is subje ct to the following terms and conditions which together with any other provision in this Agreement limiting the Escrow Agent’s liabilities, will govern and control with respect to its rights, duties, liabilities and immunities:
a. The Escrow Agent will have no duties or responsibilities except those expressly set forth herein. The Escrow Agent shall not be subject to, or obliged to recognize, any agreement between any of the other Parties, or any direction or instruction of any or all of the other Parties, exc ept as provided for in this Agreement. In the event that the Escrow Agent receives written instructions from the Representatives and there is a discrepancy between those instructions and prior written instructions, the Escrow Agent will refrain from taking any further action, other than to keep the funds held by it in trust, unless or until such time as directed otherwise by all other Parties by written instrument or by order or judgment of a court of competent jurisdiction. If the Escrow Agent is uncertain as to the actions to be taken by it or as to its duties or rights or receives instructions with respect to its duties which, in its opinion, are in conflict with any of the provisions of this Agreement, then the Escrow Agent shall adhere to the terms of t his Agreement and refrain from taking any action other than to keep funds held by it safe as Escrow Agent until directed otherwise in writing by all other Parties or by an order or judgment of a court of competent jurisdiction. b. The Escrow Agent will not be liable for assuming the due execution and the validity and effectiveness of any written notice, agreement, verification, instruction, or other paper or document delivered to or deposited with it and the

truth of any information contained therein, which it in good faith believes to be genuine, and the Escrow Agent will be fully protected in acting in accordance with any written instructions given to the Escrow Agent and believed by the Escrow Agent to have been signed by the proper P arties or their respecti ve Representatives.
c. The Escrow Agent will not be liable for any loss of or depreciation in the value of the cash or property comprising the Escrow Fund including, without limitation, any loss caused by closure or failure of a bank, except if caused by the Escrow Agent’s own negligence or willful misconduct.
d. The Escrow Agent will not be liable for damage resulting from the willful or negligent acts or omissions or failures to perform of any third party, including the failure of any means of communications, the closing of or other unavailability of a bank or trust company, the loss of any documents in the mails, or the failure of any delivery service to deliver as instructed.
e. The Escrow Agent will not be liable to any person for the failure of another Party or Representative to perform any of the acts or duties which are referred to in or contemplated by this Agreement.
f. The Escrow Agent has no responsibility with respect to the construction or operation of the Calas Park Stormwater SEP.
g. The Escrow Agent may con sult with counsel concerning any of its duties or responsibilities under this Agreement.
h. The Parties hereto (other than the Escrow Agent) authorize and request the Escrow Agent to enter into this Agreement.
i. The Escrow Agent shall have the right to accept and act upon instructions, including funds transfer instructions (“Instructions”) given pursuant to this Agreement and delivered using Electronic Means (“Electronic Means” shall mean the following communicati ons methods: e -mail, facsimile transmission, secure electronic transmission containing applicable authorization codes, passwords and/or authentication keys issued by the Escrow Agent, or another method or system specified by the Escrow Agent as available f or use in connection with its services hereunder); provided, however, that the District and the City shall provide to the Escrow Agent an incumbency certificate listing the Representatives with the authority to provide such Instructions and containing specimen signatures of such Representatives, which incumbency certificate shall be amended by the District and the City whenever a person is to be added or deleted from the listing. If the District or the City elects to give the Escrow Agent Instructions using Electronic Means and the Escrow Agent in its discretion elects to act upon such Instructions, the Escrow Agent’s reasonable understanding of such Instructions shall be deemed controlling. The District and the City understand and agree that the Escrow Agent cannot determine the identity of the

Exhibit A

Administrative Civil Liability Order (Order No. RF-2023-0088)

1 LOS ANGELES REGIONAL WATER QUALITY CONTROL BOARD
In the Matter of:

Los Angeles County Sanitation
Districts’ Joint Outfall System,
Collection System

Sanitary Sewer Overflows (2018-2022)
ORDER R4-2023-0088

SETTLEMENT AGREEMENT AND

STIPULATION FOR ENTRY OF

ADMINISTRATIVE CIVIL LIABILITY
ORDER
I. Introduction

1. This Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order (Stipulated Order or Order) is entered into by and between the Assistant Executive Officer of the California Regional Water Quality Control Board, Los Angeles Region (Los Angeles Water Board), on behalf of the Los Angeles Water Board Prosecution Team (Prosecution Team), and the Los Angeles County Sanitation Districts’ Joint Outfall System (JOS) collection system via County Sanitation District No. 2 of Los Angeles County , a special district organized and existing under the provisions of California Health and Safety Code sections 4700 et seq. in its capacity as the Administrative District for the JOS 1, ( Discharger) (collectively known as the Parties) and is presented to the Los Angeles Water Board, or its delegee, for adoption as an order by settlement, pursuant to Water Code section 13323 and Government Code section 11415.60.

II. Recitals

2. The Los Angeles County Sanitation Districts are a confederation of 24 independent special districts that provide wastewater and solid waste management for approximately 5.5 million people in Los Angeles County. 17 of the 24 special districts proportionally share ownership and operation of the JOS, a regional interconnected system of wastewater conveyance and treatment facilities that include 1,220 miles

1 Pursuant to a Joint Outfall Agreement, 17 of the 24 County Sanitation Districts of Los Angeles County operate and maintain a wastewater collection, treatment, and disposal system known as the Joint Outfall System that serves approximately 5.5 million people in the Los Angeles Basin. The events described herein all occurred within the Joint Outfall System. Ownership and operation of the Joint Outfall System is proportionally shared among the signatory parties to the Joint Outfall Agreement effective July 1, 2022.

These parties include Los Angeles County Sanitation Districts Nos. 1, 2, 3, 5, 8, 15, 16, 17, 18, 19, 21, 22, 23, 28, 29, and 34, and South Bay Cities Sanitation District of Los Angeles County. County Sanitation District No. 2 of Los Angeles County acts as the Administrative District on behalf of the 17 districts for various purposes, including entering agreements.

Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

2 of sewers to convey approximately 350 million gallons per day of wastewater to 7 wastewater treatment plants. See, infra, footnote 1.

3. The Discharger’s sanitary sewer system is regulated by the Statewide General Waste Discharge Requirements for Sanitary Sewer Systems, Order No. 2006-0003- DWQ, as revised by WQ-2013-0058-EXEC (SSS WDRs). The Discharger has been subject to the SSS WDRs since that permit’s adoption in 2006.

4. The SSS WDRs require the Discharger to operate and maintain its collection system to prevent sanitary sewer overflows and spills . Prohibition C.1 of the SSS WDRs states that the discharge of untreated or partially treated wastewater from the collection system to water of the United States is prohibited.

5. Clean Water Act section 301 (33 U.S.C .
§1311) and California Water Code (Water
Code) section 13376 prohibit the discharge of pollutants to surface waters except in compliance with a National Pollutant Discharge Elimination System (NPDES) permit. The SSS WDRs is not an NPDES permit.

6. The Prosecution Team alleges that between January 25, 2018 , and September 6, 2022, the Discharger discharged over 8.5 million gallons of untreated domestic and municipal wastewater from its collection system to waters of the United States .

Specifically, as described in Attachment A, herein incorporated by reference, the Prosecution Team alleges two violations:
a. Violation 1: Discharge of 8,507,790 gallons of untreated wastewater to the Dominguez Channel Estuary on December 30-31, 2021.
b. Violation 2: Discharge of an additional 108,414 gallons of untreated wastewater during 13 separate spills that took place between January 25, 2018, and September 6, 2022. These discharges entered the following waterbodies: Rio Hondo, Dominguez Channel , Los Angeles River, Alhambra Wash, San Jose Creek, Machado Lake, Arroyo Seco Channel, and Malaga Creek.

7. For both violations, the Prosecution Team alleges the Discharger violated Prohibition C.1 of the SSS WDRs, Clean Water Act section 301, and Water Code section 13376 by discharging untreated wastewater to a water of the state and the United States.

8. Pursuant to Water Code section 13385(a), any person who violates Water Code section 13376 or any requirements of Clean Water Act section 301 is subject to administrative civil liability pursuant to Water Code section 13385(c), in an amount not to exceed the sum of both of the following: (1) ten thousand dollars ($10,000) for Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

3 each day in which the violation occurs; and (2) where there is a discharge, any portion of which is not susceptible to cleanup or is not cleaned up, and the volume discharged but not cleaned up exceeds 1,000 gallons, an additional liability not to exceed ten dollars ($10) multiplied by the number of gallons by which the volume discharged but not cleaned up exceeds 1,000 gallons.

9. Additionally, the unauthorized discharge of untreated wastewater to a water of the state in violation of Prohibition C.1 of the SSS WDRs is subject to administrative civil liability under Water Code section 13350. The Prosecution Team has elected to pursue enforcement pursuant to Water Code section 13385(a) instead of Water Code section 13350.

10. On April 4, 2017, the State Water Resources Control Board (State Water Board) adopted Resolution No. 2017- 0020, which adopted the 2017 Water Quality Enforcement Policy (Enforcement Policy). The Enforcement Policy was approved by the Office of Administrative Law and became effective on October 5, 2017.

11. The Enforcement Policy establishes a methodology for assessing administrative civil liability. Use of the methodology incorporates Water Code section13385(e) that requires the Los Angeles Water Board to consider specific factors when determining the amount of civil liability to impose, including “…the nature, circumstance , extent, and gravity of the violation or violations, whether the discharge is susceptible to cleanup or abatement, the degree of toxicity of the discharge, and, with respect to the violator, the ability to pay, the effect on ability to continue its business, any voluntary cleanup efforts undertake, any prior history of violations, the degree of culpability, economic benefit or savings, if any, resulting from the violation, and other matters that justice may require.”

12. Pursuant to the Enforcement Policy, section VI.B. (Settlement Considerations), the Prosecution Team agreed during settlement negotiations to reduce the administrative civil liability amount contained in the penalty calculation methodology included as Attachment A in consideration of hearing and/or litigation risks.

13. The Parties have engaged in confidential settlement negotiations and agree to fully settle the violations alleged in this Stipulated Order and Attachment A without administrative or civil litigation and by presenting this Stipulation to the Los Angeles Water Board, or its delegee, for adoption as an Order by settlement, pursuant to Water Code section 13323 and Government Code section 11415.60.

14. To resolve the violations by consent and without further administrative or civil proceedings, the Parties have agreed to the imposition of an administrative civil liability against the Discharger in the amount of six million dollars ($6,000,000). The Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

4 Prosecution Team believes that the resolution of the alleged violations is fair and reasonable and fulfills its enforcement objectives, that no further action is warranted concerning the violations alleged herein, and that this Stipulated Order is in the best interest of the public.

III. Stipulations
The Parties stipulate to the following:

1. Jurisdiction: The Parties agree that the Los Angeles Water Board has subject matter jurisdiction over the matters alleged in this action and personal jurisdiction of the Parties to this Stipulation.

2. Administrative Civil Liability: The Discharger hereby agrees to the imposition of an administrative civil liability in the amount of six million dollars ($6,000,000) to resolve the violations specifically alleged in this Stipulated Order as follows:
a. No later than thirty (30) days after the effective date of this Order, the Discharger shall submit a check for twenty thousand dollars ($20,000) to the State Water Board. The check shall be made payable to the “State Water Pollution Cleanup and Abatement Account,” reference Order No. R4-2023-0088, and be mailed to:

State Water Resources Control Board Accounting Office
Attn: ACL Payment
P.O. Box 1888
Sacramento, CA 95812-1888
The Discharger shall provide a copy of the check via email to the State Water Board, Office of Enforcement ( [email protected]) and to the Los Angeles Water Board ([email protected]). b. The Parties agree that the remaining five million nine hundred eighty thousand dollars ($5,980,000) (SEP amount) of the administrative civil liability shall be utilized to implement the Calas Park Stormwater and Water Quality Improvements Supplemental Environmental Project (Calas Park Stormwater SEP) as described herein and in Attachment B, which is hereby incorporated by reference. The Calas Park Stormwater SEP is designed to capture and pre-treat

2.8 acre-feet of stormwater annually, and then infiltrate the stormwater onsite through the use of underground storage vaults, bioswales, rain gardens, and infiltration galleries.

Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

5 c. The State Water Board’s May 3, 2018 Policy on Supplemental Environmental Projects (SEP Policy) section VIII.B. provides:

Unless otherwis
e permitted by statute or approved by the Director of
[the Office of Enforcement (OE)] based on a finding of compelling justification due to exceptional circumstances . . . no settlement shall be approved by the Water Boards that fund a [Supplemental Environmental Project (SEP)] in an amount greater than 50 percent of the total adjusted monetary assessment against the settling party.

The total adjusted monetary assessment is the total amount assessed, exclusive of a Water Board’s investigativ e and enforcement costs.

The Director of OE may approve a proposed settlement to fund a SEP in an amount greater than 50 percent of the total adjusted monetary assessment in cases where the SEP is located in or benefits a disadvantaged community , an environmental justice community, a community that has a financial hardship, or where the SEP substantially furthers the human right to water . The Calas Park Stormwater SEP is within areas that have a Disadvantaged Community (DAC) score within the top 25%, as found in the CalEnviroScreen 4.0. The particular tract in which Calas Park is located scored in the 92
nd percentile as a DAC.

Pursuant to the Director of OE’s April 30, 2021 memorandum on approving disadvantaged community and environmental justice SEPs greater than 50 percent of the total adjusted monetary assessment (SEP Memo), more than 50 percent to the total adjusted monetary assessment may be dedicated to the SEP because it is located in and/or benefits a disadvantaged community as described in Attachment B. Notice and an opportunity to object was provided to the Director of OE.

3. SEP Requirements: The Parties agree that the SEP Amount specified in Section III, paragraph 2.b., is for the Calas Park Stormwater SEP identified in Attachment B and that SEP Amount shall be treated as a suspended administrative civil liability at the time of project completion for purposes of this Stipulated Order. The Los Angeles Water Board is entitled to recover any SEP funds that are not expended in accordance with this Stipulated Order. Detailed project descriptions, including milestones, budgets, and performance measures are attached hereto as Attachment B.

4. Representation of the Discharger: As a material consideration for the Los Angeles Water Board’s acceptance of this Order, the Discharger represents that it will utilize Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

6 the SEP Amount to implement the Calas Park Stormwater SEP in accordance with terms and conditions described in this Stipulated Order and Attachment B. The Discharger understands that its commitment to implement the Calas Park Stormwater SEP in accordance with the schedule and deliverables for implementation is a material condition of this settlement of liability between the Parties.

5. Nexus to the Violation: The SEP Policy requires that a SEP have a nexus to the alleged violation. (SEP Policy, section VIII.F.) The Calas Park Stormwater SEP has a geographic nexus to Violation 1 as it is within the same watershed (Dominguez Channel) and approximately two miles from the location of the sanitary sewer overflow alleged under Violation 1; the Calas Park Stormwater SEP also has a geographic nexus to Violation 2 as it is within 50 miles of the sanitary sewer overflows alleged under Violation 2. The Calas Park Stormwater SEP will reduce the potential for several types of pollutants, including bacteria and metals, to enter the Dominguez Channel.

6. SEP C ategories: The SEP Policy provides for seven categories of SEPs . (SEP Policy, section V.) The Calas Park Stormwater SEP falls under the “Pollution Prevention” and “Pollution Reduction” categories . The project will capture and infiltrate stormwater, thus reducing the mobilization of stormwater -associated pollutants such as zinc and bacteria from the drainage area, and reducing the volume and magnitude of stormwater runoff to the Dominguez Channel. In addition, the construction of the project, and the included stormwater education signage, will promote public awareness and education regarding urban runoff and the need to prevent pollution and protect water quality.

7. SEP Oversight: The City of Carson Public Works Department will implement the Calas Park Stormwater SEP on behalf of the Discharger . The Los Angeles Water Board will provide additional oversight of the Calas Park Stormwater SEP, which includes, but is not limited to, updating regulatory and records databases, reviewing and evaluating progress, conducting site inspections, reviewing the final completion report, and verifying appropriate expenditure of the SEP Amount.

8. SEP Completion Date: Pursuant to SEP Policy section VIII.B., the Director of OE may approve a project implementation schedule memorialized in a stipulated order allowing for a SEP to be completed within 48 months based on a finding that a SEP provides an exceptional environmental benefit. On June 1, 2023, the Director of OE granted the Prosecution Team’s request for the 48- month project implementation schedule through issuance of the Director of the Office of Enforcement’s Findings of Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

7 Exception Environmental Benefit for the Calas Park Stormwater SEP with a 48- Month Project Schedule, based on finding an exceptional environmental benefit.

9. Reporting Requirements for the SEP: The Discharger will provide the following reports to the Los Angeles Water Board:
a. Quarterly Reports: Quarterly Reports must be submitted in accordance with the schedule provided in Attachment B (i.e., by May 1, August 1, November 1, and February 1 each year). The first Quarterly Report is due on February 1, 2024, and is to cover the period of October through December 2023. The Quarterly Reports must
describe the tasks completed and funds expended during the previous quarter, and proposed work for the following quarter . In addition, the Quarterly Reports must describe whether the Discharger is in compliance with the milestones and deadlines contained in Attachment B, and if not, the cause(s) of the delay(s) and the anticipated date of compliance with this Stipulated Order.

The Quarterly Reports may also include des criptions and photos of activities completed during the previous quarter and an analysis of the Calas Park Stormwater SEP’s progress.
b. Certification of SEP Completion: No later than 54-months after the effective date of the Stipulated Order, the Discharger must submit a final report that documents SEP completion and provides a certified statement of SEP completion (Certification of SEP Completion), signed under penalty of perjury, that documents the following:
i. Certification of completion in accordance with the terms of this Stipulated Order, addressing how the expected outcome(s) for the project were met, ii. Certification documenting the expenditures by the Discharger and/or the City of Carson during the completion period for the Calas Park Stormwater SEP, and
iii. Certification that the Discharger and/or the City of Carson followed all applicable environmental laws and regulations in implementing the SEP, including the California Environmental Quality Act, Porter -Cologne Water Quality Control Act, and federal Clean Water Act.

Documentation of SEP completion may include photographs, invoices, receipts, certifications, and other materials reasonably necessary for the Los Angeles Water Board to evaluate SEP completion and the costs incurred.

Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

8 10. Publicity Associated with the SEP: Whenever the Discharger or its agents (City of Carson) publicizes one or more SEP elements, it shall state in a prominent manner that the project is undertaken as part of a settlement of a Los Angeles Water Board enforcement action against the Discharger.

11. Site Inspections: D elivery of the SEP amount by the Discharger to the City of Carson will be conditioned upon (a) the Los Angeles Water Board staff being permitted by the City of Carson to inspect the Calas Park Stormwater SEP implementation locations during normal business hours, provided reasonable notice is provided to the City of Carson, and (b) the City of Carson providing access to documents associated with Calas Park Stormwater SEP implementation for review by Los Angeles Water Board staff upon request.

12. SEPs are Above and Beyond the Discharger’s Obligations: The Calas Park Stormwater SEP included in this Stipulated Order contains only measures that go above and beyond the Discharger’s obligations. The Calas Park Stormwater SEP is not part of the Discharger’s normal business nor is the Discharger otherwise legally required to implement any portion of the Calas Park Stormwater SEP.

13. No Benefit to Los Angeles Water Board Functions, Members, or Staff: The Calas Park Stormwater SEP provides no direct fiscal benefit to the Los Angeles Water Board’s functions, its members, its staff, or any family member of staff.

14. Los Angeles Water Board Not Liable: The Los Angeles Water Board and its members, staff, attorneys, and representatives shall not be liable for any injury or damage to persons or property resulting f rom negligent or intentional acts or omissions by the Discharger or its directors, officers, employees, agents, representatives, or contractors in carrying out activities pursuant to this Stipulated Order.

15. Third Party Audit: The SEP Policy requires that if a project has a direct cost of over one million dollars, the Discharger must have a third-party financial audit performed after the completion of the project. Pursuant to Section IX.I of the SEP Policy, the Discharger shall submit an audit report prepared by an independent third party, acceptable to the Los Angeles Water Board, providing such party’s professional opinion that the Discharger has expended money in the amount claimed by the Discharger. This audit report shall be at the sole cost of the Discharger and shall be submitted within six (6) months of the SEP Completion Date. The audit need not address any costs incurred by the Los Angeles Water Board for SEP oversight.

Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

9 16. Request for Extension of Completion Date: If the Discharger anticipates delay in the schedule for any milestone or deadline resulting in the need to extend the Completion Date, the Discharger, and/or the Discharger ’s agents, shall notify the Executive Officer in writing at least thirty (30) days prior to the deadline or completion date of the event or circumstance that caused delay. The notice shall describe the reason for the inability to complete the milestone deadline or the SEP by the SEP Completion Date and specifically refer to this Paragraph. The notice shall describe the anticipated length of time the delay may persist, the cause or causes of the delay including whether the circumstance(s) was beyond the reasonable control of the Discharger and/or the Discharger’s agents (e.g., City of Carson) , the measures taken or to be taken to minimize the delay, and provide an updated milestone schedule by which the measures will be implemented. The Discharger shall adopt all reasonable measures to avoid and minimize such delays.

The determination as to whether the circumstances were beyond the reasonable control of the Discharger, and/or the Discharger’s agents will be made by the Executive Officer. Where the Executive Officer concurs that compliance was or is impossible, despite timely good faith efforts, due to circumstances beyond its control that could not have been reasonably foreseen and prevented by the exercise of reasonable diligence by the Discharger and/ or the Discharger’s agents, a new compliance deadline shall be established. The Executive Officer will endeavor to grant a reasonable extension of time if warranted.

17. Failure to Expend the SEP Amount on the Approved SEP: If the Discharger is not able to demonstrate to the reasonable satisfaction of the Executive Officer that the entire SEP Amount was spent on the completed Calas Park Stormwater SEP, the Discharger shall pay the difference between the SEP Amount and the amount the Discharger can demonstrate was actually spent on the Calas Park Stormwater SEP (the Difference). The Executive Officer shall issue a “Notice of Violation” that will require the Discharger to pay the Difference to the State Water Pollution Cleanup and Abatement Account within thirty (30) days of the Notice of Violation’s issuance date. The Discharger shall submit payment consistent with the payment method described in Section III, paragraph 2.a., above. Payment of the Difference shall satisfy the Discharger’s obligations to implement the Calas Park Stormwater SEP.

18. Failure to Complete the SEP: If the Calas Park Stormwater SEP is not fully implemented by the SEP Completion Date listed in Attachment B, or if there has been a material failure to satisfy a project milestone necessary to implement the Calas Park Stormwater SEP, the Executive Officer shall issue a “Notice of Failure to Complete SEP”. The amount of suspended liability owed shall be determined via a Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

10 Motion for Payment of Suspended Liability before the Los Angeles Water Board or its delegee. The Discharger shall be liable to pay the entire SEP Amount, or, if shown by the Discharger, some portion thereof less the value of any completed milestones as stipulated to by the Parties in writing, or as determined by the Motion for Payment of Suspended Liability. Unless the Los Angeles Water Board or its delegee determines otherwise, the Discharger shall not be entitled to any credit, offset, or reimbursement from the Los Angeles Water Board for expenditures made on the Calas Park Stormwater SEP prior to the issuance date of the Notice. Within thirty (30) days of the Los Angeles Water Board’s or its delegee’s determination of the suspended liability amount assessed for the Discharger to pay, the Discharger shall submit payment consistent with the payment method described in Section III, paragraph 2.a., above. Payment of the assessed amount shall satisfy the Discharger’s obligations to implement the Calas Park Stormwater SEP.

19. Replacement SEP: If there is a material failure, in whole or in part, to perform the Calas Park Stormwater SEP described in Section III, paragraph 2. b., and Attachment B, due to circumstances beyond the control of the Discharger and/or the Discharger’s agents ( e.g., the City of Carson ), and the Los Angeles Water Board does not move to collect the Payment of Suspended Liability amount as provided in Section III, paragraph 18, above, the Parties agree that the Discharger may propose a Replacement SEP. Whether there is a material failure to perform the Calas Park Stormwater SEP described in Section III, paragraph 2.b., and Attachment B shall be determined by the Executive Officer. The Discharger shall have sixty (60) days from the date of the Executive Officer’s determination to propose a Replacement SEP(s).

The cost of the Replacement SEP shall be for the entire SEP A mount, or some portion thereof less the value of any completed milestones as stipulated to by the Parties in writing and shall be treated as a suspended liability subject to the same conditions provided for the SEP being replaced. The terms and conditions of the Replacement SEP shall be memorialized in a Supplemental Agreement to this Stipulated Order, signed by both parties and approved by the Los Angeles Water Board or its delegee. The Replacement SEP shall meet the criteria in the SEP Policy, and shall be complet ed within 36 months of the Los Angeles Water Board’s or its delegee’s approval of the Supplemental Agreement (Replacement SEP Completion Date). The Executive Officer may grant an extension for good cause shown as to why the Replacement SEP cannot be completed by the Replacement SEP Completion Date. The Parties agree that, unless requested by the Executive Officer, the Supplemental Agreement will not be subject to public notice and comment so long as the initial notice and comment period complied with federal and/or state requirements. If there is a material failure to perform a Replacement SEP, then the Executive Officer shall issue a “Notice of Failure to Complete SEP” as described in Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

11 Section III, paragraph 18. The Discharger shall not have an opportunity to propose a second Replacement SEP should it fail to complete the Replacement SEP for any reason.

20. Los Angeles Water Board Acceptance of Completed SEP: Upon the Discharger’s satisfaction of its obligations under this Stipulated Order, the completion of the Calas Park Stormwater SEP and any audits, the designated Los Angeles Water Board or its delegee shall issue a “Satisfaction of Order.” The issuance of the Satisfaction of Order will terminate any further obligation of the Discharger under this Stipulated Order and permanently suspend the SEP Amount.

21. Compliance with Applicable Laws and Regulatory Changes: The Discharger understands that payment of an administrative civil liability in accordance with the terms of this Stipulated Order and/or compliance with the terms of this Stipulated Order is not a substitute for compliance with applicable laws, and that additional violations of the type alleged may subject it to further enforcement, including additional administrative civil liabilities. Nothing in this Stipulated Order shall excuse the Discharger from meeting any more stringent requirements which may be imposed hereafter by changes in applicable and legally binding legislation or regulations.

22. Party Contacts for Communications Related to Stipulated Order:

For the Los Angeles Water Boar
d:

Russ Colby, Environmental Program Manager
Los Angeles Regional Water Quality Control Board
(213) 620-6375
[email protected]
For the Discharger:

Lysa Gaboudian, Supervising Engineer
Los Angeles County Sanitation Districts
(562) 908-4288, extension 2811
[email protected]

23. Attorneys’ Fees and Costs: Except as otherwise provided herein, each Party shall bear all attorneys’ fees and costs arising from the Party’s own counsel in connection with the matters set forth herein.

24. Covered Matters: Upon the Los Angeles Water Board’s or its delegee’s adoption of this Order, this Order presents a final and binding resolution and settlement of the Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

12 alleged violations in this Stipulated Order. The provisions of this Paragraph are expressly conditioned on the full payment of the administrative civil liability by the deadline specified in Section III, paragraph 2.a. , and the successful completion of the Calas Park Stormwater SEP as outlined in this Stipulated Order and Attachment B, or full payment of the associated SEP Amount.

25. Public Notice: The Discharger understands that this Stipulated Order will be noticed for a thirty (30)-day public review and comment period prior to consideration by the Los Angeles Water Board, or its delegee. If significant new information is received that reasonably affects the propriety of presenting this Stipulated Order to the Los Angeles Water Board, or its delegee, for adoption, the Assistant Executive Officer may unilaterally declare this Stipulated Order void and decide not to present it to the Los Angeles Water Board, or its delegee. The Discharger agrees that it may not rescind or otherwise withdraw its approval of this proposed Stipulated Order.

26. Procedure: The Parties agree that the procedure that has been adopted for the approval of the settlement by the Parties and review by the public, as reflected in this Order, will be adequate. In the event procedural objections are raised prior to this Stipulated Order becoming effective, the Parties agree to meet and confer concerning any such objections, and may agree to revise or adjust the procedure as necessary or advisable under the circumstances.

27. No Waiver of Right to Enforce: The failure of the Prosecution Team or Los Angeles Water Board to enforce any provision of this Stipulated Order shall in no way be deemed a waiver of such provision, or in any way affect the validity of this Stipulated Order. The failure of the Prosecution Team or Los Angeles Water Board to enforce any such provision shall not preclude it from later enforcing the same or any other provision of this Stipulated Order except the Los Angeles Water Board must comply with applicable requirements regarding timeliness of bringing action. No oral advice, guidance, suggestions, or comments by employees or officials of any Party regarding matters covered under this Stipulated Order shall be construed to relieve any Party regarding matters covered in this Stipulated Order. The Los Angeles Water Board reserves all rights to take additional enforcement actions, including without limitation, the issuance of administrative civil liability complaints or orders for violations other than those addressed by this Order.

28. Effect of Stipulated Order: Except as expressly provided in this Stipulated Order, nothing in this Stipulated Order is intended nor shall it be construed to preclude the Los Angeles Water Board or any state agency, department, board or entity or any local agency from exercising its authority under any law, statute, or regulation.

Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

13 29. Interpretation: This Stipulated Order shall not be construed against the party preparing it, but shall be construed as if the Parties jointly prepared it and any uncertainty and ambiguity shall not be interpreted against any one party.

30. Modification: This Stipulated Order shall not be modified by any of the Parties by oral representation whether made before or after the execution of this Order. All modifications must be made in writing and approved by the Los Angeles Water Board or its delegee.

31. Integration: This Stipulated Order constitutes the entire agreement between the Parties and may not be amended or supplemented except as provided for in this Stipulated Order.

32. If Order Does Not Take Effect: The Discharger’s obligations under this Stipulated Order are contingent upon the entry of the Order of the Los Angeles Water Board as proposed. In the event that this Stipulated Order does not take effect because it is not approved by the Los Angeles Water Board, or its delegee, or is vacated in whole or in part by the State Water Board or a court, the Parties acknowledge that the Prosecution Team may proceed to a contested evidentiary hearing before the Los Angeles Water Board to determine whether to assess an administrative civil liability for the underlying alleged violations, or may continue to pursue settlement.

The Parties agree that all oral and written statements and agreements made during the course of settlement discussions will not be admissible as evidence in any subsequent admini strative or judicial proceeding or hearing and will be fully protected by California Evidence Code sections 1152 and 1154; California Government Code section 11415.60; Rule 408, Federal Rules of Evidence; and any other applicable privilege under federal and/or state law. The Parties also agree to waive any and all objections related to their efforts to settle this matter, including, but not limited to:
a. Objections related to prejudice or bias of any of the Los Angeles Water Board members or their advisors and any other objections to the extent that they are premised in whole or in part on the fact that the Los Angeles Water Board members or their advisors were exposed to some of the material facts and the Parties settlement positions, and therefore may have formed impressions or conclusions, prior to conducting any contested evidentiary hearing in this matter; or
Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

14 b. Laches or delay or other equitable defenses based on the time period that the Order or decision by settlement may be subject to administrative or judicial review.

33. Waiver of Hearing: T
he Discharger has been informed of the rights provided by Water Code section 13323, subdivision (b), and, if the settlement is adopted by the Los Angeles Water Board or its delegee, hereby waives its right to a hearing before the Los Angeles Water Board prior to the Stipulated Order’s adoption. However, should the settlement not be adopted, and should the matter proceed to the Los Angeles Water Board or State Water Board for hearing, the Discharger does not waive the right to a hearing before an order is imposed.

34. Waiver of Right to Petition: Except in the instance where the settlement is not adopted by the Los Angeles Water Board, the Discharger hereby waives the right to petition the Los Angeles Water Board’s adoption of the Stipulated Order to the State Water Board, and further waives the right, if any, to appeal the adopted Stipulated Order to a California Superior Court and/or any California appellate level court.

35. Covenant Not to Sue: The Discharger covenants not to sue or pursue any administrative or civil claim(s) against any State Agency or the State of California, their officers, Board Members, employees, representatives, agents, or attorneys arising out of or relating to any matter expressly addressed by this Stipulated Order.

36. Authority to Bind: Each person executing this Stipulated Order in a representative capacity represents and warrants that they are authorized to execute this Order on behalf of and to bind the entity on whose behalf the Order is executed.

37. Necessity for Written Approvals: All approvals and decisions of the Los Angeles Water Board under the terms of this Stipulated Order shall be communicated to the Discharger in writing. No oral advice, guidance, suggestions, or comments by employees or officials of the Los Angeles Water Board regarding submissions or notices shall be construed to relieve the Discharger of its obligation to obtain any final written approval required by this Stipulated Order.

38. No Third Party Beneficiaries: This Stipulated Order is not intended to confer any rights or obligation on any third party or parties, and no third party or parties shall have any right of action under this Stipulated Order for any cause whatsoever.

39. No Admission of Liability/No Waiver of Defenses: In settling this matter, the Discharger does not admit to any of the allegations stated herein or admit to any violations of the Water Code, or any other federal, State, or local law or ordinance, Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System

15 but recognizes that this Stipulated Order may be used as evidence of a prior enforcement action against the JOS and/or County Sanitation District Nos. 2, 5, 8, 15, 16, and/or 21, consistent with Water Code sections 13327 and 13385, subdivision (e). By entering into this Stipulated Order, the Discharger does not waive any defenses or arguments related to any new enforcement action the Los Angeles Water Board may bring in the future.

40. Severability: This Stipulated Order is severable; should any provision be found invalid, the remainder shall remain in full force and effect.

41. Effective Date: This Stipulated Order shall be effective and binding on the Parties upon the date the Los Angeles Water Board, or its delegee, enters the Order incorporating the terms of this Stipulated Order.

42. Counterpart Signatures: This Order may be executed and delivered in any number of counterparts, each of which when executed and delivered shall be deemed to be an original, but such counterparts shall together constitute one document. Further, this Stipulated Order may be executed by facsimile or electronic signature, and any such facsimile or electronic signature by any Party hereto shall be deemed to be an original signature and shall be binding on such Party to the same extent as if such facsimile or electronic signature were an original signature.

Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts’ Joint Outfall System IT IS SO S TIPULATED.

California Regional Water Quality Control Board, Los Angeles Region Prosecution Team

By:

Hugh Marley Date
Assistant Executive Officer
County
Sanitation District No. 2 of Los Angeles County on behalf of the Joint Outfall System

By:

Robert C. Ferrante Date
Chief Engineer and General Manager
16 Approved as to Form:

By:

Nicole E. Granquist Date
Downey Brand LLP
Special Counsel for County Sanitation District
No. 2 of Los Angeles County/JOS
Settlement Agreement and Stipulation for Entry of Administrative Civil Liability Order R4-2023-0088
Los Angeles County Sanitation Districts

HAVING CONSIDERED THE PARTIES’ STIPULATIONS, THE LOS ANGELES REGIONAL WATER QUALITY CONTROL BOARD FINDS THAT:
17 1. The foregoing Stipulation is fully incorporated herein and made part of this Order.

2. This is an action to enforce the laws and regulations administered by the Los Angeles Water Board. The Los Angeles Water Board finds that issuance of this Order is exempt from the provisions of the California Environmental Quality Act (Public Resources Code, sections 21000 et seq.), in accordance with section 15321, subdivision (a)(2), Title 14, of the California Code of Regulations.

3. The Executive Officer of the Los Angeles Water Board is authorized to refer this matter directly to the Attorney General for enforcement if the Discharger fails to perform any of its obligations under this Order.

Pursuant to Water Code section 13323 and Government Code section 11415.60, IT IS HEREBY ORDERED on behalf of the California Regional Water Quality Control Board, Los Angeles Region.

Susana Arredondo Date
Executive Officer
Los Angeles Regional Water Quality Control Board
Attachment A: Penalty Calculation Methodology
Attachment B: Calas Park Stormwater and Water Quality Improvements Supplemental Environmental Project Workplan
Susana
Arredondo
Digitally signed by
Susana Arredondo
Date: 2024.01.17
16:21:30 -08'00'
1/17/24

ATTACHMENT A

PENALTY CALCULATION METHODOLOGY
ORDER NO. R4-2023-0088
FOR
LOS ANGELES COUNTY SANITATION DISTRICTS’ JOINT OUTFALL SYSTEM

SANITARY SEW
ER OVERFLOWS (2018-2022)1

LOS ANGELES COUNTY
This document provides details to support a discretionary administrative civil liability in response to the Los Angeles County Sanitation Districts’ Joint Outfall System ’s (JOS or Discharger) violation of California Water Code (CWC) section 13376, Clean Water Act section 301, and the State Water Resources Control Board (State Water Board) Statewide General Waste Discharge Requirements for Sanitary Sewer Systems , Order No. 2006 - 0003-DWQ (SSS WDR) for sanitary sewer overflows (SSOs) which took place from January 25, 2018 through September 6, 2022.

The Los Angeles Regional Water Quality Control Board ( Los Angeles Water Board) Prosecution Team has derived the proposed administrative civil liability following the State Water Resources Control Board’s ( State Water Board’s) 2017 Water Quality Enforcement Policy2 (Enforcement Policy).

Application of the Enforcement Policy
The Enforcement Policy establishes a methodology for assessing administrative civil liability considering specific factors required by CWC sections 13327 and 13385, subdivision (e) , including “…the nature, circumstance, extent, and gravity of the violation or violations, whether the discharge is susceptible to cleanup or abatement, the degree of toxicity of the discharge, and, with respect to the violator, the ability to pay, the ef fect on its ability to continue its business, any voluntary cleanup efforts undertaken, any prior history of violations, the degree of culpability, economic benefit or savings, if any, resulting from the violation, and other matters that justice may requir e.” This document applies the methodology associated with the Enforcement Policy’s steps, as discussed in detail below.

Summary of Alleged Violations
This administrative civil liability addresses alleged Category 1 violations of the SSS WDR that occurred between January 25, 2018, and September 6, 2022. Category 1 spills are 1 This administrative civil liability addresses all overflows from January 25, 2018 through September 6, 2022 other than the December 25, 2020 spill of 222,542 gallons from the sewage force main at the Long Beach Water Reclamation Plant (CIWQS spill ID 871320). The Los Angeles Water Boar
d reserves its right to undertake separate discretionary enforcement for that event. 2https://www.waterboards.ca.gov/board_decisions/adopted_orders/resolutions/2017/040417_9_fin al%20adopted%20policy.pdf

Attachment A to Order R4-2023-0088 Page 2
Los Angeles County Sanitation Districts Sanitary Sewer Overflows discharges of untreated or partially treated wastewater resulting from a sanitary sewer system failure in which the spill reaches surface water and/or a drainage channel tributary to a surface water; or reaches a Municipal Separate Storm Sewer System (MS4) and are not fully captured and returned to the sanitary sewer system or not otherwise captured and disposed of properly. Violation 1 took place on December 30-31, 2021, and is the discharge of over eight million gallons of untreated wastewater to the Dominguez Channel Estuary, a water of the United States. Violation 2 is an aggregate of the 13 additional Category 1 SSOs to waters of the United States that occurred between January 25, 2018, and September 6, 20223.
3 As noted in footnote 1, these 13 spills do not include the December 25, 2020, spill of 222,542 gallons from the sewage force main at the Long Beach Water Reclamation Plant (CIWQS spill ID 871320).

Table 1, below, summarizes the alleged violations that are the subject of this liability assessment, and the Enforcement Policy factors that were used to determine a liability. The remainder of this document contains a full description of each violation, a complete assessment of the factors used to determine the base liability for each violation, and a discussion of the additional factors used to determine the final proposed liability.

Legal Considerations
The Los Angeles County Sanitation Districts is a confederation of 24 independent special districts that serve wastewater and solid waste management to approximately 5. 5 million people in Los Angeles County. Pursuant to a Joint Outfall Agreement effective July 1, 2022, 17 of the 24 special districts proportionally share ownership and operation of the JOS , a regional interconnected system of wastewater conveyance and treatment facilities that include 1,220 miles of sewers to convey approximately 350 million gallons per day of wastewater to 7 wastewater treatment plants. The events described herein all occurred within the JOS. These special districts include Los Angeles County Sanitation Districts Nos. 1, 2, 3, 5, 8, 15, 16, 17, 18, 19, 21, 22, 23, 28, 29, and 34, and South Bay Cities Sanitation District of Los Angeles County. County Sanitation District No. 2 of Los Angeles County acts as the Administrative District on behalf of the JOS for various purposes, including entering agreements, such as the settlement agreement and stipulated order .

The Discharger has
been subject to the SSS WDR since its adoption in 2006.

The SSS WDR prohibits SSO s that result in the discharge of untreated wastewater to surface waters. In particular, Prohibition C.1 states “Any SSO that results in a discharge of untreated or partially treated wastewater to waters of the United States is prohibited .” In addition, the discharge of wastewater to waters of the United States without a permit is a violation of CWC section 13376 and Clean Water Act section 301.

Attachment A to Order R4-2023-0088 Page 3
Los Angeles County Sanitation Districts Sanitary Sewer Overflows On 1 4 separate occasions between January 25, 2018, and September 6, 2022, the Discharger discharged over 8.5 million gallons (total) of untreated domestic and municipal wastewater from its collection system to waters of the United States. The Discharger did not file a report of waste discharge or have a permit to discharge pollutants into waters of the United States. Therefore, these discharges were in violation of the SSS WDR, CWC section 13376, and Clean Water Act section 301.

A discharger who violates CWC section 13376 or Clean Water Act section 301 is subject to administrative civil liability under CWC section 13385, subdivision (a). Additionally, the unauthorized discharge of untreated wastewater in violation of Prohibition C.1 of the SSS WDR is subject to administrative civil liability under CWC section 13350. The Los Angeles Water Board Prosecution Team has elected to pursue enforcement of the alleged violations pursuant to CWC section 13385, subdivision (a). Liability is as sessed pursuant to CWC section 13385, subdivision (c), which states, in part:

Civil liability may be imposed administratively by the state board or a regional board …in an amount not to exceed the sum of both of the following:
(1) Ten thousand dollars ($10,000) for each day in which the violation occurs. (2) Where there is a discharge, any portion of which is not susceptible to cleanup or is not cleaned up, and the volume discharged but not cleaned up exceeds 1,000 gallons, an additional liability not to exceed ten dollars ($10) multiplied by the number of gal lons by which the volume discharged but not cleaned up exceeds 1,000 gallons.

Table 1: Summary of Violations and Liability Calculations Summary of
Violation
Potential for Harm
Factors
Discharge
Assessment
Factors
Gallons (less
1,000) and days
of discharge
Culpability History of
Violations
C/C4 Total Base
Liability
Amount
Statutory
Maximum

1. Discharge of
8,507,790 gallons of
untreated wastewater
to the Dominguez
Channel Estuary
Toxicity=above
moderate (3)
Harm =major (5)
Susceptibility to
Cleanup or
Abatement = 1
Potential for Harm
Score = 9
Deviation from
Requirement
= major
Per gallon and per
day factor = 0.8
8,506,790
gallons
discharged over
two days
High volume
discharges =
$1/gallon

1.3 1.0 0.8 $7,094,289 $85,087,900

2. Remaining
Category 1 spills that
took place between
January 25, 2018
and September 6,
2022. (See Table 2
for a complete
listing).

Toxicity=above
moderate (3)
Harm =moderate (2)
Susceptibility to
Cleanup or
Abatement = 1
Potential for Harm
Score = 6
Deviation from
Requirement
= major
Per gallon and per
day factor = 0.28
75,046 gallons
discharged over
13 days

1.1 1.0 1.0 $271,182 $880,460
Combined Total Base Liability Amount: $7,365,471
Ability to Pay and Ability to Continue in
Business:

The Discharger has the ability to pay and continue in business. The Discharger’s 2022 Annual Comprehensive Financial Report shows that the Discharger has a net position of over $1.9 billion; as of April 30, 2023, the Discharger has $466 million in total cash and investments.

Economic Benefit: $4,594
Other Factors as Justice May Require: Staff costs = $16,976 Maximum Liability Amount: $85,968,360
Minimum Liability Amount: $5,053
Final Liability Amount: $7,382,4475
4 Cleanup and Cooperation
5 A
s explained in Section II, paragraph 12 of the Stipulated Order, the administrative civil liability was reduced to $6, 000,000 under Enforcement P
olicy, section VI.B. (Settlement Considerations) in consideration of hearing and/or litigation risk.

Attachment A to Order R4-2023-0088 Page 5
Los Angeles County Sanitation Districts Sanitary Sewer Overflows VIOLATION 1:

Discharge of Untreated Wastewater to the Dominguez Channel Estuary On December 30, 2021, Los Angeles Water Board staff were notified by the California Office of Emergency Service (Cal OES) that untreated wastewater was flowing from a manhole at the intersection of 212th Street and Moneta Avenue in the City of Carson. Cal OES reported that untreated wastewater had entered the Dominguez Channel Estuary, a water of the United States. In subsequent communications, the Discharger clarified that the SSO was due to a collapsed sewer line located between the I -110 Freeway northbound off -ramp to 220th Street and a commercial building located at 22029 S . Figueroa Street in the City of Carson.

According to County Sanitation District No. 8’s January 15, 2022 initial SSO Report, the SSO was discovered by a resident at approximately 1:30 p.m. on December 30, 2021. The SSO occurred as a result of the collapse of a 15- foot reach and manhole that caused a total blockage in the 48-inch 216th Street Relocation Trunk Sewer during a significant rain event.

The SSO fully ceased6 at approximately 9:38 p.m. on December 31, 2021. During th e two- day period, untreated wastewater overflowed from two manholes and entered a storm drain catch basin at the intersection at 212 th Street and Moneta Avenue. This catch basin discharges to the Torrance Lateral, which in turn flows into the Dominguez Channel Estuary.

The Dominguez Channel Estuary is a tributary to the Pacific Ocean.

The SSO Report estimated that 8,613,558 gallons of untreated wastewater spilled from the manholes, and of this, 35,000 gallons was recovered prior to reaching surface waters, while 8,578,558 gallons reached the Torrance Lateral. In response to questions from Los Angeles Water Board staff , the Discharger refined its calculations and stated that the spill volume was 8,542,790 gallons, of which 35,000 gallons were recovered prior to reaching surface waters and 8,507,790 gallons of untreated wastewater reached surface waters . The Los Angeles Water Board Prosecution Team agrees with the Discharger’s updated calculations.

Step 1. Actual or Potential for Harm for Discharge Violations The first step for discharge violations is to determine the actual or potential harm to the water body’s beneficial uses by using a three- factor scoring system. Because actual harm is not always quantifiable, potential harm may be used for this factor. 6 The Discharger installed four bypass pumps and the spill temporarily stopped at about 8:00 a.m. on December 31, 2021. However, waste started spilling again at about 10:00 a.m. when the flow within the sewer system increased. A fifth bypass pump was then installed, and the spill was fully contained at 9:38 p.m. o
n December 31, 2021.

Attachment A to Order R4-2023-0088 Page 6
Los Angeles County Sanitation Districts Sanitary Sewer Overflows Factor 1: Degree of Toxicity of the Discharge: 3
The degree of toxicity considers the physical, chemical, biological, and/or thermal characteristics of the discharge, and the risk of damage the discharge could cause to the receptors or beneficial uses. A score between 0 and 4 is assigned. The discharge of untreated wastewater to surface water poses an above moderate risk or a direct threat to potential receptors for at least four reasons:
(1) Excess nutrients, such as nitrogen, phosphorus, and organic matter , are present in untreated wastewater and can cause nutrient over-enrichment in the receiving water. The over-enrichment can result in rapid growth of algae and nuisance plants as well as eutrophic conditions that can lead to oxygen depletion, negatively affecting plant and aquatic life.
(2) Untreated wastewater includes solids that may settle or stay in suspension in the receiving water, affecting aquatic wildlife through ingestion, impacting aesthetic uses throughout the water column, and preventing sunlight from penetrating the water column.

Oil and grease may also be present in untreated wastewater and may float on the surface of a receiving water, causing aesthetic impacts.
(3) Untreated wastewater typically contains high levels of pathogenic microorganisms, including Campylobacter, E. coli, Salmonella, Shigella, Vibrio Cholerae and Yersinia.

These microorganisms are harmful to human health through direct contact, ingestion, or via foodborne pathways such as fish consumption.
(4) Untreated wastewater typically contains ammonia and toxic pollutants (such as metals, hydrocarbons, and synthetic organics) from industrial wastewater sources; these pollutants can cause both chronic and acute toxicity to aquatic life. Although some industrial pollutants may not be completely removed by treatment methods commonly employed at wastewater treatment plants, sanitary sewer overflows eliminate the possibility of any treatment of the wastewater prior to its discharge to surface water, thereby significantly increasing the loading of toxic pollutants to the receiving water and posing greater threats to beneficial uses.

Given the facts above, the discharge of untreated wastewater possesses “an above moder
ate risk or a direct threat to potential human receptors” and a score of 3 is warranted.

Factor 2: Actual Harm or Potential Harm to Beneficial Use s: 5 This factor considers the actual harm or potential harm to beneficial uses that may result from exposure to the pollutants or contaminants in the discharge. A score between 0 and 5 is assigned.

Attachment A to Order R4-2023-0088 Page 7
Los Angeles County Sanitation Districts Sanitary Sewer Overflows Discharges of domestic and municipal wastewater to surface water must typically be treated to a high standard to prevent adverse impacts to human and aquatic life. The December 30- 31, 2021 spill consisted of raw untreated wastewater, which typically contains pathogens, nitrogen, ammonia, total suspended solids, and biochemical oxygen demand. The untreated wastewater entered a storm drain catch basin which discharges to the Torrance Lateral. The Torrance Lateral flows into the Dominguez Channel Estuary, which in turn flows into the Pacific Ocean. According to the Los Angeles Water Board’s Water Quality Control Plan: Los Angeles Region Basin Plan for the Coastal Watersheds of Los Angeles and Ventura Counties (Basin Plan), the existing and potential beneficial uses of the Dominguez Channel Estuary (below Vermont Avenue) are navigation; com
mercial and sport fishing; estuarine
habitat; marine habitat; wildlife habitat; migration of a quatic o rganisms; s pawning, reproduction, and/or early development; and rar e, threatened, or endangered species. The Dominguez Channel Estuary is also designated to be used for non-contact water recreation and water contact recreation, but access is prohibited by Los Angeles County Department of Public Works.

Upon the December 30, 2021 notification of the spill, the Los Angeles County Department of Public Health (LACDPH) closed Cabrillo Beach, Point Fermin Beach, White Point Park Beach, Royal Palm State Beach, and Rancho Palos Verdes Beach. On December 31, 2021, the beach closure was updated to include all eight miles of Long Beach City beaches (under City of Long Beach Health and Human Services’ jurisdiction) and all Los Angeles County beaches north to Rancho Palos Verdes Beach. The Orange County Health Care Ag ency also closed two beaches from December 30, 2021 to January 4, 2022. On January 3, 2022, LACDPH lifted the closure for Portuguese Bend in Rancho Palos Verdes, White Point at Royal Palms Beach, Wilder Addition Park at Point Fermin and Outer Cabrillo Beach in San Pedro. Inner Cabrillo Beach in San Pedro remained closed until January 5, 2022. The City of Long Beach Health and Human Services lifted its beach closures on January 5, 2022.

In response to the spill, the Discharger conducted water quality monitoring at 20 locations for bacteria, ammonia, dissolved oxygen, pH, and metals. Samples were taken upstream and downstream of the spill discharge point into the Torrance Lateral, upstream and downstream of the Torrance Lateral discharge point into the Dominguez Channel Estuary, at the shoreline of four beaches, and offshore of eight beaches. Sampling was delayed by one day after the spill event began due to heavy rain and unsafe conditions. Beach closure status is based on the public health agency’s sampling regime, not the Discharger’s sampling results.

In the Torrance Lateral, bacteria levels downstream of the spill location were higher than upstream until January 12, 2022 (1 3 days after the spill began). Within the Dominguez Channel Estuary, bacteriological sampling ceased on January 7, 2022 (eight days after the s
pill began) because analytical results indicated that water quality had returned to
Attachment A to Order R4-2023-0088 Page 8
Los Angeles County Sanitation Districts Sanitary Sewer Overflows background conditions. Bacteria levels exceeded the Basin Plan Bacteria Marine Objective at the mouth of the Los Angeles Harbor Breakwater on December 31, 2021 and at the I nner Cabrillo Beach on December 31, 2021 and January 2, 2022. Samples collected for ammonia and dissolved oxygen did not show an obvious water quality impact due to the SSO.

In general, untreated wastewater is known to contain solids and organic materials, ammonia, and excessive nutrients, all of which are potentially harmful to habitat-related beneficial uses due to solids deposition, oxygen depletion, and toxicity. Pathogenic organisms harmful to human health (such as Campylobacter, Salmonella, Shigella, Vibrio Cholera, and Yersinia) have the potential to impact other beneficial uses such as contact recreation (here, in the Pacific Ocean), and sport fishing due to direct contact with or ingestion of impacted waters, or indirect contact via foodborne pathways such as fish consumption. Oil, grease, and floatable or suspended materials may harm non- contact water recreation due to aesthetic impacts.

The
Potential for Harm is m ajor (5) because of the high threat to beneficial uses, as evidenced by the multiple miles of beach closures that lasted up to seven days, the elevated bacteria in the Torrance Lateral, the elevated bacteria in the Dominguez Channel Estuary, and the exc eedance of the Basin Plan Bact eria Marine Objective at tw o ocean sampling locations. Wet weather conditions directly preceding the spill event may have contributed to the conditions.

Factor 3: Susceptibility to Cleanup or Abatement: 1
A scor
e of 0 is assigned if the discharger cleans up 50% or more of the discharge within a reasonable time, while a score of 1 is assigned if less than 50% of the discharge is susceptible to clean up, or if 50% of the discharge is susceptible to cleanup or abatement, but the discharger failed to clean up 50% or more of the discharge within a reasonable time.

For t
his case, 8,507,790 gallons spilled into the Torrance Lateral and moved downstream to the Dominguez Channel Estuary, dispersing, and dissipating in the watershed and was not recovered. Less than 50% of the spill was recovered; therefore, a score of 1 is appropriate for this factor.

Final “Potential for Harm” Score”: 9
The scor
es for the three above fact ors are added, resulting in a Potential for Harm score of 9 . This score is then used in Step 2.

Step 2. Assessment for Discharge Violations
T
his step addresses administrative civil liabilities for the spill based on b oth a per-gallon and a per-day basis.

Attachment A to Order R4-2023-0088 Page 9
Los Angeles County Sanitation Districts Sanitary Sewer Overflows

1. Per Gallon Assessment
When there is a discharge, the Los Angeles Water Board is to determine an initial liability amount on a per-gallon basis using the Potential for Harm score and the Extent of Deviation from Requirement.
a. Deviation from Requirement: Major
This factor reflects the extent the alleged violation deviated from the specific requirement at issue, and is expressed as either minor, moderate, or major. A factor of “major” is assigned when the requirement has been rendered ineffective (e.g., the requirement was rendered ineffective in its essential functions).

Prohibition C.1 of the Statewide General Order prohibits any SSO that results in a discharge of untreated or partially treated wastewater to waters of the United States.

Similarly, Clean Water Act section 301 prohibits the point source discharge of any pollutant to waters of the United States, except as authorized by an NPDES permit issued in accordance with CWC section 13376. The Discharger’s unpermitted discharge of untreated wastewater to a water of the United States without a permit renders each requirement ineffective in its essential function of protecting water quality . Therefore, a “major” Deviation from Requirement is appropriate.
b. Per Gallon Factor: 0.8
Using a Potential for Harm score of 9 and a major Deviation from Requirement, Table 1 of the Enforcement Policy prescribes a factor of 0.8 as the Per Gallon Factor for the discharge.
c. Gallons Discharged to Surface Water: 8,507,790 gallons The Discharger’s May 13, 2022 email states 8,507,790 gallons of untreated wastewater reached surface waters. The Prosecution Team has reviewed the Discharger’s calculations and agrees with the volumes.

CWC section 13385, subdivision (c)(2) states that the per-gallon maximum civil liability is $10/gallon multiplied by the number of gallons discharged but not cleaned up over 1,000 gallons. For this violation, the civil liability is based on 8,507,790 gallons minus 1,000 gallons, or 8,506,790 gallons. The Enforcement Policy allows for discharges that exceed 2,000,000 gallons, to use $1/gallon in the penalty calculation instead of the statutory $10/gallon. For this case, the Prosecution Team has elected to us e $1/gallon due to the nature and volume of the discharge . This reduction does not result in an inappropriately small liability.

Attachment A to Order R4-2023-0088 Page 10
Los Angeles County Sanitation Districts Sanitary Sewer Overflows Per Gallon Assessment:

0.8 per gallon factor x 8,506,790 gallons x $1 per gallon = $6,805,432

2. Per Day Assessment
When there is a discharge, the Los Angeles Water Board is to also determine an initial liability amount on a per-day basis using the Potential for Harm score and the extent of Deviation from Requirement.
a. Deviation from Requirement: Major
b. Per Day Factor: 0.8
Using a Potential for Harm score of 9 and a major Deviation from Requirement, Table 2 of the Enforcement Policy prescribes a factor of 0.8 as the Per Day Factor for the discharge.
c. Days of Violation: 2
The spill event took place over two days: December 30-31, 2021.

Per Day Assessment:

0.8 per day factor x 2 days x $10,000 per day = $16,000

3. Initial Liability Amount
The Per Gallon Assessment and the Per Day Assessment are added together to become the initial liability amount for Violation 1.

Initial Liability Amount for Violation 1:
$6,805,432 + $16,000 = $6,821,432
Step 3. Per Day Assessment for Non-D ischarge V iolations The alleged violation is a discharge viol ation. Therefore, this step is not applicable.

Step 4. A
djustment Factors
The E
nforcement Policy states that three additional factors must be considered for potential modification of the liability amount: (a) the Discharger’s degree of culpability, (b) the
Attachment A to Order R4-2023-0088 Page 11
Los Angeles County Sanitation Districts Sanitary Sewer Overflows Discharger’s prior history of violations, and (c) the Discharger’s voluntary efforts to cleanup, or its cooperation with regulatory authorities after the violation.

Culpability: 1.3
The Enforcement Policy states that higher liabilities should result from intentional or negligent violations as opposed to accidental violations. A multiplier between 0.75 and 1.5 is used, with a higher multiplier for intentional misconduct or gross negligence. The information discussed below is taken from the Discharger’s May 4, 2022 third -party audit report.

The 216th Street Relocation Trunk Sewer failed on segment pipe P20116 between manholes 644 and 476. This sewer pipe was a 48-inch diameter unlined reinforced concrete pipe that was approximately 60 years old. On December 30, 2021, a 15- foot length of the pipe collapsed, as well as manhole 476.

Between 2006 and 2021, this section of line had been inspected nine times by Closed Circuit TV (CCTV). The inspection frequency was elevated to yearly between 2016 and 2021. The most recent inspection occurred on December 1, 2021, only 29 days prior to the collapse.

Since at least 2012, the Discharger tested the pH of the pipe and sprayed the pipe with magnesium hydroxide on six-month intervals. The measured pH ranged from 1 to 9 but was most often between 1 and 3. This indicates that the pipe was subject to high levels of acidity, leading to deterioration of the concrete. In fact, portions of the collapsed pipe had a thickness of less than 1”. It is believed that corrosion of the pipeline and manhole was the primary cause of failure and subsequent SSO.

Although the pipe was subject to CCTV inspection, some of the videos were of poor quality and impacted by high water levels in the pipe, there was unclear imagery due to the equipment and/or material on the camera lens, and the magnesium hydroxide coating obscured the view of defects.

On February 10, 2015, the Discharger’s staff prepared an internal memorandum requesting the rehabilitation of Condition 1 and 2 segments
7 of the 216 th Street trunk line within two
years, or by 2017. The section of line that failed had been rated Condition 2. While the Discharger funded and commenced the efforts to replace the line as part of a larger global planned replacement sewer project, the construction process took longer than expected.

The Discharger was in the process of building the replacement sewers (now complete with redundant trunk sewer lines) in the area of the spill when the event occurred. Previously, emergency repairs took place on a portion of the line in 2017, and the initial phase of the global planned replacement sewer project took place in late 2020. If a rehabilitation project 7 The Discharger utilizes a pipe rating system ranging from 1 through 4, with 1 being the worst condition sewers and 4 being the best condition with minimal defects.

Attachment A to Order R4-2023-0088 Page 12
Los Angeles County Sanitation Districts Sanitary Sewer Overflows is taking longer than expected, then a discharger should implement interim measures, if any, to reduce the risk of failure. T he Discharger did not have a formal inspection program for sewer manholes and junction structures at the time of the spill; however, the Discharger has now implemented a formal inspection process as part of the planned programmatic changes.

Based on the above, the Discharger had knowledge of the poor condition of the pipe and knew rehabilitation was necessary. The project, though planned, was delayed, resulting in the discharge of over 8 million gallons of untreated wastewater to surface waters from the collapsed pipe. Therefore, a multiplier of 1.3 is assigned for this violation.

History of Violation: 1.0
When there is a history of repeat violations, the Enforcement Policy requires a minimum multiplier of 1.1, with higher values as appropriate. The Discharger does not have a history of adjudicated violations; therefore, a multiplier of 1.0 is appropriate.

Cleanup and Cooperation: 0.8
This factor reflects the extent to which a discharger voluntarily cooperates in returning to compliance and correcting environmental damage. A multiplier between 0.75 and 1.5 is applied, with a higher multiplier when there is a lack of cleanup or cooperation.

The spill began between 1:30 and 1:35 p.m. on December 30, 2021. The Discharger was notified at 1:50 p.m. on December 30, 2021. The Discharger relied on multiple contractors to respond to the emergency. Access to the spill location was difficult, but it still took over 32 hours, until 9:38 p.m. on December 31, 2021, for the Discharger to stop the spill through the installation of five bypass pumps. It also took over 13 hours, until 3:00 a.m. on December 31, 2021, to excavate, install shoring and secure the sinkhole. After securing the sinkhole, Discharger’s contractor continued to clean up soil and debris through January 2, 2022 and conducted CCTV inspection to assess the condition of the sewer. On January 3, 2022, the downstream sewer was determined to be safe to reestablish the flow. In total, the flow was restored after five days.

While the facts above indicate some problems with the Discharger’s response to the SSO, overall, the Discharger went above and beyond a normally expected response to an SSO and exceeded what was envisioned in the Discharger’s Sanitary Sewer Overflow Response Plan. For example, the Discharger conducted the following activities:
- Enhanced public notification, such as stationing staff at each end of the West 212 th Street t
hroughout the entirety of the SSO event to prevent public contact with wastewater; going door-to-door to speak to affected residents on the evening of December 30th; meeting with residents to understand their concerns on January 3rd; Attachment A to Order R4-2023-0088 Page 13
Los Angeles County Sanitation Districts Sanitary Sewer Overflows releasing public notification flyers in multiple languages; and providing daily updates regarding the spill and progress of cleanup on the Discharger’s website. - Enhanced cleaning activities including working throughout the night of December 31st to flush t
he north side of West 212 th Street; re-flushing the north side of West 212 th Street on Jan
uary 1st; completing additional cleaning and disinfection of driveways and sidewalks on January 3rd; completing additional cleaning and disinfection of the south side of West 212th Street on January 3rd; completing additional cleaning of the north side of West 212th Street on January 5th; providing a mobile car washing service to affected residents; and contracting with a landscaping company to replace topsoil and vegetation in the affected landscaped areas.
- Retaining the services of a third-party consultant to perform an independent audit of the sewer collapse and the Discharger’s response.

Overall, the Dischar
ger’s actions were above the minimum expected in cleaning up and returning to compliance, and therefore warrant a Cleanup and Cooperation factor of 0.8.

Step 5. Total Base Liability Amount
The Total Base Liability Amount is determined by multiplying the following: the Initial Liability, the degree of culpability factor, the history of violations factor, and the cleanup and cooperation factor.

Total Base Liability Amount: Violation 1
$6,821,432 x 1.3 x 1.0 x 0.8 = $7,094,289
VIOLATION 2:

Remaining Category 1 Spills From
January 25, 2018 through September 6, 2022
Between January 25, 2018 and September 6, 2022, the Discharger reported 13 sanitary sewer overflows8 of untreated wastewater that entered surface waters. The Discharger has attributed these sanitary sewer overflows to operational and structural failures, including root intrusion, grease deposition, the presence of debris, and a lack of hydraulic capacity in the sewer. The 13 spills are listed in Table 2, below. Each incident is of similar magnitude and is therefore considered together instead of individually. 8 These 13 spills do not include the Carson spill (CIWQS Spill ID 878549) which is the subject of Violat
ion 1, or the December 25, 2020 spill of 222,542 gallons from the sewage force main at the Long Beach Water Reclamation Plant (CIWQS Spill ID 871320). The Los Angeles Water Board reserves its
right to undertake discretionary enforcement for the Long Beach spill.

Attachment A to Order R4-2023-0088 Page 14
Los Angeles County Sanitation Districts Sanitary Sewer Overflows Table 2: Remaining Category 1 Spills which occurred between January 25, 2018 and September 6, 2022 SSO #
AND
EVENT
ID

SPILL START

AND END
DATES
TOTAL
DAYS

COLLECTION
SYSTEM
SPILL

LOCATION

GALLONS

DISCHARGED

TO SURFACE

WATER AND
WATER
BODY

GALLONS

RECOVERED
FROM

SURFACE
WATER

GALLONS

DISCHARGED

TO SURFACE

WATER, LESS
1,000

GALLONS

CAUSE OF SPILL LIABILITY AT
$10,000/DAY

LIABILITY AT
$10/GALLON

COMBINED

MAXIMUM

LIABILITY

1. 844340
1/25/2018-
1/25/2018 1
County
Sanitation
District No.
15 CS
Hill Drive
Extension
Trunk
8,551 (Rio
Hondo) 0 7,551
Vandalism –
Debris
(rocks/wood)
$10,000 $75,510 $85,510

2. 845320
3/3/2018-
3/3/2018 1
County
Sanitation
District No.
5 CS
South
Inglewood-
Orange
Avenue
Trunk
Extension 2
5,731
(Dominguez
Channel)
0 4,731 Debris from
Construction $10,000 $47,310 $57,310

3. 855878
2/2/2019-
2/2/2019 1
County
Sanitation
District No.
2 CS
District #2
Main Trunk
Sewer
4,415 (Los
Angeles
River)
0 3,415
Other – heavy
rain event
outpaced the
hydraulic capacity
of the sewer due
to
inflow/infiltration.
$10,000 $34,150 $44,150

4. 855879
2/2/2019-
2/2/2019 1
County
Sanitation
District Joint
Outfall CS
Joint Outfall
B Unit 1C
Replacement
3,964 (Los
Angeles
River)
0 2,964
Other – heavy
rain event
outpaced the
hydraulic capacity
of the sewer due
to
inflow/infiltration.
$10,000 $29,640 $39,640

5. 856060
2/11/2019-
2/11/2019 1
County
Sanitation
District No.
16 CS
Chapel
Avenue
Trunk,
Section 3
6,000
(Alhambra
Wash)
6,000 0
Other – Link-Pipe
Repair Sleeve
Failure
$10,000 $0 $10,000
Attachment A to Order R4-2023-0088 Page 15
Los Angeles County Sanitation Districts Sanitary Sewer Overflows SSO #
AND
EVENT
ID

SPILL START

AND END
DATES
TOTAL
DAYS

COLLECTION
SYSTEM
SPILL

LOCATION

GALLONS

DISCHARGED

TO SURFACE

WATER AND
WATER
BODY

GALLONS

RECOVERED
FROM

SURFACE
WATER

GALLONS

DISCHARGED

TO SURFACE

WATER, LESS
1,000

GALLONS

CAUSE OF SPILL LIABILITY AT
$10,000/DAY

LIABILITY AT
$10/GALLON

COMBINED

MAXIMUM

LIABILITY

6. 856635
2/28/2019-
2/28/2019 1
County
Sanitation
District No.
2 CS
Monterey
Park Relief
Trunk Sewer
283 (Los
Angeles
River)
0 0 Vandalism –
Debris (e.g., trash) $10,000 $0 $10,000

7. 860403
8/9/2019-
8/9/2019 1
County
Sanitation
District No.
21 CS
Pomona
Boulevard
Interceptor
Trunk Sewer
835 (San
Jose Creek) 835 0
Contractor
activities
accidentally
punctured the
sewer
$10,000 $0 $10,000

8. 864079
12/29/2019-
12/29/2019 1
County
Sanitation
District No.
5 CS
Prairie
Avenue
Trunk
(District 5)
23,100
(Dominguez
Channel)
0 22,100 Debris – General $10,000 $221,000 $231,000

9. 866253
4/18/2020-
4/18/2020 1
County
Sanitation
District No.
5 CS
Narbonne
Avenue
Trunk,
Section 1
(West)
(District 5)
2,000
(Machado
Lake)
0 1,000
Root Intrusion
from upstream
sewer system
$10,000 $10,000 $20,000

10. 869694
10/9/2020-
10/9/2020 1
County
Sanitation
District No.
5 CS
1919 Artesia
Blvd.,
Gardena, CA
90274
150
(Dominguez
Channel)
0 0
Discharge hose
from Jetter was
not placed
properly into MH
05 2016 for tank
draining.
$10,000 $0 $10,000
Attachment A to Order R4-2023-0088 Page 16
Los Angeles County Sanitation Districts Sanitary Sewer Overflows SSO #
AND
EVENT
ID

SPILL START

AND END
DATES
TOTAL
DAYS

COLLECTION
SYSTEM
SPILL

LOCATION

GALLONS

DISCHARGED

TO SURFACE

WATER AND
WATER
BODY

GALLONS

RECOVERED
FROM

SURFACE
WATER

GALLONS

DISCHARGED

TO SURFACE

WATER, LESS
1,000

GALLONS

CAUSE OF SPILL LIABILITY AT
$10,000/DAY

LIABILITY AT
$10/GALLON

COMBINED

MAXIMUM

LIABILITY

11. 874673
6/9/2021-
6/9/2021 1
County
Sanitation
District No.
5 CS
Narbonne
Avenue
Trunk,
Section 1
(East)
(District 5)
4,725
(Machado
Lake)
0 3,725
Root Intrusion
from upstream
sewer system
$10,000 $37,250 $47,250

12. 877650
11/17/2021-
11/17/2021 1
County
Sanitation
District Joint
Outfall CS
Joint Outfall
B Unit 6J
Trunk Sewer
40,306
(Arroyo Seco
Channel)
17,100 22,206
Residential
plumber made an
unpermitted
lateral connection
to the LACSD
sewer system.
$10,000 $222,060 $232,060

13. 883181
9/6/2022-
9/6/2022 1
County
Sanitation
District Joint
Outfall CS
Via Pinale,
140’ east of
Via Ramon,
Palos Verdes
Estates
8,354
(Malaga
Creek)
0 7,354
Blockage caused
by cut roots, likely
from a private
sewer
$10,000 $73,540 $83,540
Totals: 108,414
gallons
23,935
gallons
75,046
gallons
$130,000 $750,460 $880,460
Attachment A to Order R4-2023-0088 Page 17
Los Angeles County Sanitation Districts Sanitary Sewer Overflows Step 1. Actual or Potential for Harm for Discharge Violations The first step for discharge violations is to determine the actual or potential harm to water quality by using a three- factor scoring system. Because actual harm is not always quantifiable, potential harm may be used for this factor.

Factor 1: Degree of Toxicity of the Discharge: 3
The degree of toxicity considers the physical, chemical, biological, and/or thermal characteristics of the discharge, and the risk of damage the discharge could cause to the receptors or beneficial uses. A score between 0 and 4 is assigned. As described for Violation 1,
the discharge of untreated wastewater poses an above-moderate risk to human or aquatic receptors and therefore warrants a factor of 3 (above moderate).

Factor 2: Actual Harm or Potential Harm to Beneficial Uses : 2 This f
actor considers the actual harm or potential harm to beneficial uses that may result from exposure to the pollutants or contaminants in the discharge. A score between 0 and 5 is assigned.

Discharges of untreated wastewater to surface water must typically be treated to a high standard to prevent adverse impacts to aquatic life. For this violation, there were 13 discharge
s of raw untreated wast ewater, all of which may have contained pathogens, nitroge
n, ammonia, metals, and biological oxygen demand. The SSOs entered the Rio Hondo
, Dominguez Channel, Alhambra Wash, San Jose Creek, Machado Lake, Arroyo Seco Channel, Malaga Creek, and the Los Angeles River. The Basin Plan designa tes existing and potential beneficial uses for these water bodies which includes municipal and domestic supply; warm freshwater habitat; estuarine habitat; wildlife habitat; rare, threatened, or endangered species; migration of aquatic organisms; and spawning, reproduction, and/or early development.

Most of the spills were less than 10,000 gallons. The spills were at various times of the year; in the winter the water bodies could have high flows, resulting in the potential for dilution, while in the summer or fall the water bodies could have low flows with less dilution available and therefore a higher potential impact. A “below moderate” potential for harm is defined as “observed or reasonably expected potential impacts, but based on the characteristics of the discharge and applicable beneficial uses, harm or potential harm to beneficial uses is measurable in the short term, but not appreciable.” Given the size of the SSOs, the impacts to beneficial uses were likely to attenuate without appreciable short term acute or chronic effects. Therefore, a score of 2, below m
oderate, is assigned for this factor.

Attachment A to Order R4-2023-0088 Page 18
Los Angeles County Sanitation Districts Sanitary Sewer Overflows Factor 3: Susceptibility to Cleanup or Abatement: 1
A score of 0 is assigned if the discharger cleans up 50% or more of the discharge within a reasonable time, while a score of 1 is assigned if less tha n 50% of the discharge is susceptible to clean up, or if 50% of the discharge is susceptible to cleanup or abatement, but the discharger failed to clean up 50% or more of the discharge within a reasonable time.

As shown in Table 2, of the 108,414 gallons discharged to surface water, only 23,935 gallons were recovered. Because less than 50% of the discharge was cleaned up, a factor of 1 is assigned.

Final “Potential for Harm” Score”: 6
The scores for the three above factors are added, resulting in a Potential for Harm score of

6. This score is then used in Step 2.

Step 2. Assessment for Discharge Violations
This step addresses administrative civil liabilities for the spill based on both a per-gallon and a per-day basis.

The Deviation from Requirement is major, for the same reasons as described in Violation

1. b. Per Gallon Factor: 0.28
Using a Potential for Harm score of 6 and a major Deviation from Requirement, Table 2 of the Enforcement Policy prescribes a factor of 0. 28 as the Per Gallon Factor for the discharge.
c. Gallons Subject to Administrative Civil Liability: 75,046 gallons As shown in Table 2, 108,414 gallons were discharged to surface water during the 13 SSO events. Of this, 23,935 gallons were recovered.

CWC section 13385, subdivision (c)(2) states that the maximum per -gallon civil liability is $10/gallon multiplied by the number of gallons discharged but not cleaned up over Attachment A to Order R4-2023-0088 Page 19
Los Angeles County Sanitation Districts Sanitary Sewer Overflows 1,000 gallons. Table 2 provides the calculations to show the gallons subject to administrative civil liability for each spill. For example, Spill #1 discharged 8,551 gallons to the Rio Hondo. None of this spill was recovered, and therefore 7,551 gallons are subject to administrative civil liability. Spill #5 discharged 6,000 gallons to the Alhambra Wash; however, because all 6,000 gallons were recovered, there is not a per -gallon penalty for this spill. Similarly, Spill #6 discharged 283 gallons to the Los Angeles River.

Although none of this spill was recovered, because less than 1,000 gallons were discharged, there is not a per-gallon penalty for Spill #6. As shown in the “Total” row of Table 2, the 13 spills resulted in 75,046 gallons that are subject to administrative civil liability.

Per Gallon Assessment:

0.28 per gallon factor x 75,046 gallons x $10 per gallon = $210,129

2. Per D
ay Assessment
When there is a discharge, the Los Angeles Water Board is to determine an initial liability amount on a per -day basis using the Potential for Harm score and the Extent of Deviation from Requirement.
a. Deviation from Requirement: Major
b. Per Day Factor: 0.28
Using a Potential for Harm score of 6 and a major Deviation from Requirement, Table 2 of the Enforcement Policy prescribes a factor of 0.28 as the Per Day Factor for the discharge. This factor is then multiplied by the days of discharge and the maximum per day liability of $10,000/day.
c. Days of Violation: 13
As shown in Table 2, the spills occurred over 13 days.

Per Day Assessment:

0.28 per day factor x 13 days x $10,000 per day = $36,400

3. Initial Liability Amount
The Per Gallon Assessment and the P er Day Assessment are added together to become the Initial Liability Amount for Violation 2.

Attachment A to Order R4-2023-0088 Page 20
Los Angeles County Sanitation Districts Sanitary Sewer Overflows Initial Liability Amount for Violation 2:
$210,129 + $36,400 = $246,529
Step 3. Per Day Assessment for Non-D ischarge V iolations The alleged violations are discharge violations. Therefore, this step is not applicable.

Step 4. Adjustment Factors
The Enforcement Policy states that three additional factors must be considered for potential modification of the liability amount: (a) the Discharger’s degree of culpability, (b) the Discharger’s prior history of violations, and (c) the Discharger’s voluntary efforts to cleanup, or its cooperation with regulatory authorities after the violation.

Culpability: 1.1
The Enf
orcement Policy states that higher liabilities should result from intentional or negligent violations as opposed to accidental violations. A multiplier between 0.75 and 1.5 is to be used, with a higher multiplier for intentional misconduct or gross negligence.

According to the Discharger’s CIWQS spill reports, about 40% of the untreated wastewater dischar
ged for Violation 2 was due to root intrusion or vandalism. How ever, the remaining 60% of the volume discharged was due to lack of hydraulic capacity, failure of a repair, a contractor puncturing a line, improper placement of a jetter hose, cut roots, and an unpermitted connection. The Discharger could have taken actions to prevent or minimize 60% of the volume of untreated wastewater that was discharged. Hence, these spills should not be considered accidental violations.

As described in the May 4, 2022 Audit of Sanitary Sewer Overflow (SSO) in the City of Carso
n, for the five-year period of 2017 to 2021, the Discharger had a spill rate of 0.56 spills per 100 miles of sewer . When compared to local sanitation districts of similar size, the Discharger has a lower spill rate than the City of Los Angeles (LASAN; 1.54 spills/100 miles) but a higher spill rate than Orange County Sanitation District (0.36 spills/100 miles). Based on these facts, it is appropriate to assign a culpability score of 1.1.

History of Violations: 1.0
When t
here is a history of repeat violations, the Enforcement Policy requires a minimum multiplier of 1.1, with higher values as appropriate. The Discharger does not have a history of adjudicated violations; therefore, a multiplier of 1.0 is appropriate.

Attachment A to Order R4-2023-0088 Page 21
Los Angeles County Sanitation Districts Sanitary Sewer Overflows Cleanup and Cooperation: 1.0
This factor reflects the extent to which a discharger voluntarily cooperates in returning to compliance and correcting environmental damage. A multiplier between 0.75 and 1.5 is used, with a higher multiplier when there is a lack of cleanup or cooperation. In this case, the Discharger responded to each spill in a manner that is reasonable and prudent, and as expected for a sewer district of its size. The Discharger appropriately followed its Sanitary Sewer Overflow Response Plan, a component of the 2019 Sewer System Management Plan, as is expected of a discharger enrolled in the SSS WDR. Therefore, a neutral multiplier of 1.0 is assigned.

Total Base Liability Amount: Violation 2
$246,529 x 1.1 x 1.0 x 1.0 = $271,182
Combined Total Base Liability Amount for All Violations The Combined Total Base Liability Amount for Violations 1 and 2 is determined by adding the total base liability amount of each violation. The Com bined Total Base Liability Amount is $7,365,471.

Step 6. Ability to Pay and Continue in Bus iness
The CWC and the Enforcement Policy requi re the Water Boards to consider a discharger’s ability to pay and continue in business wh en imposing administrative civil lia bilities.

In this matter, the Discharger is an ongoing public entity with the ability to r aise revenue to sa
tisfy the proposed liability through the imposition of fees and taxes. In addition, a review of t he
Los A ngel es C ounty Sanitation Districts’ 202 2 Annual C omprehensive Financial Repor
t shows that the Discharger has a net posi tion of over $1.9 billion; as of Apri l 30, 2023, the Discharger has $466 million in total ca sh and investments. Based on publicly available infor
mation, the Discharger has the ability to pay and continue in bus iness.

Step 7. Economic Benef it
The Enf
orcement Policy states that the economic benefit of noncompliance should be calculated using the United States Environmental Protection Agency’s (US EPA) Economic Benefit Model (BEN) liability and financial modeling program. For this case, the total
Attachment A to Order R4-2023-0088 Page 22
Los Angeles County Sanitation Districts Sanitary Sewer Overflows economic benefit of non- compliance was calculated using BEN Version 2022.0.0. Using standard economic principals such as the time- value of money and tax deductibility of compliance costs, BEN calculates a discharger’s economic benefit derived from delaying 9 or avoiding10 compliance with environmental statutes.

The avoided and delayed expenses associated with each alleged violation are outlined below.

Violation 1 was caused by a collapsed pipe segment. Following the SSO, the Discharger rehabilitated the collapsed sewer line by slip lining with a fiberglass reinforced plastic pipe.

This pipe had the most severe condition rating since 2016 and should have been repaired earlier. Due to the current economic situation and increased prices, this delayed pipe rehabilitation resulted in a negligible economic benefit.

Violation 2, SSO CIWQS Event ID 844340 was the result of debris in the pipe from vandalism and the corrective action was to secure the manhole cover with a locking steel strap. Due to the current economic situation, this delayed action resulted in a negligible economic benefit.

Violation 2, SSO CIWQS Event ID 845320 was the result of debris from a construction project. To prevent future recurrence, the Discharger sent a letter to the City of Inglewood requesting their contractors take precautions to prevent debris from entering the sewer. The delayed action resulted in an economic benefit of $1.23.

Violation 2, SSO CIWQS Event ID 855879 was caused by a pressure plate lifting the manhole cover during a rain event . Following the SSO, the pressure plate frame was repaired, but the damage should have been identified and repaired during previous inspection. This delayed repair had a negligible economic benefit. The second action was to change the standard design drawing for the pressure manhole frame; this action should have occurred sooner and could have helped prevent or mitigate the SSO. This delayed action resulted in an economic benefit of $5.89.

Violation 2, SSO CIWQS Event ID 856060 resulted from a Link -Pipe repair sleeve failure.

The Link Pipe was installed in 1999 to cover a crack with root intrusion. The Link Pipe should have been removed much earlier and the pipe rehabilitated with a cured-in-place pipe (CIPP) liner. This delayed pipe rehabilitation resulted in a negligible economic benefit. 9 Delayed costs include expenditures that should have been made sooner, such as manhole or pipe repairs that were made too late to avoid the violation. 10 Avoided costs include expenditures for services that the permittee should have incurred to avoid the incident of noncompliance, such as additional staffing and preventative maintenance.

Attachment A to Order R4-2023-0088 Page 23
Los Angeles County Sanitation Districts Sanitary Sewer Overflows Violation 2, SSO CIWQS Event ID 856635 was caused by debris in the manhole due to vandalism. To prevent future SSOs, two manholes were secured with tack welds. This delayed action resulted in an economic benefit of $1.45.

Violation 2, SSO CIWQS Event ID 866253 resulted from roots in the mainline. To prevent future SSOs, the Discharger constructed an upstream diversion. This location had a previous SSO due to roots, so the upstream diversion should have been installed much sooner. This delayed action resulted in an economic benefit of $131.44.

Violation 2, SSO CIWQS Event ID 869694 was the result of a discharge hose not being properly placed. In response, the Discharger created a preconstruction checklist to prevent a spill of this nature from reoccurring. The need for this checklist should have been identified earlier and this delayed action resulted in an economic benefit of $248.50.

Violation 2, SSO CIWQS Event ID 874673 was caused by roots in the mainline. As a corrective action, real-time level sensors were installed at two different manholes. Two SSOs due to roots had occurred at this location previously, so the real -time level sensors should have been installed sooner. However, the economic benefit from these delayed actions was negligible.

Violation 2, SSO CIWQS Event ID 883181 was also the result of roots. Following the SSO, a SmartCover was installed. No significant economic benefit was identified for this SSO.

Finally, the fourteen SSOs resulted in a combined total of 8,592,269 gallons discharging to surface water. This wastewater should have remained within the collection system to be transported to the wastewater treatment plant for treatment. Due to the SSOs, the cost of treating the 8,592,269 gallons of wastewater was avoided. This avoided cost resulted in an economic benefit of $4,206.

For computational purposes and for purposes of settlement, the penalty payment date was established as February 1, 2023. Based on specific assumptions within the model, the total economic benefit of non
-compliance was determined to be $4,594.

Step 8. Other Factor s as Justice May Require
The Enforcement Policy allows for the costs of investigation and enforcement to be considered under other factors as justice may require. To date, the Los Angeles Water Board Prosecution Team has incurred $16,976 in staff costs associated with the investigation, prepara
tion, and enforcement of the violations. This represents approximately 153 hours of staff time devoted to this matter. No attorneys’ fees are included in this calculation. The Los Angeles Water Board Prosecution Team finds that it is appropriate to increase the Combined
Attachment A to Order R4-2023-0088 Page 24
Los Angeles County Sanitation Districts Sanitary Sewer Overflows Total Base Liability Amount by $16,976 in consideration of investigation and enforcement costs incurred in prosecuting this matter. Increasing the Combined Total Base Liability Amount in this manner serves to create a more appropriate deterrent against future violations.

Step 9. Maximum and Minimum Liability Amounts
Maximum Liability Amount : The maximum liability is found in CWC section 13385 subdivision (c) and is $10,000 per day of violation plus $10 per gallon multiplied by the number of gallons discharged but not cleaned up over 1,000 gallons. The statutory maximum for Violation 1 is $85,087,900 based on two days of violation and a discharge of 8,507,790 gallons. The statutory maximum for Violation 2 is $880,460 based on 13 days of violation and a discharge of 75,046 gallons discharged to a water of the United States , less 1,000 gallons, and was not recovered. The combined total maximum liability for the two violations is $85,968,360.

Minimum Liability Amount: CWC section 13385, subdivision (e) requires that, at a minimum, the economic benefit derived from the violations be recovered. The statutory minimum liability amount for Violations 1- 2 is equal to the economic benefit of $4,594. The Enforcement Policy requires the Water Boards to recover 10% greater than the economic benefit. The economic benefit derived from the violations addressed in this matter is $5,053.

Therefore, the minimum under the Enforcement Policy is $5,053.

Step 10. Final Liability Amount
The Final Liability Amount consists of the added amounts for each violation, with any allowed adjustments, provided the amount is within minimum and maximum liability amounts. The Combined Total Base Liability Amount was added to the investigation and enforcement costs accrued by the Los Angeles Water Board Prosecution Team. The Final Liability Amount is $7,382,447, which is within the minimum and maximum liability amounts. 11 11 As explained in Section II, paragraph 12 of the Stipulated Order, the administrative civil liability was reduced to $6,000, 000 under Enforcement Policy, section VI.B. (Settlement Considerations) in consideration of hearing and/or litigation risk.

CALAS PARK STORMWATER AND WATER QUALITY IMPROVEMENTS

SUPPLEMENTAL ENVIRONMENTAL PROJECT WORKPLAN
PROPOSAL/ WORK PLAN REQUIREMENTS:

Project Title:

Calas Park Stormwater and Water Quality Improvements Supplemental Environmental Project (Calas Park SEP)
Organization proposing the project (including project manager’s name, email address, and phone number; type of organization (public, private, non-profit, etc.):

Los Angeles County Sanitation Districts (public)
Project Manager: Lysa Gaboudian, Supervising Engineer
[email protected]
(562) 908-4288 extension 2811
Third party completing the project including all contact information (If applicable), including Project Manager Name & Contact Information:

City of Carson (public)
Project Manager: Roland Jen, PE, Stormwater Engineer
[email protected]
(310) 952-1700 extension 3523
Names and statement of qualifications and experience for Project Manager:

Roland Jen, PE
Roland is a Licensed Civil Engineer (CA) with 9 years of experience in both public and private stormwater infrastructure projects, water quality analysis, and infrastructure maintenance. He received his B.S. in Civil Engineering with an emphasis on Environmental Hydrology from the University of California, Irvine in 2014. He also holds a B.S. in Biology from the University of California, San Diego. At the City of Carson, Roland works as the Stormwater Engineer managing and developing green infrastructure projects and managing MS4 permit compliance.

Throughout his career, Roland has worked on a variety of projects related to stormwater, encompassing roles such as conceptual design, planning, grant funding, construction, post - construction review, maintenance, and water quality testing in both urban and natural infrastructure. His experience in both private and public enterprises provide a solid foundation to guide the effective development and management of stormwater projects.

Roland’s experience with multi -benefit stormwater infrastructure is extensive. He has worked on several public stormwater projects, notably: South Los Angeles Wetlands Park, Mar Vista Recreation Park BMP, Echo Park Lake Rehabilitation, and the City of Carson’s Carriage Crest Park 2 Stormwater facility. He also has experience in designing and reviewing stormwater treatment and capture devices for private developments. With these projects, he has focused on providing maximum benefit to the general public in the form of improved recreation, climate resilience, and clean water.

Location of the project (city, county, address, watershed):

The Calas Park SEP will be located in Calas Park, which is on E 220th St between Bonita St and S Edgar St in the City of Carson in Los Angeles County. This SEP is located in the Dominguez Channel watershed.

Proje
ct Description (include overall description and identify specific project elements):

This voluntary project is expected to capture, pretreat and infiltrate 2.8 acre-ft of stormwater produced in the drainage area (based on the 85th percentile, 24-hour storm). See Attachment A for drainage map. The proposed project will capture runoff in an underground vault where the water will infiltrate. The project features will involve underground storage vaults, bioswales, rain gardens, infiltration galleries, and other elements that will capture, pre treat, and infiltrate stormwater onsite. Based on the size of an 85 th percentile storm, which occurs on average five times per year, a preliminary estimate of the volume that will be captured and conserved is 2.8 acre-ft per event and 13.8 acre-ft on an annual basis.

Stormwater runoff will be diverted from a storm drain in E 220th Street at South Edgar Street (northeast of the park) and from storm drain inlets in Bonita Street at 223rd Street (southwest of the park). The captured stormwater runoff will flow through a pre-treatment unit (hydrodynamic separator) via a proposed conveyance system before entering an underground storage vault, which will facilitate infiltration into the underlying groundwater. Initial review of available information for groundwater depth, soil type, and groundwater contamination reveals infiltration is possible, and a detailed geotechnical investigation will be conducted as part of the project to determine infiltration rates across the site. In addition, the project proposes a passive irrigation system that will be filled with stormwater for irrigation use of the Calas Park field(s), thereby offsetting the current reliance on potable water for irrigation.

Spec
ific Project Elements:
• Collection and Conveyance System
o Stormwater will be diverted from the existing local storm drain system and directed to the park. Diversions will be constructed along storm drains to capture water quality flows and they will be conveyed to the park in new storm drainpipes. • Pre-Treatment Unit (Hydrodynamic Separator)
o Diverted stormwater will flow through a pre-treatment unit, likely a hydrodynamic separator, prior to entering the underground storage vault. The purpose of this pretreatment is to remove debris and sediment to limit maintenance in the vault. 3 • Underground Storage Vault for Water Quality Treatment (infiltration) o Stormwater will be collected in an underground storage vault where it will be held while it infiltrates into the soil. The vaults will be sized to capture runoff from the 85th percentile storm.
• Harvest and Use (passive turf irrigation)
o A passive irrigation system consisting of shallow storage below the turf will be provided to irrigate the field using captured stormwater. This approach allows for use of stormwater for irrigation, which displaces the use of potable water. • Multi-lingual interpretative signage / displays
o This project will be located underground once complete. Signage and displays will be incorporated into the park to help residents learn about the system and what they can do to improve the quality of urban runoff in their area. Signage associated with the SEP shall state in a prominent manner that the project is being undertaken as part of settlement of a Regional Water Board enforcement action.

Some pro
ject elements will require long-term maintenance , which the City will perform after completion of the SEP on a regular schedule. These activities are described here for informational purposes and are not considered part of the SEP’s Scope of Work. • Collection and Conveyance System
o The collection and conveyance systems will require maintenance similar to what the City currently provides for catch basins and storm drains. Maintenance will focus on debris and sediment removal to ensure design capacity and function remain intact.
• Pre-Treatment Unit (Hydrodynamic Separator)
o The pre-treatment unit will require clean out by vacuum truck prior to each wet season. Additional maintenance may be required depending on the amount of runoff generated each year. The unit is accessible via manhole at the ground surface.
• Underground Storage Vault for Water Quality Treatment (infiltration) o The underground storage vault will have a settling forebay to concentrate any debris or sediment that is not addressed by the pre-treatment unit. The settling forebay will be accessible via manhole and will require annual clean out. • Harvest and Use (passive turf irrigation)
o This passive turf irrigation system will not require ongoing maintenance. Prior to entering the passive turf irrigation system, the water will have already passed through the pre-treatment unit and the settling forebay in the underground vault.

Desc
ribe how the proposed SEP fits into one or more of the following categories (address any that are applicable:
• Pollution Prevention
• Pollution Reduction
The Calas Park SEP will capture and pretreat stormwater runoff, improve onsite water retention 4 and enhancement of groundwater supplies for beneficial use, and substantially reduce remaining stormwater runoff and associated pollutants conveyed to surface waters. This, in turn, will improve public health, and will operate to reduce and/or prevent pollution.

This project will reduce the mobilization of stormwater -associated pollutants (such as zinc and bacteria) from the drainage area, will provide a mechanism by which the stormwater can be made available for beneficial use in the underlying groundwater, and will reduce the surface water risk posed by these constituents to the surrounding communities. In addition, the construction of this project, and the desired stormwater education signage to be included, will promote public awareness and education regarding urban runoff and the need to prevent pollution and protect water quality. Signage associated with the SEP shall state in a prominent manner that the project is being undertaken as part of settlement of a Reg ional Water Board enforcement action.

Expec
ted Benefits or improvements to water quality or beneficial uses:

The project is expected to capture and pretreat up to 2.8 acre-feet of stormwater produced by the drainage area during the water quality rain event and infiltrate that water locally, enhancing the groundwater basin supply that, in turn, can support designated beneficial uses, like municipal and domestic supply (MUN). Pollutant loads will be reduced in surface waters, human health will be further protected, and groundwater supplies will be enhanced for beneficial use.

Nexus b
etween the violations and the project:

The Calas Park SEP is located in the same watershed (Dominguez Channel) and a short distance (approximately 2 miles) from the location of the violations; therefore, the primary benefits of the SEP will be within the immediate geographic area where the violations occurred. The Calas Park SEP will reduce the potential for several types of pollutants, including bacteria and metals, to reach the Dominguez Channel. The Calas Park SEP is both geographically related to the violations (i.e., existing in the same watershed) and designed to reduce the overall risk to the public and the environment through reduction of pollutants.

Is the project located within, or does it benefit, an EJ community, a DAC, or a community that has financial hardship? If yes, describe.

Yes. This project is within areas that have a Disadvantaged Community (DAC) score of CalEnviroScreen 4.0 Top 25%. The particular tract in which Calas Park is located scored in the 92 nd
percentile (see Attachment B). The Calas Park SEP will provide capture and pretreatment of stormwater runoff and facilitate infiltration to groundwater which will beneficially improve the overall health of the watershed and provide a clean source for drinking water in the community.

While the project will be largely underground, the SEP’s public outreach and education on the importance of clean water projects and the City’s efforts to improve water quality through multilingual interpretive displays, exhibits, and interactive features, will promote watershed health and encourage visitors to engage in water conservation, promote stewardship, and educate the public about local water management strategies.

Will
this project further the State Water Board’s core value of human right to water? If yes, 5 describe.

The State of California statutorily recognizes that every human being has the right to safe, clean, affordable, and accessible water adequate for human consumption, cooking, and sanitary purposes. Because the Calas Park SEP specifically intends to facilitate infiltration of stormwater to groundwater, the SEP indirectly supports the State Water Board’s core value of a human right to water. However, because the water supply benefits of the project will not be tracked, this factor is not directly applicable.

Proje
ct readiness, including status of CEQA, permits, and landowner agreements:

As the CEQA lead agency for the project, it is anticipated that the City will be required to conduct environmental review of the proposed project, including preparation of a CEQA document with supporting technical studies, as well as acquisition of regulatory permits. CEQA and any applicable regulatory permits will be initiated once a conceptual design plan is available during the project period of performance (i.e., advanced design is not typically necessary to initiate CEQA). After review of the project concept plan and the associated footprint of construction activities, the appropriate level of CEQA compliance and the applicable regulatory permits will be determined. Based on the current planning for the project, we anticipate an Initial Study/Mitigated Negative Declaration (IS/MND) will be the appropriate level of CEQA documentation to support the project. Due to the proposed excavation activities and proximity to sensitive receptors (i.e., residential uses), technical studies analyzing the construction-related impacts will be prepared, which are anticipated to include an Air Quality Report, Cultural Resources Report, Greenhouse Gas Emissions, and Noise and Vibration. If any biological or jurisdictional resources have the potential to be impacted during implementation of the proposed project, the appropriate regulatory permits would be initiated and prepared, typically commencing prior to the release of the Draft IS/MND document and requiring 6 -12 months, dependent on agency reviews. Preparation and approval of an IS/MND document and regulatory permits is anticipated to take up to 16 months.

Once the project is approved by the City Council, the approved IS/MND would be provided to the Regional Water Quality Control Board, Los Angeles Region (Regional Water Board) prior to commencement of construction of the project. Any applicable regulatory permitting will be completed as the design progresses to ensure compliance with CEQA and all regulatory requirements. Because the project will be located at a City-owned park, no landowner agreements will be necessary.

Brief wo
rk plan containing tasks, deliverables, milestones, and schedules:

The work for the Calas Park SEP will include planning and design, environmental documentation and permitting, bidding, constructing, and commissioning a stormwater capture facility. As shown in the schedule below, project implementation will occur over a 48- month period beginning with the effective date of the final stipulated order. The Project features and amenities are described below, with specific project elements and milestones detailed in the project budget in the section below, including CEQA, project design, permitting, bidding, award, and construction.

The 48-mon
th project timeframe is necessary to complete design, environmental review, 6 permitting, construction, and commissioning of an infrastructure project of this scope. Moreover, the extended timeframe is justified given the exceptional localized environmental benefits expected from the project. Stormwater runoff can mobilize pollutants (such as bacteria and metals) to nearby receiving waterbodies (Dominguez Channel) and ultimately, the Pacific Ocean, thereby precluding attainment of recreational and other beneficial uses. The capture, pretreatment and infiltration of stormwater via the SEP will provide significant water quality benefits to the local watershed, and the DAC in which the watershed is located. The ability to address urban runoff from the 63 -acre drainage area with one project is a rare and important opportunity. Completion of the project will provide significant benefits to the City and surrounding community and will facilitate more expedient progress to address water quality challenges in this area than would otherwise be possible.

The 48-mo
nth proposed project timeframe is also necessary to minimize disruption to the local community, which relies heavily on the area for access to green space and places to remain active. Construction will be staged and scheduled to minimize impacts on sports and other activities that occur in the park. The park primarily serves an Environmental Justice community burdened by the impacts of a highly industrialized area ( e.g., multiple oil refineries and a major freeway within approximately one mile of the park). Th e community is characterized by high CalEnviroScreen 4.0 scores, specifically a score of 93 for “Impaired Waters” and 96 for “Pollution Burden.” Thus, the investment this project will make in the community will provide “exceptional environmental benefits” that warrant approval of a 48-month project timeline.

Upon awar
d of the funds, the City will undertake a Preliminary Engineering Study to progress the project concept to a 10% plan. The 10% design phase will include the geotechnical investigation necessary to confirm infiltration feasibility. With the concept proved feasible, the City will move to produce a Plans, Specifications, and Estimates package. Key deliverables will include project design and 30%, 90%, and 100% plans. Deliverables include quarterly progress reports (12 total), Preliminary Engineering S tudy, Design Plans (3 total, 1 for each deliverable), and a final completion report. The final completion report will conform to SEP Reporting and Certificate of Completion guidelines.

Discussion of the environmental documentation and permitting is included in the section above.

The project will schedule and stage construction to avoid impacts to frequently used park features such as playground equipment, event pavilions, and parking access. The soccer and baseball/softball fields will be impacted during construction. The work, ho wever, will be scheduled around sports seasons to limit disturbance to community activities as much as possible.
7 Project Tasks and Schedule
Task 1:

Planning and Design – this task includes preparation of a bid package for design of the project, and City Council actions to authorize bidding and award of the planning and design contract. A Preliminary Engineering Study will be produced to bring the project concept to a 10% plan. The 10% design phase will include a geotechnical investigation necessary to confirm infiltration feasibility. The City will then move to produce a Plans, Specifications, and Estimates package. Key deliverables will includ e project design and 30%, 90%, and 100% plans. The milestone will be met when construction drawings are at the 90% level. (100% plans will be produced at the conclusion of the Task 2 milestone after permits are issued and plans are modified, to the extent necessary based on permit requirements.) • Milestone deadline: 20 months from the effective date of the Stipulated Order.

Task 2:

Environmental Documentation and Permit Acquisition – As the CEQA lead agency for the project, the City will be required to conduct environmental review of the proposed project, including preparation of a CEQA document with supporting technical studies, as well as acquisition of regulatory permits. CEQA and any applicable regulatory permits will be initiated once a conceptual design plan is available, and to some extent will be conducted in parallel with Project Design. Preparation and approval of CEQA documents and acquisition regulatory permits is anticipated to take up to 16 months and be completed by the end of month 26. Deliverables for this milestone include certified CEQA documentation, acquisition of all required permits, and 100% construction drawings.
• Milestone deadline: 26 months from the effective date of the Stipulated Order.

Task 3:

Bidding and Award of Contract: Based on the completion of Task 2, a bid package will be prepared and released, bids will be reviewed, and the construction contract awarded. This process is anticipated to take up to 6 months. This milestone will be complete when the construction contract is awarded.
• Milestone deadline: 32 months from the effective date of the Stipulated Order.

Task 4:

Construction and Commissioning: This task includes issuance of a Notice to Proceed, mobilization of the contractor, construction and commissioning of the facilities. This task is anticipated to require 16 months, and the milestone will be achieved when commissioning is completed.
• Miles
tone deadline: 48 months from the effective date of the Stipulated Order.

Schedule for periodic monitoring (quarterly at a minimum) on the performance of the SEP to monitor the timely and successful completion of the SEP The Sanitation Districts will provide quarterly progress reports to the Regional Board and a final report to the Regional Board and Office of Enforcement, on activities undertaken with the project. At a minimum, the reports will include a list of all activities on the SEP for each reporting period, an accounting of funds expended, and the proposed work for the following quarter. The reports will also describe whether the SEP is compliant with milestones/deadlines, and if not, the 8 cause of delay and anticipated date of compliance. Reports will be submitted no later than the first day of the second month following the end of each reporting period in accordance with the schedule shown below. The Sanitation Districts will submit progress reports on the SEP until the proposed project is completed and the SEP contribution is fully expended or otherwise approved by the Regional Board Executive Officer.

Quarterly R
eport Schedule:

Reporting Period Report Submittal Date
January - March May 1
April - June August 1
July - September November 1
October - December February 1
Total pro
ject cost and amount of SEP mon ey requested. If there are other funding sources, indicate if the funds have been committed and whether there are any restrictions on the fund.

The Calas Park SE
P is anticipa
ted to cost approximately $5,980,000. No other sources of funding are anticipated. The budget is shown below:

Project Element Amount
Planning and Design $565,000
Environmental Documentation and Permit
Acquisition $185,000
Bidding/Award of Contract $20,000
Construction and Commissioning $5,210,000
• Collection and Conveyance System $1,457,000
• Pre-Treatment Unit $228,000
• Underground Storage Vault $2,585,000
• Harvest and Use System $925,000
• Signage and Displays $15,000
Project Total $5,980,000
Time s
chedule for implementation with single or multiple milestones which identifies the amount of liability that will be suspended or excused upon the timely and successful completion of each milestone.

The timelin
e for completion and budget are shown below.
9 Task SEP Milestone Deadline* Amount
1 Planning and Design 20 months $565,000
2 Environmental Documentation and
Permit Acquisition
26 months $185,000
3 Bidding/Award of Contract 32 months $20,000
4 Construction and Commissioning 48 months $5,210,000
*Timeline begins on the effective date of the final Stipulated Order.

Total $5,980,000
Third Party Financial Audits:

At the sole cost to the Sanitation Districts (i.e., no SEP money shall be utilized for this report), the Sanitation Districts will submit a financial audit report prepared by an independent third party, which states, in their professional opinion, that the Sanitation Districts have expended the money in the amounts claimed. The Sanitation Districts shall provide the financial audit report to the Regional Board within three (3) months of the completion of the Calas Park SEP.

Publicity:

If the Sanitation Districts or the City of Carson publicize the Calas Park SEP, it will state in a prominent manner that the SEP is being undertaken as part of a Settlement Agreement with the Regional Water Board.

Discharger Res
ponsibility Statement:

The Sanitation Districts are ultimately responsible for ensuring that the SEP monies are expended for the project described and remain liable for the SEP amount under the Settlement Agreement and Stipulated ACL until the SEP is completed and accepted by the Los Angeles Regional Board.

After successful completion of the SEP and notification of acceptance by the Regional Board, any SEP funds that remain will be transferred to the State Water Pollution Cleanup and Abatement Account.

Optional Informa
tion:

1. Whether the proj
ect is resilient to climate change and conforms with State Water Board Resolution No. 2017-0012, Comprehensive Response to Climate Change The Calas Park SEP is a stormwater capture project, which conforms with State Water Board Resolution No. 2017-0012, Comprehensive Response to Climate Change, to develop new and 10 underutilized water resources, expand surface water and groundwater storage where appropriate, and add operational flexibility to build and enhance resilience to impacts of climate change.

2. Whether
the applicant has the institutional stability and capacity to complete the project as proposed
The City of Carson has primary responsibility for the Calas Park SEP. The City plans, coordinates, implements, and maintains the parks for public benefit within the City’s jurisdiction. The City continues to work to expand the facilities and scope of the resources it offers. The City has the institutional stability, capacity, and experience on similar projects to be able to complete the project as proposed. The City’s Public Works Department, which will manage the SEP, will collaborate with the City’s Parks and Recreation Division, which operates the park. Maintenance is performed by Public Works.

3. Whether this project has monitoring, success criteria, or other tools to track long-term success Performance indicators will include annual visitation to Calas Park and public outreach and education about the SEP’s role in protecting surface water quality and conserving water. Visitors will be encouraged to provide feedback via social media (Facebook, Twitter and Instagram) to gauge community interest and effectiveness of the interpretive materials provided. The City will adapt and make improvements to the outreach materials and performance of the SEP based on this feedback. Additionally, the Public Works Department will perform operations and maintenance of the project going forward as part of its operational responsibilities, which will include monitoring to assess the effectiveness of the stormwater infiltration and passive irrigation systems.
$77$&+0(17$
^_
Legend
BMP Opportunities
^_Calas Park
DAC category
CalEnviroScreen 3.0 Disadvantaged Communities Only
CalEnviroScreen 4.0 High Pollution Burden Score, Low Population Count CalEnviroScreen 4.0 Top 25%
City Boundary
$77$&+0(17%

Exhibit B

Escrow Agent Compensation Schedule

CITY OF CARSON 701 East Carson Street
Report to Honorable Mayor and City Council
Tuesday, March 17, 2026, 5:00 PM
CONSENT 22. To: Honorable Mayor and City Council From: Dr. Arlington Rodgers, Director of Public Works PW Engineering Subject: CONSIDER ADOPTING THE FINAL 2025 PAVEMENT MANAGEMENT PROGRAM REPORTPREPARED BY APPLIED RESEARCH ASSOCIATES, INC. (ARA) (CITY COUNCIL) I. SUMMARY
The City of Carson hired Applied Research Associates, Inc. (ARA), an engineering consulting firm, to update the City’s Pavement Management Program (PMP). A Pavement Management Program is a planning tool used by cities to evaluate the condition of streets and determine the most cost-effective way to maintain and repair them over time. As part of this effort, ARA inspected and collected data on the condition of streets throughout the City and updated the City’s pavement database using specialized pavement management software called StreetSaver.

StreetSaver analyzes pavement conditions and assigns each street a Pavement Condition Index (PCI). The PCI is a standard rating used nationwide to measure roadway condition on a scale from 0 to 100, with higher numbers indicating better pavement conditions. The software also helps estimate the funding needed to perform maintenance and rehabilitation work, such as resurfacing or reconstruction, and allows staff to evaluate different budget scenarios to understand how various funding levels could affect the condition of the City’s streets over time.

The City’s last Pavement Management Program update was completed in 2022. Updating the program regularly is recommended by the Los Angeles County Metropolitan Transportation Authority (Metro) and helps the City remain competitive when applying for transportation and infrastructure grants. In addition, the updated program provides objective data and analysis that City staff and the City Council can use to make informed decisions about maintaining and improving the City’s roadway system. The 2025 update evaluates the current condition of the City’s streets, forecasts how pavement conditions may change over time, and analyzes several funding scenarios to determine how different levels of investment could affect the roadway network. Based on the analysis, the City’s overall area-weighted Pavement Condition Index (PCI) is 65, which is classified as “Good.” However, approximately 27 percent of the City’s roadway network is currently rated as poor or very poor condition and will require repair or rehabilitation. Without continued and sustained investment in roadway maintenance, pavement conditions are expected to decline over the next ten years.

The City Council is requested to receive, file, and adopt the Final Updated Pavement Management Program Report, which will serve as a planning and decision-making tool for maintaining and improving the City’s street network in the coming years.

II. RECOMMENDATION
RECEIVE, FILE, and ADOPT the final 2025 Pavement Management Program Report prepared by Applied Research Associates, Inc.

III. ALTERNATIVES
TAKE any other action deemed appropriate by the City Council and consistent with applicable law.

IV. BACKGROUND
The City of Carson is responsible for maintaining approximately 249 miles of public streets throughout the community. These streets include 94.2 miles of arterial streets (major roadways that carry high volumes of traffic such as Carson Street), 17.9 miles of collector streets (roads that connect neighborhoods to larger arterial roads), 130.9 miles of residential streets within neighborhoods, and 6.1 miles of alleys. Maintaining this large network of streets requires careful planning so that repairs are performed at the right time and in the most cost-effective manner.

The City’s Pavement Management Program (PMP) is a planning and decision-making tool that helps the City evaluate the condition of its streets and determine the best strategies to maintain and repair them. The program uses data and engineering analysis to help staff make consistent, cost-effective, and transparent decisions about how to preserve and improve the City’s roadway network. The primary goals of the Pavement Management Program are to maintain an accurate inventory of all City streets, evaluate pavement conditions across the entire roadway system, and determine the most appropriate maintenance and repair strategies. The program also analyzes the level of funding needed to maintain the street network and evaluates whether current funding sources are sufficient to keep streets in good condition over time.

In July 2025, the City’s consultant, Applied Research Associates, Inc. (ARA), conducted a citywide pavement condition survey, which involved evaluating streets throughout Carson to determine their current condition. The results were entered into the City’s pavement management database using a specialized pavement analysis software program called StreetSaver, which is widely used by cities and transportation agencies throughout California. ARA completed the final Pavement Management Program report in November 2025 and will also provide training and user manuals to City staff who will maintain and use the system moving forward (Exhibit No. 1).

The condition of the City’s streets is measured using the Pavement Condition Index (PCI). The PCI is a standard engineering rating used across the country that measures pavement condition on a scale from 0 to 100, with higher numbers indicating better conditions. A newly constructed street would typically have a PCI close to 100, while a severely deteriorated or failed roadway may have a PCI of 10 or lower. The City’s previous Pavement Management Program, completed in 2022, reported that the overall street network was in “fair” condition, with an average PCI of 56. At that time, approximately 33.4 percent of streets were classified as good, while 41.5 percent were identified as poor or failed. Historically, the City’s pavement network had an average PCI of 72 in 2007 and 67 in 2016, indicating that pavement conditions had gradually declined over time before recent maintenance and rehabilitation efforts were implemented.

Based on the 2025 pavement condition survey, the City’s residential streets are now in “Very Good” condition, with an average PCI of 75. Collector streets have an average PCI of 66, which is classified as “Good.” The City’s arterial streets, which carry heavier traffic and experience greater wear and tear, have average PCI values ranging from 54 to 56, which also fall within the “Good” condition category. Overall, the City’s street network has an area- weighted PCI of 65, meaning Carson’s roadway system is currently classified as being in “Good” condition.

Although the overall network condition is considered good, approximately 27 percent of the City’s streets are still classified as poor or very poor condition. These streets will require targeted maintenance and rehabilitation in the coming years to prevent further deterioration and more costly reconstruction in the future. As expected, residential streets are generally in better condition than major roadways because arterial and higher-traffic streets carry significantly more vehicles, including heavy trucks and buses, which place greater stress on the pavement. In addition, the improved condition of residential streets reflects the City Council’s ongoing commitment to improving roadways throughout the community and the significant investments made in recent years to fund pavement rehabilitation. These investments, combined with the Public Works Department’s pavement rehabilitation program, including systematic grinding and asphalt overlay projects completed in several areas of the City, have helped stabilize and improve overall pavement conditions across Carson’s street network.

When compared with nearby jurisdictions, the City of Carson’s pavement condition is competitive with surrounding cities. Carson’s current average PCI of 65 is higher than the City of Los Angeles (62) and the City of Compton (59), and comparable to the City of Long Beach (61). These comparisons indicate that Carson’s street conditions are generally consistent with, or better than, many neighboring communities. However, continued investment will be necessary to maintain this progress and address streets that remain in poor condition.

The Pavement Management Program also analyzes future funding needs. The 2025 report evaluated several ten- year funding scenarios to determine how different investment levels would affect the condition of the City’s streets over time. Under a scenario where the City continues to invest approximately $3.5 million per year, the pavement network is projected to gradually decline, with the overall PCI dropping to approximately 51 within ten years. To maintain the current overall PCI of 65, the Pavement Management Program estimates that the City would need to invest approximately $11.3 million per year over the next ten years. This level of funding would help prevent further deterioration and maintain street conditions within the “Good” range. To further improve the street network and achieve what engineers call a “State of Good Repair”, defined as an average PCI of 75, the analysis estimates that an investment of approximately $17.9 million per year over ten years would be required. A street network in a "State of Good Repair" means most streets are in good or very good condition and are maintained before major damage occurs. This approach extends the life of roadways, improves safety and driving conditions for residents, and reduces long-term repair costs because preventative maintenance is far less expensive than full street reconstruction. Maintaining streets in good condition also helps protect the City’s infrastructure investment and improves overall quality of life in the community. It is important to note that these estimates include pavement rehabilitation costs only and do not include the cost of related concrete improvements such as sidewalk repairs, curb and gutter reconstruction, or accessibility ramps.

As the Public Works Department prepares the Fiscal Year 2026-2027 Operating Budget and Capital Improvement Program (CIP), Engineering and Operations staff will use the findings from the Pavement Management Program to guide future investment recommendations for the City’s street network. This analysis helps ensure that the City continues to make smart, data-driven decisions that maximize the value of taxpayer investments in roadway infrastructure. The Pavement Management Program also helps the City prioritize maintenance projects, pursue grant funding opportunities, supplement existing gas tax revenues, and implement cost-effective preventative maintenance strategies that extend the life of streets throughout the community.

V. FISCAL IMPACT
The purpose of this item is to provide information to the City Council regarding the updated Pavement Management Program. This report is being presented for informational purposes only so that the City Council and members of the public can understand the current condition of the City’s streets and the long-term funding needs associated with maintaining and improving the roadway network. There is no direct fiscal impact associated with this staff report, as it does not authorize any new spending or funding at this time.

VI. EXHIBITS

1. Pavement Management Program 2025

Attachments
Pavement Management Program 2025
Submitted to:

City of Carson
Public Works Department
701 E. Carson Street,
Carson, CA 90745
City of Carson, California Page ii
ARA, February 2026

CITY PAVEMENT CONDITION TEAM
Jesus Sanchez: [email protected]
Gilbert Marquez [email protected]

In consultation with

Phillip Donovan - ARA
Joseph Dib - ARA
Meet Singh - ARA

City of Carson, California Page iii
ARA, February 2026

Table of Contents
City Pavement Condition Team .................................................................................................................... ii Overview ....................................................................................................................................................... 1 Executive Summary ....................................................................................................................................... 2 Introduction .................................................................................................................................................. 4

1. Pavement Management Overview ................................................................................................... 5

1.1 Pavement Condition Index (PCI) .................................................................................................. 5

1.2 Pavement Management Approach ............................................................................................. 6

1.3 StreetSaver® Pavement Management System (PMS) Overview .................................................. 7

2. Data Collection and Analysis Methodology .................................................................................... 10

2.1 Pavement Condition Survey System .......................................................................................... 10

2.2 Pavement Distress Data Interpretation ..................................................................................... 12

3. StreetSaver® Implementation ......................................................................................................... 14

3.1 Sections added to StreetSaver® ................................................................................................ 15

3.2 Historical PCI Comparison ......................................................................................................... 15 Inspection Coverage and Comparable Network Definition ................................................ 15 Network-Wide PCI Comparison .......................................................................................... 16 PCI Comparison by Functional Class ................................................................................... 17 PCI Comparison by Surface Type ........................................................................................ 18 Implications for Funding Adequacy .................................................................................... 18

4. 2025 Pavement Condition Index (PCI) Results ................................................................................ 20

4.1 International Roughness Index (IRI) .......................................................................................... 20

5. Pavement Deterioration Models .................................................................................................... 24

5.1 Decision Tree and Unit Cost ...................................................................................................... 25

6. M&R Budget Scenario ..................................................................................................................... 29

6.1 Fixed Annual Budget Scenarios ................................................................................................. 29 Scenario 1: Fixed Budget of $3.5M .................................................................................................... 29 Scenario 2: Fixed Budget of $10M ..................................................................................................... 30

6.2 Target Driven Scenario .............................................................................................................. 32 Scenario 1: Improve Condition to a State of Good Repair – PCI = 75 ................................................ 32 Scenario 2: Maintain Current PCI of 65 .............................................................................................. 33 Scenario Comparisons: ....................................................................................................................... 34

7. Summary and Recommendations ................................................................................................... 35 City of Carson, California Page iv
ARA, February 2026

7.1 Summary .................................................................................................................................... 35

7.2 Recommendations ..................................................................................................................... 36 Perform Regular Pavement Condition Inspections ............................................................. 36 Keep the Work History Data Update in StreetSaver® Database ......................................... 36

8. Disclaimer ........................................................................................................................................ 37

APPENDICES
APPENDIX A Section Condition Report ............................................................................................. A1 APPENDIX B Maps ............................................................................................................................. B1 APPENDIX C Section Included in $10M per Year .............................................................................. C1 APPENDIX D Sections Added to StreetSaver .....................................................................................D1

List of Figures
Figure 1. Network PCI Comparison of Nearby Cities. ................................................................................... 1 Figure 2. City’s PCI Categories. ...................................................................................................................... 2 Figure 3. Overall Pavement Network Condition Distribution. ...................................................................... 3 Figure 4. City of Carson Roads Included in 2025 Scope of Work. ................................................................. 4 Figure 5. Pavement Condition Index Process and Categories. ..................................................................... 5 Figure 6. Functional Class PCI Values. ........................................................................................................... 6 Figure 7. Stages of Pavement Lifecycle: From Preservation to Rehabilitation. ............................................ 6 Figure 8. Pavement Life Cycle and Repair Costs. ......................................................................................... 7 Figure 9. PathRunner Hardware Components. ........................................................................................... 10 Figure 10. Forward-Facing HD+ Cameras (on the left) and LadyBug Camera (on the right). ..................... 11 Figure 11. Sample ROW Image of StreetID 162ST10 - 162ST010. .............................................................. 11 Figure 12. Sample ROW Image of StreetID 189ST20 - 189ST051. .............................................................. 12 Figure 13. Sample ROW Image of StreetID NEWAV10 - NEWAV020. ......................................................... 12 Figure 14. 3D Pavement Images (left) and Software Identified Cracks (in purple). ................................... 13 Figure 15. Network-Wide PCI Comparison. ................................................................................................ 16 Figure 16. PCI Comparison by Functional Class. ......................................................................................... 17 Figure 17. PCI Comparison by Surface Type. .............................................................................................. 18 Figure 18. Overall Pavement Network Condition Distribution. .................................................................. 20 Figure 19. Typical Pavement Conditions Observed during PCI Inspection. ................................................ 24 Figure 20. Typical Pavement Deterioration Curve. ..................................................................................... 25 Figure 21. PCI Condition Category. ............................................................................................................. 28 Figure 22. Impact of Treatment on Pavement Condition Index: Budget $3.5M per Year .......................... 30 Figure 23. Impact of Treatment on Pavement Condition Index: Budget $10M per Year ........................... 31 Figure 24. Impact of Treatment on Pavement Condition Index: Achieving a State of Good Repair .......... 32 Figure 25. Impact of Treatment on Pavement Condition Index: Maintain Current PCI of 65 .................... 34 Figure 26. PCI Comparison by Scenarios. .................................................................................................... 35 City of Carson, California Page v
ARA, February 2026

List of Tables
Table 1. Asphalt Pavement Distress Types. ................................................................................................ 13 Table 2. Concrete Pavement Distress Types. .............................................................................................. 14 Table 3. City’s Pavement Inventory per Pavement Class ............................................................................ 14 Table 4. City’s Pavement Inventory per Surface Type ................................................................................ 15 Table 5. Number of Inspected Sample by Year. .......................................................................................... 16 Table 6. Pavement Condition Distribution by Pavement Rank. .................................................................. 21 Table 7. Pavement Condition Distribution by Surface Type. ...................................................................... 21 Table 8. Categorization of Observed Pavement Distresses. ....................................................................... 24 Table 9. Decision Tree and Unit Costs by Work Type. ................................................................................ 26 Table 10.Breakdown of Yearly Maintenance and Rehabilitation Cost for $3.5M per year ........................ 30 Table 11.Breakdown of Yearly Maintenance and Rehabilitation Cost for $10M per year ......................... 31 Table 12. Breakdown of Yearly Maintenance and Rehabilitation Cost to Achieve and Maintain a State of Good Repair ................................................................................................................................................ 33 Table 13. Breakdown of Yearly Maintenance and Rehabilitation Cost to Maintain Current PCI of 65 ...... 34 Table 14. Comparison of annual M&R Cost. ............................................................................................... 35

City of Carson, California Page 1
ARA, February 2026

OVERVIEW
The City of Carson is located in Southern California, within Los Angeles County. It is bordered by several communities, including Torrance, Compton, Long Beach, and an unincorporated area of Los Angeles County. Carson is approximately 13 miles south of downtown Los Angeles and about 14 miles north of the Port of Los Angeles and Long Beach, offering both proximity to major employment centers and a strong local community character. The city i s well -connected to the region through several major highways, including the I -405, I-110, and SR -91, providing convenient access to Los Angeles, the South Bay, and neighboring communities.

The City of Carson’s Public Works Department is committed to maintaining and improving the city’s infrastructure while delivering high-quality, cost-effective services that support residents, businesses, and visitors. The department’s mission includes mana ging and enhancing the City’s transportation network, public facilities, and essential infrastructure such as roadways, sidewalks, traffic systems, and drainage facilities to ensure safety and quality of life.

This report provides an overview of essential details regarding street network and addresses the following questions:

• What is the current condition of the City’s Street network? • How do various pavement treatments impact the condition and longevity of city streets?

The chart below shows the latest Network PCI scores for neighboring cities City of Carson (65), City of LA (62), City of Compton (59), and City of Long Beach (61), indicating overall Good pavement conditions.

Figure 1. Network PCI Comparison of Nearby Cities.

City of Carson, California Page 2
ARA, February 2026

EXECUTIVE SUMMARY
The City of Carson Public Works Department strives to provide a safe, efficient, and sustainable transportation system for its users. The City has implemented a Pavement Management System (PMS) to assist in determining pavement needs and priorities. The PMS supplements decision -making by helping the City implement cost-effective solutions to pavement problems and improve the overall condition of roads. The PMS also allows the city to maximize the use of limited funding for pavement improvements by taking a comprehensive approach using be st management practices instead of a “worst -first” pavement strategy. The PMS considers pavement life cycle costs in determining what work should be completed. This involves applying the right treatment to the right pavement at the right time to maximize the pavement’s service life at the lowest overall cost.

The objectives of this project were to: (1) perform a network -level condition survey of the City’s pavements using the Metropolitan Transportation Commission (MTC) guidelines, (2) update city’s StreetSaver® database, and (3) Prepare a pavement condition report. The data collection scope of the project included the City’s approximately 249.07 centerline miles of road network. This includes 94.2 centerline miles of major and minor arterial streets, 17.9 centerline miles of collector streets, 130.9 centerline miles of residential/local streets, and 6.10 centerline miles of alleys.

The Pavement Condition Index (PCI) method was used in assessing the condition of the City’s pavements.

The PCI method is an objective and repeatable method for assessing pavement conditions and is widely used in industry. Pavement conditions were categoriz ed based on PCI values using the five PCI ranges shown in Figure 2.

Figure 2. City’s PCI Categories.

The City’s StreetSaver® database includes a total of 1,792 pavement sections, each representing the smallest manageable unit for planning maintenance or rehabilitation treatments. According to the recent pavement condition assessment, approximately 54% of the evaluated area was found to be in Category I - Very Good condition, indicating a generally strong pavement performance across most of the network.

City of Carson, California Page 3
ARA, February 2026

Less than 1% of the network fell within Category II - Good (Non-Load), while 1 4% was categorized as Category III – Good (Load), suggesting minor surface or load-related distress. 21.2% of the area was found to be in Category IV - Poor, and about 10.8% was classified as Category V - Very Poor, representing sections in need of immediate attention.

Collectively, about 32% of the network lies within the “Poor” or “Very Poor” categories, highlighting a limited but important portion of pavement that requires timely maintenance and rehabilitation (M&R) actions to prevent further deterioration. The overall distribution of pave ment conditions across the network is shown in Figure 3.

Compared to prior inspection cycles, the City's overall network PCI has improved from 58 in 2022 to 65 in 2025, recovering 7 points after a 10 -point decline from 68 in 2016 to 58 in 2022. This recovery demonstrates that recent funding levels and treatment strategies have been effective in reversing the deterioration trend observed during the prior period of underinvestment. Residential streets and collectors have nearly or fully returned to their 2016 condition levels, while arterials have shown only partial recovery due to higher traffic demands. Although the current PCI remains 3 points below the 2016 baseline, the positive trend confirms that sustained and strategically targeted investment can restore and maintain network performance over time. A detailed historical PCI comparison is presented in Section 3.2.

Figure 3. Overall Pavement Network Condition Distribution.

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INTRODUCTION
In July 2025, Applied Research Associates performed a semi-automated pavement condition survey on the City’s entire roadway network and updated the City’s StreetSaver® database.

The City’s pavement inventory includes approximately 249.07 centerline miles of roads. This includes 86.9 centerline miles of Arterial streets, 7.3 miles of Minor Arterial, 17.9 centerline miles of collector streets, 130.9 centerline miles of local (residential) streets, and 6.10 centerline miles of Others (alleys) streets.

The primary objectives of this data collection were as follows:

• Collected laser-based pavement images of the City’s roadway network. Figure 4 is a general map of the roads inspected.
• Perform an imagery-based PCI survey on the collected data using ASTM D6433 guidelines. • Update the City’s StreetSaver® PMS using the provided GIS shapefile, the inspection data, the available work history, and updated attributes (e.g., Surface type).

Figure 4. City of Carson Roads Included in 2025 Scope of Work.

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1. PAVEMENT MANAGEMENT OVERVIEW

1.1 Pavement Condition Index (PCI)
The Pavement Condition Index (PCI) survey method was used in assessing the condition of the City’s roads.

The PCI method is an objective and repe atable method for assessing pavement conditions and is widely used by cities. PCI scores range from 0 to 100, with 0 representing the worst pavement condition and 100 representing the best possible condition. If properly designed and constructed, new pavements begin their service life with a PCI of 100. Due to the effects of loading and aging, the pavement deteriorates over time and its PCI declines. To obtain a section’s PCI, the type, extent, and severity of pavement distresses are recorded on representative samples and are used to calculate a deduct value. The PCI is calculated by subtracting the sum of all deductions from 100. Pavement conditions were categorized based on the PCI values shown in Figure 5.

Figure 5. Pavement Condition Index Process and Categories.

As of the 2025 survey, the overall area-weighted average PCI of the City’s roadway network was 65. About 27 percent of the total maintained miles throughout the city were found to be in need of rehabilitation or replacement (poor or very poor category). The bar chart presents the average area-weighted PCI scores categorized by roadway functional classes. The Residential/Local (R – Tertiary) class has the highest average PCI at 75, indicating a very good condition. Major Collector (C – Secondary) follows with a PCI of 66, also falling within the good range. In contrast, both Minor Arterial (MiA – Primary) and Other Principal Arterial (OPA – Primary) roads have average PCI scores of 5 6 and 54, respectively, classifying them as being in good condition. The chart highlights that residential streets generally exhibit better pavement conditions compared to higher -volume arterials, which may reflect differences in traffic loading, maintenance prioritization, or funding allocation.

The PCI scores reflect the condition of the city's pavement network across various functional roadway classes.

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Figure 6. Functional Class PCI Values.

1.2 Pavement Management Approach
Pavement management is a systematic approach to forecasting pavement M&R requirements and then optimizing and prioritizing available M&R funding. As shown in Figure 7, the primary objective of pavement management is to preserve pavements in good condition rather than wait for them to fail and then have to reconstruct them.

Figure 7. Stages of Pavement Lifecycle: From Preservation to Rehabilitation.

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There is a critical point in pavement’s service life (denoted as the critical PCI) after which the slope of deterioration curve and M&R costs may inc rease significantly. When the appropriate preventive M&R treatments (e.g., crack sealing, seal coats, etc.) are applied at the correct times during a pavement’s service life, these relatively inexpensive preventive M&R treatments can cost -effectively extend the service life of the pavement, as shown in Figure 8.

There are significant financial implications to a decrease in PCI. Obviously, pavements deteriorate over time. The deterioration is slow at first, but then generally accelerates when the PCI drops below 70. As the pavement deteriorates, the cost of repair also inc reases rapidly. If there is inadequate funding to maintain streets in their current condition, the unfunded backlog will grow rapidly.

Figure 8. Pavement Life Cycle and Repair Costs.

As pavement management concepts have gained acceptance, computer-based PMS programs have been developed to assist agencies in managing their pavements. PMS programs currently rely on a comprehensive pavement inventory, regular pavement condition assessment s, pavement performance modeling, and sophisticated analysis tools that forecast future pavement condition and estimate future M&R needs.

1.3 StreetSaver® Pavement Management System (PMS) Overview StreetSaver® is a pavement management software that provides tools and capabilities for effective management of road infrastructure.

The StreetSaver® PMS helps agencies determine when, where, and what level of pavement M&R is required and approximately how much it will cost. The system provides a suite of pavement management software tools that assist agencies in:

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• Developing and organizing their pavement inventory.
• Assessing the current condition of their pavements.
• Developing models to predict future pavement conditions. • Reporting on past and future pavement performance.
• Developing network level M&R scenarios based on either budget or condition requirements and planning M&R projects.

Here's a brief description of the various modules available in StreetSaver® and the key features:

Executive Dashboard: StreetSaver® provides a dashboard consist ing of summery of data and give s an overview of pavement conditions. It usually includes details such as centerline miles, sections, section PCI, and historical Network condition.

Pavement Inventory: StreetSaver® helps create and maintain a comprehensive inventory of roads. This includes details about each road segment, such as its location, type, and characteristics. • A Network consists of all surface areas that provide accessways for ground traffic and is managed by a given entity (e.g., City).
• A Branch is any identifiable part of the network which has a distinct use, such as an individual street.
• A Section is a division of a Branch which has consistent structural composition, construction history, and traffic volume and is the smallest “managed” pavement area when applying Major M&R (e.g., street block)
Condition Assessment: The software allows for regular and systematic assessment of pavement conditions. This involves evaluating factors like cracks, potholes, and overall wear and tears to determine the current state of the road.

Performance Modeling: StreetSaver® employs pavement performance modeling to analyze how roads are likely to deteriorate over time. This helps in predicting future conditions based on current data.

Analysis Tools: The software is equipped with sophisticated analysis tools that aid in understanding the data gathered from pavement assessments. These tools assist in making informed decisions about maintenance and repair strategies.

Forecasting: StreetSaver® can forecast future pavement conditions, enabling agencies to plan ahead for necessary maintenance and repairs. This proactive approach helps optimize budget allocation and resources.

Historical pavement condition data is used to build pavement deterioration models that are used to predict future pavement conditions. If historical pavement data is not available, StreetSaver ® provides default pavement deterioration curves, but the user is still allowed to develop custom deterioration curves based on local experience. The default deterioration curves were used for PCI prediction and M&R analysis in this project.

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Budget Optimization: With information from the pavement assessment and performance modeling, StreetSaver® assists in optimizing budget allocation for pavement management. This ensures that resources are directed where they are needed most.

StreetSaver can analyze using a “Fixed budget” scenario or a “Target PCI Driven” scenario.

1. Fixed Budget Scenario:
• In a fixed budget scenario, the organization allocates a predetermined amount of funds for road maintenance or pavement management.
• The allocated budget remains constant, and the challenge is to efficiently allocate these fixed resources to address the most critical road maintenance needs. • StreetSaver® helps prioritize and optimize the use of the fixed budget by identifying areas that require immediate attention based on the condition of the roads and the available resources.

2. Target Driven:
• In a target-driven approach, the organization sets specific goals or targets related to road conditions, pavement quality, or other relevant metrics. • StreetSaver® assesses the current state of the roads and creates a maintenance and repair plan and budget for achieving the set targets.
• Targets could include achieving a certain pavement condition index, reducing the number of potholes, or improving the overall condition of the road network. Usually, the “target” is an increase PCI value.

Decision Tree: StreetSaver® provides a decision support system, helping agencies and organizations make logical, objective, and informed choices regarding pavement maintenance and rehabilitation activities. The decision tree provides an objective and defendable decision-making system for the city to show the public that the city is efficiently managing its streets.

Reporting: StreetSaver® provides reporting functions to allow agencies to generate detailed reports on pavement conditions, maintenance plans, and budgets.
• Summary Charts – Simple graphs and data tables of inventory and inspection data. • Inspection Reports – Summary of collected pavement condition data. • Work History – Summary of historical maintenance, repair, and rehabilitation data. • Branch Listing – Summary of overall pavement inventory data. • Branch Condition – Summary of overall pavement condition data. • Section Condition – Summary of individual section data. • GIS Toolbox – Internal/external reporting and mapping of inventory and condition data.

StreetSaver® is capable of generating “user-defined” reports, which can be tailored to meet the agency’s specific reporting needs. StreetSaver® user-defined reports enable the user to extract any data stored in the system and export it to either a spreadsheet or a text file.

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2. DATA COLLECTION AND ANALYSIS METHODOLOGY
As described before, the primary objective of this project was to perform a semi -automated pavement condition survey on City’s roadway network and perform imagery-based PCI survey on the collected data using the ASTM D6433.

2.1 Pavement Condition Survey System
ARA deployed a State -of- the-Art Pavement Condition Survey System to collect high -quality pavement imagery, Right of Way (ROW) images, pavement profile measurements, and sub-meter accurate GPS data.

The Survey System is equipped with the latest sensors and hardware required for accurate, high-quality pavement data collection, including 3D pavement imaging sensor, 360° Ladybug camera, three (3) Right of Way (ROW) cameras for panoramic images, Class-1 roadway surface profiler (including macrotexture) and integrated with sub-meter accuracy GPS/IMU system for roadway geometry.

The PathRunner system allows automated detection of pavement distresses including various types of cracks, raveling, edge drop -offs, potholes, macrotexture, and rutting. The system also automatically determines the presence of paint stripes which help in i dentifying the pavement lane. A picture of the Survey System equipped with the PathRunner system is shown in Figure 9. A closer look at the cameras and ROW images are shown in Figure 10 through Figure 13.

Data collection was performed during daytime and only during dry weather conditions. Data collection was performed while observing all traffic rules and at posted speed limits. One - and two-lane roads were surveyed in one direction while roads with three or more lanes were surveyed in two directions.

Figure 9. PathRunner Hardware Components.

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Figure 10. Forward-Facing HD+ Cameras (on the left) and LadyBug Camera (on the right).

Figure 11. Sample ROW Image of StreetID 162ST10 - 162ST010.

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Figure 12. Sample ROW Image of StreetID 189ST20 - 189ST051.

Figure 13. Sample ROW Image of StreetID NEWAV10 - NEWAV020.

2.2 Pavement Distress Data Interpretation
Data acquired with the 3D-PAS system allows the automated detection/identification of various types of distresses including all types of cracking, rutting, raveling, cracking, sealed cracks, lane markings, and macrotexture. ARA used a 2 -step distress rating procedure for this project. In the first step, we utilized Pathway’s AUTOCRACK software for identifying and locating the extents of distresses.

In the second step, our team of Metropolitan Transportation Commission (MTC) and Orange County Transportation Authority (OCTA) certified pavement inspectors checked the resulting distresses for false positives or negatives and made changes accordingly. The ASTM D6433 standard includes 20 distress types for asphalt and 19 distress types for concrete surface types of The distress data included distress types, severities, extents, and locations and was exported to calculate PCI. Figure 14 below shows the surface image of DEL Boulevard 30.

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Figure 14. 3D Pavement Images (left) and Software Identified Cracks (in purple).

ASTM distresses can be grouped into three categories of cause: Climate Related, Load Related, and Other.

The distress types for asphalt and concrete and their primary cause (load, climate, and other) are shown in Table 1 and Table 2.

Table 1. Asphalt Pavement Distress Types.

Distress Code Distress Description Cause
01 Alligator Cracking Load
02 Bleeding Other
03 Block Cracking Climate/Durability
04 Bumps and Sags Other
05 Corrugation Other
06 Depression Other
07 Edge Cracking Load
08 Joint Reflection Cracking Climate/Durability
09 Lane/Shoulder Drop-Off Other
10 Longitudinal and Transverse Cracking Climate/Durability 11 Patching and Utility Cut Patching Other
13 Pothole Load
14 Railroad Crossing Other
15 Rutting Load
16 Shoving Other
17 Slippage Cracking Other
18 Swell Other
19 Raveling Other
20 Weathering Climate/Durability

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Table 2. Concrete Pavement Distress Types.

Distress Code Distress Description Cause
21 Blowup/Buckling Climate/Durability
22 Corner Break Load
23 Divided Slab Load
24 Durability ("D") Cracking Climate/Durability
25 Faulting Other
26 Joint Seal Damage Climate/Durability
27 Lane/Shoulder Drop-Off Other
28 Linear Cracking Load
29 Patching, Large and Utility Cuts Other
30 Patching, Small Other
31 Polished Aggregate Other
32 Popouts Other
33 Pumping Other
34 Punchout Load
35 Railroad Crossing Other
36 Scaling, Map Cracking, and Crazing Other
37 Shrinkage Cracks Climate/Durability
38 Spalling, Corner Climate/Durability
39 Spalling, Joint Climate/Durability

3. STREETSAVER® IMPLEMENTATION
ARA reviewed the City’s GIS datasets showing all pavement sections inspected in 202 5 and updated the required fields (e.g., PCI, IRI, Surface type, etc.) to define the City’s StreetSaver® database.

At present, the City’s network includes 1,792 pavement Sections totaling approximately 249.1 centerline miles of roads. Based on the scope of work, ARA performed semi-automated pavement condition surveys and distress analysis on all the City’s paved roads.

Table 3. City’s Pavement Inventory per Pavement Class
Pavement Classification Centerline
Miles
Number of
Sections Area (Sq. ft) % Area
Other Principal Arterial (3) - OPA
(Primary) 86.9 437 16,765,227 36.9%
Minor Arterial (4) - MiA (Primary) 7.3 34 1,809,380 4.0% Major Collector (5) - C (Secondary) 17.9 122 3,742,292 8.2% Others - Alleys 6.1 54 387,624 0.9%
Residential/Local - R (Tertiary) 130.9 1145 22,704,453 50.0% Total 249.1 1,792 45,408,976 100%
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Table 4. City’s Pavement Inventory per Surface Type
Surface Centerline
Miles
Number of
Sections Length (ft) Area (Sq. ft) % Area
Asphalt 227 1,647 1,198,538 41,105,535 90.5%
AC/AC 20.5 133 108,407 4,034,721 8.9%
PCC 1.3 11 6,670 209,520 0.46%
AC/PCC 0.3 1 1,480 59,200 0.1%
Total 249.1 1,792 1,315,095 45,408,976 100%

3.1 Sections added to StreetSaver®
ARA also incorporated all missing roadway sections into StreetSaver® to ensure the network inventory is complete and up to date. In addition, the StreetSaver® shapefile was updated to reflect these newly added sections, maintaining consistency between the GIS data and the pavement management database . The list of sections added, along with their corresponding StreetID and SectionID, are provided in Appendix D for reference.

3.2 Historical PCI Comparison
The City’s prior pavement condition surveys were conducted in 2016 and 2022, with the most recent inspection completed in 2025. Comparing results across these inspection years provides insight into long- term network performance, the effectiveness of past f unding strategies, and how pavement conditions have responded to recent reinvestment efforts:
• Network-wide PCI comparison
• PCI change by functional class and surface type
• Implications for funding adequacy
Inspection Coverage and Comparable Network Definition
The pavement condition surveys conducted in 2016, 2022, and 2025 did not include the same number of pavement sections. As shown in Table 5, 1,650 sections were inspected in 2016, 1,639 sections in 2022, and 1,792 sections in 2025, with the increase in 2025 reflecting the addition of previously uninspected facilities, including alleys, to the City’s StreetSaver® database.

To ensure meaningful comparisons across inspection years, multiple network definitions are presented in the PCI trend analysis. For 2025, three separate area-weighted PCI values are shown:

• The first (orange) value represents the PCI for only those sections that were part of the 2016 inspection, allowing a direct, apple -to-apple comparison of long-term condition changes for the same roadway inventory.
• The second (green) value represents the PCI for only those sections that were part of the 2022 inspection, providing a consistent comparison over the most recent inspection cycle. • The third (blue) value represents the entire network inspected in 2025, including newly added sections such as alleys, and reflects the current overall condition of the City’s complete pavement inventory.

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Table 5. Number of Inspected Sample by Year.

Year Sections Inspected
2016 1650
2022 1639
2025 1792

This approach isolates true condition changes from the effects of network expansion and ensures that observed PCI trends reflect actual pavement performance rather than differences in inspection coverage.

Network-Wide PCI Comparison
The area-weighted network PCI declined from 68 in 2016 to 58 in 2022, representing a 10-point reduction over six years. This decline reflects a prolonged period of underinvestment during which pavement deterioration outpaced preservation and rehabilitation activities.

By 2025, the network PCI increased to 65, recovering 7 PCI points from the 2022 low. This improvement indicates that recent funding levels and treatment strategies have been effective in stabilizing and partially restoring overall pavement conditions. Desp ite this recovery, the 2025 PCI remains 3 points below the 2016 level, indicating that while recent investments have reversed short-term decline, they have not fully offset the cumulative effects of deferred maintenance earlier in the analysis period. Cont inued and sustained funding will be required to maintain the network within the "Good" range and prevent renewed deterioration.

Figure 15. Network-Wide PCI Comparison.

While the recent recovery is encouraging, the 10-point decline between 2016 and 2022 underscores the consequences of deferred maintenance. During that period, pavements that were in fair condition continued to deteriorate without timely preservation treatm ents, pushing many sections into condition ranges that now require more costly rehabilitation or reconstruction. Sustained investment at or above

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current levels will be essential to fully restore the network to its 2016 baseline and prevent a return to the downward trend observed in the prior cycle.

PCI Comparison by Functional Class
Pavement condition trends varied by functional classification, reflecting differences in traffic loading, treatment prioritization, and funding focus.

• Residential streets declined from 75 in 2016 to 63 in 2022, before rebounding to 74 in 2025, nearly restoring conditions to 2016 levels. Collectors decreased from 62 to 55 between 2016 and 2022, then improved to 65 in 2025, surpassing their 2016 condition. Minor arterials showed steady improvement, increasing from 48 in 2016 to 51 in 2022 and 55 in 2025. Arterials declined from 61 in 2016 to 51 in 2022, followed by a partial recovery to 54 in 2025.

• Other roadway segments, which consist of alleys added to the City’s StreetSaver ® database and included in the 2025 inspection, recorded a PCI of 24. These facilities were not evaluated in earlier inspection cycles and therefore are shown only for 2025. The low PCI reflects the typically minimal structural design, limited maintenance h istory, and advanced deterioration common to alley pavements. Due to their poor condition, many alley segments are likely candidates for rehabilitation or reconstruction rather than preservation treatments.

Figure 16. PCI Comparison by Functional Class.

These trends indicate that recent investments have been broadly effective across most functional classes, with the strongest recoveries observed on residential streets and collectors. However, arterials remain below their 2016 condition, suggesting that hi gher traffic volumes and structural demands continue to challenge long-term performance.

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PCI Comparison by Surface Type
Surface type analysis further highlights differences in deterioration and recovery patterns across the network.
• AC pavements declined from 69 in 2016 to 58 in 2022, then improved to 62 in 2025, reflecting moderate recovery.
• AC/AC composite pavements remained essentially unchanged from 53 in 2016 to 54 in 2022, then increased substantially to 89 in 2025, indicating significant rehabilitation or resurfacing activity during the recent funding period.
• PCC pavements remained in relatively good condition throughout the analysis period, increasing from 71 in 2016 to 75 in 2022, before declining slightly to 68 in 2025. • AC/PCC pavements showed a dramatic increase from 49 in 2016 to 93 in 2025, suggesting targeted reconstruction or major rehabilitation efforts on previously distressed sections. These sections were not included in the 2022 inspection cycle.

Figure 17. PCI Comparison by Surface Type.

The strong performance of composite pavements in 2025 indicates that recent investments have effectively addressed sections where prior overlays had reached the end of their service lives.

Implications for Funding Adequacy
The observed trends demonstrate that past funding levels prior to 2022 were insufficient to maintain network conditions, resulting in a sharp decline between 2016 and 2022. However, the substantial PCI recovery by 2025 confirms that increased and strategic ally applied funding can reverse deterioration trends when focused on timely rehabilitation and preservation.

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The near restoration of residential and collector conditions suggests that recent funding allocations have successfully addressed deferred maintenance in these areas. In contrast, arterials have shown only partial recovery, indicating that sustained investment will be required to keep pace with higher traffic demands.

Moving forward, the City faces a strategic decision: maintain current funding levels to preserve recent gains or increase investment to fully restore the network to, and beyond, its 2016 condition. The budget scenarios presented in Section 6 evaluate these options and their long -term impact on network performance.

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4. 2025 PAVEMENT CONDITION INDEX (PCI) RESULTS
Following a review of the collected and analyzed distress data, the City’s StreetSaver® database was updated with the latest conditions including the detailed distresses , PCI and IRI values. Please note that the statistics and graphs shown on the following pages pertain to the pavement sections surveyed in 2025.

At the time of ARA’s July 2025 inspection, around 54 percent of the area of the City’s roadway pavements were found to be in ‘ Very Good’ condition. The overall area weighted average PCI of the network is 65.

The condition distribution of all the pavement sections inspected in July 2025 is shown in Figure 18 below.

Figure 18. Overall Pavement Network Condition Distribution.

4.1 International Roughness Index (IRI)

The International Roughness Index (IRI) is a standardized metric used to evaluate the ride quality and surface smoothness of roadways. It reflects the level of pavement roughness experienced by vehicles, making it a valuable indicator of user comfort and safety.

As part of the pavement condition assessment, Applied Research Associates (ARA) has collected and included IRI data for all surveyed city streets. This data provides an additional layer of insight beyond surface distress and PCI values, helping the city monitor ride quality, prioritize maintenance on high-traffic corridors, and support long-term pavement management decisions.

Benefits of IRI Measurement:
• Helps identify surface irregularities affecting driver comfort and safety • Supports maintenance planning by detecting early signs of surface deterioration • Complements PCI by focusing on ride quality, especially important for arterial and collector roads

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• Enables performance tracking over time and supports data-driven rehabilitation decisions.

The area weighted average PCI and condition distribution by pavement rank and pavement classification are provided in Table 6 and Table 7.

Table 6. Pavement Condition Distribution by Pavement Rank.

Pavement Classification
PCI (Area
Weighted
Average)
Percentage Area
Very Good
(70–100)
Good (non-
load)
(50-70)
Good
(Load)
(50-70)
Poor
(25-50)
Very Poor
(0–25)
Principal Arterial - A
(Primary) 54 32.0% 0.3% 17.9% 34.8% 14.9%
Minor Arterial - MiA
(Primary) 56 46.1% 0.0% 10.4% 9.8% 33.7%
Major Collector - C
(Secondary) 66 51.1% 0.8% 15.5% 23.0% 9.6%
Residential/Local - R
(Tertiary) 75 71.3% 0.6% 11.3% 11.5% 5.3%
Others - Alleys 25 5.1% 0.0% 2.6% 34.7% 57.5%
Total 65 53.6% 0.5% 14.0% 21.2% 10.8%

Table 7. Pavement Condition Distribution by Surface Type.

Pavement
Classification
PCI (Area
Weighted
Average)
Percentage Area
Very Good
(70–100)
Good (Non-
Load)
(50-70)
Good
(Load)
(50-70)
Poor
(25-50)
Very Poor
(0–25)
Asphalt 63 50% 1% 15% 23% 12%
Other AC/AC 89 93% 0% 6% 1% 0%
PCC 69 53% 4% 30% 13% 0%
AC/PCC 94 100% 0% 0% 0% 0%
Total 65 53.6% 0.5% 14.0% 21.2% 10.8%

Figure 19 illustrates a variety of pavement conditions and the recommended M&R for each PCI condition.

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Pictures PCI Recommended M&R
Activity (Typical)

95 Do Nothing

96 Do Nothing

82 Preventive Maintenance
Crack Seal, Surface Treatment

75 Preventive Maintenance
Crack Seal, localized patching,
Surface Treatment

69 Preventive Maintenance
Crack Seal, Localized Patching and
Surface Treatment

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Pictures PCI Recommended M&R
Activity (Typical)

68 Major M&R
Localized
Slab replacement

55 Major M&R
Localized Structural Patching and
Resurfacing or Reconstruction

42 Major M&R
Localized Structural Patching and
Resurfacing or Reconstruction

30 Major M&R
Localized Structural Patching and
Resurfacing or Reconstruction

16 Major M&R
Localized Structural Patching and
Resurfacing or Reconstruction

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Figure 19. Typical Pavement Conditions Observed during PCI Inspection.

An analysis of the measured distress data was completed to determine the predominant causes of pavement distress. Table 8 shows the primary causes of pavement deterioration observed throughout the City’s pavement network.

Table 8. Categorization of Observed Pavement Distresses.

Distress Category Example Distresses
Percentage of
Observed
Distresses
Load Related
Asphalt pavement distresses such as rutting and alligator cracking. Concrete pavement distresses such as corner
breaks and divided slabs.
48%
Climate/
Durability Related
Asphalt pavement distresses such as weathering,
longitudinal and transverse cracking, and block cracking.

Concrete pavement distresses such as joint and corner
spalling and joint seal damage.
50%
Other
Pavement distresses such as bleeding, patching, raveling, and slippage cracking for asphalt pavements. Popouts
and scaling for concrete pavements.
2%

The deterioration observed on the City’s pavements appear s to be caused by a combination of climate - and load-related distresses. Climate-related distresses – in particular, weathering, and longitudinal and transverse cracking were found across the City’s pavement inventory. Load -related distresses, such as rutting, alligator cracking, and potholes, were also observed on the City’s roadways.

5. PAVEMENT DETERIORATION MODELS
All pavements deteriorate with the passage of time and application of traffic loads. The rate of deterioration is based on a complex interaction of many factors including, amount of traffic, pavement structure, materials used in construction, subgrade cond itions, localized factors, etc. Pavement sections will deteriorate at different rates. For pavement management purposes, pavement sections with similar characteristics and loading are grouped into ‘families’, and family deterioration models are developed.

Pavement families are based on criteria such as pavement use, rank, surface type, traffic loading and other factors.

Pavement prediction models are used to predict future pavement conditions based on historical deterioration trends in StreetSaver®. Predicting future pavement conditions is an essential component of M&R planning. In StreetSaver® prediction models are developed using historical PCI inspection data and construction data from a specific location. When developing prediction models, it is important to know each pavement section’s age. A pavement section’s age is determined from the tim e it last received a Major M&R activity, such as structural overlay, reconstruction, etc. In general, the deterioration rate for asphalt pavements is considered high if the rate is greater than PCI 4 points/year since last construction or greater than PCI 5 points/year since last inspection. For concrete pavements, a deterioration rate of greater than PCI 2.5 points/year is considered high.

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Figure 20. Typical Pavement Deterioration Curve.

5.1 Decision Tree and Unit Cost
The M&R unit cost data for each type of work are established in alignment with various condition types and PCI breakpoints, which are differentiated based on the pavement's functional class. This data is essential for projecting costs by surface type, faci litating multi -year M&R budget planning within StreetSaver®. As illustrated in Table 9, the decision tree details the calculated unit costs for each treatment, categorized by work type across four distinct functional class categories: Arterial, Collector, Residential, and Other.

Furthermore, StreetSaver® employs pavement deterioration curves to forecast future PCI values, a critical step in developing multi-year M&R plans. These forecasts necessitate correlating the costs of various M&R activities with specific PCI values.

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Table 9. Decision Tree and Unit Costs by Work Type.

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Figure 21. PCI Condition Category.

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6. M&R BUDGET SCENARIO

6.1 Fixed Annual Budget Scenarios
Fixed budget scenarios were executed in StreetSaver®, assuming budgets of $ 3.5M per year and $10M per Year. The objective was to determine the impact of limited funding on the overall pavement network condition. The annual budget allocation is for city’s Improvement Program including Thin/Thick ARHM overlay, Full-Depth Reclamation (FDR), and reconstruction.

The purpose of the fixed annual budget scenario in StreetSaver is to help cities and agencies evaluate the long-term impact of consistent funding levels on pavement maintenance and rehabilitation. By simulating how a predetermined budget allocation affects the PCI and overall network performance, this scenario provides insights into whether the current funding is sufficient to maintain or improve the network. It highlights potential funding gaps, prioritizes treatments for maximum efficiency, and demonstrates trade- offs between limited budgets and desired outcomes. Ultimately, this analysis supports informed decision- making, enabling agencies to plan strategically for sustainable infrastructure investments.

Scenario 1: Fixed Budget of $3.5M.

The table illustrates the impact of a fixed $3.5 million annual budget on the pavement network’s PCI over a 10 -year analysis period, with a total projected expenditure of $35 million, including both rehabilitation and preventive maintenance treatments. The untreated PCI begins at 6 5 in 202 6 and gradually declines to 4 5 by 203 5, representing the expected deterioration trend in the absence of maintenance interventions. In contrast, the treated PCI starts at 66 in 2026 and decreases to 51 by 2035, demonstrating that the applied budget slows the rate of decline and sustains higher pavement conditions compared to the untreated scenario.

Although the fixed funding level provides measurable benefits, particularly in the early years where treated PCI remains above 60, the overall condition still trends downward over time. By 203 5, both treated and untreated networks fall into the “Fair” to “Poor” categories, underscoring that while the $3.5 million annual investment helps delay deterioration, it is insufficient to maintain or improve long -term pavement conditions. A more balanced funding approach with inc rease in preventive maintenance or higher annual allocations would be necessary to achieve sustainable pavement performance.

City of Carson, California Page 30
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Figure 22. Impact of Treatment on Pavement Condition Index: Budget $3.5M per Year

Table 10.Breakdown of Yearly Maintenance and Rehabilitation Cost for $3.5M per year Year
Rehabilitation
Treatment
Cost
Preventive
Maintenance
Cost
Total
Cost PCI Untreated PCI
Treated
2026 $3.3 M $0.2 M $3.5 M 65 66
2027 $3.3 M $0.2 M $3.5 M 63 64
2028 $3.3 M $0.2 M $3.5 M 60 62
2029 $3.3 M $0.2 M $3.5 M 58 60
2030 $3.3 M $0.2 M $3.5 M 55 58
2031 $3.3 M $0.2 M $3.5 M 53 56
2032 $3.3 M $0.2 M $3.5 M 51 55
2033 $3.3 M $0.2 M $3.5 M 49 53
2034 $3.3 M $0.2 M $3.5 M 47 52
2035 $3.3 M $0.2 M $3.5 M 45 51
Total for 10 Years $33.2 M $1.8 M $35.0 M

Scenario 2: Fixed Budget of $10M

The table illustrates the impact of a fixed $10 million annual budget on the pavement network’s PCI over a 10 -year analysis period, with a total projected expenditure of $ 99 million, consisting of $9.5 million allocated to rehabilitation treatments and $0.5 million to preventive maintenance each year. The untreated PCI begins at 6 5 in 202 6 and declines steadily to 4 5 by 203 5, representing the natural deterioration of the pavement network without maintenance intervention. In contrast, the treated PCI starts at 67 in 2026 and remains relatively stable around 63–65 throughout the analysis period, indicating a significant improvement in network preservation compared to the untreated case.

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This funding scenario demonstrates that a $10 million annual investment is effective in maintaining the network in a “Good” condition over the long term. The treated PCI remains above 60 across the 10 -year period, suggesting that the combination of adequat e rehabilitation funding and consistent preventive maintenance successfully offsets deterioration. As a result, this level of investment supports a sustainable pavement management strategy that preserves the network condition and minimizes future backlog growth.

Figure 23. Impact of Treatment on Pavement Condition Index: Budget $10M per Year Table 11.Breakdown of Yearly Maintenance and Rehabilitation Cost for $10M per year Year
Rehabilitation
Treatment
Cost
Preventive
Maintenance
Cost
Total Cost PCI Untreated PCI Treated
2026 $9.5 M $0.0 M $9.5 M 65 67
2027 $9.5 M $0.5 M $10.0 M 63 66
2028 $9.5 M $0.5 M $10.0 M 60 65
2029 $9.5 M $0.5 M $10.0 M 58 64
2030 $9.5 M $0.5 M $10.0 M 55 63
2031 $9.5 M $0.0 M $9.5 M 53 62
2032 $9.5 M $0.5 M $10.0 M 51 62
2033 $9.5 M $0.5 M $10.0 M 49 62
2034 $9.5 M $0.5 M $10.0 M 47 62
2035 $9.5 M $0.5 M $10.0 M 45 63
Total for 10 Years $94.9 M $4.0 M $99.0 M

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6.2 Target Driven Scenario
StreetSaver® was used to perform the following budget analyses on the City’s roadway pavements from 2026 to 2035. A 3% inflation with 5% interest rate was considered in all budget scenarios. The following scenarios were considered:

1. Required annual budget to Improve Condition to a State of Good – PCI = 75.

2. Required annual budget to Maintain the PCI at 65.

Scenario 1: Improve Condition to a State of Good Repair – PCI = 75

To improve the pavement network condition and maintain it at a desirable level over a 10-year period, a total investment of approximately $174 million is required. This includes $133.4 million for rehabilitation treatments and $ 40.6 million for preventive maintenance. The table shows how funding is distributed annually to support both immediate rehabilitation needs and ongoing maintenance efforts.

In 202 6, the program begins with a combined investment of $1 9.8 million, including $ 13.5 million in rehabilitation and $ 6.3 million in preventive maintenance. As the network stabilizes, funding requirements rise in the next several years, peaking between 202 7 and 2028, where total annual costs reach $23.6 million and $22.9 million, driven by rehabilitation needs of $ 21.3 million and $20.8 million, respectively. From 2029 to 2032, annual expenditure gradually trends downward, reflecting a shift from heavy rehabilitation toward a more balanced mix of treatment types. Beginning in 203 3, the strategy moves into a preservation phase , with significantly lower rehabilitation costs. Preventive maintenance plays a larger role, particularly in 2033 with $10.8 million, ensuring the network remains in good condition with minimal structural work required. Annual totals in 2034 and 2035 range between $10.1 million and $9.6 million. The untreated PCI begins at 65 in 2026 and follows the expected deterioration path, declining steadily to 45 by 2035 without any intervention. In contrast, the treated PCI improves from 69 in 2026 to 75 by 203 2, and then remains consistently at 75 through 203 5, demonstrating that the combined rehabilitation and preventive maintenance pro gram effectively lifts the network into the “Very Good” condition range and sustains it over the full analysis period.

Figure 24. Impact of Treatment on Pavement Condition Index: Achieving a State of Good Repair

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Table 12. Breakdown of Yearly Maintenance and Rehabilitation Cost to Achieve and Maintain a State of Good Repair
Year
Rehabilitation
Treatment
Cost
Preventive
Maintenance
Cost
Total Cost PCI Untreated PCI Treated
2026 $13.5 M $6.3 M $19.8 M 65 69
2027 $21.3 M $2.3 M $23.6 M 63 70
2028 $20.8 M $2.1 M $22.9 M 60 71
2029 $17.9 M $2.0 M $19.9 M 58 72
2030 $15.7 M $2.8 M $18.5 M 55 73
2031 $18.1 M $1.2 M $19.3 M 53 74
2032 $17.3 M $2.2 M $19.5 M 51 75
2033 $0.5 M $10.3 M $10.8 M 49 75
2034 $4.2 M $5.9 M $10.1 M 47 75
2035 $4.1 M $5.5 M $9.6 M 45 75
Total for 10 Years $133.4 M $40.6 M $174.0 M

Scenario 2: Maintain Current PCI of 65

To maintain the pavement network condition over a 10-year period, a total investment of approximately $114.5 million is required. The table provides a detailed breakdown of yearly rehabilitation treatment costs, with a combined allocation for both rehabilitation and preventive maintenance throughout the analysis period. No funding is allocated in 202 6, reflecting a deferred maintenance approach during the initial years. By 2027, an investment of $13.4 million initiates rehabilitation and maintenance activities to address early signs of network deterioration.

Between 2028 and 2030, annual expenditures increase substantially, ranging from $13.4 million to $17.4 million, marking the peak years of combined treatment work aimed at improving overall network conditions. From 203 1 onward, costs gradually decline as the major rehabilitation needs are met, with expenditures reducing from $12. 2 million in 203 1 to $9.8 million by 203 5, supported by a shift toward lower-cost maintenance strategies in the later years. The untreated PCI begins at 65 in 2026 and steadily declines to 4 5 by 2035, representing the expected deterioration without maintenance. In contrast, the treated PCI remains consistently stable at 6 5 throughout the entire analysis period, indicating that the allocated funding is sufficient to sustain the network within the “Good” condition range. This funding scenario demonstrates that a strategically phased rehabilitation approach, supported by targe ted preventive maintenance, can effectively maintain pavement performance when investments are concentrated during critical deterioration periods.

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Figure 25. Impact of Treatment on Pavement Condition Index: Maintain Current PCI of 65

Table 13. Breakdown of Yearly Maintenance and Rehabilitation Cost to Maintain Current PCI of 65
Year
Rehabilitation
Treatment
Cost
Preventive
Maintenance
Cost
Total Cost PCI Untreated PCI Treated
2026 $0.0 M $0.0 M $0.0 M 65 65
2027 $6.0 M $7.5 M $13.4 M 63 65
2028 $10.6 M $3.2 M $13.8 M 60 65
2029 $14.6 M $2.2 M $16.8 M 58 65
2030 $14.6 M $2.8 M $17.4 M 55 65
2031 $11.0 M $1.2 M $12.2 M 53 65
2032 $8.7 M $2.2 M $10.9 M 51 65
2033 $10.0 M $0.0 M $10.0 M 49 65
2034 $0.4 M $9.6 M $10.1 M 47 65
2035 $3.8 M $6.0 M $9.8 M 45 65
Total for 10 Years $79.7 M $34.8 M $114.5 M

Scenario Comparisons:

Table 14 summarizes four funding scenarios, illustrating the relationship between investment levels and projected pavement conditions by 2035. Higher annual budgets yield improved PCI outcomes, with the “State of Good Repair” scenario achieving the best overall network performance.

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Figure 26. PCI Comparison by Scenarios.

Table 14. Comparison of annual M&R Cost.

Scenarios Description 10-Year Budget 2035 PCI
1 $3.5M per Year $35M 51
2 $10M per Year $100M 63
3 State of Good Repair $179.2M 75
4 Maintain PCI-65 $112.5M 65

7. SUMMARY AND RECOMMENDATIONS

7.1 Summary
The objectives of this Pavement Management Report are as follows:

• To present the results of the FY 2025 network-level pavement condition survey conducted for the City.
• To update and support the City’s StreetSaver® pavement management program with current condition data and recommended practices.

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A total of 1,792 pavement sections, covering approximately 249.07 centerline miles, were surveyed as part of this evaluation. The analysis was performed in accordance with the ASTM D6433 , which categorizes pavement performance based on PCI thresholds and the roadway's structural loading characteristics. Based on the findings:

• Category I – Very Good (PCI 70-100): 53.6% of the network • Category II – Good (PCI 50-70, Non-Load): 0.5% of the network • Category III – Good (PCI 50-70, Load): 14.0% of the network • Category IV – Poor (PCI 25-50): 21.2% of the network
• Category V – Very Poor (PCI 0–25): 10.8% of the network

The overall area -weighted PCI for the City is 6 5, placing the network in the Good range. This updated condition data provides a strong foundation for prioritizing pavement maintenance strategies, allocating funding, and extending the service life of the City’s roadway infrastructure.

Note that ARA has included the International Roughness Index (IRI) for each section and branch. The IRI is a measurement of the “smoothness” of the pavement. The units in the IRI are inches/mile and the higher the value the “rougher” the pavement is. For m ost situations an IRI < 200 in/mile is considered smooth and >400 in/mile is considered rough. As you can see in the summary table in Appendix A, the IRI is not clearly correlated with the PCI, however, in general, the IRI does go up as the PCI goes down.

7.2 Recommendations
Perform Regular Pavement Condition Inspections
In an effort to capitalize on this PCI inspection and better track the condition of its pavements, it is strongly recommended that the City continue to perform PCI surveys on a three -year cycle. Doing so will enable the city to:
• Better track the deterioration of its pavements,
• Develop pavement deterioration trends to better predict future pavement conditions, and • Assess the effectiveness of its pavement maintenance, preservation, and Major M&R activities.

The major inventory of pavements that are in fair condition today will continue to deteriorate and may require rehabilitation, such as resurfacing or reconstruction, a decade or so from now necessitating an increase in the annual M&R expenditure. It is necessary that this deterioration be proactively and systematically monitored to predict future pavement M&R funding needs more accurately.

Keep the Work History Data Update in StreetSaver® Database As the city improves the roadway network, it is recommended that all the M&R done should be kept up to date in the database. Accurate work history combined with regular pavement inspections will result into better prediction of the pavement deterioration trends to better predict future pavement conditions.

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8. DISCLAIMER
All preceding analyses were based on the results obtained in the field, as well as other input and analysis assumptions as outlined herein. ARA has made every attempt to base their procedures on sound methodology. However, circumstances beyond the control of ARA could result in alterations to the above results which may be completely justifiable.

Please use the above data and information, therefore, as guidelines for this project analyzed and reported herein.

APPLIED RESEARCH ASSOCIATES, INC.

February 2026.

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APPENDIX A Section Condition Report

Acronym Full Name / Description
FC Functional Classification
R Residential Street
C Collector
UMIA Urban Minor Arterial
OPA Other Principal Arterial
UPAO Urban Principal Arterial

Good - smooth 0 200
Fair 201 400
Poor - Rough 401 higher
Street IRI
City of Carson, California Page A2
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
162ST10 162ST010 A - AC R - Residential/Local 21,280 67 67 347 347 163ST10 163ST010 O - AC/AC R - Residential/Local 15,120 95 90 375 364 163ST021 A - AC R - Residential/Local 16,050 86 353 164ST10 164ST010 A - AC R - Residential/Local 20,800 92 92 425 425 168ST10 168ST010 A - AC R - Residential/Local 57,200 37 37 516 489 168ST020 A - AC R - Residential/Local 33,580 36 443 169ST10
169ST010 A - AC R - Residential/Local 26,085 82
91 235
306 169ST020 O - AC/AC R - Residential/Local 43,920 95 320 169ST030 O - AC/AC R - Residential/Local 7,308 95 475
181ST10 181ST010 A - AC R - Residential/Local 32,940 73 73 274 274 182ST10 182ST011 A - AC R - Residential/Local 28,260 91 92 395 292 182ST041 A - AC R - Residential/Local 28,080 93 189 184ST10
184ST010 A - AC R - Residential/Local 9,000 58
88 273
272 184ST020 A - AC R - Residential/Local 9,540 94 416
184ST031 A - AC R - Residential/Local 27,720 92 169
184ST061 A - AC R - Residential/Local 28,080 92 324
185ST10 185ST010 A - AC R - Residential/Local 5,520 79 73 388 275 185ST020 A - AC R - Residential/Local 33,615 72 257 186ST10
186ST010 A - AC R - Residential/Local 7,020 71
85 347
241 186ST021 A - AC R - Residential/Local 27,900 84 173 186ST051 A - AC R - Residential/Local 27,540 89 184
186ST080 A - AC R - Residential/Local 8,910 86 547
189ST10 189ST011 A - AC R - Residential/Local 7,920 87 87 409 409 189ST20
189ST010 A - AC R - Residential/Local 12,870 87
85 253
275 189ST021 A - AC R - Residential/Local 27,360 87 267 189ST051 A - AC R - Residential/Local 27,360 79 287
City of Carson, California Page A3
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
189ST081 A - AC R - Residential/Local 19,260 88 283
192ST10 192ST010 A - AC C - Collector 163,370 42 40 716 620 192ST020 A - AC C - Collector 34,560 33 168 208ST10 208ST010 A - AC R - Residential/Local 24,780 24 24 688 688 209ST10 209ST011 A - AC R - Residential/Local 18,300 31 31 287 287 211ST10 211ST011 A - AC R - Residential/Local 13,600 86 78 366 408 211ST030 A - AC R - Residential/Local 5,940 59 504 211ST20 211ST011 A - AC R - Residential/Local 15,900 71 71 418 418 211ST30 211ST010 A - AC R - Residential/Local 9,100 46 46 262 262 212ST10 212ST010 A - AC R - Residential/Local 21,190 89 89 287 287 212ST20 212ST010 O - AC/AC R - Residential/Local 16,320 95 84 423 465 212ST020 A - AC R - Residential/Local 5,830 53 583 212ST30 212ST010 A - AC R - Residential/Local 9,360 25 25 335 335 213ST10
213ST010 A - AC R - Residential/Local 33,800 71
69 278
264
213ST020 A - AC C - Collector 34,380 75 324
213ST031 A - AC C - Collector 30,970 69 196
213ST051 A - AC C - Collector 20,140 68 247
213ST070 A - AC C - Collector 28,260 73 133
213ST080 A - AC C - Collector 19,260 76 225
213ST090 A - AC C - Collector 29,340 66 262
213ST101 A - AC C - Collector 20,330 70 340
213ST121 A - AC C - Collector 26,410 63 258
213ST141 A - AC C - Collector 39,520 60 266
213ST160 A - AC C - Collector 11,780 87 515
213ST20 213ST010 A - AC R - Residential/Local 16,490 84 84 459 459 213ST30
213ST011 A - AC C - Collector 23,760 90
90 261
211 213ST041 A - AC C - Collector 41,000 94 136
213ST071 A - AC C - Collector 21,800 95 243
City of Carson, California Page A4
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
213ST091 A - AC C - Collector 28,280 91 198
213ST121 A - AC C - Collector 24,480 92 137
213ST140 A - AC C - Collector 37,920 90 204
213ST150 A - AC MiA - Minor Arterial (4) 59,700 85 272
213TH90 213TH090 A - AC R - Residential/Local 3,468 44 45 345 403 213TH100 A - AC R - Residential/Local 4,956 45 443 214ST20 214ST010 A - AC R - Residential/Local 9,570 81 81 428 428 214ST30 214ST010 A - AC R - Residential/Local 17,700 80 80 439 439 214ST40 214ST010 A - AC R - Residential/Local 13,440 81 81 366 366 214ST50
214ST010 O - AC/AC C - Collector 9,720 94
92 433
328
214ST021 A - AC C - Collector 28,450 85 227
214ST041 A - AC C - Collector 15,750 93 266
214ST061 A - AC C - Collector 34,600 95 348
214ST080 A - AC C - Collector 22,100 94 427
214ST60 214ST010 A - AC R - Residential/Local 11,310 70 70 289 289 214ST70 214ST010 A - AC R - Residential/Local 32,100 91 91 378 378 214ST80 214ST010 A - AC R - Residential/Local 6,160 86 86 398 398 215PL10
215PL010 A - AC R - Residential/Local 25,920 77
73 371
332 215PL021 A - AC R - Residential/Local 19,080 83 572 215PL040 A - AC R - Residential/Local 34,350 60 205
215PL050 A - AC R - Residential/Local 9,264 87 196
215PL20 215PL011 A - AC R - Residential/Local 20,600 43 43 274 274 215PL30 215PL010 A - AC R - Residential/Local 9,130 77 77 382 382 215PL40 215PL010 A - AC R - Residential/Local 8,000 79 79 178 178 215ST10
215ST010 A - AC R - Residential/Local 11,400 87
65 226
384 215ST060 A - AC R - Residential/Local 4,428 83 444
215ST070 A - AC R - Residential/Local 7,296 20 594
215ST20 215ST010 O - AC/AC R - Residential/Local 16,000 95 95 436 547 City of Carson, California Page A5
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
215ST020 O - AC/AC R - Residential/Local 25,280 95 617
215ST30 215ST010 A - AC R - Residential/Local 29,340 89 89 365 365 215ST40 215ST011 O - AC/AC R - Residential/Local 26,400 95 95 398 398 216ST10
216ST01 A - AC R - Residential/Local 19,800 83
80 452
418 216ST030 A - AC R - Residential/Local 8,928 79 215
216ST040 A - AC R - Residential/Local 10,120 83 414
216ST060 A - AC R - Residential/Local 2,772 44 849
216ST30 216ST010 O - AC/AC R - Residential/Local 29,340 95 95 358 358 218PL10 218PL010 A - AC R - Residential/Local 6,112 59 89 656 763 218PL020 O - AC/AC R - Residential/Local 27,950 95 787 218PL20 218PL010 A - AC R - Residential/Local 27,300 91 91 594 574 218PL020 A - AC R - Residential/Local 7,200 89 499 218PL30W 218PL010 A - AC R - Residential/Local 28,800 47 47 510 510 218PL40E 218PL010 A - AC R - Residential/Local 3,200 95 76 287 402 218PL100 A - AC R - Residential/Local 7,416 68 451 218ST10 218ST010 A - AC R - Residential/Local 7,040 45 71 346 212 218ST020 A - AC R - Residential/Local 12,800 86 139 218ST20 218ST011 O - AC/AC R - Residential/Local 35,820 95 95 132 132 218ST30 218ST010 A - AC R - Residential/Local 14,950 93 93 537 537 218ST40 218ST011 A - AC R - Residential/Local 18,190 89 52 181 292 218ST030 A - AC R - Residential/Local 23,400 24 379 218ST50 218ST011 A - AC R - Residential/Local 13,760 89 89 409 409 218ST60 218ST010 A - AC R - Residential/Local 4,680 42 42 669 669 218ST70 218ST010 A - AC R - Residential/Local 15,000 91 91 438 438 218ST80 218ST010 A - AC R - Residential/Local 32,096 43 43 426 426 219PL10 219PL010 A - AC R - Residential/Local 27,300 75 75 653 653 219PL20 219PL010 A - AC R - Residential/Local 30,940 89 89 534 534 219ST10 219ST010 A - AC R - Residential/Local 28,990 85 85 551 551 City of Carson, California Page A6
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
219ST20 219ST010 A - AC R - Residential/Local 28,990 86 86 529 529 219ST30 219ST010 A - AC R - Residential/Local 5,100 31 31 441 441 219ST40 219ST020 O - AC/AC R - Residential/Local 21,384 95 95 376 376 219ST50 219ST011 A - AC R - Residential/Local 9,455 75 79 390 265 219ST031 A - AC R - Residential/Local 17,720 81 198 219ST60
219ST010 A - AC R - Residential/Local 14,760 91
81 683
425 219ST021 A - AC R - Residential/Local 23,400 78 395 219ST041 A - AC R - Residential/Local 23,940 79 419
219ST061 A - AC R - Residential/Local 46,440 80 362
219ST70 219ST010 A - AC R - Residential/Local 7,650 72 70 271 298 219ST020 A - AC R - Residential/Local 5,070 66 339 219ST80 219ST080 A - AC R - Residential/Local 5,880 49 49 489 489 220PL10 220PL010 O - AC/AC R - Residential/Local 24,360 95 95 629 629 220PL20 220PL010 A - AC R - Residential/Local 24,975 79 79 264 264 220ST10
220ST010 A - AC C - Collector 119,100 23
26 605
557
220ST020 A - AC C - Collector 63,480 18 600
220ST031 A - AC C - Collector 28,400 42 371
220ST060 A - AC C - Collector 18,000 44 316
220ST071 A - AC C - Collector 27,990 26 585
220ST100 A - AC C - Collector 5,940 30 624
220ST20
220ST010 O - AC/AC R - Residential/Local 31,185 95
77 574
602 220ST020 A - AC R - Residential/Local 8,640 88 403
220ST030 A - AC R - Residential/Local 46,260 63 658
220ST30
220ST010 P - PCC C - Collector 46,260 52
68 110
257
220ST020 P - PCC C - Collector 17,120 52 110
220ST030 P - PCC C - Collector 26,660 50 110
220ST040 A - AC C - Collector 21,240 89 427
220ST050 A - AC C - Collector 28,260 94 234
City of Carson, California Page A7
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
220ST061 A - AC C - Collector 38,160 90 257
220ST080 A - AC C - Collector 9,860 77 271
220ST101 A - AC C - Collector 17,100 26 466
220ST110 A - AC R - Residential/Local 7,848 34 254
220ST120 A - AC C - Collector 28,620 42 282
220ST130 A - AC C - Collector 34,170 87 464
220ST140 A - AC C - Collector 11,390 63 266
220ST150 O - AC/AC C - Collector 9,600 94 274
220ST160 O - AC/AC C - Collector 27,580 94 160
220ST210 A - AC R - Residential/Local 7,848 25 404
220ST40 220ST010 A - AC C - Collector 3,036 92 92 190 179 220ST020 A - AC C - Collector 2,988 92 168 221PL10 221PL010 O - AC/AC R - Residential/Local 19,370 95 92 315 402 221PL031 A - AC R - Residential/Local 18,880 89 491 221ST10
221ST010 A - AC R - Residential/Local 20,670 94
66 315
441
221ST021 A - AC R - Residential/Local 16,350 32 536
221ST030 A - AC R - Residential/Local 3,240 60 385
221ST060 A - AC R - Residential/Local 3,360 73 520
221ST070 A - AC R - Residential/Local 468 57 288
221ST080 A - AC R - Residential/Local 6,240 61 605
221ST20 221ST010 A - AC R - Residential/Local 5,850 82 86 403 380 221ST020 A - AC R - Residential/Local 9,840 89 367 221ST30 221ST01 A - AC R - Residential/Local 19,440 93 81 162 214 221ST031 A - AC R - Residential/Local 27,180 72 252 222ST10 222ST010 A - AC R - Residential/Local 19,950 57 49 215 187 222ST020 A - AC R - Residential/Local 16,510 39 154 222ST20 222ST011 A - AC R - Residential/Local 15,900 91 61 241 278 222ST030 A - AC R - Residential/Local 15,200 29 317 City of Carson, California Page A8
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
222ST30 222ST011 A - AC R - Residential/Local 15,450 86 86 236 236 222ST40 222ST010 A - AC R - Residential/Local 12,960 94 94 213 213 222ST50 222ST011 A - AC R - Residential/Local 16,160 48 48 433 433 222ST60 222ST010 A - AC R - Residential/Local 12,600 93 93 399 399 222ST70 222ST011 A - AC R - Residential/Local 17,460 89 89 275 275 222ST80 222ST011 A - AC R - Residential/Local 16,960 91 93 330 292 222ST031 A - AC R - Residential/Local 34,400 94 274 223ST10
223ST030 A - AC A - Arterial 1,980 28
80 183
132 223ST040 A - AC A - Arterial 6,564 28 275
223ST210 A - AC A - Arterial 33,492 88 109
223ST220 A - AC A - Arterial 17,232 90 162
223ST10E
223ST010 P - PCC A - Arterial 7,130 90
47 110
173
223ST020 A - AC A - Arterial 54,400 60 252
223ST030 A - AC A - Arterial 69,880 77 129
223ST040 A - AC A - Arterial 41,340 49 299
223ST050 A - AC A - Arterial 10,140 36 115
223ST061 A - AC A - Arterial 70,780 52 140
223ST081 A - AC A - Arterial 20,360 70 163
223ST100 A - AC A - Arterial 46,080 33 292
223ST110 A - AC A - Arterial 27,200 35 136
223ST120 A - AC A - Arterial 25,800 24 103
223ST130 A - AC A - Arterial 47,520 25 145
223ST140 A - AC A - Arterial 88,380 34 127
223ST20W
223ST010 A - AC A - Arterial 90,540 22
41 228
203
223ST020 A - AC A - Arterial 48,060 25 193
223ST030 A - AC A - Arterial 25,600 17 167
223ST040 A - AC A - Arterial 27,400 22 172
223ST050 A - AC A - Arterial 46,260 40 144
City of Carson, California Page A9
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
223ST065 A - AC A - Arterial 21,525 49 293
223ST080 A - AC A - Arterial 30,400 54 191
223ST090 A - AC A - Arterial 40,950 48 114
223ST101 A - AC A - Arterial 54,795 55 276
223ST120 A - AC A - Arterial 66,800 54 247
223ST130 A - AC A - Arterial 54,400 53 180
223ST140 P - PCC A - Arterial 7,130 91 110
224PL10 224PL010 A - AC R - Residential/Local 15,540 90 90 412 412 224PL20 224PL010 A - AC R - Residential/Local 28,184 50 50 231 231 224PL30 224PL010 A - AC R - Residential/Local 5,040 86 86 431 431 224ST10 224ST010 A - AC R - Residential/Local 15,210 94 94 291 314 224ST020 A - AC R - Residential/Local 23,760 94 328 224ST20
224ST011 A - AC R - Residential/Local 27,180 84
89 185
259 224ST041 A - AC R - Residential/Local 17,460 93 209 224ST061 A - AC R - Residential/Local 18,000 92 419
224ST30 224ST010 A - AC R - Residential/Local 5,040 66 66 506 506 225ST10 225ST010 O - AC/AC R - Residential/Local 28,990 95 95 451 451 225ST20 225ST010 A - AC R - Residential/Local 5,040 86 86 393 393 226PL10 226PL010 A - AC R - Residential/Local 5,040 92 92 449 449 226PL20 226PL010 A - AC R - Residential/Local 28,210 94 94 432 395 226PL020 O - AC/AC R - Residential/Local 6,840 95 240 226ST10 226ST010 O - AC/AC R - Residential/Local 27,950 95 95 258 258 226ST20 226PL010 A - AC R - Residential/Local 7,840 53 53 470 470 226ST30 226ST010 A - AC R - Residential/Local 21,930 95 95 388 388 227ST10 227ST011 A - AC R - Residential/Local 26,400 51 51 475 475 227ST20 227ST010 A - AC R - Residential/Local 5,040 63 63 414 414 228ST10 228ST010 O - AC/AC C - Collector 5,550 94 89 643 496 228ST021 A - AC C - Collector 36,960 88 288 City of Carson, California Page A10
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
228ST051 A - AC C - Collector 24,015 95 273
228ST081 A - AC C - Collector 19,720 94 355
228ST115 A - AC C - Collector 22,140 71 748
228ST131 A - AC C - Collector 31,500 85 609
228ST160 A - AC C - Collector 9,600 89 772
228ST171 O - AC/AC C - Collector 18,540 94 503
228ST191 O - AC/AC C - Collector 16,160 94 538
228ST211 A - AC C - Collector 19,520 91 525
228ST231 A - AC C - Collector 25,020 93 567
229PL10
229PL020 O - AC/AC R - Residential/Local 21,600 95
68 323
346 229PL030 A - AC R - Residential/Local 8,820 63 408
229PL040 A - AC R - Residential/Local 11,550 22 341
229PL30 229PL011 A - AC R - Residential/Local 17,460 36 36 267 267 229PL40
229PL010 A - AC R - Residential/Local 25,740 91
88 138
167 229PL020 A - AC R - Residential/Local 17,700 87 192 229PL040 A - AC R - Residential/Local 2,964 67 277
229ST10E 229ST010 A - AC R - Residential/Local 16,484 92 92 412 412 229ST30 229ST010 A - AC R - Residential/Local 25,740 92 92 303 334 229ST020 A - AC R - Residential/Local 15,210 92 386 229ST40 229ST010 A - AC R - Residential/Local 10,080 44 44 330 330 229ST50 229ST011 A - AC R - Residential/Local 17,820 86 86 216 216 230ST10 230ST010 A - AC R - Residential/Local 99,120 32 27 550 464 230ST020 A - AC R - Residential/Local 109,200 23 385 230ST20 230ST010 A - AC R - Residential/Local 5,400 79 79 362 362 230ST30 230ST010 A - AC R - Residential/Local 16,920 44 44 359 359 230ST40 230ST010 A - AC R - Residential/Local 16,160 80 80 407 407 230ST50 230ST010 A - AC R - Residential/Local 14,100 77 77 343 343 230ST60 230ST010 A - AC R - Residential/Local 21,195 92 92 260 260 City of Carson, California Page A11
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
230ST70 230ST010 A - AC R - Residential/Local 49,600 88 88 283 283 231ST10 231ST010 A - AC R - Residential/Local 7,800 76 76 362 362 231ST20 231ST010 A - AC R - Residential/Local 9,120 75 75 348 348 231ST30
231ST010 O - AC/AC R - Residential/Local 8,640 95
92 152
225 231ST021 O - AC/AC R - Residential/Local 31,000 95 117 231ST051 A - AC R - Residential/Local 30,800 88 308
231ST081 A - AC R - Residential/Local 15,800 91 313
231ST40 231ST010 A - AC R - Residential/Local 18,200 22 22 389 389 231ST50
231ST010 A - AC R - Residential/Local 29,205 86
86 302
248 231ST020 A - AC R - Residential/Local 22,500 91 213 231ST030 A - AC R - Residential/Local 20,295 81 209
232PL10
232PL010 A - AC R - Residential/Local 11,250 69
77 446
241 232PL020 A - AC R - Residential/Local 19,200 70 186 232PL030 A - AC R - Residential/Local 31,460 85 202
232PL20 232PL010 A - AC R - Residential/Local 19,370 88 88 374 374 232ST10 232ST10 A - AC R - Residential/Local 7,920 80 81 384 443 232ST20 A - AC R - Residential/Local 4,160 83 555 232ST20 232ST010 A - AC R - Residential/Local 18,590 22 22 254 254 232ST30 232ST011 O - AC/AC R - Residential/Local 31,635 95 95 437 437 232ST40 232ST040 A - AC R - Residential/Local 1,080 88 88 544 544 233ST10 233ST010 A - AC R - Residential/Local 159,880 22 22 663 663 233ST20 233ST010 A - AC R - Residential/Local 11,570 68 68 381 381 233ST30 233ST010 A - AC R - Residential/Local 30,160 85 85 246 246 233ST40
233ST010 A - AC R - Residential/Local 19,800 88
81 641
452 233ST020 A - AC R - Residential/Local 9,075 79 191
233ST030 A - AC R - Residential/Local 9,900 70 315
234PL10 234PL010 A - AC R - Residential/Local 28,080 84 88 538 519 234PL020 A - AC R - Residential/Local 32,340 92 503 City of Carson, California Page A12
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
234PL20 234PL010 A - AC R - Residential/Local 22,410 21 21 429 429 234ST10
234ST010 A - AC R - Residential/Local 8,800 93
92 334
347
234ST020 A - AC R - Residential/Local 15,040 93 205
234ST030 A - AC R - Residential/Local 19,840 92 504
234ST040 A - AC R - Residential/Local 38,240 92 377
234ST050 A - AC R - Residential/Local 10,080 79 320
234ST060 O - AC/AC R - Residential/Local 22,750 95 270
234ST20 234ST011 A - AC R - Residential/Local 19,800 93 93 209 209 235ST10 235ST010 A - AC R - Residential/Local 8,960 85 85 355 355 235ST20 235ST011 A - AC R - Residential/Local 68,020 92 92 329 329 235ST30 235ST011 A - AC R - Residential/Local 32,400 89 89 382 382 236CT10 236CT010 A - AC R - Residential/Local 5,600 41 43 593 465 236CT020 A - AC R - Residential/Local 5,330 45 331 236ST10 236ST010 A - AC R - Residential/Local 126,672 55 55 625 625 236ST20 236ST010 O - AC/AC R - Residential/Local 9,460 95 94 215 344 236ST020 A - AC R - Residential/Local 11,390 93 452 236ST30
236ST011 A - AC R - Residential/Local 16,830 92
92 245
304 236ST030 A - AC R - Residential/Local 15,675 93 330 236ST040 A - AC R - Residential/Local 10,710 89 360
237ST10
237ST010 A - AC R - Residential/Local 25,650 92
94 482
316 237ST020 O - AC/AC R - Residential/Local 23,625 95 125 237ST030 O - AC/AC R - Residential/Local 6,480 95 353
238PL10
238PL010 A - AC R - Residential/Local 31,185 94
95 464
416 238PL020 O - AC/AC R - Residential/Local 41,910 95 347 238PL030 O - AC/AC R - Residential/Local 6,300 95 641
238ST10 238ST010 A - AC R - Residential/Local 55,205 19 19 571 571 238ST20 238ST010 A - AC R - Residential/Local 8,970 95 95 414 414 238ST30 238ST010 A - AC R - Residential/Local 24,975 92 92 283 337 City of Carson, California Page A13
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
238ST020 A - AC R - Residential/Local 28,350 92 385
244ST10 244ST010 A - AC R - Residential/Local 6,095 89 89 412 412 244ST20 244ST011 A - AC R - Residential/Local 16,920 86 88 448 384 244ST030 A - AC R - Residential/Local 8,820 93 260 245ST10 245ST010 A - AC R - Residential/Local 12,800 88 88 473 473 246PL10 246PL010 A - AC R - Residential/Local 6,480 73 73 449 449 246ST10 246ST010 A - AC R - Residential/Local 3,795 76 76 319 319 246ST30 246ST010 A - AC R - Residential/Local 3,450 62 62 451 451 247ST10 247ST010 A - AC R - Residential/Local 6,480 48 48 536 536 247ST20 247ST010 A - AC R - Residential/Local 7,425 85 85 484 484 247ST30 247ST010 A - AC R - Residential/Local 6,930 84 84 412 412 248ST10 248ST010 A - AC R - Residential/Local 3,795 49 49 540 540 248ST20 248ST010 A - AC R - Residential/Local 6,480 57 57 465 465 248ST30 248ST010 A - AC R - Residential/Local 7,095 67 67 603 603 249ST10 249ST010 A - AC R - Residential/Local 6,480 80 80 361 361 249ST20 249ST011 A - AC R - Residential/Local 21,300 91 91 343 343 ABBST10 ABBST011 A - AC R - Residential/Local 27,900 62 62 227 227 ABBST20 ABBST010 A - AC R - Residential/Local 7,800 92 92 380 234 ABBST020 A - AC R - Residential/Local 24,650 92 188 ABBST30 ABBST010 A - AC R - Residential/Local 28,950 87 87 239 239 ABIST10 ABIST010 A - AC R - Residential/Local 15,210 84 84 314 314 ABIST20 ABIST010 A - AC R - Residential/Local 15,730 70 70 335 335 ABIST30 ABIST010 A - AC R - Residential/Local 6,900 94 94 371 371 ABRST10 ABRST010 A - AC R - Residential/Local 13,950 45 45 296 296 ABRST20 ABRST010 A - AC R - Residential/Local 16,320 51 51 268 268 ACAAV10
ACAAV010 A - AC C - Collector 11,880 58
62 559
615 ACAAV020 A - AC C - Collector 12,780 50 668
ACAAV030 A - AC C - Collector 18,540 67 686
City of Carson, California Page A14
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
ACAAV040 A - AC C - Collector 8,280 61 487
ACAAV050 A - AC C - Collector 8,640 90 459
ACAAV060 A - AC C - Collector 20,340 55 668
ACKAV10 ACKAV010 A - AC R - Residential/Local 11,570 48 48 425 425 ACODR10 ACODR010 A - AC R - Residential/Local 6,555 79 79 403 403 ADAST10
ADAST010 A - AC R - Residential/Local 27,560 45
37 316
327 ADAST020 A - AC R - Residential/Local 31,500 33 402 ADAST030 A - AC R - Residential/Local 15,750 32 194
ADOST10 ADOST010 A - AC R - Residential/Local 7,920 89 89 355 355 ADRAV10 ADRAV010 A - AC R - Residential/Local 14,400 70 70 265 265 ALAST10 ALAST010 A - AC A - Arterial 101,160 68 68 349 349 ALAST20N
ALAST010 A - AC A - Arterial 45,900 66
38 263
149
ALAST020 A - AC A - Arterial 20,880 27 171
ALAST030 A - AC A - Arterial 12,350 36 154
ALAST040 A - AC A - Arterial 10,440 27 120
ALAST050 A - AC A - Arterial 10,620 25 108
ALAST060 A - AC A - Arterial 10,620 21 124
ALAST070 A - AC A - Arterial 10,800 20 103
ALAST080 A - AC A - Arterial 11,780 21 120
ALAST090 A - AC A - Arterial 10,620 22 119
ALAST100 A - AC A - Arterial 10,800 28 123
ALAST110 A - AC A - Arterial 11,160 21 119
ALAST120 A - AC A - Arterial 10,440 21 135
ALAST130 A - AC A - Arterial 46,440 25 138
ALAST140 A - AC A - Arterial 56,700 54 111
ALAST150 A - AC A - Arterial 4,440 54 132
ALAST30S ALAST010 A - AC A - Arterial 10,440 32 27 183 186 ALAST020 A - AC A - Arterial 11,160 27 210 City of Carson, California Page A15
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
ALAST031 A - AC A - Arterial 30,820 28 188
ALAST061 A - AC A - Arterial 49,280 25 173
ALAST110 A - AC A - Arterial 19,800 29 213
ALAST120 A - AC A - Arterial 30,600 28 178
ALAST40N ALAST010 A - AC A - Arterial 150,192 44 44 386 386 ALAST50S ALAST010 A - AC A - Arterial 150,192 47 47 376 376 ALAST60N ALAST010 A - AC A - Arterial 102,442 43 43 178 178 ALAST70S ALAST010 A - AC A - Arterial 102,442 46 46 370 370 ALBBL10
ALBBL010 O - AC/AC MiA - Minor Arterial (4) 57,850 71
77 437
239
ALBBL020 O - AC/AC MiA - Minor Arterial (4) 70,000 54 344 ALBBL030 O - AC/AC MiA - Minor Arterial (4) 73,200 75 187 ALBBL040 O - AC/AC MiA - Minor Arterial (4) 148,400 87 165 ALBBL050 A - AC MiA - Minor Arterial (4) 84,480 82 194
ALBBL20 ALBBL010 A - AC C - Collector 124,000 91 91 207 207 ALBST10 ALBST010 A - AC R - Residential/Local 19,500 83 83 373 373 ALLEY01 ALLEY001 A - AC O - Other 4,056 16 16 843 843
ALLEY02 ALLEY002 A - AC O - Other 3,600 8 8 806 806
ALLEY03 ALLEY003 A - AC O - Other 3,960 46 46 422 422
ALLEY04 ALLEY004 A - AC O - Other 10,200 26 26 443 443
ALLEY05 ALLEY005 A - AC O - Other 10,200 24 24 395 395
ALLEY06 ALLEY006 A - AC O - Other 7,800 11 11 381 381
ALLEY07 ALLEY007 A - AC O - Other 8,640 27 27 418 418
ALLEY08 ALLEY008 A - AC O - Other 6,360 73 73 597 597
ALLEY09 ALLEY009 A - AC O - Other 3,600 17 17 509 509
ALLEY10 ALLEY010 A - AC O - Other 4,800 41 41 452 452
ALLEY11 ALLEY011 A - AC O - Other 5,760 10 10 756 756
ALLEY12 ALLEY012 A - AC O - Other 5,760 4 4 706 706
ALLEY13 ALLEY013 A - AC O - Other 7,080 12 12 730 730
City of Carson, California Page A16
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
ALLEY14 ALLEY014 A - AC O - Other 12,600 6 6 417 417
ALLEY15 ALLEY015 A - AC O - Other 1,800 17 17 573 573
ALLEY16 ALLEY016 A - AC O - Other 10,320 3 3 427 427
ALLEY17 ALLEY017 A - AC O - Other 7,920 16 16 640 640
ALLEY18 ALLEY018 A - AC O - Other 13,200 40 40 700 700
ALLEY19 ALLEY019 A - AC O - Other 13,800 16 16 580 580
ALLEY20 ALLEY020 A - AC O - Other 12,480 14 14 507 507
ALLEY21 ALLEY021 A - AC O - Other 19,080 26 26 502 502
ALLEY22 ALLEY022 A - AC O - Other 3,840 24 24 406 406
ALLEY23 ALLEY023 A - AC O - Other 16,440 14 14 358 358
ALLEY24 ALLEY024 A - AC O - Other 8,400 7 7 457 457
ALLEY25 ALLEY025 A - AC O - Other 9,000 12 12 653 653
ALLEY26 ALLEY026 A - AC O - Other 10,800 14 14 527 527
ALLEY27 ALLEY027 A - AC O - Other 10,200 9 9 622 622
ALLEY28 ALLEY028 A - AC O - Other 15,480 32 32 504 504
ALLEY29 ALLEY029 A - AC O - Other 8,400 10 10 672 672
ALLEY30 ALLEY030 A - AC O - Other 6,120 11 11 737 737 ALLEY31 ALLEY031 A - AC O - Other 7,560 0 0 ALLEY32 ALLEY032 A - AC O - Other 9,600 29 29 654 654
ALLEY33 ALLEY033 A - AC O - Other 7,680 28 28 542 542
ALLEY34 ALLEY034 A - AC O - Other 7,920 11 11 704 704
ALLEY35 ALLEY035 A - AC O - Other 8,520 17 17 536 536
ALLEY36 ALLEY036 A - AC O - Other 8,640 38 38 551 551
ALLEY37 ALLEY037 A - AC O - Other 3,240 49 49 580 580
ALLEY38 ALLEY038 A - AC O - Other 3,480 51 51 569 569
ALLEY39 ALLEY039 A - AC O - Other 3,360 66 66 567 567
ALLEY40 ALLEY040 A - AC O - Other 3,360 30 30 603 603
ALLEY41 ALLEY041 A - AC O - Other 3,360 23 23 611 611
City of Carson, California Page A17
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
ALLEY42 ALLEY042 A - AC O - Other 3,360 8 8 556 556
ALLEY43 ALLEY043 A - AC O - Other 3,360 37 37 403 403
ALLEY44 ALLEY044 A - AC O - Other 3,360 34 34 584 584
ALLEY45 ALLEY045 A - AC O - Other 3,360 40 40 449 449
ALLEY46 ALLEY046 A - AC O - Other 3,000 43 43 624 624
ALLEY47 ALLEY047 A - AC O - Other 2,520 17 17 768 768
ALLEY48 ALLEY048 A - AC O - Other 13,440 94 94 1000 1000 ALLEY49 ALLEY049 A - AC O - Other 9,840 8 8 676 676
ALLEY50 ALLEY050 A - AC O - Other 3,360 34 34 656 656
ALLEY51 ALLEY051 A - AC O - Other 3,480 33 33 511 511
ALLEY52 ALLEY052 A - AC O - Other 3,360 53 53 569 569
ALLEY53 ALLEY053 A - AC O - Other 3,408 49 49 566 566
ALLEY54 ALLEY054 A - AC O - Other 3,360 49 49 529 529
ALOBL10
ALOBL010 O - AC/AC A - Arterial 40,455 94
47 222
240
ALOBL020E A - AC A - Arterial 25,668 62 324
ALOBL030E A - AC A - Arterial 20,460 29 292
ALOBL040E A - AC A - Arterial 29,605 19 176
ALOBL050E A - AC A - Arterial 52,235 30 160
ALOBL060E A - AC A - Arterial 38,595 44 331
ALODR10 ALODR010 A - AC R - Residential/Local 33,000 66 66 278 278 ALVAV10 ALVAV010 A - AC R - Residential/Local 12,960 91 91 263 263 ALVAV20 ALVAV010 A - AC R - Residential/Local 9,000 60 68 184 123 ALVAV020 A - AC R - Residential/Local 21,120 72 97 ALVPL10 ALVPL010 A - AC R - Residential/Local 10,400 59 73 207 271 ALVPL020 A - AC R - Residential/Local 18,720 80 307 AMAAV20S AMAAV011 A - AC R - Residential/Local 23,400 89 89 217 217 AMAAV30 AMAAV010 A - AC R - Residential/Local 20,800 94 94 389 389 AMAAV40 AMAAV011 O - AC/AC R - Residential/Local 16,160 95 90 310 250 City of Carson, California Page A18
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
AMAAV030 A - AC R - Residential/Local 17,100 86 194
AMAAV50 AMAAV010 A - AC R - Residential/Local 8,250 59 59 426 426 AMBAV10 AMBAV011 A - AC R - Residential/Local 14,890 91 91 325 325 AMBAV20 AMBAV011 A - AC R - Residential/Local 19,800 90 90 320 320 AMBAV30 AMBAV010 A - AC R - Residential/Local 25,650 78 78 331 331 AMBAV50 AMBAV010 A - AC R - Residential/Local 5,280 67 66 211 184 AMBAV020 A - AC R - Residential/Local 4,200 65 150 ANCAV10
ANCAV010 O - AC/AC R - Residential/Local 8,250 95
93 150
224 ANCAV020 A - AC R - Residential/Local 31,845 91 197 ANCAV030 A - AC R - Residential/Local 11,880 95 347
ANCAV20 ANCAV010 A - AC R - Residential/Local 12,160 74 74 537 537 ANCAV30 ANCAV011 A - AC R - Residential/Local 22,860 80 84 173 245 ANCAV031 A - AC R - Residential/Local 18,000 88 337 ANCAV40 ANCAV010 A - AC R - Residential/Local 10,560 94 94 455 455 ANCAV50 ANCAV010 A - AC R - Residential/Local 48,320 83 76 365 368 ANCAV020 A - AC R - Residential/Local 7,200 26 389 ANDAV10 ANDAV010 A - AC R - Residential/Local 10,140 93 85 261 386 ANDAV020 A - AC R - Residential/Local 20,100 81 449 ANEAV10 ANEAV010 A - AC R - Residential/Local 70,000 33 33 390 390 ANNAV10 ANNAV010 A - AC R - Residential/Local 73,040 29 29 319 319 ANNAV20
ANNAV010 A - AC R - Residential/Local 17,760 95
94 176
167
ANNAV020 A - AC R - Residential/Local 28,800 95 131
ANNAV031 A - AC R - Residential/Local 33,400 93 118
ANNAV060 A - AC R - Residential/Local 22,320 94 270
ANNAV071 A - AC R - Residential/Local 29,340 95 179
ANNAV100 A - AC R - Residential/Local 10,400 93 148
ARCAV10 ARCAV010 A - AC R - Residential/Local 16,510 91 91 417 417 ARCAV20 ARCAV010 A - AC R - Residential/Local 8,400 74 74 368 368 City of Carson, California Page A19
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
ARCAV30 ARCAV010 A - AC R - Residential/Local 8,260 93 93 383 383 ARCAV50 ARCAV011 A - AC R - Residential/Local 17,640 81 81 440 440 ARCAV60 ARCAV010 O - AC/AC R - Residential/Local 25,020 95 94 357 339 ARCAV020 A - AC R - Residential/Local 8,100 91 285 ARCAV70 ARCAV010 A - AC R - Residential/Local 12,220 94 94 194 194 ARNRD10 ARNRD010 A - AC R - Residential/Local 86,100 13 13 582 582 ARTES10 ARTES010 A - AC R - Residential/Local 22,404 17 21 209 321 ARTES020 A - AC R - Residential/Local 39,852 23 384 ASHST10 ASHST010 A - AC R - Residential/Local 4,810 95 95 641 641 ATMAV10 ATMAV010 A - AC R - Residential/Local 12,220 94 94 429 429 ATMAV20 ATMAV010 A - AC R - Residential/Local 16,500 80 80 327 327 ATMAV30 ATMAV010 A - AC R - Residential/Local 7,040 51 51 321 321 AVABL10
AVABL020 A - AC A - Arterial 28,400 90
85 321
340 AVABL030 A - AC A - Arterial 29,200 94 302
AVABL040 A - AC A - Arterial 29,400 94 336
AVABL050 A - AC A - Arterial 36,290 67 388
AVABL100S
AVABL010 A - AC A - Arterial 45,045 26
31 323
245
AVABL020 A - AC A - Arterial 14,355 23 222
AVABL030 A - AC A - Arterial 27,555 28 170
AVABL040 A - AC A - Arterial 55,660 50 329
AVABL050 A - AC A - Arterial 31,920 20 291
AVABL060 A - AC A - Arterial 36,800 26 185
AVABL070 A - AC A - Arterial 44,880 20 230
AVABL080 A - AC A - Arterial 41,630 39 143
AVABL110N
AVABL020 A - AC A - Arterial 14,490 66
77 204
154 AVABL030 A - AC A - Arterial 13,800 52 112
AVABL040 A - AC A - Arterial 31,050 61 178
AVABL050 A - AC A - Arterial 23,230 71 127
City of Carson, California Page A20
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
AVABL060 A - AC A - Arterial 37,030 92 147
AVABL070 A - AC A - Arterial 34,270 92 154
AVABL120S
AVABL010 A - AC A - Arterial 29,900 58
67 305
210
AVABL020 A - AC A - Arterial 37,030 76 115
AVABL030 A - AC A - Arterial 23,230 71 198
AVABL040 A - AC A - Arterial 31,050 67 123
AVABL050 A - AC A - Arterial 13,800 69 481
AVABL060 A - AC A - Arterial 11,340 54 198
AVABL130N
AVABL010 A - AC A - Arterial 30,360 33
50 136
107 AVABL020 A - AC A - Arterial 67,850 39 115
AVABL030 A - AC A - Arterial 57,730 64 87
AVABL040 A - AC A - Arterial 24,610 67 98
AVABL140S
AVABL010 A - AC A - Arterial 19,260 52
64 98
108 AVABL020 A - AC A - Arterial 58,650 64 121
AVABL030 A - AC A - Arterial 67,850 75 95
AVABL040 A - AC A - Arterial 30,360 49 121
AVABL20
AVABL010 A - AC A - Arterial 22,770 57
81 222
273 AVABL020 A - AC A - Arterial 18,400 94 386
AVABL030 A - AC A - Arterial 24,990 86 246
AVABL040 A - AC A - Arterial 21,760 91 262
AVABL30N
AVABL010 A - AC A - Arterial 40,425 60
41 147
219
AVABL020 A - AC A - Arterial 17,655 35 223
AVABL030 A - AC A - Arterial 28,215 68 202
AVABL050 A - AC A - Arterial 12,070 11 305
AVABL060 A - AC A - Arterial 16,490 13 201
AVABL070 A - AC A - Arterial 14,110 12 246
AVABL080 A - AC A - Arterial 16,320 30 355
AVABL40S AVABL020 A - AC A - Arterial 17,655 93 43 212 187 City of Carson, California Page A21
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
AVABL030 A - AC A - Arterial 27,390 70 238
AVABL040 A - AC A - Arterial 36,890 30 137
AVABL050 A - AC A - Arterial 12,070 12 214
AVABL060 A - AC A - Arterial 16,490 13 215
AVABL070 A - AC A - Arterial 14,110 18 156
AVABL080 A - AC A - Arterial 16,490 48 170
AVABL50N
AVABL010 A - AC A - Arterial 19,720 21
22 414
282
AVABL020 A - AC A - Arterial 21,420 19 274
AVABL030 A - AC A - Arterial 18,870 27 211
AVABL040 A - AC A - Arterial 31,960 22 324
AVABL051 A - AC A - Arterial 62,900 18 263
AVABL070 A - AC A - Arterial 15,810 21 157
AVABL080 A - AC A - Arterial 38,250 31 302
AVABL60S
AVABL010 A - AC A - Arterial 45,000 18
21 264
240
AVABL020 A - AC A - Arterial 18,600 13 410
AVABL031 A - AC A - Arterial 73,600 12 208
AVABL050 A - AC A - Arterial 30,690 41 234
AVABL060 A - AC A - Arterial 18,975 26 154
AVABL071 A - AC A - Arterial 44,600 24 237
AVABL70N AVABL011 A - AC A - Arterial 46,240 22 22 610 610 AVABL80S AVABL011 A - AC A - Arterial 55,200 26 26 297 297 AVABL90N
AVABL010 A - AC A - Arterial 44,400 73
48 228
258
AVABL020 A - AC A - Arterial 44,880 31 283
AVABL030 A - AC A - Arterial 42,320 35 208
AVABL040 A - AC A - Arterial 27,140 54 405
AVABL050 A - AC A - Arterial 55,660 73 379
AVABL060 A - AC A - Arterial 27,555 31 136
AVABL070 A - AC A - Arterial 14,355 30 134
City of Carson, California Page A22
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
AVABL080 A - AC A - Arterial 45,045 31 189
BACST10 BACST010 A - AC R - Residential/Local 16,650 55 55 517 517 BACST20 BACST010 A - AC R - Residential/Local 15,450 93 93 429 429 BACST30 BACST010 A - AC R - Residential/Local 13,680 53 53 393 393 BADAV10 BADAV010 A - AC R - Residential/Local 12,460 45 45 395 395 BALAV10 BALAV010 A - AC R - Residential/Local 8,960 93 91 386 351 BALAV020 A - AC R - Residential/Local 5,120 88 289 BALAV20 BALAV010 O - AC/AC R - Residential/Local 18,300 95 95 183 233 BALAV020 O - AC/AC R - Residential/Local 8,330 95 344 BALST11 BALST010 A - AC R - Residential/Local 22,400 72 72 393 393 BANBL10
BANBL010 A - AC R - Residential/Local 21,280 35
72 196
229 BANBL020 A - AC R - Residential/Local 41,160 26 276 BANBL030 O - AC/AC R - Residential/Local 61,880 95 138
BANBL040 O - AC/AC R - Residential/Local 58,240 95 304
BANBL20 BANBL011 O - AC/AC R - Residential/Local 12,960 95 95 217 393 BANBL031 O - AC/AC R - Residential/Local 24,300 95 487 BANDR10 BANDR010 A - AC R - Residential/Local 15,900 33 33 143 143 BANDR20 BANDR010 A - AC R - Residential/Local 19,240 93 93 351 351 BATAV10 BATAV010 A - AC R - Residential/Local 9,440 93 93 398 398 BAUCT10 BAUCT010 A - AC R - Residential/Local 17,250 86 86 239 239 BAYST10 BAYST010 A - AC R - Residential/Local 16,500 85 74 209 337 BAYST020 A - AC R - Residential/Local 7,820 50 608 BEAPL10 BEAPL010 A - AC R - Residential/Local 120,000 83 83 291 291 BECST10 BECST011 A - AC R - Residential/Local 11,200 79 79 445 445 BEDST10 BEDST010 A - AC R - Residential/Local 40,940 46 46 477 477 BELAV10
BELAV010 A - AC R - Residential/Local 45,760 22
25 246
284 BELAV020 A - AC R - Residential/Local 23,680 23 210 BELAV031 A - AC R - Residential/Local 52,160 29 352
City of Carson, California Page A23
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
BELAV20 BELAV010 A - AC R - Residential/Local 16,960 85 85 194 194 BELAV30 BELAV010 A - AC R - Residential/Local 36,900 94 94 182 182 BELAV40
BELAV010 A - AC R - Residential/Local 24,900 91
91 222
278 BELAV020 A - AC R - Residential/Local 18,850 91 360 BELAV030 A - AC R - Residential/Local 8,840 93 260
BILAV10
BILAV010 A - AC R - Residential/Local 2,889 78
78 490
426 BILAV020 A - AC R - Residential/Local 25,380 76 412 BILAV031 A - AC R - Residential/Local 14,250 82 438
BILAV20 BILAV010 A - AC R - Residential/Local 13,230 78 78 382 382 BILDR10
BILDR011 A - AC R - Residential/Local 28,875 89
91 555
343 BILDR041 A - AC R - Residential/Local 21,978 93 179 BILDR050 A - AC R - Residential/Local 3,060 93 144
BILDR070 A - AC R - Residential/Local 18,150 91 239
BISAV10 BISAV010 A - AC R - Residential/Local 90,000 74 74 482 383 BISAV020 A - AC R - Residential/Local 60,000 75 234 BITST10
BITST011 A - AC R - Residential/Local 34,600 83
71 492
275
BITST035 A - AC R - Residential/Local 16,995 63 199
BITST051 A - AC R - Residential/Local 20,600 72 244
BITST075 A - AC R - Residential/Local 19,820 60 145
BITST091 A - AC R - Residential/Local 25,200 69 156
BOLAV10 BOLAV010 A - AC R - Residential/Local 4,030 95 92 391 394 BOLAV020 A - AC R - Residential/Local 9,300 90 395 BOLAV20 BOLAV011 A - AC R - Residential/Local 33,300 81 81 359 359 BOLST10 BOLST011 O - AC/AC R - Residential/Local 20,340 95 94 152 187 BOLST041 A - AC R - Residential/Local 29,800 93 211 BOLST20 BOLST010 A - AC R - Residential/Local 5,280 63 63 741 741 BONAV10 BONAV010 A - AC R - Residential/Local 4,995 57 57 479 479 BONAV20 BONAV010 A - AC R - Residential/Local 9,585 81 81 446 446 City of Carson, California Page A24
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
BONAV30 BONAV010 A - AC R - Residential/Local 25,920 72 72 198 198 BONAV40 BONAV010 A - AC R - Residential/Local 20,925 87 87 414 414 BONI90 BONI090 A - AC R - Residential/Local 1,416 86 86 366 366 BONST10 BONST010 A - AC C - Collector 80,080 90 90 581 581 BONST20
BONST011 A - AC C - Collector 27,200 78
84 477
551 BONST041 A - AC C - Collector 22,500 80 671
BONST071 A - AC C - Collector 54,600 89 539
BONST30 BONST011 A - AC R - Residential/Local 24,600 38 38 313 313 BONST40 BONST010 A - AC R - Residential/Local 9,585 58 48 230 338 BONST020 A - AC R - Residential/Local 14,310 42 411 BONST50 BONST010 A - AC R - Residential/Local 23,220 79 77 407 388 BONST020 A - AC R - Residential/Local 8,580 73 338 BONST60 BONITA O - AC/AC R - Residential/Local 18,860 95 95 432 432 BRAAV10 BRAAV010 A - AC R - Residential/Local 26,640 23 23 430 430 BRADR10 BRADR010 A - AC R - Residential/Local 9,360 95 95 194 194 BRADR20 BRADR010 A - AC R - Residential/Local 5,830 42 49 421 418 BRADR020 A - AC R - Residential/Local 5,920 55 415 BRADR30 BRADR010 A - AC R - Residential/Local 34,155 52 72 479 295 BRADR022 A - AC R - Residential/Local 36,720 90 123 BREDR10
BREDR011 A - AC R - Residential/Local 29,600 91
92 340
360
BREDR022 A - AC R - Residential/Local 3,096 92 346
BREDR033 A - AC R - Residential/Local 23,680 92 481
BREDR071 A - AC R - Residential/Local 29,340 93 395
BREDR101 A - AC R - Residential/Local 29,160 92 249
BREDR20 BREDR011 A - AC R - Residential/Local 20,160 83 83 297 297 BRNDI10
BRNDI010 A - AC R - Residential/Local 1,980 40
41 277
415 BRNDI020 A - AC R - Residential/Local 4,140 47 536
BRNDI030 A - AC R - Residential/Local 2,592 31 326
City of Carson, California Page A25
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
BROAD60 BROAD060 A - AC R - Residential/Local 1,380 56 56 576 576 BROAV10N BROAV051 A - AC A - Arterial 36,777 46 68 101 162 BROAV061 A - AC A - Arterial 51,480 83 206 BROAV20S
BROAV010 A - AC A - Arterial 51,480 79
52 236
190
BROAV020 A - AC A - Arterial 34,515 57 254
BROAV030 A - AC A - Arterial 67,860 52 127
BROAV040 A - AC A - Arterial 53,040 58 161
BROAV050 A - AC A - Arterial 121,680 50 149
BROAV060 A - AC A - Arterial 179,280 43 225
BROAV30N BROAV010 A - AC A - Arterial 58,520 80 65 331 330 BROAV021 A - AC A - Arterial 57,720 49 328 BROAV40S BROAV010 A - AC A - Arterial 57,720 57 46 213 320 BROAV020 A - AC A - Arterial 58,520 36 425 BROAV50 BROAV010 A - AC R - Residential/Local 4,960 93 93 225 225 BROAV60
BROAV010 O - AC/AC R - Residential/Local 18,000 95
94 403
368 BROAV020 O - AC/AC R - Residential/Local 20,700 95 324 BROAV060 A - AC R - Residential/Local 1,380 57 576
BROST10 BROST011 A - AC R - Residential/Local 38,280 53 53 160 200 BROST031 A - AC R - Residential/Local 30,640 53 250 BURST10 BURST010 A - AC R - Residential/Local 37,120 24 24 283 297 BURST020 A - AC R - Residential/Local 7,480 22 368 CAIAV10 CAIAV010 A - AC R - Residential/Local 14,040 71 71 421 421 CAIAV20 CAIAV010 A - AC R - Residential/Local 8,120 70 70 283 283 CAIAV30
CAIAV012 A - AC R - Residential/Local 43,200 60
56 451
443 CAIAV013 A - AC R - Residential/Local 14,064 48 445 CAIAV014 A - AC R - Residential/Local 3,324 31 338
CALPL10 CALPL010 A - AC R - Residential/Local 7,520 49 49 471 471 CALST10 CALST010 A - AC R - Residential/Local 25,050 76 76 386 386 City of Carson, California Page A26
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
CALST20 CALST010 A - AC R - Residential/Local 18,300 57 57 344 344 CALST30 CALST010 A - AC R - Residential/Local 21,000 94 94 162 162 CAMAV10 CAMAV010 A - AC R - Residential/Local 7,800 92 92 263 263 CAMAV20 CAMAV010 A - AC R - Residential/Local 20,800 93 93 169 169 CAMAV30 CAMAV010 A - AC R - Residential/Local 8,000 94 94 234 234 CAMRD10 CAMRD010 A - AC R - Residential/Local 34,200 93 93 190 190 CAMRD20 CAMRD010 A - AC R - Residential/Local 44,280 94 94 102 123 CAMRD020 A - AC R - Residential/Local 9,000 94 226 CAMRD30
CAMRD010 A - AC R - Residential/Local 37,910 88
91 387
301 CAMRD020 A - AC R - Residential/Local 22,880 94 200 CAMRD030 A - AC R - Residential/Local 14,400 92 236
CANAV10
CANAV010 A - AC R - Residential/Local 25,920 59
71 330
277 CANAV020 A - AC R - Residential/Local 20,960 86 135 CANAV030 A - AC R - Residential/Local 15,040 69 382
CARAV10
CARAV011 A - AC R - Residential/Local 30,240 94
95 165
283 CARAV031 O - AC/AC R - Residential/Local 19,800 95 131 CARAV051 O - AC/AC R - Residential/Local 24,640 95 549
CARAV20 CARAV010 A - AC R - Residential/Local 16,510 48 48 409 409 CARAV30 CARAV011 A - AC R - Residential/Local 9,900 86 82 246 289 CARAV030 A - AC R - Residential/Local 10,980 78 327 CARAV40 CARAV010 A - AC R - Residential/Local 12,220 88 88 297 297 CARAV50
CARAV011 A - AC R - Residential/Local 24,960 83
84 498
424 CARAV031 A - AC R - Residential/Local 29,340 88 380 CARAV051 A - AC R - Residential/Local 17,640 81 485
CARAV071 A - AC R - Residential/Local 17,280 81 332
CARAV60 CARAV011 A - AC R - Residential/Local 19,190 93 93 429 440 CARAV060 A - AC R - Residential/Local 3,192 92 508 CARAV70 CARAV070 A - AC R - Residential/Local 3,156 89 89 359 359 City of Carson, California Page A27
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
CARCR10 CARCR010 A - AC R - Residential/Local 11,250 79 79 396 396 CARCT10 CARCT010 A - AC R - Residential/Local 20,460 35 35 189 189 CARDR10 CARDR012 A - AC R - Residential/Local 84,960 78 78 499 499 CARDR20 CARDR010 A - AC R - Residential/Local 29,920 22 26 245 390 CARDR020 A - AC R - Residential/Local 28,160 31 545 CARFRNS CARFRNS010 A - AC R - Residential/Local 23,100 39 39 276 276 CARST10E
CARST020 A - AC A - Arterial 14,625 92
87 91
148
CARST030 A - AC A - Arterial 44,550 93 122
CARST040 A - AC A - Arterial 7,250 91 120
CARST050 A - AC A - Arterial 15,080 85 191
CARST060 A - AC A - Arterial 19,840 92 216
CARST070 A - AC A - Arterial 19,840 92 126
CARST080 A - AC A - Arterial 13,950 82 150
CARST090 A - AC A - Arterial 15,510 50 185
CARST100 A - AC A - Arterial 15,510 41 207
CARST111 A - AC A - Arterial 56,430 92 116
CARST140 A - AC A - Arterial 44,880 92 185
CARST151 A - AC A - Arterial 56,595 93 136
CARST20W
CARST011 A - AC A - Arterial 42,195 87
87 615
202
CARST041 A - AC A - Arterial 22,330 90 143
CARST060 A - AC A - Arterial 45,900 94 98
CARST070 A - AC A - Arterial 14,625 95 184
CARST080 A - AC A - Arterial 112,350 91 128
CARST090 A - AC A - Arterial 46,860 84 242
CARST100 A - AC A - Arterial 44,880 90 126
CARST111 A - AC A - Arterial 56,265 86 164
CARST140 A - AC A - Arterial 12,870 71 230
CARST150 A - AC A - Arterial 15,015 52 242
City of Carson, California Page A28
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
CARST30E
CARST020 A - AC A - Arterial 43,230 66
71 365
258
CARST030 A - AC A - Arterial 37,290 65 184
CARST041 A - AC A - Arterial 55,040 69 317
CARST060 A - AC A - Arterial 32,800 73 238
CARST070 A - AC A - Arterial 11,520 58 247
CARST080 A - AC A - Arterial 42,400 66 257
CARST091 A - AC A - Arterial 41,760 90 246
CARST110 A - AC A - Arterial 27,680 76 123
CARST32E CARST010 P - PCC A - Arterial 9,000 64 64 110 110 CARST40W
CARST010 A - AC A - Arterial 28,545 77
84 165
223
CARST020 A - AC A - Arterial 26,560 86 132
CARST040 A - AC A - Arterial 41,600 84 250
CARST050 A - AC A - Arterial 11,520 66 240
CARST060 A - AC A - Arterial 32,800 84 194
CARST070 A - AC A - Arterial 17,760 94 193
CARST080 A - AC A - Arterial 37,760 81 263
CARST090 A - AC A - Arterial 36,300 84 310
CARST100 A - AC A - Arterial 43,065 91 215
CARST42W CARST030 A - AC A - Arterial 16,000 87 88 197 166 CARST110 P - PCC A - Arterial 9,000 90 110 CASPAV10 CASPAV010 A - AC R - Residential/Local 15,730 95 95 191 191 CASST10 CASST011 A - AC R - Residential/Local 18,180 84 87 366 324 CASST031 A - AC R - Residential/Local 11,520 91 258 CASST20 CASST010 O - AC/AC R - Residential/Local 18,290 95 95 249 249 CASST30 CASST011 A - AC R - Residential/Local 23,960 83 83 453 453 CATAV10 CATAV010 A - AC R - Residential/Local 5,390 83 83 282 282 CATAV20 CATAV010 A - AC R - Residential/Local 15,990 73 73 449 449 CATAV30 CATAV011 A - AC R - Residential/Local 16,500 56 56 264 264 City of Carson, California Page A29
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
CATAV40 CATAV010 A - AC R - Residential/Local 5,850 83 76 558 477 CATAV040 A - AC R - Residential/Local 2,424 59 281 CATAV50 CATAV010 A - AC R - Residential/Local 11,160 81 81 417 417 CATAV60 CATAV011 A - AC R - Residential/Local 16,800 94 91 280 275 CATAV030 A - AC R - Residential/Local 9,600 86 266 CATAV70
CATAV010 A - AC R - Residential/Local 34,914 79
69 384
249
CATAV021 A - AC R - Residential/Local 22,140 94 162
CATAV041 A - AC R - Residential/Local 33,840 94 229
CATAV071 A - AC R - Residential/Local 24,420 93 164
CATAV081 A - AC R - Residential/Local 58,880 28 248
CENAV10N
CENAV010 A - AC A - Arterial 35,258 54
41 398
419 CENAV020 A - AC A - Arterial 11,400 25 397
CENAV030 A - AC A - Arterial 10,200 12 515
CENAV20S
CENAV010 A - AC A - Arterial 60,656 13
31 263
320
CENAV020 A - AC A - Arterial 10,200 13 565
CENAV030 A - AC A - Arterial 11,400 47 300
CENAV040 A - AC A - Arterial 37,924 62 341
CENAV100 A - AC A - Arterial 6,468 11 385
CENAV30N CENAV011 A - AC A - Arterial 44,840 28 27 310 290 CENAV031 A - AC A - Arterial 51,428 27 272 CENAV40S
CENAV010 A - AC A - Arterial 30,656 27
34 485
334 CENAV020 A - AC A - Arterial 30,656 38 258
CENAV030 A - AC A - Arterial 16,000 25 301
CENAV040 A - AC A - Arterial 23,520 46 258
CENAV50N
CENAV010 A - AC A - Arterial 27,540 62
57 256
174 CENAV020 A - AC A - Arterial 33,280 51 118
CENAV030 A - AC A - Arterial 24,320 36 145
CENAV040 A - AC A - Arterial 33,820 72 191
City of Carson, California Page A30
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
CENAV050 A - AC A - Arterial 25,840 57 166
CENAV60S
CENAV010 A - AC A - Arterial 25,840 65
51 249
197
CENAV020 A - AC A - Arterial 33,820 48 162
CENAV030 A - AC A - Arterial 20,480 46 194
CENAV040 A - AC A - Arterial 33,280 52 165
CENAV050 A - AC A - Arterial 22,950 43 241
CENDR10 CENDR010 O - AC/AC R - Residential/Local 30,690 95 95 241 241 CHAST10 CHAST010 A - AC R - Residential/Local 108,000 92 92 425 425 CHAST20 CHAST010 A - AC R - Residential/Local 60,000 81 79 237 323 CHAST020 A - AC R - Residential/Local 57,000 76 414 CHEDR10 CHEDR011 A - AC R - Residential/Local 30,600 76 76 245 245 CHEPL10 CHEPL010 A - AC R - Residential/Local 9,240 32 32 414 414 CHIST10 CHISTN010 A - AC R - Residential/Local 69,696 77 77 360 360 CIVDR10N CIVDR010 A - AC R - Residential/Local 13,950 48 48 545 545 CIVIC10 CIVIC100 A - AC R - Residential/Local 5,436 27 27 299 299 CLADR20 CLADR010 A - AC R - Residential/Local 5,760 78 78 514 514 CLADR40 CLADR010 A - AC R - Residential/Local 8,320 34 36 374 280 CLADR020 A - AC R - Residential/Local 8,320 37 186 CLADR50 CLADR010 A - AC R - Residential/Local 6,630 89 89 284 284 CLADR60
CLADR010 A - AC R - Residential/Local 16,770 26
37 572
525 CLADR020 A - AC R - Residential/Local 7,200 50 464
CLADR031 A - AC R - Residential/Local 18,180 41 505
CLADR70 CLADR010 A - AC R - Residential/Local 9,100 45 45 277 277 CLADR80 CLADR010 A - AC R - Residential/Local 5,500 55 55 487 487 CLARI10 CLARI010 A - AC R - Residential/Local 1,728 60 60 447 447 CLAST10
CLAST011 A - AC R - Residential/Local 19,080 89
84 331
319 CLAST030 A - AC R - Residential/Local 9,720 90 440
CLAST040 A - AC R - Residential/Local 12,070 71 204
City of Carson, California Page A31
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
CLIAV10 CLIAV010 A - AC R - Residential/Local 4,960 75 75 567 567 CLIAV20 CLIAV010 A - AC R - Residential/Local 36,000 91 81 209 235 CLIAV020 A - AC R - Residential/Local 10,530 48 323 CLOST20 CLOST010 A - AC R - Residential/Local 9,100 60 60 237 237 CLUST10 CLUST011 A - AC R - Residential/Local 16,480 94 85 411 321 CLUST031 A - AC R - Residential/Local 13,440 74 210 COLAV10
COLAV010 A - AC R - Residential/Local 30,690 67
65 422
310 COLAV020 A - AC R - Residential/Local 35,100 67 164 COLAV031 A - AC R - Residential/Local 25,020 61 376
COLAV30 COLAV010 A - AC R - Residential/Local 20,592 93 93 164 164 COLDR10 COLDR011 A - AC R - Residential/Local 26,460 89 89 197 197 COLDR20 COLDR010 A - AC R - Residential/Local 18,445 82 82 598 598 COLOR10 COLOR100 A - AC R - Residential/Local 3,048 43 43 384 384 COSAV10
COSAV010 A - AC R - Residential/Local 24,750 90
90 366
267 COSAV021 A - AC R - Residential/Local 20,200 93 211 COSAV040 A - AC R - Residential/Local 15,840 88 184
CRAAV10
CRAAV010 A - AC R - Residential/Local 9,756 81
83 222
191 CRAAV020 A - AC R - Residential/Local 10,800 84 140 CRAAV030 A - AC R - Residential/Local 9,720 84 217
CRACT10 CRACT010 O - AC/AC R - Residential/Local 9,680 95 95 333 333 CROAV10 CROAV010 A - AC R - Residential/Local 26,055 79 79 362 362 CROAV20 CROAV010 A - AC R - Residential/Local 20,925 77 77 394 394 CROCK30
CROCK010 A - AC R - Residential/Local 3,024 94
91 201
272 CROCK020 A - AC R - Residential/Local 2,532 94 244
CROCK030 A - AC R - Residential/Local 2,532 86 384
CYRST10 CYRST010 A - AC R - Residential/Local 12,450 37 37 568 568 CYRST20 CYRST011 A - AC R - Residential/Local 28,620 56 81 385 294 CYRST040 A - AC R - Residential/Local 8,320 90 349 City of Carson, California Page A32
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
CYRST050 A - AC R - Residential/Local 28,640 84 145
CYRST061 A - AC R - Residential/Local 13,455 85 97
CYRST081 A - AC R - Residential/Local 39,290 93 391
DABAV10 DABAV010 A - AC R - Residential/Local 10,450 90 90 480 480 DALAV10 DALAV010 A - AC R - Residential/Local 6,900 95 95 474 474 DALAV20 DALAV011 A - AC R - Residential/Local 19,764 87 89 126 140 DALAV031 A - AC R - Residential/Local 19,280 92 155 DELAV10 DELAV010 A - AC R - Residential/Local 15,680 31 31 479 479 DELAV20 DELAV010 A - AC R - Residential/Local 12,220 35 35 269 269 DELAV30 DELAV010 A - AC R - Residential/Local 13,800 81 81 402 402 DELAV40 DELAV010 A - AC C - Collector 14,256 47 71 591 466 DELAV020 A - AC R - Residential/Local 36,540 80 417 DELBL10E
DELBL060 A - AC A - Arterial 34,920 47
80 416
235
DELBL070 O - AC/AC A - Arterial 61,200 67 422
DELBL080 O - AC/AC A - Arterial 22,610 73 109
DELBL090 O - AC/AC A - Arterial 32,470 85 189
DELBL100 O - AC/AC A - Arterial 51,510 84 322
DELBL110 O - AC/AC A - Arterial 49,810 93 185
DELBL120 O - AC/AC A - Arterial 52,190 93 138
DELBL130 O - AC/AC A - Arterial 60,010 86 62
DELBL20W
DELBL080 O - AC/AC A - Arterial 54,570 86
85 270
160
DELBL090 O - AC/AC A - Arterial 52,190 93 102
DELBL100 O - AC/AC A - Arterial 49,810 89 128
DELBL110 A - AC A - Arterial 51,510 77 149
DELBL121 A - AC A - Arterial 56,440 86 188
DELBL140 A - AC A - Arterial 61,200 79 123
DELBL30 DELBL010 A - AC A - Arterial 48,200 27 25 578 576 DELBL020 A - AC A - Arterial 112,000 23 702 City of Carson, California Page A33
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
DELBL030 A - AC A - Arterial 46,464 29 272
DELBL40 DELBL010 A - AC A - Arterial 12,120 37 37 143 138 DELBL020 A - AC A - Arterial 3,936 37 123 DELBL50
DELBL030 A - AC A - Arterial 10,908 56
61 381
322 DELBL040 A - AC A - Arterial 9,036 61 213
DELBL050 A - AC A - Arterial 4,236 74 403
DELBL60 DELBL050 A - AC A - Arterial 5,412 37 41 225 299 DELBL060 A - AC A - Arterial 7,536 44 353 DELBL70 DELBL060 A - AC A - Arterial 10,716 77 80 132 133 DELBL070 A - AC A - Arterial 2,064 93 141 DELBL80
DELBL080 A - AC A - Arterial 8,376 37
21 271
382 DELBL090 A - AC A - Arterial 9,372 21 446
DELBL100 A - AC A - Arterial 13,404 11 406
DELBL90
DELBL110 A - AC A - Arterial 10,104 25
26 362
366 DELBL120 A - AC A - Arterial 7,728 23 266
DELBL130 A - AC A - Arterial 4,824 34 536
DENDR10
DENDR011 A - AC R - Residential/Local 23,800 81
89 186
318 DENDR031 A - AC R - Residential/Local 23,800 88 321 DENDR051 O - AC/AC R - Residential/Local 20,800 95 333
DENDR071 O - AC/AC R - Residential/Local 21,200 95 446
DENDR20 DENDR010 A - AC R - Residential/Local 8,640 86 86 256 256 DENDR30 DENDR011 A - AC R - Residential/Local 22,500 95 95 137 255 DENDR031 A - AC R - Residential/Local 18,900 95 396 DENDR40 DENDR010 O - AC/AC R - Residential/Local 35,850 95 95 370 370 DESST10 DESST010 A - AC R - Residential/Local 15,360 84 84 389 389 DESST20 DESST010 A - AC R - Residential/Local 29,025 40 36 216 284 DESST020 A - AC R - Residential/Local 14,410 29 420 DESST30 DESST011 A - AC R - Residential/Local 28,200 93 93 254 256 City of Carson, California Page A34
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
DESST031 A - AC R - Residential/Local 20,700 92 258
DIMDR10 DIMDR010 A - AC R - Residential/Local 15,000 43 43 329 329 DIMDR20
DIMDR010 A - AC R - Residential/Local 39,200 56
66 100
227 DIMDR020 A - AC R - Residential/Local 12,200 90 350 DIMDR031 A - AC R - Residential/Local 26,760 71 357
DIMDR30
DIMDR010 A - AC R - Residential/Local 28,160 94
83 381
253 DIMDR020 A - AC R - Residential/Local 6,300 75 88
DIMDR021 A - AC R - Residential/Local 23,580 73 143
DIMDR40 DIMDR010 A - AC R - Residential/Local 13,000 91 85 335 326 DIMDR021 A - AC R - Residential/Local 23,000 81 321 DOLST10
DOLST010 A - AC C - Collector 15,355 94
83 245
219
DOLST020 A - AC C - Collector 24,400 94 232
DOLST030 A - AC C - Collector 8,695 94 459
DOLST040 A - AC C - Collector 12,025 93 160
DOLST050 A - AC C - Collector 12,210 92 184
DOLST060 A - AC C - Collector 7,400 95 155
DOLST070 A - AC C - Collector 17,205 93 272
DOLST080 A - AC C - Collector 37,000 88 168
DOLST090 A - AC C - Collector 15,480 90 243
DOLST100 A - AC C - Collector 19,980 67 235
DOLST111 A - AC C - Collector 38,500 55 198
DOLST20
DOLST011 A - AC C - Collector 74,340 16
39 482
246 DOLST031 A - AC C - Collector 104,000 22 154
DOLST051 A - AC C - Collector 53,680 52 229
DOLST070 A - AC C - Collector 88,740 69 167
DOLST30 DOLST030 A - AC C - Collector 4,944 34 34 413 413 DOMST10E DOMST010 A - AC C - Collector 42,080 35 62 203 273 DOMST020 A - AC C - Collector 40,200 27 509 City of Carson, California Page A35
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
DOMST030 A - AC C - Collector 21,960 30 343
DOMST040 A - AC C - Collector 21,500 78 286
DOMST060 A - AC C - Collector 24,480 77 226
DOMST070 A - AC C - Collector 52,800 94 137
DOMST080 A - AC C - Collector 58,320 88 170
DOMST091 A - AC C - Collector 37,800 43 431
DOMST20W DOMST010 A - AC A - Arterial 42,080 14 14 508 508 DOMST30
DOMST010 O - AC/AC R - Residential/Local 78,720 95
68 248
214 DOMST021 O - AC/AC R - Residential/Local 42,840 95 123 DOMST040 A - AC R - Residential/Local 37,740 18 223
DOMST050 A - AC R - Residential/Local 35,420 26 240
DOMST40
DOMST010 A - AC R - Residential/Local 14,450 91
78 386
359 DOMST030 A - AC R - Residential/Local 7,950 93 337
DOMST040 A - AC R - Residential/Local 9,720 79 319
DOMST050 A - AC R - Residential/Local 24,480 66 367
DOMST60 DOMST060 A - AC R - Residential/Local 12,396 27 27 370 370 DOUST10 DOUST010 A - AC R - Residential/Local 42,560 90 80 397 438 DOUST020 A - AC R - Residential/Local 22,100 62 518 DOVPL10 DOVPL010 A - AC R - Residential/Local 25,560 92 92 431 431 DUNAV10
DONAV030 A - AC R - Residential/Local 17,100 89
88 300
456 DUNAV010 A - AC R - Residential/Local 40,460 83 476 DUNAV020 A - AC R - Residential/Local 35,980 92 508
EARAV10 EARAV010 A - AC R - Residential/Local 7,050 89 89 479 479 EARAV20 EARAV010 O - AC/AC R - Residential/Local 11,360 95 95 194 194 EARAV30 EARAV010 A - AC R - Residential/Local 8,160 91 91 333 333 City of Carson, California Page A36
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
EASST10 EASST011 A - AC R - Residential/Local 16,150 59 64 404 404 EASST040 A - AC R - Residential/Local 5,225 79 404
EDDDR10 EDDDR010 A - AC R - Residential/Local 14,400 31 34 481 342 EDDDR020 A - AC R - Residential/Local 14,400 37 202 EDDDR20
EDDDR010 A - AC R - Residential/Local 16,896 85
90 390
226 EDDDR020 A - AC R - Residential/Local 36,896 91 304 EDDDR031 A - AC R - Residential/Local 47,840 92 108
EDGST10
EDGST010 A - AC R - Residential/Local 25,400 93
94 214
393 EDGST020 O - AC/AC R - Residential/Local 25,650 95 450 EDGST030 O - AC/AC R - Residential/Local 22,680 95 529
EDODR10 EDODR011 A - AC R - Residential/Local 17,820 95 93 278 294 EDODR031 A - AC R - Residential/Local 26,820 92 304 ELPST10 ELPST010 A - AC R - Residential/Local 154,680 21 21 699 699 ELPST020 A - AC R - Residential/Local 36,960 22 699 ELSDR10
ELSDR011 A - AC R - Residential/Local 30,820 93
89 473
450
ELSDR041 A - AC R - Residential/Local 19,800 93 461
ELSDR060 A - AC R - Residential/Local 19,400 92 466
ELSDR071 A - AC R - Residential/Local 29,520 80 586
ELSDR101 A - AC R - Residential/Local 29,160 91 271
ELSDR20 ELSDR010 A - AC R - Residential/Local 14,820 93 93 372 372 ELSDR30 ELSDR010 A - AC R - Residential/Local 7,800 93 93 465 443 ELSDR020 A - AC R - Residential/Local 6,890 93 419 ELSDR40
ELSDR011 A - AC R - Residential/Local 17,600 81
78 385
302 ELSDR031 A - AC R - Residential/Local 18,900 69 187 ELSDR050 A - AC R - Residential/Local 9,000 91 382
EMBAV10 EMBAV011 A - AC R - Residential/Local 27,000 82 87 198 262 EMBAV031 A - AC R - Residential/Local 18,720 91 340 City of Carson, California Page A37
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
EMBAV050 A - AC R - Residential/Local 9,180 92 294
ENOAV10 ENOAV010 A - AC R - Residential/Local 5,740 34 34 582 582 ENOAV20 ENOAV010 O - AC/AC R - Residential/Local 15,240 95 95 253 253 ENSDR10 ENSDR010 A - AC R - Residential/Local 39,900 94 94 308 308 ENSDR20
ENSDR010 A - AC R - Residential/Local 29,700 92
92 331
288 ENSDR020 A - AC R - Residential/Local 21,600 93 235 ENSDR030 A - AC R - Residential/Local 10,790 88 276
EUOAV10 EUOAV010 A - AC R - Residential/Local 7,200 68 61 463 422 EUOAV030 A - AC R - Residential/Local 8,800 55 389 EXACT10 EXACT010 A - AC R - Residential/Local 5,100 69 69 587 587 FAIST10 FAIST010 A - AC R - Residential/Local 14,560 85 85 250 250 FARDR10
FARDR010 A - AC R - Residential/Local 27,000 91
91 236
241 FARDR020 A - AC R - Residential/Local 20,800 93 257 FARDR030 A - AC R - Residential/Local 13,728 88 228
FERST10 FERST011 A - AC R - Residential/Local 20,880 66 74 196 239 FERST030 A - AC R - Residential/Local 8,820 93 342 FERST20
FERST010 A - AC R - Residential/Local 8,000 67
66 282
286 FERST020 A - AC R - Residential/Local 33,760 63 297 FERST030 A - AC R - Residential/Local 8,160 80 246
FERST30
FERNST020 A - AC R - Residential/Local 8,160 93
90 169
181 FERNST030 A - AC R - Residential/Local 30,720 90 145 FERST010 A - AC R - Residential/Local 32,160 89 218
FIAST10 FIAST011 A - AC R - Residential/Local 16,890 91 91 523 523 FIAST20 FIAST010 A - AC R - Residential/Local 5,980 93 93 282 282 FIAST30 FIAST010 A - AC R - Residential/Local 12,800 20 20 413 413 FIEAV10 FIEAV010 A - AC R - Residential/Local 11,520 88 88 506 506 FIGST10N FIGST010 A - AC A - Arterial 47,160 77 46 250 232 City of Carson, California Page A38
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
FIGST021 A - AC A - Arterial 25,560 70 137
FIGST041 A - AC A - Arterial 32,760 94 341
FIGST050 A - AC A - Arterial 23,460 50 233
FIGST061 A - AC A - Arterial 26,800 79 329
FIGST080 A - AC A - Arterial 68,800 25 226
FIGST090 A - AC A - Arterial 28,440 18 194
FIGST100 A - AC A - Arterial 28,440 37 235
FIGST110 A - AC A - Arterial 33,800 42 213
FIGST120 A - AC A - Arterial 53,460 33 248
FIGST130 A - AC A - Arterial 80,160 32 189
FIGST20S
FIGST010 A - AC A - Arterial 80,160 19
31 181
231
FIGST020 A - AC A - Arterial 53,460 22 159
FIGST030 A - AC A - Arterial 32,600 27 179
FIGST040 A - AC A - Arterial 32,400 29 255
FIGST050 A - AC A - Arterial 29,340 17 307
FIGST060 A - AC A - Arterial 68,800 17 280
FIGST072 A - AC A - Arterial 60,160 43 337
FIGST101 A - AC A - Arterial 53,600 65 179
FIGST131 A - AC A - Arterial 55,680 42 227
FIGST30N
FIGST010 A - AC A - Arterial 35,200 27
58 119
198
FIGST021 A - AC A - Arterial 52,400 28 199
FIGST050 A - AC A - Arterial 37,980 43 209
FIGST060 A - AC A - Arterial 39,420 72 160
FIGST070 A - AC A - Arterial 42,400 92 214
FIGST081 A - AC A - Arterial 47,040 87 263
FIGST40S
FIGST010 A - AC A - Arterial 36,360 35
39 294
217 FIGST020 A - AC A - Arterial 38,160 43 137
FIGST030 A - AC A - Arterial 39,420 41 132
City of Carson, California Page A39
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
FIGST040 A - AC A - Arterial 36,540 39 193
FIGST051 A - AC A - Arterial 51,200 37 198
FIGST080 A - AC A - Arterial 32,800 41 383
FIGST50N FIGST010 A - AC A - Arterial 89,000 31 28 358 325 FIGST020 A - AC A - Arterial 52,200 22 269 FIGST60S FIGST010 A - AC A - Arterial 54,600 17 20 443 341 FIGST021 A - AC A - Arterial 95,150 22 283 FIGST70 FIGST010 A - AC A - Arterial 54,260 51 51 340 340 FIGST80S FIGST010 A - AC A - Arterial 42,000 39 52 194 159 FIGST021 A - AC A - Arterial 67,600 60 138 FIGST90 FIGST090 A - AC A - Arterial 2,808 74 74 327 327 FIGST90N
FIGST010 A - AC A - Arterial 12,780 46
69 148
210 FIGST020 A - AC A - Arterial 23,600 79 163
FIGST030 A - AC A - Arterial 29,800 84 148
FIGST040 A - AC A - Arterial 38,700 58 307
FIGSTFRNE FIGFRNE030 A - AC R - Residential/Local 20,488 86 86 320 320 FIGSTFRNW FIGFRNW020 A - AC R - Residential/Local 13,750 87 87 320 320 FOLAV10 FOLAV010 A - AC R - Residential/Local 10,080 93 93 433 433 FOLAV20 FOLAV010 A - AC R - Residential/Local 10,650 62 62 198 198 FORAV10 FORAV010 A - AC R - Residential/Local 125,700 26 26 285 285 FOXAV10 FOXAV010 A - AC R - Residential/Local 6,400 58 58 445 445 FOXAV20 FOXAV010 A - AC R - Residential/Local 7,200 93 93 590 590 FRAST10 FRAST011 A - AC R - Residential/Local 21,400 82 82 395 395 FRAST20 FRAST010 A - AC R - Residential/Local 44,800 52 52 187 187 FREST10 FREST010 A - AC R - Residential/Local 6,250 69 69 324 324 FRIAV10 FRIAV010 A - AC R - Residential/Local 12,090 90 90 256 256 FRIAV20 FRIAV010 A - AC R - Residential/Local 13,800 84 84 387 387 FRIAV30 FRIAV01 A - AC R - Residential/Local 26,100 94 94 442 442 City of Carson, California Page A40
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
FRIAV40 FRIAV011 A - AC R - Residential/Local 15,660 82 82 452 452 FRIAV50 FRIAV010 A - AC R - Residential/Local 3,792 63 63 575 575 FRIAV60 FRIAV010 A - AC R - Residential/Local 42,560 61 61 375 375 FRIAV70 FRIAV012 A - AC R - Residential/Local 45,300 84 84 384 355 FRIAV040 A - AC R - Residential/Local 8,450 84 201 FRIAV80 FRIAV011 O - AC/AC R - Residential/Local 21,240 95 92 253 335 FRIAV031 A - AC R - Residential/Local 20,160 89 421 GALAV10
GALAV010 A - AC R - Residential/Local 28,800 38
73 194
239
GALAV020 A - AC R - Residential/Local 11,360 48 300
GALAV030 A - AC R - Residential/Local 29,520 82 307
GALAV041 A - AC R - Residential/Local 20,880 95 116
GALAV060 A - AC R - Residential/Local 26,650 83 300
GALAV070 A - AC R - Residential/Local 14,100 91 202
GALAV080 A - AC R - Residential/Local 3,264 94 270
GALST10 GALST010 A - AC R - Residential/Local 5,520 93 93 240 240 GARAV20 GARAV010 A - AC R - Residential/Local 10,560 91 91 243 243 GARAV30E
GARAV010 O - AC/AC MiA - Minor Arterial (4) 75,000 65
86 535
310 GARAV020 A - AC MiA - Minor Arterial (4) 42,000 84 288 GARAV030 A - AC MiA - Minor Arterial (4) 207,390 92 237 GARAV041 O - AC/AC MiA - Minor Arterial (4) 61,140 93 295 GARAV50 GARAV010 A - AC R - Residential/Local 23,240 93 93 233 233 GENST10 GENST010 A - AC R - Residential/Local 14,850 46 46 279 279 GINDR10 GINDR010 A - AC R - Residential/Local 22,860 93 93 223 223 GLAST10
GLAST011 A - AC R - Residential/Local 31,450 84
90 349
329 GLAST031 A - AC R - Residential/Local 61,775 94 247 GLAST050 A - AC R - Residential/Local 8,400 91 598
GLAST060 A - AC R - Residential/Local 40,950 88 381
GLAST20 GLAST010 A - AC R - Residential/Local 12,160 87 84 127 147 City of Carson, California Page A41
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
GLAST020 A - AC R - Residential/Local 34,880 65 145
GLAST030 A - AC R - Residential/Local 8,100 60 102
GLAST040 A - AC R - Residential/Local 34,200 93 117
GLAST050 A - AC R - Residential/Local 24,120 95 168
GLAST060 A - AC R - Residential/Local 20,000 95 184
GLAST070 A - AC R - Residential/Local 12,960 89 186
GLEST10
GLEST010 A - AC R - Residential/Local 96,000 81
81 342
310 GLEST020 A - AC R - Residential/Local 42,000 85 253 GLEST030 A - AC R - Residential/Local 42,000 75 302
GLEST040E O - AC/AC R - Residential/Local 30,000 84 297 GOMCR10 GOMCR010 A - AC R - Residential/Local 13,200 57 57 435 435 GRAAV10
GRAAV010 A - AC R - Residential/Local 4,000 56
70 254
295
GRAAV030 A - AC C - Collector 39,200 27 178
GRAAV041 A - AC C - Collector 21,800 75 361
GRAAV061 A - AC C - Collector 30,600 89 243
GRAAV080 A - AC C - Collector 29,725 93 343
GRAAV090 A - AC C - Collector 9,570 92 197
GRAAV100 A - AC C - Collector 18,720 61 609
GRAAV111` A - AC C - Collector 17,480 88 210
GRAAV20 GRAAV011 A - AC R - Residential/Local 56,690 86 84 337 376 GRAAV030 A - AC R - Residential/Local 9,120 73 622 GRAAV30 GRAAV010 A - AC R - Residential/Local 21,120 74 79 307 294 GRAAV020 A - AC R - Residential/Local 15,300 85 277 GRAPL10 GRAPL010 A - AC R - Residential/Local 8,960 63 63 431 431 GRIST10 GRIST010 A - AC R - Residential/Local 31,320 67 74 441 398 GRIST020 A - AC R - Residential/Local 31,320 81 355 GULAV10 GULAV010 A - AC R - Residential/Local 4,920 51 51 528 528 GULAV20 GULAV011 A - AC R - Residential/Local 18,600 62 62 341 341 City of Carson, California Page A42
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
GULAV30 GULAV010 A - AC R - Residential/Local 10,710 94 94 320 320 GULAV40 GULAV010 A - AC R - Residential/Local 23,920 91 91 461 461 GUNAV10 GUNAV011 A - AC R - Residential/Local 21,920 92 92 608 608 GUNAV20
GUNAV011 A - AC R - Residential/Local 29,720 88
90 340
254 GUNAV030 A - AC R - Residential/Local 22,780 94 140 GUNAV040 A - AC R - Residential/Local 11,200 89 257
HADST10 HADST011 A - AC R - Residential/Local 15,900 92 92 329 329 HAIDR10 HAIDR010 A - AC R - Residential/Local 12,090 68 68 372 372 HANAV HANAV010 A - AC R - Residential/Local 8,500 61 61 427 427 HANAV10 HANAV020 A - AC R - Residential/Local 14,640 88 88 497 497 HANAV20 HANAV010 A - AC R - Residential/Local 12,460 92 92 367 367 HARAV10
HARAV010 A - AC R - Residential/Local 7,020 94
92 323
353
HARAV021 A - AC R - Residential/Local 16,800 90 341
HARAV041 A - AC R - Residential/Local 17,100 90 499
HARAV061 A - AC R - Residential/Local 16,800 90 256
HARAV08 A - AC R - Residential/Local 25,200 94 334
HARAV20
HARAV010 A - AC R - Residential/Local 10,780 77
81 315
287 HARAV020 A - AC R - Residential/Local 3,228 84 213
HARAV030 A - AC R - Residential/Local 3,372 91 266
HARAV30 HARAV010 A - AC R - Residential/Local 75,000 75 78 397 398 HARAV020 A - AC R - Residential/Local 75,000 80 399 HARAV40 HARAV011 A - AC R - Residential/Local 23,760 95 92 257 212 HARAV041 A - AC R - Residential/Local 30,240 89 176 HARAV50 HARAV010 A - AC R - Residential/Local 36,000 30 31 320 349 HARAV020 A - AC R - Residential/Local 10,530 35 447 HARCT20 HARCT010 A - AC R - Residential/Local 15,000 93 93 377 377 HARST10 HARST010 A - AC R - Residential/Local 14,170 76 85 325 444 HARST020 A - AC R - Residential/Local 27,300 86 402 City of Carson, California Page A43
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
HARST030 A - AC R - Residential/Local 26,910 89 548
HASLN10
HASLN010 A - AC R - Residential/Local 7,585 91
89 347
215 HASLN020 A - AC R - Residential/Local 29,200 95 200 HASLN030 A - AC R - Residential/Local 11,470 74 164
HAXCT10 HAXCT011 A - AC R - Residential/Local 22,000 92 92 219 219 HELST10 HELST011 A - AC R - Residential/Local 27,360 88 88 361 361 HELST20 HELST010 A - AC R - Residential/Local 7,840 94 93 155 170 HELST030 A - AC R - Residential/Local 3,000 91 211 HELST30
HELST010 A - AC R - Residential/Local 35,460 81
83 302
220
HELST020 A - AC R - Residential/Local 11,340 80 149
HELST030 A - AC R - Residential/Local 5,400 75 504
HELST040 A - AC R - Residential/Local 9,720 93 296
HELST050 A - AC R - Residential/Local 42,800 83 118
HELST40
HELST010 A - AC R - Residential/Local 34,380 92
93 320
210 HELST020 A - AC R - Residential/Local 22,600 94 129 HELST030 A - AC R - Residential/Local 27,180 93 175
HELST041 A - AC R - Residential/Local 15,600 94 146
HILAV10 HILAV010 A - AC R - Residential/Local 25,200 67 67 175 175 HILAV20 HILAV010 O - AC/AC R - Residential/Local 19,200 95 95 312 312 HILAV30 HILAV010 A - AC R - Residential/Local 13,650 81 81 372 372 HOLDR10 HOLDR011 O - AC/AC R - Residential/Local 31,000 95 95 139 139 HOWAV10 HOWAV011 A - AC R - Residential/Local 20,680 53 53 379 379 HUGDR10 HUGDR010 A - AC R - Residential/Local 23,400 92 92 271 271 HUGDR20 HUGDR010 A - AC R - Residential/Local 6,500 93 93 178 178 IDAST10 IDAST011 A - AC R - Residential/Local 17,820 94 84 257 332 IDAST030 A - AC R - Residential/Local 5,760 53 565 INTWY10 INTWY010 A - AC R - Residential/Local 98,120 61 61 295 295 ISAST10 ISAST010 A - AC R - Residential/Local 3,840 74 74 648 648 City of Carson, California Page A44
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
ISHAV10 ISHAV010 A - AC R - Residential/Local 21,780 42 42 377 377 ISLAV10 ISLAV010 A - AC R - Residential/Local 3,624 70 70 593 593 ISLAV20 ISLAV010 A - AC R - Residential/Local 6,820 86 86 427 427 ISLAV30 ISLAV011 A - AC R - Residential/Local 47,840 94 94 277 277 ISLAV40
ISLAV01 A - AC R - Residential/Local 18,360 61
72 388
345 ISLAV041 A - AC R - Residential/Local 17,640 93 382 ISLAV060 A - AC R - Residential/Local 17,820 76 347
ISLAV070 A - AC R - Residential/Local 11,205 49 213
ISLAV50 ISLAV010 A - AC R - Residential/Local 4,070 61 61 372 372 JACST10
JACST010 A - AC R - Residential/Local 18,980 63
59 277
469 JACST020 A - AC R - Residential/Local 28,080 54 500 JACST030 A - AC R - Residential/Local 23,010 61 589
JAMAV10
JAMAV010 A - AC R - Residential/Local 6,800 85
80 290
452 JAMAV030 A - AC R - Residential/Local 36,640 79 520 JAMAV040 A - AC R - Residential/Local 10,725 82 320
JANST10E JANST010 A - AC R - Residential/Local 28,530 21 21 248 248 JAVST10
JAVST010 A - AC R - Residential/Local 29,920 94
83 184
254 JAVST020 A - AC R - Residential/Local 15,520 61 471 JAVST031 A - AC R - Residential/Local 20,520 75 270
JAVST050 A - AC R - Residential/Local 16,960 93 162
JAYST10 JAYST010 A - AC R - Residential/Local 10,920 75 75 243 243 JAYST20 JAYST011 A - AC R - Residential/Local 16,530 91 91 564 564 JAYST30 JAYST010 A - AC R - Residential/Local 10,000 90 90 373 373 JAYST40
JAYST010 A - AC R - Residential/Local 19,680 79
86 184
302 JAYST020 A - AC R - Residential/Local 5,600 91 578
JAYST031 A - AC R - Residential/Local 27,960 90 329
JEFST10 JEFST010 A - AC R - Residential/Local 24,250 88 91 552 466 JEFST020 A - AC R - Residential/Local 38,520 92 430 City of Carson, California Page A45
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
JEFST030 A - AC R - Residential/Local 19,680 92 430
JODLN10 JODLN010 A - AC R - Residential/Local 18,080 93 93 330 330 JOEST10 JOEST010 A - AC R - Residential/Local 14,160 93 93 511 375 JOEST020 A - AC R - Residential/Local 11,400 93 206 JOEST20 JOEST010 A - AC R - Residential/Local 16,250 89 89 421 421 JOEST30 JOEST010 A - AC R - Residential/Local 18,200 22 22 207 207 JOPAV10 JOPAV010 A - AC R - Residential/Local 8,320 85 85 373 373 JUDIT10 JUDIT010 A - AC R - Residential/Local 1,128 48 48 500 500 KAICR10 KAICR010 A - AC R - Residential/Local 9,450 32 32 400 400 KAMST10 KAMST010 A - AC R - Residential/Local 10,790 92 92 312 312 KEEAV20 KEEAV010 A - AC R - Residential/Local 13,000 91 91 499 499 KEEST10
KEEST010 A - AC R - Residential/Local 18,040 66
60 203
218 KEEST020 A - AC R - Residential/Local 20,460 70 282 KEEST030 A - AC R - Residential/Local 26,400 48 179
KEMAV10 KEMAV010 A - AC R - Residential/Local 4,640 95 95 579 579 KEMAV20 KEMAV010 A - AC R - Residential/Local 8,960 75 75 418 418 KEMAV30 KEMAV011 A - AC R - Residential/Local 25,920 95 94 221 213 KEMAV030 O - AC/AC R - Residential/Local 11,180 92 195 KENDR10
KENDR010 A - AC R - Residential/Local 17,110 92
92 265
284 KENDR020 A - AC R - Residential/Local 9,100 89 331
KENDR030 A - AC R - Residential/Local 6,160 94 266
KINAV10 KINAV010 O - AC/AC R - Residential/Local 12,220 95 95 329 329 KINAV20 KINAV010 A - AC R - Residential/Local 13,920 53 53 331 331 KINAV30 KINAV010 A - AC R - Residential/Local 14,720 34 34 300 300 KINAV40
KINAV010 O - AC/AC R - Residential/Local 7,840 95
94 219
279 KINAV021 O - AC/AC R - Residential/Local 8,160 95 416 KINAV040 A - AC R - Residential/Local 8,550 92 203
KINAV50 KINAV010 O - AC/AC R - Residential/Local 52,800 95 95 219 219 City of Carson, California Page A46
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
KINAV60 KINAV010 A - AC R - Residential/Local 8,360 26 26 465 465 KINAV70 KINAV010 A - AC R - Residential/Local 13,720 88 88 251 251 KINAV80 KINAV010 A - AC R - Residential/Local 7,150 82 82 351 351 KINPL10 KINPL10 A - AC R - Residential/Local 25,080 32 32 355 355 KRADR10 KRADR010 A - AC R - Residential/Local 22,680 83 83 288 288 KRADR20 KRADR010 O - AC/AC R - Residential/Local 23,100 95 95 165 165 KRADR30 KRADR011 O - AC/AC R - Residential/Local 19,440 95 94 126 252 KRADR031 A - AC R - Residential/Local 29,520 93 335 KRADR40 KRADR010 A - AC R - Residential/Local 10,270 93 93 398 398 LAGAV10 LAGAV010 A - AC R - Residential/Local 3,960 71 71 539 539 LAMAV10 LAMAV010 A - AC R - Residential/Local 25,380 33 33 486 486 LAUST10 LAUST010 A - AC R - Residential/Local 6,720 92 92 413 413 LEAAV10
LEAAV010 A - AC R - Residential/Local 31,020 74
82 288
300 LEAAV021 A - AC R - Residential/Local 40,000 93 300 LEAAV026 A - AC R - Residential/Local 6,120 47 361
LEAAV30 LEAAV011 A - AC R - Residential/Local 39,060 86 86 415 415 LEAAV40
LEAAV010 A - AC R - Residential/Local 8,000 84
91 360
292 LEAAV020 A - AC R - Residential/Local 24,960 93 292 LEAAV030 A - AC R - Residential/Local 15,624 91 258
LEGAV10 LEGAV010 A - AC R - Residential/Local 6,710 91 91 387 387 LEGAV20 LEGAV010 A - AC R - Residential/Local 22,100 80 80 336 336 LIFST10 LIFST01 A - AC R - Residential/Local 13,320 83 83 392 392 LINST10 LINST01 A - AC R - Residential/Local 17,280 90 90 391 391 LINST20 LINST010 A - AC R - Residential/Local 18,060 94 86 281 433 LINST020 A - AC R - Residential/Local 20,640 84 519 City of Carson, California Page A47
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
LINST030 A - AC R - Residential/Local 12,285 79 535
LINST040 A - AC R - Residential/Local 3,036 85 338
LINST30
LINST020 A - AC R - Residential/Local 19,980 61
63 475
518 LINST030 A - AC R - Residential/Local 15,660 70 606 LINST050 A - AC R - Residential/Local 4,548 47 404
LOMBL10
LOMBL010 A - AC A - Arterial 80,648 48
44 393
279
LOMBL020 A - AC A - Arterial 60,880 32 221
LOMBL030 A - AC A - Arterial 23,400 47 301
LOMBL041 A - AC A - Arterial 41,600 49 161
LOMBL060 A - AC A - Arterial 15,600 54 199
LOMBL20 LOMBL070 A - AC A - Arterial 25,800 52 52 885 885 LOMBL30 LOMBL080 A - AC A - Arterial 14,184 40 40 157 157 LOSAV10 LOSAV011 A - AC R - Residential/Local 19,440 93 93 365 365 LOSAV20 LOSAV010 A - AC R - Residential/Local 7,040 86 86 272 272 LOSAV30 LOSAV010 A - AC R - Residential/Local 22,100 85 85 269 269 LOYAV10 LOYAV010 A - AC R - Residential/Local 29,600 87 81 168 276 LOYAV020 A - AC R - Residential/Local 18,560 71 447 LUCST10 LUCST011 A - AC R - Residential/Local 24,310 89 89 245 245 LUCST20 LUCST010 A - AC C - Collector 78,400 32 32 420 420 LYNAV10 LYNAV011 A - AC R - Residential/Local 33,120 94 94 408 408 LYSDR10 LYSDR010 A - AC R - Residential/Local 13,800 72 72 337 337 LYSDR20 LYSDR010 A - AC R - Residential/Local 9,300 90 92 408 297 LYSDR020 A - AC R - Residential/Local 31,680 93 264 MACAV10 MACAV010 A - AC R - Residential/Local 19,140 21 21 346 346 MACCT10 MACCT010 A - AC R - Residential/Local 13,800 89 89 277 277 MADST10
MADST010 A - AC R - Residential/Local 23,010 49
74 436
404 MADST020 A - AC R - Residential/Local 28,080 88 528 MADST030 A - AC R - Residential/Local 18,590 85 176
City of Carson, California Page A48
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
MAIST100S
MAIST010 O - AC/AC A - Arterial 46,080 92
93 333
212 MAIST020 O - AC/AC A - Arterial 31,000 93 129
MAIST030 A - AC A - Arterial 31,350 93 115
MAIST10N
MAIST030 A - AC A - Arterial 51,510 94
77 348
184
MAIST040 A - AC A - Arterial 54,360 93 165
MAIST050 A - AC A - Arterial 41,610 83 147
MAIST061 A - AC A - Arterial 54,340 91 91
MAIST081 A - AC A - Arterial 25,920 92 91
MAIST111 A - AC A - Arterial 26,640 93 201
MAIST121 A - AC A - Arterial 46,250 44 184
MAIST151 A - AC A - Arterial 43,320 31 211
MAIST110N MAIST010 A - AC A - Arterial 48,060 86 88 205 162 MAIST020 A - AC A - Arterial 42,900 91 113 MAIST120S MAIST010 A - AC A - Arterial 66,885 92 89 78 113 MAIST020 A - AC A - Arterial 31,140 83 189 MAIST20S
MAIST010 A - AC A - Arterial 46,580 74
76 87
155
MAIST020 A - AC A - Arterial 52,700 93 88
MAIST030 A - AC A - Arterial 54,540 91 103
MAIST040 A - AC A - Arterial 41,610 90 145
MAIST050 A - AC A - Arterial 54,150 93 120
MAIST060 A - AC A - Arterial 25,740 94 101
MAIST070 A - AC A - Arterial 28,800 91 226
MAIST080 A - AC A - Arterial 54,800 39 371
MAIST090 A - AC A - Arterial 57,000 43 147
MAIST30N
MAIST010 A - AC A - Arterial 31,620 28
33 300
239 MAIST025 A - AC A - Arterial 16,200 29 182
MAIST035 A - AC A - Arterial 23,550 20 161
MAIST060 A - AC A - Arterial 17,400 37 119
City of Carson, California Page A49
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
MAIST070 A - AC A - Arterial 21,300 21 170
MAIST080 A - AC A - Arterial 16,200 30 182
MAIST090 A - AC A - Arterial 38,400 38 420
MAIST100 A - AC A - Arterial 31,040 53 186
MAIST40S
MAIST010 A - AC A - Arterial 28,000 49
34 220
235
MAIST020 A - AC A - Arterial 37,920 35 236
MAIST030 A - AC A - Arterial 18,315 33 138
MAIST040 A - AC A - Arterial 23,265 22 204
MAIST050 A - AC A - Arterial 18,645 31 228
MAIST065 A - AC A - Arterial 23,250 30 236
MAIST085 A - AC A - Arterial 16,350 35 234
MAIST100 A - AC A - Arterial 31,620 35 328
MAIST50N MAIST010 A - AC A - Arterial 113,900 25 25 381 381 MAIST60S MAIST010 A - AC A - Arterial 115,260 28 28 277 277 MAIST70N
MAIST010 A - AC A - Arterial 20,480 62
54 155
247
MAIST020 A - AC A - Arterial 26,325 57 214
MAIST030 A - AC A - Arterial 35,295 62 177
MAIST040 A - AC A - Arterial 60,600 59 203
MAIST050 A - AC A - Arterial 24,605 57 304
MAIST060 A - AC A - Arterial 33,115 64 256
MAIST070 A - AC A - Arterial 84,400 41 319
MAIST80S
MAIST010 A - AC A - Arterial 25,600 86
52 324
211
MAIST020 A - AC A - Arterial 27,000 73 181
MAIST030 A - AC A - Arterial 36,200 50 286
MAIST040 A - AC A - Arterial 60,600 47 152
MAIST050 A - AC A - Arterial 24,605 52 170
MAIST060 A - AC A - Arterial 33,115 57 99
MAIST070 A - AC A - Arterial 84,400 37 254
City of Carson, California Page A50
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
MAIST90N
MAIST010 A - AC A - Arterial 28,800 87
86 147
111 MAIST020 A - AC A - Arterial 30,800 93 109
MAIST030 A - AC A - Arterial 53,600 82 93
MALAV20S MALAV010 A - AC R - Residential/Local 10,500 74 74 335 335 MAPAV10 MAPAV010 A - AC R - Residential/Local 32,200 54 54 402 402 MARAT10 MARAT010 A - AC R - Residential/Local 11,472 87 87 427 427 MARAV10 MARAV010 A - AC R - Residential/Local 6,760 84 84 264 264 MARAV100
MARAV010 A - AC R - Residential/Local 11,000 67
81 152
173 MARAV020 A - AC R - Residential/Local 23,580 87 103 MARAV030 A - AC R - Residential/Local 18,060 83 278
MARAV110 MARAV010 A - AC R - Residential/Local 57,200 93 93 179 179 MARAV120 MARAV010 A - AC R - Residential/Local 5,535 63 63 458 458 MARAV20 MARAV010 A - AC R - Residential/Local 15,750 51 51 342 342 MARAV30 MARAV010 A - AC R - Residential/Local 3,740 91 91 459 459 MARAV40 MARAV010 A - AC R - Residential/Local 15,200 52 60 500 453 MARAV020 A - AC R - Residential/Local 7,020 76 351 MARAV50 MARAV010 A - AC R - Residential/Local 46,350 93 93 238 238 MARAV60
MARAV010 O - AC/AC R - Residential/Local 19,800 95
95 205
210 MARAV060 A - AC R - Residential/Local 4,032 93 244
MARAV070 A - AC R - Residential/Local 1,620 94 185
MARAV70
MARAV011 A - AC R - Residential/Local 26,640 89
86 455
314 MARAV041 A - AC R - Residential/Local 27,720 86 153 MARAV070 A - AC R - Residential/Local 9,280 80 390
MARAV80 MARAV010 A - AC R - Residential/Local 14,880 92 93 437 408 MARAV020 A - AC R - Residential/Local 31,360 93 394 MARAV90 MARAV010 A - AC R - Residential/Local 24,750 82 83 387 378 MARAV020 A - AC R - Residential/Local 8,480 86 350 MARGST10 MARST011 A - AC R - Residential/Local 21,280 94 53 279 369 City of Carson, California Page A51
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
MARST040 A - AC R - Residential/Local 27,950 22 438
MARST10
MARST011 A - AC R - Residential/Local 23,400 93
85 403
330
MARST030 A - AC R - Residential/Local 22,040 87 254
MARST041 O - AC/AC C - Collector 23,400 94 291
MARST061 A - AC C - Collector 22,000 74 123
MARST080 A - AC R - Residential/Local 49,500 80 439
MARST30 MARST010 O - AC/AC R - Residential/Local 8,160 95 95 418 418 MARST40 MARST010 A - AC R - Residential/Local 8,280 61 61 295 295 MCHAV10
MCHAV010 O - AC/AC R - Residential/Local 18,560 95
95 270
177 MCHAV021 A - AC R - Residential/Local 19,080 93 132 MCHAV041 A - AC R - Residential/Local 19,440 95 175
MCHAV061 O - AC/AC R - Residential/Local 27,360 95 148
MCKAV10 MCKAV011 A - AC R - Residential/Local 30,060 70 70 564 564 MCKCR10 MCKCR010 A - AC R - Residential/Local 6,900 85 85 450 450 MEAST10 MEAST011 A - AC R - Residential/Local 28,116 93 89 417 403 MEAST031 A - AC R - Residential/Local 18,540 84 382 MEHAV10 MEHAV011 A - AC R - Residential/Local 16,240 86 86 243 226 MEHAV031 A - AC R - Residential/Local 19,260 86 211 MEHAV20 MEHAV010 A - AC R - Residential/Local 47,700 65 65 939 939 MEHAV30 MEHAV010 A - AC R - Residential/Local 13,800 81 81 330 330 MERCT10 MERCT010 A - AC R - Residential/Local 16,650 79 79 529 529 METAV10 METAV010 O - AC/AC R - Residential/Local 3,960 95 91 564 501 METAV020 A - AC R - Residential/Local 7,425 89 467 METAV20 METAV010 A - AC R - Residential/Local 25,785 76 76 296 296 METAV30 METAV010 A - AC R - Residential/Local 24,000 71 80 383 334 METAV021 A - AC R - Residential/Local 21,600 90 279 MIDAV10 MIDAV010 A - AC R - Residential/Local 23,840 74 74 187 187 MIDAV20 MIDAV010 A - AC R - Residential/Local 8,160 74 74 479 479 City of Carson, California Page A52
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
MIDAV30 MIDAV010 A - AC R - Residential/Local 11,960 93 93 384 384 MIDAV40 MIDAV010 A - AC R - Residential/Local 6,500 85 85 378 378 MILAV10 MILAV010 A - AC R - Residential/Local 11,760 76 76 272 292 MILAV020 A - AC R - Residential/Local 2,940 74 372 MILAV20 MILAV010 A - AC R - Residential/Local 17,100 77 77 220 220 MILAV30 MILAV010 A - AC R - Residential/Local 9,450 79 79 394 394 MILAV40
MILAV010 A - AC R - Residential/Local 16,200 72
78 224
210 MILAV020 A - AC R - Residential/Local 25,200 79 252 MILAV030 A - AC R - Residential/Local 32,670 81 171
MILST10 MILST011 A - AC R - Residential/Local 15,150 88 78 158 158 MILST030 A - AC R - Residential/Local 12,090 65 159 MILST20
MILST011 A - AC R - Residential/Local 17,120 51
61 497
411 MILST031 A - AC R - Residential/Local 19,260 58 193 MILST051 A - AC R - Residential/Local 19,800 55 463
MILST072 A - AC R - Residential/Local 29,160 74 468
MONAV10 MONAV010 A - AC R - Residential/Local 23,760 38 38 222 222 MONAV20
MONAV011 A - AC R - Residential/Local 21,780 86
74 319
345
MONAV030 A - AC C - Collector 33,660 56 432
MONAV040 A - AC C - Collector 15,300 87 280
MONAV060 A - AC C - Collector 15,840 35 481
MONAV070 A - AC C - Collector 12,060 82 470
MONAV080 O - AC/AC C - Collector 23,040 94 217
MONAV090 O - AC/AC C - Collector 11,880 94 167
MONAV30 MONAV010 A - AC R - Residential/Local 3,360 93 93 498 467 MONAV020 A - AC R - Residential/Local 12,220 93 458 MONAV40 MONAV011 A - AC R - Residential/Local 18,900 84 84 502 412 MONAV031 A - AC R - Residential/Local 18,540 85 320 MONAV50 MONAV010 A - AC R - Residential/Local 16,500 69 69 308 308 City of Carson, California Page A53
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
MONAV60
MONAV011 A - AC C - Collector 24,600 93
93 221
305 MONAV041 A - AC C - Collector 10,500 93 216
MONAV061 A - AC C - Collector 26,880 93 417
MONAV70 MONAV070 A - AC C - Collector 4,836 29 29 317 317 MONAV80E MONAV010 A - AC R - Residential/Local 25,520 54 54 364 364 MONST10
MONST010 A - AC R - Residential/Local 20,670 48
76 586
391 MONST020 A - AC R - Residential/Local 27,690 86 251 MONST030 A - AC R - Residential/Local 28,080 86 385
MOODR10 MOODR010 A - AC R - Residential/Local 17,205 89 83 407 302 MOODR020 A - AC R - Residential/Local 11,200 74 141 MORDR10 MORDR010 A - AC R - Residential/Local 12,800 54 54 440 440 NAFAV10 NAFFA AVE A - AC R - Residential/Local 12,220 72 72 317 317 NAUCT10 NAUCT010 A - AC R - Residential/Local 17,250 90 90 352 352 NEIAV10 NEIAV010 A - AC R - Residential/Local 22,860 95 95 238 238 NEPAV10 NEPAV010 A - AC R - Residential/Local 43,260 91 91 351 351 NEPAV20 NEPAV010 A - AC R - Residential/Local 24,050 70 70 405 405 NEPAV30 NEPAV010 A - AC R - Residential/Local 25,900 84 84 269 269 NEPAV40
NEPAV011 A - AC R - Residential/Local 18,000 94
91 360
534 NEPAV030 A - AC R - Residential/Local 14,850 93 434 NEPAV040 A - AC R - Residential/Local 33,165 89 674
NEPAV50 NEPAV010 A - AC R - Residential/Local 20,115 88 88 351 351 NEPAV60 NEPAV011 A - AC R - Residential/Local 26,280 52 55 458 476 NEPAV060 A - AC R - Residential/Local 3,740 79 601 NESAV10 NESAV010 A - AC R - Residential/Local 25,350 87 87 269 269 NESAV20 NESAV010 A - AC R - Residential/Local 33,840 93 94 154 226 NESAV021 A - AC R - Residential/Local 24,660 95 325 NEWAV10 NEWAV010 A - AC R - Residential/Local 25,950 92 83 320 301 NEWAV020 A - AC R - Residential/Local 13,200 65 264 City of Carson, California Page A54
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
NICAV10 NICAV010 A - AC R - Residential/Local 12,220 85 85 404 404 NICAV20 NICAV010 A - AC R - Residential/Local 18,330 95 95 384 384 NICAV30 NICAV010 A - AC R - Residential/Local 9,840 67 67 343 343 NICAV40 NICOLLE A - AC R - Residential/Local 12,600 67 67 345 345 NICAV50 NICAV021 A - AC R - Residential/Local 17,080 92 92 238 238 NICAV60 NICAV010 A - AC R - Residential/Local 22,820 87 87 656 656 NICAV70 NICAV010 A - AC R - Residential/Local 8,250 29 29 269 269 NORAV10 NORAV011 A - AC R - Residential/Local 15,000 90 90 424 424 NORAV20 NORAV010 A - AC R - Residential/Local 4,960 79 79 417 417 NORAV30 NORAV010 A - AC R - Residential/Local 9,900 80 80 380 380 NORAV40 NORAV010 A - AC R - Residential/Local 36,000 92 92 191 193 NORAV020 A - AC R - Residential/Local 4,650 93 205 OAKAV10 OAKAV010 A - AC R - Residential/Local 4,350 88 88 538 538 OAKAV20 OAKAV011 A - AC R - Residential/Local 20,100 47 47 462 462 ORCAV10 ORCAV010 O - AC/AC R - Residential/Local 18,590 95 95 499 499 ORCAV20 ORCAV010 A - AC R - Residential/Local 4,920 93 93 251 251 ORCHA10 ORCHA010 A - AC R - Residential/Local 8,028 12 12 731 731 ORRAV10
ORRAV010 A - AC R - Residential/Local 23,400 27
64 412
385 ORRAV020 O - AC/AC R - Residential/Local 24,120 95 252 ORRAV030 A - AC R - Residential/Local 24,960 70 489
PACST10
PACST010 A - AC R - Residential/Local 6,860 90
87 292
406 PACST020 A - AC R - Residential/Local 20,640 86 399 PACST030 A - AC R - Residential/Local 12,285 88 480
PACST20
PACST010 A - AC R - Residential/Local 9,230 67
60 683
718 PACST020 A - AC R - Residential/Local 19,240 65 765 PACST030 A - AC R - Residential/Local 19,240 52 689
PALCT10 PALCT010 A - AC R - Residential/Local 18,720 62 62 363 363 PANAV10 PANAV011 O - AC/AC R - Residential/Local 16,380 95 94 240 203 City of Carson, California Page A55
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
PANAV031 O - AC/AC R - Residential/Local 20,880 95 189
PANAV050 A - AC R - Residential/Local 25,245 93 192
PANAV060 A - AC R - Residential/Local 26,100 94 101
PANAV070 A - AC R - Residential/Local 10,880 93 448
PANAV20 PANAV010 A - AC R - Residential/Local 31,320 93 93 418 389 PANAV020 A - AC R - Residential/Local 29,440 93 358 PENDR10 PENDR010 A - AC R - Residential/Local 20,960 74 74 428 428 PEPDR10 PEPDR011 A - AC R - Residential/Local 12,400 67 67 512 512 PERDR10 PERDR010 A - AC R - Residential/Local 6,400 70 70 341 341 PERDR20 PERDR010 A - AC R - Residential/Local 4,000 74 74 462 462 PERST10 PERST010 A - AC R - Residential/Local 16,200 80 81 423 244 PERST021 A - AC R - Residential/Local 29,600 81 146 PERST20 PERST020 A - AC R - Residential/Local 1,440 88 75 148 248 PERST030 A - AC R - Residential/Local 4,428 71 281 PONAV10 PONAV011 A - AC R - Residential/Local 18,000 93 93 267 267 PONAV20 PONAV011 A - AC R - Residential/Local 13,400 75 75 350 350 PONAV30 PONAV010 A - AC R - Residential/Local 7,680 92 92 210 210 PRIAV10 PRIAV010 A - AC R - Residential/Local 24,480 65 62 170 196 PRIAV020 A - AC R - Residential/Local 7,840 53 276 PRIAV20 PRIAV010 A - AC R - Residential/Local 19,200 80 80 196 196 PRIAV30 PRIAV010 A - AC R - Residential/Local 15,750 92 92 389 389 PROAV10
PROAV011 A - AC R - Residential/Local 16,650 74
50 409
348
PROAV030 A - AC R - Residential/Local 7,280 25 550
PROAV041 A - AC R - Residential/Local 17,250 86 405
PROAV061 A - AC R - Residential/Local 16,800 28 212
PROAV080 A - AC R - Residential/Local 7,280 28 201
PROAV091 A - AC R - Residential/Local 16,500 33 343
PROCT10 PROCT010 A - AC R - Residential/Local 15,600 90 90 391 391 City of Carson, California Page A56
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
QUIST10 QUIST010 A - AC R - Residential/Local 6,900 21 21 507 507 RADAV30 RADAV011 A - AC R - Residential/Local 32,220 69 69 282 282 RADAV40 RADAV010 A - AC R - Residential/Local 12,220 91 91 456 456 RADAV50 RADAV010 A - AC R - Residential/Local 15,000 94 94 193 193 RADST10 RADST010 A - AC R - Residential/Local 10,950 59 59 393 393 RADST20 RADST010 A - AC R - Residential/Local 13,320 74 74 283 283 RADST30 RADST010 A - AC R - Residential/Local 6,800 90 90 239 239 RAIAV10 RAIAV011 A - AC R - Residential/Local 30,600 92 93 221 202 RAIAV030 A - AC R - Residential/Local 38,340 93 187 RASAV10 RASAV010 A - AC R - Residential/Local 9,240 89 89 276 276 RASAV20 RASAV010 A - AC R - Residential/Local 9,960 78 78 253 253 RASAV30 RASAV010 A - AC R - Residential/Local 5,280 48 48 545 545 RASAV40 RASAV010 A - AC R - Residential/Local 18,980 93 93 139 139 RASAV50 RASAV010 A - AC R - Residential/Local 7,260 93 93 313 313 RAVAV10 RAVAV010 A - AC R - Residential/Local 27,020 63 63 376 376 RAVAV20 RAVAV010 A - AC R - Residential/Local 43,260 94 94 434 434 RAVAV30 RAVAV010 A - AC R - Residential/Local 3,410 91 91 672 672 RAVAV40 RAVAV011 A - AC R - Residential/Local 31,680 94 94 343 343 RAVAV50 RAVAV010 A - AC R - Residential/Local 22,350 83 83 341 341 RAVAV60 RAVAV010 A - AC R - Residential/Local 24,915 94 94 343 391 RAVAV020 A - AC R - Residential/Local 21,760 94 445 RAVAV70 RAVAV010 A - AC R - Residential/Local 16,660 75 74 204 233 RAVAV020 A - AC R - Residential/Local 7,290 71 298 REAST10 REAST011 A - AC R - Residential/Local 17,280 93 93 282 282 REAST20
REAST011 A - AC R - Residential/Local 14,850 78
82 387
385 REAST030 A - AC R - Residential/Local 20,640 84 416 REAST040 A - AC R - Residential/Local 11,830 82 329
REAST30 REAST010 A - AC R - Residential/Local 9,585 92 82 664 557 City of Carson, California Page A57
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
REAST020 A - AC R - Residential/Local 17,685 93 610
REAST031 A - AC R - Residential/Local 14,180 62 420
RECREATION RECREA010 A - AC R - Residential/Local 33,880 72 72 221 221 REEAV10 REEAV010 A - AC R - Residential/Local 35,860 18 18 520 520 REIAV10 REIAV010 O - AC/AC R - Residential/Local 39,100 95 95 165 165 REIAV20 REIAV010 A - AC R - Residential/Local 29,770 93 93 393 346 REIAV020 A - AC R - Residential/Local 12,220 93 232 RENST10 RENST010 A - AC R - Residential/Local 13,020 91 91 190 190 RENST20 RENST010 A - AC R - Residential/Local 15,860 93 93 452 452 RENST30 RENST010 A - AC R - Residential/Local 17,030 83 72 617 463 RENST020 A - AC R - Residential/Local 15,860 60 298 RITST10 RITST010 A - AC R - Residential/Local 3,900 80 80 688 688 ROADR10 ROADR010 A - AC R - Residential/Local 11,220 88 88 182 182 ROBST10 ROBST010 A - AC R - Residential/Local 4,185 77 77 763 763 ROBST20 ROBST010 A - AC R - Residential/Local 4,480 69 69 721 721 RONAN10 RONAN010 A - AC R - Residential/Local 1,116 44 44 693 693 RONAV10 RONAV010 A - AC R - Residential/Local 10,200 30 30 398 398 RONAV20 RONAV010 A - AC R - Residential/Local 5,330 29 29 546 546 RONAV30 RONAV011 A - AC R - Residential/Local 20,340 92 93 132 164 RONAV030 A - AC R - Residential/Local 20,955 93 195 RONAV40 RONAV010 A - AC R - Residential/Local 8,140 84 84 474 474 ROSDR10 ROSDR010 A - AC R - Residential/Local 7,200 81 81 330 330 ROSIT10 ROSIT010 A - AC R - Residential/Local 1,440 72 72 660 660 SAGST10 SAGST012 A - AC R - Residential/Local 27,360 88 88 164 164 SALAV10
SALAV011 O - AC/AC R - Residential/Local 30,060 95
95 359
369 SALAV012 A - AC R - Residential/Local 2,700 94 176
SALAV041 O - AC/AC R - Residential/Local 29,340 95 398
SALDR10 SALDR010 A - AC R - Residential/Local 8,680 91 91 405 405 City of Carson, California Page A58
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
SALMN10 SALMN010 A - AC R - Residential/Local 2,064 91 91 676 676 SANAV20S
SANAV010 A - AC A - Arterial 31,500 67
43 360
227
SANAV020 A - AC A - Arterial 36,720 47 189
SANAV030 A - AC A - Arterial 39,000 44 120
SANAV041 A - AC A - Arterial 34,600 31 191
SANAV061 A - AC A - Arterial 43,200 14 373
SANAV101 A - AC A - Arterial 43,560 25 218
SANAV140 A - AC A - Arterial 18,360 93 196
SANAV150 A - AC A - Arterial 48,450 55 167
SANAV160 A - AC A - Arterial 3,120 25 308
SANAV30
SANAV011 A - AC R - Residential/Local 18,180 92
91 449
438 SANAV031 A - AC R - Residential/Local 20,700 92 379 SANAV050 A - AC R - Residential/Local 5,700 86 618
SANCT10 SANCT010 A - AC R - Residential/Local 10,950 88 88 354 354 SANST10
SANST010 O - AC/AC R - Residential/Local 60,720 95
68 131
159 SANST020 A - AC R - Residential/Local 22,440 94 198 SANST030 A - AC R - Residential/Local 50,600 39 175
SANST040 A - AC R - Residential/Local 16,280 18 161
SANST20 SANST010 A - AC MiA - Minor Arterial (4) 6,000 50 50 525 525 SCOAV10 SCOAV010 A - AC R - Residential/Local 43,180 50 50 341 341 SCOAV20
SCOAV010 A - AC R - Residential/Local 25,670 41
68 426
453 SCOAV020 A - AC R - Residential/Local 19,890 93 459 SCOAV030 A - AC R - Residential/Local 8,190 93 521
SCUCT20 SCUCT010 A - AC R - Residential/Local 13,000 86 86 400 400 SEAAV10 SEAAV010 A - AC R - Residential/Local 7,810 36 36 384 384 SELAV10 SELAV011 A - AC R - Residential/Local 18,900 82 82 257 257 SELAV20 SELAV010 O - AC/AC R - Residential/Local 19,600 95 95 296 296 City of Carson, California Page A59
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
SEPBL10E
SEPBL010 A - AC A - Arterial 18,360 34
70 253
230
SEPBL020 O - AC/AC A - Arterial 90,610 85 287
SEPBL031 O - AC/AC A - Arterial 59,200 88 318
SEPBL050 O - AC/AC A - Arterial 22,000 93 85
SEPBL060 O - AC/AC A - Arterial 82,440 93 119
SEPBL070 O - AC/AC A - Arterial 28,000 94 160
SEPBL080 O - AC/AC A - Arterial 27,600 86 142
SEPBL090 A - AC A - Arterial 16,170 18 450
SEPBL100 A - AC A - Arterial 22,935 52 323
SEPBL110 A - AC A - Arterial 49,830 60 189
SEPBL120 A - AC A - Arterial 25,740 71 276
SEPBL121 P - PCC A - Arterial 9,900 83 110
SEPBL150 A - AC A - Arterial 22,275 18 367
SEPBL160 A - AC A - Arterial 46,200 42 235
SEPBL170 A - AC A - Arterial 30,680 94 186
SEPBL171 P - PCC A - Arterial 24,960 80 110
SEPBL180 A - AC A - Arterial 33,800 27 299
SEPBL190 A - AC A - Arterial 16,810 24 293
SEPBL20W
SEPBL010 A - AC A - Arterial 16,810 22
61 414
243
SEPBL020 A - AC A - Arterial 24,200 9 325
SEPBL030 A - AC A - Arterial 5,980 55 250
SEPBL031 P - PCC A - Arterial 28,600 72 110
SEPBL040 P - PCC A - Arterial 23,760 92 110
SEPBL050 A - AC A - Arterial 22,275 50 160
SEPBL060 A - AC A - Arterial 70,950 34 271
SEPBL070 A - AC A - Arterial 96,690 32 157
SEPBL080 A - AC A - Arterial 23,430 22 448
SEPBL090 A - AC A - Arterial 25,740 42 159
City of Carson, California Page A60
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
SEPBL100 A - AC A - Arterial 22,935 24 211
SEPBL110 A - AC A - Arterial 16,170 30 194
SEPBL121 A - AC A - Arterial 55,600 93 522
SEPBL140 A - AC A - Arterial 26,200 93 139
SEPBL150 A - AC A - Arterial 59,200 92 101
SEPBL160 A - AC A - Arterial 8,000 94 86
SEPBL170 A - AC A - Arterial 34,480 93 55
SEPBL180 A - AC A - Arterial 91,290 91 364
SEPBL190 A - AC A - Arterial 15,980 48 348
SHAST10 SHAST010 A - AC R - Residential/Local 19,360 93 93 263 263 SHAST20 SHAST010 O - AC/AC R - Residential/Local 19,350 95 95 453 453 SHEAV10 SHEAV010 A - AC R - Residential/Local 9,600 29 34 572 559 SHEAV020 A - AC R - Residential/Local 5,920 42 539 SHEAV20 SHEAV010 A - AC R - Residential/Local 41,550 38 38 332 332 SHEAV30 SHEAV011 A - AC R - Residential/Local 36,090 70 70 463 463 SHECR10 SHECR010 A - AC R - Residential/Local 6,820 89 89 588 588 SHEDR20 SHEDR011 A - AC R - Residential/Local 32,960 94 94 183 183 SILPL10 SILPL010 A - AC R - Residential/Local 11,550 49 49 356 356 SPIST10 SPIST010 A - AC R - Residential/Local 19,520 43 43 771 771 SUDCT10S SUDCT011 A - AC R - Residential/Local 12,625 82 82 308 308 SULCR10 SULCR010 A - AC R - Residential/Local 9,350 77 77 593 593 SUSDR10 SUSDR011 A - AC R - Residential/Local 21,400 65 65 381 381 SUSRD10 SUSRD010 A - AC R - Residential/Local 13,200 32 32 727 727 SWOST10 SWOST011 A - AC R - Residential/Local 23,250 77 77 298 298 TAJAV10
TAJAV010 A - AC R - Residential/Local 17,640 94
87 154
236 TAJAV020 A - AC R - Residential/Local 31,500 93 160 TAJAV030 A - AC R - Residential/Local 10,080 93 415
TAJAV040 A - AC R - Residential/Local 9,000 43 462
City of Carson, California Page A61
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
TAJAV20
TAJAV010 A - AC R - Residential/Local 9,540 70
39 522
334 TAJAV020 A - AC R - Residential/Local 36,000 33 311 TAJAV030 A - AC R - Residential/Local 12,000 33 252
TAMAV10 TAMAV011 A - AC R - Residential/Local 28,690 91 91 257 257 TANAV10 TANVA010 A - AC R - Residential/Local 7,040 54 54 529 529 TANCT10 TANCT010 A - AC R - Residential/Local 10,950 82 82 435 435 TARAV10 TARAV010 A - AC R - Residential/Local 11,500 91 92 351 365 TARAV020 A - AC R - Residential/Local 6,210 93 391 THODR10 THODR010 A - AC R - Residential/Local 19,800 70 70 214 214 TILAV10 TILAV010 A - AC R - Residential/Local 35,200 86 86 249 249 TILAV20 TILAV010 A - AC R - Residential/Local 6,930 83 93 299 133 TILAV020 A - AC R - Residential/Local 43,890 94 107 TILAV30 TILAV010 A - AC R - Residential/Local 10,980 93 93 214 214 TILAV40 TILAV010 O - AC/AC R - Residential/Local 38,350 95 95 434 434 TILAV50 TILAV010 A - AC R - Residential/Local 10,660 82 82 355 355 TORBL10
TORBL010 A - AC R - Residential/Local 42,300 40
45 485
332 TORBL020 A - AC R - Residential/Local 56,400 43 215 TORBL031 A - AC R - Residential/Local 19,080 46 426
TORBL055 A - AC R - Residential/Local 11,160 75 186
TOWAV10
TOWAV010 A - AC R - Residential/Local 29,700 63
86 418
365 TOWAV020 O - AC/AC R - Residential/Local 31,845 95 391 TOWAV031 O - AC/AC R - Residential/Local 17,460 95 466
TOWAV050 O - AC/AC R - Residential/Local 28,620 95 221
TOWCT10 TOWCT010 A - AC R - Residential/Local 6,075 47 47 415 415 TROLN10 TROLN011 A - AC R - Residential/Local 22,050 56 56 434 434 TURST10
TURST010 O - AC/AC R - Residential/Local 6,480 85
82 315
197 TURST021 O - AC/AC C - Collector 31,860 92 151
TURST051 O - AC/AC C - Collector 30,450 93 227
City of Carson, California Page A62
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
TURST081 O - AC/AC C - Collector 31,500 93 202
TURST111 O - AC/AC C - Collector 14,940 93 157
TURST131 O - AC/AC C - Collector 25,110 92 135
TURST160 O - AC/AC C - Collector 20,512 32 232
TURST171 O - AC/AC C - Collector 25,020 37 269
TURST250 A - AC R - Residential/Local 8,800 93 245
TURST282 A - AC R - Residential/Local 17,600 93 200
TURST300 A - AC R - Residential/Local 30,240 92 162
TURST320 O - AC/AC R - Residential/Local 9,720 95 139
TURST330 A - AC R - Residential/Local 11,340 92 226
TURST20
TURST030 A - AC R - Residential/Local 8,800 94
80 155
198
TURST071 A - AC R - Residential/Local 17,440 92 186
TURST101 A - AC R - Residential/Local 10,900 57 212
TURST121 A - AC R - Residential/Local 21,600 81 175
TURST140 A - AC R - Residential/Local 6,600 63 341
TYLST10
TYLST010 A - AC R - Residential/Local 11,440 33
55 371
431 TYLST020 A - AC R - Residential/Local 31,050 81 473 TYLST030 A - AC R - Residential/Local 29,380 36 410
TYLST20 TYLST010 A - AC R - Residential/Local 12,220 50 50 361 361 UNIDR10E
UNIDR010 A - AC MiA - Minor Arterial (4) 28,350 22
22 290
226
UNIDR021 A - AC MiA - Minor Arterial (4) 57,150 22 175
UNIDR050 A - AC MiA - Minor Arterial (4) 15,450 19 256
UNIDR060 A - AC MiA - Minor Arterial (4) 36,300 24 202
UNIDR070 A - AC MiA - Minor Arterial (4) 26,850 37 183
UNIDR080 A - AC MiA - Minor Arterial (4) 29,160 15 250
UNIDR090 A - AC MiA - Minor Arterial (4) 38,160 20 191
UNIDR100 A - AC MiA - Minor Arterial (4) 34,200 19 323
UNIDR20W UNIDR010 A - AC MiA - Minor Arterial (4) 42,750 33 29 292 213 City of Carson, California Page A63
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
UNIDR020 A - AC MiA - Minor Arterial (4) 11,400 49 182
UNIDR030 A - AC MiA - Minor Arterial (4) 36,450 51 141
UNIDR040 A - AC MiA - Minor Arterial (4) 26,850 25 224
UNIDR050 A - AC MiA - Minor Arterial (4) 36,300 30 138
UNIDR060 A - AC MiA - Minor Arterial (4) 15,450 24 143
UNIDR070 A - AC MiA - Minor Arterial (4) 24,900 16 212
UNIDR080 A - AC MiA - Minor Arterial (4) 15,000 13 195
UNIDR091 A - AC MiA - Minor Arterial (4) 45,600 21 287
UTIWY10 UTIWY010 A - AC R - Residential/Local 59,360 29 29 361 361 VANST10
VANST010 A - AC R - Residential/Local 16,510 87
55 473
333
VANST020 A - AC R - Residential/Local 27,690 36 431
VANST030 A - AC R - Residential/Local 25,090 43 110
VANST041 A - AC R - Residential/Local 28,000 58 329
VANST070 A - AC R - Residential/Local 5,056 91 471
VERST10
VERST011 A - AC R - Residential/Local 34,800 43
67 188
213
VERST030 A - AC R - Residential/Local 20,800 94 336
VERST040 A - AC R - Residential/Local 24,115 85 184
VERST050 A - AC R - Residential/Local 23,850 66 149
VERST060 A - AC R - Residential/Local 36,045 64 228
VICST10E
VICST010 O - AC/AC A - Arterial 37,455 69
48 369
282
VICST020 O - AC/AC A - Arterial 37,455 72 382
VICST030 O - AC/AC A - Arterial 28,842 80 333
VICST041 O - AC/AC A - Arterial 75,570 85 199
VICST070 A - AC A - Arterial 60,600 71 353
VICST080 A - AC A - Arterial 45,400 32 127
VICST090 A - AC A - Arterial 95,540 39 185
VICST100 A - AC A - Arterial 172,200 32 374
VICST110 A - AC A - Arterial 11,550 33 166
City of Carson, California Page A64
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
VICST120 A - AC A - Arterial 70,770 20 220
VICST20W
VICST010 A - AC A - Arterial 95,540 53
72 283
250
VICST020 A - AC A - Arterial 45,400 33 216
VICST030 A - AC A - Arterial 58,600 83 231
VICST040 A - AC A - Arterial 12,870 94 303
VICST050 A - AC A - Arterial 40,095 88 174
VICST060 A - AC A - Arterial 23,100 93 174
VICST071 A - AC A - Arterial 18,315 94 152
VICST080 A - AC A - Arterial 37,620 87 264
VICST090 A - AC A - Arterial 34,485 90 390
VISAV10 VISAV010 A - AC R - Residential/Local 17,500 92 92 234 234 WADAV10 WADAV011 A - AC R - Residential/Local 38,000 77 77 391 391 WADAV20 WADAV010 A - AC R - Residential/Local 33,300 56 56 264 264 WADAV30 WADAV010 A - AC R - Residential/Local 30,720 93 93 201 221 WADAV020 A - AC R - Residential/Local 14,880 93 262 WALST10W WALST020 C - AC/PCC MiA - Minor Arterial (4) 59,200 94 94 110 110 WALST20E WALST020 O - AC/AC MiA - Minor Arterial (4) 41,400 94 94 334 334 WALST30E
WALST010 A - AC R - Residential/Local 7,200 81
87 401
225 WALST020 A - AC R - Residential/Local 33,925 93 198 WALST030 A - AC R - Residential/Local 10,350 73 192
WALST40W
WALST010 A - AC MiA - Minor Arterial (4) 60,900 39
20 149
206 WALST020 A - AC MiA - Minor Arterial (4) 115,200 16 143 WALST030 A - AC MiA - Minor Arterial (4) 68,700 12 202
WALST040 A - AC MiA - Minor Arterial (4) 58,500 20 394
WALST50 WALST010 A - AC R - Residential/Local 8,802 85 85 403 403 WALST60 WALST010 A - AC R - Residential/Local 7,155 50 50 362 362 WALST70 WALST010 A - AC R - Residential/Local 26,055 92 92 358 358 WALST80 WALST010 A - AC R - Residential/Local 26,730 95 92 216 351 City of Carson, California Page A65
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
WALST021 A - AC R - Residential/Local 20,340 89 528
WASST10
WASST010 A - AC R - Residential/Local 30,160 29
36 395
361 WASST020 A - AC R - Residential/Local 27,300 33 295 WASST030 A - AC R - Residential/Local 12,780 61 421
WATRD10
WATRD010 A - AC C - Collector 75,600 41
55 592
482 WATRD020 O - AC/AC C - Collector 69,440 94 292
WATRD030 A - AC C - Collector 75,600 35 376
WATRD040 A - AC C - Collector 76,720 52 649
WATST10 WATST011 A - AC R - Residential/Local 22,680 92 90 153 209 WATST030 A - AC R - Residential/Local 8,320 85 361 WATST20
WATST010 A - AC R - Residential/Local 9,120 57
65 206
198 WATST020 A - AC R - Residential/Local 9,440 56 126
WATST030 A - AC R - Residential/Local 8,800 82 267
WATST30 WATST010 A - AC R - Residential/Local 40,960 71 71 293 293 WEIAV10
WEIAV010 A - AC R - Residential/Local 16,640 68
70 539
420 WEIAV020 A - AC R - Residential/Local 17,655 75 343 WEIAV030 A - AC R - Residential/Local 5,940 60 314
WEIAV40 WEIAV010 A - AC R - Residential/Local 23,400 86 86 280 280 WELAV10 WELAV010 A - AC R - Residential/Local 17,600 44 44 368 368 WESTW10 WESTW010 A - AC R - Residential/Local 5,364 73 73 747 747 WILAV100S
WILAV011 A - AC A - Arterial 93,200 46
56 265
219 WILAV041 A - AC A - Arterial 99,400 58 193
WILAV070 A - AC A - Arterial 35,400 78 170
WILAV10S
WILAV010 A - AC A - Arterial 98,260 84
81 356
226 WILAV020 A - AC A - Arterial 58,800 85 179
WILAV030 A - AC A - Arterial 55,860 90 119
WILAV060 A - AC A - Arterial 49,400 60 146
WILAV20N WILAV021 A - AC A - Arterial 30,008 18 18 369 369 City of Carson, California Page A66
ARA, February 2026

BranchID SectionID Surface Rank Area (Sq.
ft)
Section
PCI
Branch
PCI
Section
IRI
(In/In)
Branch
IRI
(In/In)
WILAV30N
WILAV030 A - AC A - Arterial 56,950 17
23 271
291 WILAV040 A - AC A - Arterial 48,450 18 280
WILAV050 A - AC A - Arterial 69,530 32 315
WILAV40S WILAV041 A - AC A - Arterial 65,280 32 32 239 239 WILAV50N
WILAV010 A - AC A - Arterial 28,110 44
32 503
331 WILAV020 A - AC A - Arterial 17,480 27 246
WILAV030 A - AC A - Arterial 20,559 21 169
WILAV60S WILAV011 A - AC A - Arterial 44,670 37 37 419 419 WILAV80S WILAV010 A - AC A - Arterial 105,630 38 46 333 319 WILAV020 A - AC A - Arterial 79,400 57 300 WINDR10 WINDR10 A - AC R - Residential/Local 9,000 89 89 237 237

City of Carson, California Page B1
ARA, February 2026

APPENDIX B Maps
FIGST70 -FIGST010:51
MAIST70N -MAIST010:62 BALAV10 -BALAV020:88
ALOBL10 - ALOBL030E:29
ALLEY01 -ALLEY001:16BROAV10N -BROAV061:83 162ST10 -
162ST010:67
ALLEY11 -
ALLEY011:10
ALOBL10 - ALOBL040E:19
ALOBL10 - ALOBL010:94 ALOBL10 - ALOBL020E:62
9 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

MAIST70N -MAIST010:62 MAPAV10 -MAPAV010:54
BALAV10 -BALAV020:88
ALOBL10 - ALOBL030E:29
ALOBL10 - ALOBL010:94
ALOBL10 - ALOBL040E:19
AVABL100S -AVABL010:26
AVABL90N -AVABL080:31
ALLEY01 -ALLEY001:16BROAV10N -BROAV061:83 162ST10 -
162ST010:67
ALLEY11 -
ALLEY011:10
ALOBL10 - ALOBL050E:30
ALOBL10 - ALOBL060E:44
ALOBL10 - ALOBL020E:62
10 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

VISAV10 -VISAV010:92
MAPAV10 -MAPAV010:54
MCKAV10
-
MCKAV011:70
163ST10 - 163ST021:86
HASLN10 -HASLN010:91
NORAV10 - NORAV011:90
ALOBL10 - ALOBL040E:19
ACODR10 -
ACODR010:79AVABL100S -AVABL010:26
AVABL90N -AVABL080:31 HASLN10 -
HASLN030:74
MALAV20S -MALAV010:74HARAV20 -HARAV010:77
ALOBL10 - ALOBL060E:44
ALOBL10 - ALOBL050E:30
11 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

VISAV10 -VISAV010:92
MCKAV10
-
MCKAV011:70
163ST10 - 163ST021:86
HASLN10 -HASLN010:91
ALOBL10 - ALOBL060E:44
NORAV10 - NORAV011:90
ACODR10 -
ACODR010:79
HASLN10 -
HASLN030:74
MALAV20S -MALAV010:74HARAV20 -HARAV010:77
12 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

BALAV10
-
BALAV010:93
GARAV30E - GARAV030:92
BALAV10 -BALAV020:88162ST10 -
162ST010:67
163ST10 -
163ST010:95
ALOBL10 - ALOBL030E:29
168ST10 - 168ST020:36168ST10 - 168ST010:37
ALLEY03 -ALLEY003:46
MAIST80S -MAIST010:86
ALLEY02 -ALLEY002:8
MAIST70N -MAIST020:57
MAIST80S -MAIST020:73
ALLEY01 -ALLEY001:16
MAIST70N - MAIST010:62
FIGST70 - FIGST010:51
BROAV20S - BROAV030:52
BROAV10N - BROAV051:46
BROAV20S - BROAV020:57
MAIST70N - MAIST040:59
MAIST80S - MAIST040:47
MAIST70N - MAIST030:62
MAIST80S - MAIST030:50
ALLEY11 -
ALLEY011:10
ALLEY12 -
ALLEY012:4
ALOBL10 - ALOBL040E:19
ALLEY08 - ALLEY008:73
164ST10 - 164ST010:92
ALOBL10 - ALOBL010:94
GARAV30E - GARAV010:65
ALOBL10 - ALOBL020E:62
GARAV30E - GARAV020:84
ALLEY05 - ALLEY005:24 ALLEY04 - ALLEY004:26
BROAV20S -BROAV010:79
BROAV10N - BROAV061:83
13 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

BRADR30 -
BRADR022:90
BALAV10
-
BALAV010:93
SANST20
-SANST010:50
BALAV10 -BALAV020:88162ST10 -
162ST010:67
163ST10 -
163ST010:95
ALOBL10 - ALOBL030E:29
ALOBL10 - ALOBL010:94
MAPAV10 - MAPAV010:54
164ST10 -
164ST010:92
168ST10 - 168ST020:36
169ST10 -
169ST030:95
GARAV30E - GARAV010:65
AMBAV20
-AMBAV011:90
ALOBL10 - ALOBL040E:19
168ST10 - 168ST010:37
ALLEY03 -ALLEY003:46
MAIST80S -MAIST010:86
ALLEY02 -ALLEY002:8
AVABL100S -AVABL040:50
AVABL90N -AVABL050:73
AVABL90N -AVABL080:31
MAIST70N -MAIST020:57
MAIST80S - MAIST020:73
ALLEY01 -ALLEY001:16
MAIST70N - MAIST010:62
MOODR10 -
MOODR020:74
GARAV30E -
GARAV041:93
ROADR10
-
ROADR010:88
BROAV20S - BROAV030:52
AVABL100S -AVABL020:23
AVABL100S - AVABL010:26
BROAV10N - BROAV051:46
BROAV20S - BROAV020:57
MAIST70N - MAIST040:59
MAIST80S - MAIST040:47
MAIST70N - MAIST030:62
MAIST80S - MAIST030:50
AVABL100S -AVABL030:28
AVABL90N -AVABL060:31
ALLEY11 -
ALLEY011:10
ALLEY12 -
ALLEY012:4
BELAV20
-BELAV010:85
169ST10 - 169ST020:95
ALOBL10 - ALOBL050E:30
ALLEY08 - ALLEY008:73GARAV30E - GARAV030:92
MOODR10 - MOODR010:89
BILDR10 - BILDR070:91
169ST10 - 169ST010:82
SHEDR20 - SHEDR011:94
ALOBL10 - ALOBL020E:62
GARAV30E - GARAV020:84
ALLEY05 - ALLEY005:24 ALLEY04 - ALLEY004:26
BROAV20S -BROAV010:79
BROAV10N - BROAV061:83
14 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

SANST10 -
SANST030:39
BRADR30 -
BRADR022:90
GARAV30E - GARAV041:93
SANST20
-SANST010:50
MAPAV10 - MAPAV010:54
VISAV10 - VISAV010:92
163ST10 - 163ST021:86
169ST10 -
169ST030:95
HASLN10 -
HASLN020:95
TARAV10 - TARAV020:93
NORAV10 - NORAV011:90
AMBAV20
-AMBAV011:90
ALOBL10 - ALOBL040E:19
ACODR10 -
ACODR010:79
MCKAV10 -MCKAV011:70
CLAST10-
CLAST030:90
CLAST10-
CLAST011:89
AVABL100S -AVABL040:50
AVABL90N -AVABL050:73
AVABL90N -AVABL080:31
HASLN10 - HASLN010:91
HASLN10 -HASLN030:74
KINAV50
-
KINAV010:95
MOODR10 -
MOODR020:74
ROADR10
-
ROADR010:88
MALAV20S -MALAV010:74HARAV20 -HARAV010:77
AVABL100S -AVABL020:23
TARAV10 -
TARAV010:91
AVABL100S - AVABL010:26
ISHAV10 -ISHAV010:42
KINPL10 - KINPL10:32
AVABL100S -AVABL030:28
AVABL90N -AVABL060:31
MARAV110
-
MARAV010:93
SANST10 - SANST020:94
BELAV20
-BELAV010:85
169ST10 - 169ST020:95
ALOBL10 - ALOBL050E:30
MONAV80E -MONAV010:54
CLAST10 - CLAST040:71
SANST10 - SANST010:95
GARAV30E - GARAV030:92
MOODR10 - MOODR010:89
BILDR10 - BILDR070:91
169ST10 - 169ST010:82
SHEDR20 - SHEDR011:94
15 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

GARAV30E - GARAV041:93
CHEPL10 -CHEPL010:32
VISAV10 - VISAV010:92
163ST10 - 163ST021:86
HASLN10 -
HASLN020:95
TARAV10 - TARAV020:93
NORAV10 - NORAV011:90
ACODR10 -
ACODR010:79
MCKAV10 -MCKAV011:70
CLAST10-
CLAST030:90
CLAST10-
CLAST011:89
CENAV20S - CENAV010:13
SANST10 - SANST030:39
HASLN10 - HASLN010:91
HASLN10 -HASLN030:74
KINAV50
-
KINAV010:95
SANST10 -SANST040:18
MALAV20S -MALAV010:74HARAV20 -HARAV010:77
TARAV10 -
TARAV010:91ISHAV10 -ISHAV010:42
KINPL10 - KINPL10:32 MARAV110
-
MARAV010:93
SANST10 - SANST020:94
KEEST10 - KEEST030:48MONAV80E -MONAV010:54
CLAST10 - CLAST040:71
SANST10 - SANST010:95
CENAV20S - CENAV100:11
16 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

SANST10 - SANST030:39
CHEPL10 -CHEPL010:32 CENAV20S - CENAV010:13SANST10 -SANST040:18 KEEST10 - KEEST030:48
CENAV20S - CENAV100:11
17 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

MAIST70N -MAIST050:57
BROAV20S
-
BROAV060:43
FIGST70 - FIGST010:51
SHEAV10 -
SHEAV020:42
BROAV20S -BROAV030:52
WALST20E - WALST020:94
SHEAV10 -
SHEAV010:29
WALST10W - WALST020:94
BROAV20S
-BROAV040:58
MAIST70N -MAIST070:41
MAIST70N - MAIST040:59
MAIST80S -MAIST040:47
ALBBL10 - ALBBL020:54
BROAV20S
-BROAV050:50
MAIST70N - MAIST060:64
MAIST80S - MAIST060:57
ALLEY04 - ALLEY004:26
MAIST80S -MAIST050:52
ALLEY05 - ALLEY005:24
ALLEY06 - ALLEY006:11
ALLEY07 - ALLEY007:27
ALBBL10 - ALBBL030:75
ALBBL10 - ALBBL010:71
18 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

AVABL90N - AVABL030:35
MAIST70N -MAIST050:57
BROAV20S
-
BROAV060:43
WALST30E -
WALST010:81
CASST10 - CASST031:91
AMBAV10
-
AMBAV011:91
CROCK30 -
CROCK030:86
BONAV10 - BONAV010:57
BILDR10 -BILDR041:93
METAV10 - METAV010:95
KENDR10 -
KENDR030:94
TOWCT10 -
TOWCT010:47
SHEAV10 -
SHEAV020:42
BROAV20S -BROAV030:52
WALST20E - WALST020:94
AMBAV20
-
AMBAV011:90
WALST60 -
WALST010:50
COLDR10 -
COLDR011:89
AVABL100S
-AVABL040:50
AVABL90N -AVABL050:73
BRADR30- BRADR022:90
KENDR10 -
KENDR010:92
CROCK30 -
CROCK010:94
CASST10 -
CASST011:84
BILDR10 -BILDR050:93
METAV10
-
METAV020:89
SALDR10 -SALDR010:91
SHEAV10 -
SHEAV010:29
WALST50 -WALST010:85
WALST10W - WALST020:94
BROAV20S
-BROAV040:58
BONAV20 -BONAV010:81
KENDR10 -
KENDR020:89
MOODR10 -
MOODR020:74
ROADR10
-
ROADR010:88
BILDR10
-
BILDR011:89
MAIST70N -MAIST070:41
MAIST70N - MAIST040:59
MAIST80S -MAIST040:47
BRADR30 - BRADR010:52
WALST30E - WALST020:93
BELAV20 -
BELAV010:85
CENDR10 - CENDR010:95
ALBBL10 - ALBBL020:54
BROAV20S
-BROAV050:50
CHEDR10 -
CHEDR011:76
WALST30E -
WALST030:73
AVABL100S -AVABL060:26
BILDR10 - BILDR070:91
CASST20 -
CASST010:95
MAIST70N - MAIST060:64
MAIST80S -MAIST060:57
AVABL100S -AVABL050:20
AVABL90N
-
AVABL040:54
MOODR10 -
MOODR010:89
COLDR20 - COLDR010:82
ALLEY04 - ALLEY004:26
MAIST80S -MAIST050:52
ALLEY05 - ALLEY005:24
WALST40W - WALST040:20ALLEY06 - ALLEY006:11
AVABL100S -AVABL070:20
AVABL90N -AVABL020:31
ARTES10 - ARTES010:17
SHEDR20 - SHEDR011:94
ALLEY07 - ALLEY007:27
ALBBL10 - ALBBL010:71
ALBBL10 - ALBBL050:82
ALBBL10 - ALBBL030:75
ALBBL10 - ALBBL040:87
19 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

AVABL90N - AVABL030:35
WALST30E -
WALST010:81
SANAV30 - SANAV031:92
CASST10 - CASST031:91
BITST10 -
BITST051:72
AMBAV10
-
AMBAV011:91
CROCK30 -
CROCK030:86
MERCT10
-MERCT010:79
SUDCT10S
-
SUDCT011:82
SANAV30 -SANAV050:86
BAUCT10 - BAUCT010:86
BONAV10 - BONAV010:57
BILDR10 -BILDR041:93
METAV10 - METAV010:95
PROCT10 - PROCT010:90
KENDR10 -
KENDR030:94
ALBBL20 - ALBBL010:91
TOWCT10 -
TOWCT010:47
AMBAV20
-
AMBAV011:90
FRAST10 - FRAST011:82
SANAV30 - SANAV011:92
WALST60 -
WALST010:50
COLDR10 -
COLDR011:89
BITST10 -
BITST035:63
AVABL100S -AVABL040:50
AVABL90N
-AVABL050:73
BRADR30- BRADR022:90
KENDR10 -
KENDR010:92
HAXCT10 -
HAXCT011:92
CROCK30 -
CROCK010:94
CASST10 -
CASST011:84
BILDR10 -BILDR050:93
METAV10
-
METAV020:89
SALDR10 -SALDR010:91
BITST10 - BITST011:83
WALST50 -WALST010:85
LYSDR20 - LYSDR020:93
BONAV20 -BONAV010:81
KENDR10 -
KENDR020:89
SANCT10 -
SANCT010:88
RAIAV10 - RAIAV030:93
MOODR10 -
MOODR020:74
ROADR10
-
ROADR010:88
BILDR10 - BILDR011:89
BRADR30 - BRADR010:52
WALST40W - WALST040:20
WALST40W - WALST030:12
WALST30E - WALST020:93
BELAV20 -
BELAV010:85
CENDR10 - CENDR010:95
KINAV50
-KINAV010:95
CHEDR10 -
CHEDR011:76
WALST30E -
WALST030:73
AVABL100S -AVABL060:26
BILDR10 - BILDR070:91
CASST20 -
CASST010:95
MONAV80E -MONAV010:54
AVABL100S -AVABL050:20
AVABL90N
-
AVABL040:54
SANST10 - SANST010:95
MARAV110-MARAV010:93
WALST40W - WALST020:16
MOODR10 -
MOODR010:89
COLDR20 - COLDR010:82
AVABL100S -AVABL070:20
AVABL90N -AVABL020:31
SHEDR20 - SHEDR011:94
ALBBL10 - ALBBL050:82
ARTES10 - ARTES020:23ARTES10 - ARTES010:17
ALBBL10 - ALBBL040:87
20 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

CENAV10N -CENAV020:25
CENAV20S -CENAV030:47
CENAV20S - CENAV020:13
SANAV30 - SANAV031:92
WALST40W - WALST040:20
BITST10-BITST091:69
SCUCT20 -SCUCT010:86
MERCT10
-MERCT010:79
SUDCT10S
-
SUDCT011:82
SANAV30 -SANAV050:86
KEEAV20
-KEEAV010:91
NAUCT10 - NAUCT010:90
CHEPL10 -
CHEPL010:32
BAUCT10 - BAUCT010:86
PROCT10 - PROCT010:90
ALBBL20 - ALBBL010:91
RADST30 -
RADST010:90
W
ELAV10
-W
ELAV010:44
FRAST10 - FRAST011:82
SANAV30 - SANAV011:92
CENAV10N -CENAV010:54
BITST10 - BITST035:63 BITST10 - BITST051:72
HAXCT10 -
HAXCT011:92
BITST10 - BITST075:60
CENAV20S - CENAV010:13
BITST10 - BITST011:83
LYSDR20 - LYSDR020:93
AMAAV20S - AMAAV011:89
SANCT10 -
SANCT010:88
RAIAV10 - RAIAV030:93
SANST10 -SANST040:18
WALST40W - WALST030:12
RADST20 -
RADST010:74
KEEST10
-
KEEST010:66
HARCT20-
HARCT010:93
KINAV50
-KINAV010:95
JANST10E -
JANST010:21
KEEST10-
KEEST020:70
KEEST10 - KEEST030:48MONAV80E -MONAV010:54
SANST10 - SANST010:95
MARAV110-MARAV010:93
CENAV10N -CENAV030:12
ALBBL10 - ALBBL050:82
WALST40W - WALST020:16
WALST40W - WALST010:39
ARTES10 - ARTES010:17
ARTES10 - ARTES020:23
21 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

CENAV10N -CENAV020:25
CENAV20S -CENAV030:47
CENAV20S - CENAV020:13
BITST10-BITST091:69
WALST40W - WALST020:16
SCUCT20 -SCUCT010:86
KEEAV20
-KEEAV010:91
NAUCT10 - NAUCT010:90
CHEPL10 -
CHEPL010:32
RADST30 -
RADST010:90
W
ELAV10
-W
ELAV010:44
BITST10 - BITST051:72
CENAV10N -CENAV010:54
BITST10 - BITST075:60
CENAV20S - CENAV010:13
AMAAV20S - AMAAV011:89
SANST10 -SANST040:18
RADST20 -
RADST010:74
KEEST10
-
KEEST010:66
HARCT20-
HARCT010:93
JANST10E -
JANST010:21
KEEST10-
KEEST020:70
KEEST10 - KEEST030:48
CENAV10N -CENAV030:12
WALST40W - WALST010:39
ARTES10 - ARTES020:23
ALBBL20 - ALBBL010:91
22 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

ROBST10 -
ROBST010:77
184ST10 -
184ST010:58
COLAV10
-COLAV031:61
CAIAV30
-CAIAV012:60
FREST10 -
FREST010:69
BROAV20S - BROAV050:50
BROAV20S - BROAV060:43
MILAV40 - MILAV030:81
COLAV10 - COLAV020:67
MAIST70N - MAIST070:41
MAIST80S - MAIST070:37
MAIST100S - MAIST010:92
MAIST90N
-MAIST030:82
FIGST70 - FIGST010:51 VICST10E -
VICST041:85
VICST20W -
VICST060:93
ALBBL10 - ALBBL020:54
BILAV20 - BILAV010:78
BROAV30N - BROAV021:49
VICST10E - VICST010:69
VICST20W -
VICST090:90
VICST10E - VICST020:72
VICST20W -
VICST080:87
VICST10E -
VICST030:80
VICST20W -
VICST071:94
ALBBL10 - ALBBL030:75
ALBBL10 - ALBBL010:71
23 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

ROBST10 -
ROBST010:77
ROBST20 -
ROBST010:69
COLAV10
-COLAV031:61
184ST10 -
184ST010:58
CAIAV30
-CAIAV012:60
FREST10 -
FREST010:69
182ST10 - 182ST011:91
184ST10 -
184ST031:92
182ST10 - 182ST041:93
184ST10 - 184ST061:92
184ST10 -
184ST020:94
BROAV20S - BROAV050:50
W
ALST80
-W
ALST021:89
METAV30
-METAV021:90
BROAV20S - BROAV060:43 CAIAV30 -
CAIAV013:48
MILAV40 - MILAV030:81
COLAV10 - COLAV020:67
METAV30 - METAV010:71TOWAV10 - TOWAV050:95BONAV40 - BONAV010:87CROAV20 - CROAV010:77 AMBAV50 -AMBAV020:65
AVABL110N -AVABL070:92
AVABL120S -AVABL010:58
W
ALST80
-W
ALST010:95
MAIST70N - MAIST070:41
MAIST80S - MAIST070:37
VICST10E - VICST010:69
VICST20W -
VICST090:90
MAIST100S - MAIST010:92
MAIST90N
-MAIST030:82
VICST10E - VICST041:85
VICST20W -
VICST060:93
VICST20W -
VICST040:94
AVABL110N - AVABL060:92
AVABL120S - AVABL020:76
AMBAV50 -AMBAV010:67
ALBBL10 - ALBBL020:54
BILAV20 - BILAV010:78
BROAV30N -BROAV021:49
VICST10E - VICST020:72
VICST20W -
VICST080:87
181ST10 - 181ST010:73
VICST20W -
VICST050:88
VICST10E -
VICST030:80
VICST20W -
VICST071:94
ALBBL10 - ALBBL010:71
AVABL100S -AVABL070:20
AVABL90N - AVABL020:31
VICST10E - VICST070:71
VICST20W -
VICST030:83
AVABL100S - AVABL080:39
ALBBL10 - ALBBL030:75
AVABL90N -AVABL010:73
ALBBL10 - ALBBL040:87
CAIAV30 - CAIAV014:31
24 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

MEAST10 -
MEAST011:93
SAGST10 - SAGST012:88
MEAST10 -
MEAST031:84
LYSDR10 -LYSDR010:72
EXACT10 -EXACT010:69
VICST10E - VICST090:39
VICST20W -
VICST010:53
TAMAV10
-TAMAV011:91
MACCT10 -MACCT010:89
LYSDR20 - LYSDR020:93
CAIAV30 -CAIAV012:60
RAIAV10 - RAIAV030:93
182ST10 - 182ST011:91
184ST10 -
184ST031:92
182ST10 - 182ST041:93
184ST10 - 184ST061:92
VICST10E - VICST041:85
SANAV30 - SANAV011:92
184ST10 -
184ST020:94
RAIAV10 -RAIAV011:92
W
ALST80
-W
ALST021:89
METAV30
-METAV021:90
CAIAV30 -
CAIAV013:48
LYSDR20 -LYSDR010:90
RADST10 -
RADST010:59
SANCT10 - SANCT010:88
TANCT10 -
TANCT010:82
METAV30 - METAV010:71TOWAV10 - TOWAV050:95BONAV40 - BONAV010:87CROAV20 - CROAV010:77 AMBAV50 -AMBAV020:65
AVABL110N -AVABL070:92
AVABL120S -AVABL010:58
W
ALST80
-W
ALST010:95
VICST20W -
VICST040:94
AVABL110N - AVABL060:92
AVABL120S - AVABL020:76
AMBAV50 -AMBAV010:67
RAIAV10 - RAIAV011:92
PENDR10 - PENDR010:74
181ST10 - 181ST010:73
VICST20W -
VICST050:88
VICST10E - VICST080:32
VICST20W -
VICST020:33
AVABL100S - AVABL070:20
AVABL90N -AVABL020:31
AVABL100S -AVABL080:39 AVABL90N - AVABL010:73
ALBBL10 - ALBBL040:87
CAIAV30 - CAIAV014:31
VICST10E - VICST070:71VICST20W - VICST030:83 25
CSUDH, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin,

INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

MEAST10 -
MEAST011:93
SAGST10 - SAGST012:88
MEAST10 -
MEAST031:84
CHAST10 - CHAST010:92
LYSDR10 -LYSDR010:72
EXACT10 -EXACT010:69
TAMAV10
-TAMAV011:91
MACCT10 -MACCT010:89
VICST10E - VICST100:32
RADST30 -
RADST010:90
LYSDR20 - LYSDR020:93
RAIAV10 - RAIAV030:93
CENAV10N - CENAV020:25
AMAAV20S
-AMAAV011:89
SANAV30 - SANAV011:92
RAIAV10 -RAIAV011:92
VICST10E - VICST090:39 VICST20W - VICST010:53
CENAV10N - CENAV010:54
CENAV20S - CENAV040:62
LYSDR20 -LYSDR010:90
RADST10 -
RADST010:59
SANCT10 - SANCT010:88
TANCT10 -
TANCT010:82
RADST20 -
RADST010:74
RAIAV10 - RAIAV011:92
PENDR10 - PENDR010:74
CENAV40S - CENAV020:38
VICST10E - VICST080:32
VICST20W -
VICST020:33VICST10E - VICST070:71
VICST20W -
VICST030:83
CENAV30N - CENAV031:27
CENAV40S - CENAV010:27
26 CSUDH, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin,

VICST10E - VICST120:20
CHAST20 -
CHAST020:76
CHAST20 - CHAST010:81
RADST30 -
RADST010:90
CENAV10N - CENAV020:25
AMAAV20S
-AMAAV011:89
VICST10E - VICST100:32
VICST10E -
VICST110:33
BISAV10 -BISAV020:75
CENAV10N - CENAV010:54
CENAV20S - CENAV040:62
BISAV10 - BISAV010:74
VICST10E - VICST090:39VICST20W - VICST010:53
HARAV30 - HARAV010:75
RADST20 -
RADST010:74
HARAV30 - HARAV020:80
CHAST10 - CHAST010:92
CENAV40S - CENAV020:38
CENAV30N - CENAV031:27
CENAV40S - CENAV010:27
27 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

WILAV80S - WILAV010:38
CHAST20 - CHAST010:81
VICST10E - VICST100:32
VICST10E -
VICST110:33
BISAV10 -BISAV020:75
BISAV10 - BISAV010:74
HARAV30 - HARAV010:75
CHAST20 - CHAST020:76
CHAST10 - CHAST010:92
HARAV30 - HARAV020:80
VICST10E - VICST120:20
28 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

FIGST70 - FIGST010:51
189ST20 -
189ST010:87
CAIAV20 -CAIAV010:70
184ST10 -
184ST010:58
COLAV10 - COLAV010:67
CAIAV10
-
CAIAV010:71189ST10 -
189ST011:87
185ST10 -
185ST010:79
FREST10 -
FREST010:69
189ST20 -
189ST021:87
LIFST10 - LIFST01:83
COLAV10 - COLAV020:67MILAV40 - MILAV030:81
186ST10 -
186ST010:71
FIGST90N -FIGST010:46
FIGST90N - FIGST030:84
MAIST100S - MAIST010:92
MAIST90N -MAIST030:82
FIGST80S - FIGST010:39
FIGST90N - FIGST040:58
FIGST90N -FIGST020:79
BROAV30N - BROAV010:80BROAV40S - BROAV020:36
FIGST80S -FIGST021:60
MILAV40 - MILAV020:79
GRIST10 - GRIST010:67
MAIST100S
-MAIST020:93
MAIST90N - MAIST020:93
GRIST10 - GRIST020:81
MAIST100S
-MAIST030:93
MAIST90N -
MAIST010:87
VICST10E - VICST010:69
VICST20W -
VICST090:90
MILAV40
-MILAV010:72
ANEAV10 - ANEAV010:33
MAIST110N - MAIST020:91
MAIST120S -MAIST010:92
192ST10 - 192ST010:42
BROAV30N - BROAV021:49
BROAV40S - BROAV010:57
29 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

AVABL130N -AVABL040:67
WALST80 -WALST010:95
BILAV10 -BILAV010:78
BONAV40 -BONAV010:87
CROAV20 - CROAV010:77
TOWAV10 -TOWAV050:95
METAV30 - METAV010:71
189ST20 -
189ST010:87
REIAV20 - REIAV010:93
DUNAV10 -DUNAV020:92
CAIAV20 - CAIAV010:70
COLAV10 - COLAV010:67
CAIAV10
-
CAIAV010:71
184ST10 -
184ST010:58
189ST10 -
189ST011:87
GALAV10
-
GALAV070:91
DUNAV10 -DONAV030:89 REIAV20 -REIAV020:93
185ST10 -
185ST010:79
FREST10 -
FREST010:69
184ST10 -
184ST031:92
189ST20 - 189ST051:79
184ST10 -
184ST061:92
186ST10 - 186ST021:84 186ST10 - 186ST051:89
189ST20 - 189ST021:87
TOWAV10 -TOWAV031:95
189ST20 - 189ST081:88
BILAV10 -
BILAV031:82
LIFST10 - LIFST01:83
COLAV10 - COLAV020:67
AVABL110N -
AVABL050:71
AVABL120S -
AVABL030:71
BREDR10 - BREDR011:91
MILAV40 - MILAV030:81
185ST10 - 185ST020:72
CAIAV30
-
CAIAV012:60
186ST10 -
186ST010:71
WALST70 - WALST010:92BONAV30 - BONAV010:72
AVABL110N - AVABL030:52
AMBAV30 - AMBAV010:78
BILAV10 - BILAV020:76
CROAV10 - CROAV010:79TOWAV10 - TOWAV020:95METAV20 - METAV010:76 AVABL110N -AVABL020:66
MAIST100S - MAIST010:92
MAIST90N -MAIST030:82
186ST10 -
186ST080:86
AVABL110N - AVABL040:61
AVABL120S - AVABL040:67
BROAV30N - BROAV010:80BROAV40S - BROAV020:36
AMBAV50 -AMBAV020:65
AVABL110N -
AVABL060:92
AVABL120S -
AVABL020:76VICST10E - VICST010:69
VICST20W -
VICST090:90
GRIST10 - GRIST010:67
MILAV40 - MILAV020:79MAIST100S
-MAIST020:93
MAIST90N - MAIST020:93
AVABL130N -AVABL030:64
GRIST10 - GRIST020:81
MAIST100S
-MAIST030:93
MAIST90N -
MAIST010:87
MILAV40
-MILAV010:72
AVABL140S -AVABL010:52
192ST10 - 192ST020:33
MAIST110N - MAIST020:91
MAIST120S -MAIST010:92
UNIDR10E -
UNIDR010:22
UNIDR20W -
UNIDR091:21
TOWAV10 - TOWAV010:63
LOYAV10 - LOYAV010:87
BROAV30N - BROAV021:49
BROAV40S - BROAV010:57
192ST10 - 192ST010:42
30 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

AVABL130N -AVABL040:67
CANAV10
-
CANAV030:69
WALST80 -WALST010:95
BILAV10 -BILAV010:78
BONAV40 -BONAV010:87
CROAV20 - CROAV010:77
TOWAV10 -TOWAV050:95
METAV30 - METAV010:71
SCOAV20
-
SCOAV030:93
BELAV40
-
BELAV030:93
ENSDR20 -ENSDR030:88
UNIDR10E -
UNIDR060:24
FARDR10
-
FARDR030:88
CANAV10 - CANAV020:86
BELAV40 - BELAV020:91
REIAV20 - REIAV010:93
PEPDR10 - PEPDR011:67
DUNAV10 -DUNAV020:92
HAIDR10
-
HAIDR010:68
GALAV10
-
GALAV070:91
EDDDR20 - EDDDR031:92
DUNAV10 -DONAV030:89
FARDR10
-FARDR020:93
REIAV20 -REIAV020:93
SCOAV20 - SCOAV020:93
LEAAV40
-
LEAAV030:91
LEAAV40
-LEAAV020:93
WADAV30 -WADAV010:93
CAMRD30 - CAMRD020:94GALAV10 - GALAV060:83
CAMRD30 -CAMRD030:92
ENSDR20 - ENSDR020:93
WADAV30 - WADAV020:93
GRAPL10 - GRAPL010:63
184ST10 -
184ST031:92
189ST20 - 189ST051:79
184ST10 -
184ST061:92
186ST10 - 186ST021:84 186ST10 - 186ST051:89
189ST20 - 189ST021:87
TOWAV10 -TOWAV031:95
189ST20 - 189ST081:88
BILAV10 - BILAV031:82
AVABL110N -
AVABL050:71
AVABL120S -
AVABL030:71
184ST10 -
184ST020:94
BREDR10 - BREDR011:91 BREDR10 - BREDR033:92
BREDR10 -
BREDR022:92
185ST10 - 185ST020:72
BREDR10 - BREDR071:93
BREDR10 - BREDR101:92
UNIDR20W -
UNIDR060:24
WALST70 - WALST010:92
HOWAV10 -
HOWAV011:53
BONAV30 - BONAV010:72
AVABL110N -AVABL030:52
AMBAV30 - AMBAV010:78BILAV10 - BILAV020:76 CROAV10 - CROAV010:79TOWAV10 - TOWAV020:95METAV20 - METAV010:76 AVABL110N -AVABL020:66
186ST10 -
186ST080:86
AVABL110N - AVABL040:61
AVABL120S - AVABL040:67
AMBAV50 -AMBAV020:65
AVABL110N -
AVABL060:92
AVABL120S -
AVABL020:76
MORDR10
-
MORDR010:54
AVABL130N -AVABL030:64
UNIDR20W -
UNIDR080:13UNIDR10E - UNIDR021:22 UNIDR20W - UNIDR070:16 LOYAV10 - LOYAV020:71
AVABL140S -AVABL010:52
192ST10 - 192ST020:33
UNIDR10E -
UNIDR010:22 UNIDR20W - UNIDR091:21
TOWAV10 - TOWAV010:63
LOYAV10 - LOYAV010:87
192ST10 - 192ST010:42
31 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

ANNAV20
-ANNAV071:95
GALAV10
-
GALAV070:91
ELSDR40 -
ELSDR031:69
UNIDR10E - UNIDR080:15
UNIDR20W -
UNIDR030:51
CANAV10
-
CANAV030:69
GLEST10 - GLEST010:81
SCOAV20
-
SCOAV030:93
TILAV50
-
TILAV010:82
BELAV40
-
BELAV030:93
ANNAV20 -ANNAV100:93ENSDR20 -ENSDR030:88
COSAV10-
COSAV021:93
FARDR10
-
FARDR030:88
CANAV10 - CANAV020:86
HUGDR20 -HUGDR010:93
COSAV10 -COSAV040:88
BELAV40 - BELAV020:91
PEPDR10 - PEPDR011:67
HAIDR10
-
HAIDR010:68
COLAV30
-
COLAV010:93
ELSDR40 -
ELSDR011:81
EDDDR20 - EDDDR031:92
FARDR10
-FARDR020:93
SCOAV20 - SCOAV020:93
LEAAV40
-
LEAAV030:91
LEAAV40
-LEAAV020:93
TILAV40 -
TILAV010:95
WADAV30 -WADAV010:93
CAMRD30 - CAMRD020:94GALAV10 - GALAV060:83
CAMRD30 -CAMRD030:92
LOYAV10 -
LOYAV010:87
ENSDR20 - ENSDR020:93
WADAV30 - WADAV020:93
PRIAV30
-
PRIAV010:92
GRAPL10 - GRAPL010:63
RADAV50
-
RADAV010:94
UNIDR10E -
UNIDR010:22
ELSDR30 -
ELSDR010:93
BREDR10 - BREDR033:92 BREDR10 - BREDR071:93
BREDR10 - BREDR101:92
MILST10 - MILST011:88
BREDR20 - BREDR011:83
UNIDR10E -
UNIDR050:19
UNIDR20W -
UNIDR060:24
ELSDR30 -
ELSDR020:93
HOWAV10 - HOWAV011:53
BEAPL10 - BEAPL010:83
CENAV50N -CENAV050:57
CENAV60S - CENAV010:65
MORDR10
-
MORDR010:54
BANDR10 -
BANDR010:33
MILST10 -
MILST030:65
UNIDR20W -
UNIDR080:13
UNIDR10E -
UNIDR021:22 UNIDR20W - UNIDR070:16
LOYAV10 -
LOYAV020:71
UNIDR20W -
UNIDR091:21 UNIDR10E - UNIDR060:24 UNIDR20W - UNIDR050:30 ELSDR20 -
ELSDR010:93
CENAV40S - CENAV040:46
BANDR20 -
BANDR010:93
CENAV30N - CENAV031:27
CENAV40S - CENAV020:38
UNIDR10E - UNIDR070:37
UNIDR20W -
UNIDR040:25
CENAV30N -CENAV011:28
CENAV40S - CENAV030:25
32 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

ANNAV20
-ANNAV071:95
UNIDR10E -
UNIDR100:19
UNIDR20W -
UNIDR010:33
GUNAV20 -GUNAV030:94
ANDAV10 -ANDAV020:81
BROAV60 -BROAV020:95
NORAV40 -NORAV010:92 CLIAV20
-
CLIAV010:91
HARAV50
-
HARAV010:30TAJAV20 -TAJAV020:33
GRAAV30
-
GRAAV010:74
MILST20 -
MILST051:55
TILAV50
-
TILAV010:82
TAJAV20 -TAJAV030:33
HILAV30 - HILAV010:81
NORAV40 -NORAV020:93HARAV50 -HARAV020:35
CLIAV20 -CLIAV020:48
BROAV50 -
BROAV010:93
ANDAV10 -
ANDAV010:93
ANNAV20 -ANNAV100:93
GUNAV20
-
GUNAV040:89
COSAV10-
COSAV021:93
CANAV10 -CANAV020:86 HUGDR20 - HUGDR010:93
CHAST20 - CHAST010:81
COSAV10 -COSAV040:88
GLEST10 - GLEST020:85
COLAV30
-
COLAV010:93
ELSDR40 -
ELSDR011:81
NESAV20 -NESAV021:95
GRAAV30
-
GRAAV020:85
TILAV40 -
TILAV010:95 PRIAV30
-
PRIAV010:92
RADAV50 -RADAV010:94
NESAV20 - NESAV021:95
MILST20 - MILST011:51
ELSDR30 -
ELSDR010:93
ELSDR40 -
ELSDR031:69
MILST20 - MILST031:58
MILST20 -
MILST072:74
ELSDR40 -
ELSDR050:91MIDAV40 -MIDAV010:85
MILST10 - MILST011:88
BREDR20 - BREDR011:83
ELSDR30 -
ELSDR020:93
CENAV50N -CENAV050:57
CENAV60S - CENAV010:65
BISAV10 -BISAV010:74
BANDR10 -
BANDR010:33
GLEST10 -
GLEST040E:84
GLEST10 - GLEST010:81
MILST10 -
MILST030:65
UNIDR10E - UNIDR080:15
UNIDR20W -
UNIDR030:51
UNIDR10E - UNIDR060:24 UNIDR20W - UNIDR050:30
BEAPL10 - BEAPL010:83
BISAV10 - BISAV020:75
ELSDR20 -
ELSDR010:93
HARAV30 - HARAV020:80
UNIDR10E - UNIDR090:20UNIDR20W - UNIDR020:49
GLEST10 - GLEST030:75
CENAV40S - CENAV040:46
BANDR20 -
BANDR010:93
CENAV30N - CENAV031:27
CENAV40S - CENAV020:38
UNIDR10E - UNIDR070:37
UNIDR20W -
UNIDR040:25
CENAV30N - CENAV011:28
CENAV40S - CENAV030:25
33 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

WILAV80S - WILAV010:38
UNIDR10E - UNIDR080:15
ELSDR40 -
ELSDR031:69
KEMAV30 -KEMAV011:95
WILAV100S - WILAV011:46
GUNAV20 -GUNAV030:94
ANDAV10
-
ANDAV020:81BROAV60 -BROAV020:95
NORAV40 -NORAV010:92 CLIAV20
-
CLIAV010:91
HARAV50
-
HARAV010:30TAJAV20 -TAJAV020:33
GRAAV30
-
GRAAV010:74
MILST20 -
MILST051:55
TAJAV20 -TAJAV030:33
HILAV30 - HILAV010:81
NORAV40 -NORAV020:93HARAV50 -HARAV020:35
CLIAV20 -CLIAV020:48
BROAV50 -
BROAV010:93
ANDAV10 -
ANDAV010:93
KEMAV30 -KEMAV030:92
GUNAV20
-
GUNAV040:89
CHAST20 - CHAST010:81
GLEST10 - GLEST020:85
NESAV20 -NESAV021:95
GRAAV30
-
GRAAV020:85
RADAV50
-
RADAV010:94
NESAV20 -NESAV021:95
MILST20 - MILST011:51 MILST20 - MILST031:58
MILST20 -
MILST072:74
MILST20 -
MILST072:74
ELSDR40 -
ELSDR050:91
BISAV10 -BISAV010:74
CASST30 - CASST011:83
GLEST10 - GLEST010:81
BEAPL10-BEAPL010:83
GLEST10 - GLEST040E:84
BISAV10 - BISAV020:75
HARAV30 - HARAV020:80
UNIDR10E - UNIDR100:19UNIDR20W -
UNIDR010:33
UNIDR10E - UNIDR090:20UNIDR20W - UNIDR020:49
GLEST10 - GLEST030:75
WILAV80S - WILAV020:57
34 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

FRAST20 - FRAST010:52
MAIST20S - MAIST010:74
FIGST80S
-FIGST021:60
BROAV30N
-BROAV010:80
BROAV40S -BROAV020:36
ANEAV10 -ANEAV010:33
MONAV10 -MONAV010:38
FIGST10N - FIGST120:33
FIGST20S -FIGST020:22
MAIST110N - MAIST010:86
MAIST120S-
MAIST020:83
MAIST110N - MAIST020:91
MAIST10N -MAIST030:94
MAIST20S -MAIST020:93
FIGST20S - FIGST010:19
FIGST10N - FIGST130:32
35 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

GALAV10-GALAV010:38
TURST10 - TURST081:93
FARDR10 - FARDR010:91
WADAV20 - WADAV010:56
ENSDR10
-ENSDR010:94
ENSDR20 - ENSDR020:93
ENSDR20 - ENSDR010:92
BELAV40 - BELAV010:91
WADAV10-W
ADAV011:77
EDDDR20 - EDDDR020:91
QUIST10 -QUIST010:21
GALAV10 - GALAV060:83
GALAV10 - GALAV030:82
BELAV30
-BELAV010:94
REIAV10 - REIAV010:95
CAMRD30 - CAMRD020:94EDDDR20 - EDDDR031:92
CAMRD20
-CAMRD010:94
HELST20 - HELST010:94
TURST10 -
TURST010:85
TURST10 -
TURST131:92
REIAV20 - REIAV010:93
GLAST10 - GLAST031:94
CAMRD20 -
CAMRD020:94
ELSDR10 - ELSDR041:93
DUNAV10
-DUNAV020:92
HELST20 -
HELST030:91
BREDR10 - BREDR011:91 BREDR10 - BREDR033:92
BREDR10 -
BREDR022:92
ELSDR10 - ELSDR101:91
ELSDR10 - ELSDR071:80
CANAV10 - CANAV020:86BREDR10 - BREDR071:93
EDDDR10
-
EDDDR020:37
LEAAV40 -LEAAV010:84
ELSDR10 - ELSDR011:93
GALAV10 -GALAV080:94
DUNAV10 - DUNAV010:83
TURST10 - TURST111:93
TURST10 - TURST051:93
TURST10 - TURST021:92
LEAAV40 - LEAAV020:93
CAMRD30 - CAMRD010:88
FERST10 -
FERST011:66
AVABL130N -
AVABL010:33
WADAV30 - WADAV010:93
GALAV10
-
GALAV041:95
ALODR10 - ALODR010:66
LEAAV30 - LEAAV011:86
BELAV40
-BELAV020:91
SCOAV20 - SCOAV020:93
FARDR10
-FARDR020:93
EDDDR20 -EDDDR010:85
GALAV10 -GALAV020:48
SCOAV20
-SCOAV010:41
HOLDR10 -
HOLDR011:95
HELST10 -
HELST011:88
DIMDR10 -
DIMDR010:43
ELSDR10 - ELSDR060:92
GLAST10 - GLAST011:84
192ST10 - 192ST020:33
AVABL130N - AVABL030:64
AVABL140S -AVABL020:64
192ST10 - 192ST010:42
AVABL130N - AVABL020:39
AVABL140S -AVABL030:75
36 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

GLAST20 -
GLAST020:65
COSAV10 -COSAV040:88
GALAV10-GALAV010:38
KRADR20 - KRADR010:95
FERST20 -
FERST020:63
TURST10 - TURST081:93
FARDR10 - FARDR010:91
WADAV20 - WADAV010:56
ENSDR10
-ENSDR010:94
ENSDR20 - ENSDR020:93
ENSDR20 - ENSDR010:92
HELST30 - HELST010:81
BELAV40 - BELAV010:91
HUGDR20 - HUGDR010:93
WADAV10-W
ADAV011:77 RADAV30 - RADAV011:69
TURST10 - TURST171:37
HELST30 -
HELST030:75
EDDDR20 - EDDDR020:91
COSAV10-
COSAV021:93
QUIST10 -
QUIST010:21
COLAV30 -
COLAV010:93
ELSDR40 -
ELSDR011:81
TURST20 -
TURST140:63
REIAV10 -REIAV010:95
GALAV10 - GALAV060:83
GALAV10 - GALAV030:82 TILAV30 -TILAV010:93
BELAV30
-BELAV010:94
CAMRD30 - CAMRD020:94
CENAV50N - CENAV010:62
ELSDR10 -
ELSDR011:93
EDDDR20 - EDDDR031:92
RADAV50 - RADAV010:94
ANNAV20 - ANNAV071:95
CAMRD20
-CAMRD010:94
PRIAV30
-
PRIAV010:92
SCOAV10 - SCOAV010:50
SULCR10 -
SULCR010:77
MCKCR10 -
MCKCR010:85
BANDR20
-
BANDR010:93
FERST10 - FERST011:66
CAMRD20 -
CAMRD020:94
ELSDR10 -
ELSDR041:93
HELST20 -
HELST030:91
TURST20 - TURST121:81
GLAST10 -
GLAST050:91
FERST10 -
FERST030:93
TILAV20 - TILAV020:94
FERST20 -
FERST010:67
BREDR10 - BREDR033:92
AMAAV40 -AMAAV011:95
BREDR10 -
BREDR022:92
ELSDR10 - ELSDR101:91
PRIAV20
-PRIAV010:80
ANNAV20 - ANNAV020:95
AMAAV50
-
AMAAV010:59
ELSDR10 - ELSDR071:80
DIMDR20 - DIMDR031:71
CANAV10 - CANAV020:86
MIDAV40 -MIDAV010:85
BREDR10 - BREDR071:93
HELST30 -
HELST040:93
CENAV50N -CENAV050:57
TURST10 - TURST131:92
EDDDR10
-
EDDDR020:37
LEAAV40 -LEAAV010:84
MIDAV20 -MIDAV010:74
GALAV10 -GALAV080:94
PRIAV10 - PRIAV010:65
TURST10 - TURST111:93
TURST10 - TURST051:93
TURST10 - TURST021:92
ANNAV20 - ANNAV060:94
MIDAV10 - MIDAV010:74
LEAAV40 - LEAAV020:93
CAMRD30 - CAMRD010:88
ELSDR30 -
ELSDR020:93
CENAV50N -CENAV020:51CENAV60S - CENAV040:52
WADAV30 - WADAV010:93
GALAV10
-
GALAV041:95
ELSDR30 -
ELSDR010:93TILAV40 - TILAV010:95
ALODR10 - ALODR010:66
LEAAV30 - LEAAV011:86
BELAV40
-BELAV020:91
SCOAV20 - SCOAV020:93
CANAV10
-CANAV010:59
HUGDR10 - HUGDR010:92
FARDR10
-FARDR020:93
GLAST20 -
GLAST010:87
WEIAV40 - WEIAV010:86
EDDDR20 -EDDDR010:85
GALAV10 -GALAV020:48
HOLDR10 -
HOLDR011:95
CENAV50N - CENAV040:72CENAV60S
-CENAV020:48
SCOAV20
-SCOAV010:41
CENAV50N - CENAV030:36
CENAV60S
-
CENAV030:46
ANNAV20 -ANNAV031:93HELST20 - HELST010:94
MIDAV30 -MIDAV010:93
RADAV40 - RADAV010:91
HELST10 -
HELST011:88
DIMDR20 -
DIMDR020:90
MILST10 -
MILST030:65
DIMDR10 -
DIMDR010:43
ELSDR10 - ELSDR060:92
AMAAV40 -AMAAV030:86
DIMDR30 - DIMDR010:94
GLAST10 - GLAST060:88
GLAST10 - GLAST031:94
ELSDR20 -
ELSDR010:93
GLAST10 - GLAST011:84
TURST10 - TURST160:32
COSAV10 - COSAV010:90
KRADR10 - KRADR010:83
37 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

FERST30 - FERST010:89
HELST40 - HELST010:92
HILAV30 -HILAV010:81
COSAV10 -COSAV040:88
BROAD60 -
BROAD060:56
TURST10 - TURST282:93
CLIAV10 -
CLIAV010:75
MILST20 -
MILST051:55
NORAV20 - NORAV010:79
TAJAV10 - TAJAV020:93
HARAV40 - HARAV011:95
NESAV10 - NESAV010:87
HELST30 - HELST010:81
KRADR30 -
KRADR031:93
FERST10 -
FERST011:66
CLIAV20 - CLIAV020:48HUGDR20 - HUGDR010:93
RADAV30 - RADAV011:69
TURST10 - TURST171:37
HELST30 -
HELST030:75
MILST20 -
MILST072:74
TAJAV20 -TAJAV030:33
COSAV10-
COSAV021:93
ABBST30 -
ABBST010:87
COLAV30 -
COLAV010:93
ELSDR40 -
ELSDR011:81
TURST20 -
TURST140:63
HILAV10 - HILAV010:67
HILAV20 - HILAV010:95
TILAV30 -TILAV010:93
CENAV50N - CENAV010:62
GLAST20 -
GLAST030:60
ABBST10 - ABBST011:62
RADAV50 -RADAV010:94
ANNAV20 - ANNAV071:95
FERST30 -
FERNST030:90
PRIAV30
-
PRIAV010:92
SCOAV10 - SCOAV010:50
FERST20 - FERST020:63
SULCR10 -
SULCR010:77
MCKCR10 -
MCKCR010:85
KRADR20 - KRADR010:95
BANDR20
-
BANDR010:93
HELST40 -
HELST030:93
GLAST20 - GLAST040:93
NESAV20 - NESAV021:95
HELST30 - HELST050:83
TAJAV20 - TAJAV020:33
TURST20 - TURST101:57
MILST20 -
MILST011:51
FERST30 -
FERNST020:93
TURST20 - TURST071:92TURST20 - TURST121:81
GLAST10 -
GLAST050:91
ELSDR40 -
ELSDR031:69
CANAV10 - CANAV020:86 MILST20 - MILST031:58
FERST10 -
FERST030:93
KRADR30 - KRADR011:95
HARAV50 - HARAV010:30
TILAV20 - TILAV020:94
MILST20 -
MILST072:74
FERST20 -
FERST010:67
AMAAV40 -AMAAV011:95
TAJAV10 -TAJAV030:93
ELSDR40 -
ELSDR050:91
PRIAV20
-PRIAV010:80
EDODR10 -
EDODR031:92
TURST10 -
TURST250:93
ANNAV20 - ANNAV020:95
AMAAV50
-
AMAAV010:59
DIMDR20 - DIMDR031:71
HARAV40
-HARAV041:89
MIDAV40 -MIDAV010:85
DIMDR30 -
DIMDR021:73
HELST30 -
HELST040:93
NORAV40 - NORAV010:92
ALVAV20 -
ALVAV010:60
NORAV30 -
NORAV010:80
CENAV50N -CENAV050:57
TURST10 - TURST131:92
FERST20 -
FERST030:80
CLIAV20 - CLIAV010:91
MIDAV20 -MIDAV010:74
CAMAV20 - CAMAV010:93
PRIAV10 - PRIAV010:65
EARAV30 -EARAV010:91
ANNAV20 - ANNAV060:94
BROAV60 - BROAV020:95
GRAAV30
-GRAAV010:74
MIDAV10 - MIDAV010:74
ELSDR30 -
ELSDR020:93
CENAV50N -CENAV020:51CENAV60S - CENAV040:52
TAJAV20 -TAJAV010:70
GLAST20 - GLAST020:65
ALVAV20
-ALVAV020:72
ELSDR30 -
ELSDR010:93
ANDAV10
-ANDAV020:81
TILAV40 - TILAV010:95
GUNAV20 - GUNAV030:94
ABBST20 - ABBST020:92
CANAV10
-CANAV010:59
DIMDR20 -
DIMDR010:56
HUGDR10 - HUGDR010:92
GLAST20 -
GLAST010:87
WEIAV40 - WEIAV010:86
EARAV20 -EARAV010:95
CENAV50N - CENAV040:72CENAV60S
-CENAV020:48
CENAV50N - CENAV030:36
CENAV60S
-
CENAV030:46
ANNAV20 -ANNAV031:93
MIDAV30 -MIDAV010:93
GLAST10 -
GLAST031:94
RADAV40 -RADAV010:91
NESAV20 - NESAV010:93
HELST20 -
HELST010:94
DIMDR20 -
DIMDR020:90
MILST10 -
MILST030:65
AMAAV40 -AMAAV030:86
BROAV60 - BROAV010:95
DIMDR30 - DIMDR010:94
GUNAV20 - GUNAV011:88
DIMDR30 - DIMDR020:75
HELST40 -
HELST020:94
GLAST10 - GLAST060:88
ELSDR20 -
ELSDR010:93
TURST10 - TURST160:32
COSAV10 - COSAV010:90
GLAST20 - GLAST050:95
KRADR10 - KRADR010:83
TURST10 - TURST300:92
38 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

FERST30 - FERST010:89
HELST40 - HELST010:92
HELST40 - HELST030:93
HILAV30 -HILAV010:81
HELST30 - HELST050:83
ELSDR40 -
ELSDR031:69
GLAST20 - GLAST020:65
CYRST20 -
CYRST081:93
KEMAV10 -
KEMAV010:95
BROAD60 -
BROAD060:56
TURST10 - TURST282:93
CLIAV10 -
CLIAV010:75
MILST20 -
MILST051:55
NORAV20 - NORAV010:79
TAJAV10 - TAJAV020:93
GUNAV10
-GUNAV011:92
HARAV40 - HARAV011:95
NESAV10 - NESAV010:87
CLIAV20 - CLIAV020:48
DIMDR40 -
DIMDR021:81
TAJAV20 -TAJAV030:33
HELST40 -
HELST041:94
HILAV10 - HILAV010:67
HILAV20 - HILAV010:95
RADAV30 - RADAV011:69
GLAST20 -
GLAST030:60
ABBST10 - ABBST011:62
RADAV50 -RADAV010:94
KRADR30 - KRADR031:93
KRADR20 -
KRADR010:95
GLAST20 - GLAST040:93
NESAV20 - NESAV021:95
TAJAV20 - TAJAV020:33
TURST20 - TURST101:57
MILST20 -
MILST011:51
FERST30 -
FERNST020:93
TURST20 - TURST071:92
MILST20 - MILST031:58
KRADR30 - KRADR011:95
HARAV50 - HARAV010:30
MILST20 - MILST072:74
MILST20 -
MILST072:74
TURST10 -
TURST320:95
TURST20 -
TURST030:94
TAJAV10 -TAJAV030:93
ELSDR40 -
ELSDR050:91
EDODR10 -
EDODR031:92
TURST10 -
TURST250:93
CASST30 - CASST011:83
HARAV40
-HARAV041:89
DIMDR30 -
DIMDR021:73
NORAV40 - NORAV010:92
ALVAV20 -
ALVAV010:60
NORAV30 -
NORAV010:80 DALAV20
-DALAV011:87
CRAAV10 -CRAAV010:81
FERST20 -
FERST030:80
CLIAV20 - CLIAV010:91
CRAAV10 -CRAAV030:84CRAAV10 -CRAAV020:84
CAMAV20 - CAMAV010:93
DALAV20
-DALAV031:92
EARAV30 -EARAV010:91
CAMAV30 -CAMAV010:94
BROAV60 - BROAV020:95
JOPAV10 -JOPAV010:85
GRAAV30
-GRAAV010:74
TAJAV20 -TAJAV010:70
GLAST20 -
GLAST070:89
ALVAV20
-ALVAV020:72
ANDAV10
-ANDAV020:81 GUNAV20 - GUNAV030:94
DIMDR40 -
DIMDR010:91
ABBST20 - ABBST020:92
DIMDR20 -
DIMDR010:56
KAMST10 -
KAMST010:92
EARAV20 -EARAV010:95
KEMAV30
-KEMAV011:95
TURST10 -
TURST330:92
RADAV40 -RADAV010:91
NESAV20 - NESAV010:93
BROAV60 - BROAV010:95
GUNAV20 -GUNAV011:88
DIMDR30 - DIMDR020:75
HELST40 -
HELST020:94
GLAST20 -
GLAST060:95GLAST20 - GLAST050:95
CALST30 - CALST010:94
TURST10 - TURST300:92
FERST20 - FERST020:63
ABBST30 - ABBST010:87
FERST30 - FERNST030:90
WILAV100S - WILAV041:58
WILAV100S - WILAV011:46
39 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

TORBL10 - TORBL020:43
DELBL30 - DELBL010:27
TORBL10 - TORBL010:40
FIGST10N
-FIGST110:42
FIGST20S -FIGST030:27
FIGST10N -FIGST090:18
FIGST10N -FIGST100:37
FIGST20S - FIGST040:29
FIGST10N - FIGST120:33
FIGST20S -FIGST020:22
40 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

MAIST10N -MAIST050:83
TORBL10 -
TORBL055:75
SHEAV30 -SHEAV011:70
TORBL10 - TORBL031:46TORBL10 - TORBL020:43TORBL10 - TORBL010:40 FIGST10N
-FIGST110:42
FIGST20S -FIGST030:27
DELBL30 - DELBL030:29
JAMAV10
-
JAMAV040:82
FIGST10N -
FIGST090:18
DELBL30 - DELBL010:27
MARGST10 -MARST040:22 JAMAV10 -JAMAV030:79
GENST10 -
GENST010:46
MAIST10N - MAIST040:93
MAIST20S - MAIST030:91
FIGST10N -FIGST100:37
FIGST20S - FIGST040:29
DELBL30 -
DELBL020:23
FIGST10N - FIGST120:33
FIGST20S -FIGST020:22
MAIST10N - MAIST030:94
MAIST20S -MAIST020:93
41 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

MAIST10N -MAIST050:83
TORBL10 -
TORBL020:43
AVABL10 -AVABL050:67
AVABL20
-
AVABL020:94
TORBL10 -
TORBL055:75
SHEAV30 -SHEAV011:70
AVABL130N -
AVABL020:39
CARDR20 -CARDR020:31
TORBL10 - TORBL031:46
TURST10 -
TURST021:92
DELBL30 -
DELBL010:27 DELBL30 - DELBL030:29
JAMAV10
-
JAMAV040:82
DELBL40 -
DELBL010:37
AVABL130N -AVABL010:33
AVABL20 -AVABL010:57
AVABL10 -
AVABL040:94
AVABL20 -AVABL030:86
MARGST10 -MARST040:22 JAMAV10 -JAMAV030:79
DELBL20W -
DELBL140:79
GENST10 -
GENST010:46
MAIST10N - MAIST040:93
MAIST20S - MAIST030:91
CARCT10 -
CARCT010:35
DELBL10E - DELBL060:47
CARDR20 - CARDR010:22
DELBL40 - DELBL020:37
DELBL30 - DELBL020:23
MAIST10N - MAIST030:94
MAIST20S -MAIST020:93
42 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

DOMST30-
DOMST010:95 BELAV10 - BELAV010:22
AVABL10
-
AVABL050:67
AVABL20
-
AVABL020:94
EDDDR10
-
EDDDR020:37
BELAV10 - BELAV031:29
CAMRD20 - CAMRD010:94
AVABL20-
AVABL030:86
BELAV30 - BELAV010:94ENSDR10 - ENSDR010:94
DENDR10 -
DENDR071:95
AVABL130N -
AVABL020:39
DELBL30 -
DELBL030:29
W
ADAV10
-W
ADAV011:77
CARDR20 -CARDR020:31
DENDR10 -
DENDR051:95
LEAAV10 - LEAAV026:47
DENDR10 - DENDR031:88
BURST10 -
BURST010:24
LEAAV10 - LEAAV010:74
TURST10 -
TURST021:92
AVABL10 -AVABL020:90
GALAV10-GALAV010:38
DENDR10 - DENDR011:81DELBL40 -
DELBL010:37
AVABL130N -AVABL010:33
AVABL140S -AVABL040:49
AVABL20 -AVABL010:57
BELAV10 -BELAV020:23
CYRST10 -
CYRST010:37
AVABL10-AVABL040:94
HELST10 -
HELST011:88
LEAAV10 - LEAAV021:93
CAMRD10 - CAMRD010:93
DIMDR10 -
DIMDR010:43
EDDDR10 -EDDDR010:31
CARCT10 -
CARCT010:35
DELBL10E - DELBL060:47
DELBL10E - DELBL090:85
AVABL20
-
AVABL040:91
DELBL10E - DELBL080:73
CARDR20 - CARDR010:22
DOVPL10 - DOVPL010:92
AVABL10
-
AVABL030:94
BEDST10 -BEDST010:46
DELBL40 - DELBL020:37
DELBL20W -
DELBL121:86
DELBL20W - DELBL140:79
DELBL10E - DELBL070:67
43 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

DOMST30-
DOMST010:95
ANNAV10 - ANNAV010:29
BELAV10 - BELAV010:22
AMAAV40 -
AMAAV011:95
EDDDR10
-
EDDDR020:37
BELAV10 - BELAV031:29
SCOAV10 - SCOAV010:50
ANNAV20 -ANNAV020:95
CAMRD20 - CAMRD010:94
AVABL20-
AVABL030:86
BELAV30 - BELAV010:94
DELBL10E - DELBL090:85
MIDAV10 -MIDAV010:74
ENSDR10 - ENSDR010:94
RADAV30
-RADAV011:69
BURST10 -
BURST020:22
TILAV20
-TILAV020:94
AMAAV30 - AMAAV010:94
DELBL10E - DELBL100:84
W
ADAV10
-W
ADAV011:77
CENAV50N - CENAV020:51
MCKCR10 -
MCKCR010:85
DENDR10 - DENDR051:95
LEAAV10 - LEAAV026:47
DENDR30 -
DENDR031:95
TILAV20 -TILAV010:83DENDR10 - DENDR031:88 DENDR10 - DENDR071:95 DENDR30 - DENDR011:95
ANNAV20 - ANNAV010:95
DIMDR20 -
DIMDR031:71
DENDR20 -
DENDR010:86
KAICR10 -KAICR010:32
LEAAV10 - LEAAV010:74
AVABL10 -AVABL020:90
GALAV10-GALAV010:38
DENDR10 - DENDR011:81
CARCR10 -
CARCR010:79
GOMCR10
-
GOMCR010:57
BELAV10 -BELAV020:23
CYRST10 -
CYRST010:37
HELST10 -
HELST011:88
LEAAV10 - LEAAV021:93
CAMRD10 - CAMRD010:93
CENAV50N - CENAV010:62CENAV60S
-
CENAV050:43
DIMDR20 -
DIMDR020:90
DIMDR10 -
DIMDR010:43
EDDDR10 -EDDDR010:31
DIMDR30 -
DIMDR010:94
BURST10 - BURST010:24
TILAV10 - TILAV010:86
AVABL20
-
AVABL040:91
DELBL10E - DELBL080:73
DOVPL10 - DOVPL010:92
AVABL10
-
AVABL030:94
DELBL10E -
DELBL110:93 DELBL20W - DELBL100:89
BEDST10 -BEDST010:46
DELBL20W - DELBL110:77
DELBL10E - DELBL070:67 DELBL20W - DELBL140:79
DELBL20W -
DELBL121:86
44 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

ANNAV10 - ANNAV010:29
AMAAV40 -
AMAAV011:95
NESAV10
-NESAV010:87
BROAV60 -
BROAV060:0
HILAV10 - HILAV010:67
CLIAV10 -
CLIAV010:75NORAV20 - NORAV010:79
CAMAV20 -CAMAV010:93
SCOAV10 - SCOAV010:50
ANNAV20 -ANNAV020:95
DENDR10 -
DENDR071:95
CYRST20 -
CYRST061:85
ALVAV20 - ALVAV020:72EARAV20 - EARAV010:95MIDAV10 -MIDAV010:74 RADAV30
-RADAV011:69
BURST10 -
BURST020:22
TILAV20
-TILAV020:94
AMAAV30 - AMAAV010:94
DELBL10E - DELBL100:84
CENAV50N - CENAV020:51
MCKCR10 -
MCKCR010:85
DENDR40 -
DENDR010:95
DENDR30 -
DENDR031:95
TILAV20 -TILAV010:83 DENDR30 -
DENDR011:95
TAJAV10 - TAJAV020:93
CYRST20 - CYRST011:56 EARAV10 -EARAV010:89
HARAV40
-HARAV011:95
ANNAV20 - ANNAV010:95
CYRST20 -
CYRST040:90
DIMDR20 -
DIMDR031:71
DIMDR30 - DIMDR021:73
DENDR20 -
DENDR010:86
CYRST20 -
CYRST081:93
KAICR10 -KAICR010:32
CYRST20 - CYRST050:84
CARCR10 -
CARCR010:79
DIMDR20 -
DIMDR010:56
GOMCR10
-
GOMCR010:57
DELBL20W -
DELBL080:86
CENAV50N - CENAV010:62CENAV60S
-
CENAV050:43
TAJAV10
-TAJAV010:94
ALVAV10 -ALVAV010:91
BURST10 -
BURST010:24
DELBL20W -
DELBL121:86
DIMDR20 -
DIMDR020:90
DIMDR30 -
DIMDR010:94 DIMDR30 - DIMDR020:75
TILAV10 - TILAV010:86
DELBL10E -
DELBL110:93 DELBL20W - DELBL100:89DELBL20W - DELBL110:77 DELBL10E - DELBL120:93DELBL20W - DELBL090:93 45 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

DALAV20 -DALAV011:87
KEMAV10 -KEMAV010:95
NESAV10
-NESAV010:87
BROAV60 -
BROAV060:0
HILAV10 - HILAV010:67
CLIAV10 -
CLIAV010:75
DALAV10 -
DALAV010:95
NORAV20 - NORAV010:79
CAMAV20 -CAMAV010:93
CYRST20 -
CYRST061:85
ALVAV20 - ALVAV020:72EARAV20 - EARAV010:95 DIMDR40 -
DIMDR021:81
TAJAV10 - TAJAV020:93
CYRST20 - CYRST011:56 EARAV10 -EARAV010:89
HARAV40
-HARAV011:95
GUNAV10 - GUNAV011:92CYRST20 -
CYRST040:90
DIMDR30 - DIMDR021:73
CAMAV10
-
CAMAV010:92
RADAV30
-RADAV011:69
WILAV10S - WILAV010:84
DIMDR40 -
DIMDR010:91
CYRST20 - CYRST050:84
WILAV100S - WILAV041:58
DIMDR20 -
DIMDR010:56
DELBL50 -
DELBL050:74 DELBL50 -
DELBL040:61
TAJAV10
-TAJAV010:94
ALVAV10 -ALVAV010:91
DIMDR30 - DIMDR020:75
W
ILAV100S
-
W
ILAV070:78
DELBL10E -
DELBL110:93 DELBL20W - DELBL100:89
CYRST20 - CYRST081:93
DELBL50 - DELBL030:56
DENDR40 - DENDR010:95
DELBL10E -
DELBL130:86 DELBL20W - DELBL080:86DELBL10E - DELBL120:93DELBL20W - DELBL090:93 46 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

DALAV20 -DALAV011:87
KEMAV10 -KEMAV010:95
DALAV10 -
DALAV010:95
CYRST20 - CYRST081:93
DELBL70 -
DELBL070:93
DIMDR40 -
DIMDR021:81
GUNAV10 - GUNAV011:92
FORAV10 - FORAV010:26WILAV10S - WILAV010:84
DIMDR40 -
DIMDR010:91
WILAV100S - WILAV041:58
DELBL50 -
DELBL050:74
ALAST20N - ALAST130:25
DELBL60 - DELBL050:37
ALAST10
-ALAST010:68
ALAST20N - ALAST140:54
W
ILAV100S
-
W
ILAV070:78
ELPST10 - ELPST010:21
DELBL60 - DELBL060:44DELBL50 - DELBL040:61
REEAV10 - REEAV010:18
DELBL70 - DELBL060:77DELBL50 - DELBL030:56
DENDR40 - DENDR010:95
DELBL10E -
DELBL130:86 DELBL20W - DELBL080:86
47 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

DELBL90 -
DELBL120:23
DELBL70 -
DELBL070:93
SANAV20S -
SANAV030:44
FORAV10 - FORAV010:26
208ST10 -
208ST010:24
SANAV20S
-SANAV010:67
ALAST20N - ALAST130:25
DELBL60 - DELBL050:37DELBL50 - DELBL040:61
ALAST10
-ALAST010:68
ALAST20N - ALAST140:54
DELBL60 - DELBL060:44
ELPST10 - ELPST020:22
DELBL80 - DELBL080:37 DELBL80 - DELBL090:21
REEAV10 - REEAV010:18
DELBL70 - DELBL060:77
SANAV20S - SANAV020:47
DELBL80 - DELBL100:11
ELPST10 - ELPST010:21
48 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

SANAV20S -SANAV030:44
SUSRD10 -
SUSRD010:32
SANAV20S
-SANAV010:67
DELBL90 -
DELBL130:34
208ST10 - 208ST010:24
DELBL90 - DELBL120:23DELBL80 - DELBL080:37 DELBL80 - DELBL090:21 ELPST10 - ELPST020:22
DELBL90 - DELBL110:25
SANAV20S - SANAV020:47
DELBL80 - DELBL100:11
ELPST10 - ELPST010:21
49 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

ELPST10 -
ELPST020:22
208ST10 -
208ST010:24
SUSRD10 -
SUSRD010:32
DELBL90 -
DELBL130:34DELBL90 - DELBL120:23 DELBL90 - DELBL110:25
50 City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin,

TORBL10 - TORBL020:43
NICAV70 -NICAV010:29
214ST50 -
214ST041:93
213TH90 -
213TH090:44
FIGST10N -
FIGST100:37
MONAV20 - MONAV011:86
MONAV20 - MONAV030:56NICAV50 - NICAV021:92
CARAV20 - CARAV010:48ARCAV10 - ARCAV010:91
CLADR60 -
CLADR020:50214ST50 -
214ST010:94
TORBL10 - TORBL010:40
CLADR60 - CLADR010:26
214ST50 - 214ST021:85
FIGST10N -FIGST061:79
FIGST20S - FIGST072:43
LYNAV10 - LYNAV011:94
212ST10 - 212ST010:89
213ST20 - 213ST010:84
FIGST10N - FIGST080:25
FIGST20S - FIGST060:17
FIGST10N
-
FIGST090:18
FIGST20S -FIGST050:17
51 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

MAIST10N - MAIST050:83
DOLST10 - DOLST030:94
BOLST10 -BOLST041:93
BOLST10 -BOLST011:95
KINAV60 -KINAV010:26NICAV70 -NICAV010:29
214ST50 -
214ST041:93
MARGST10 - MARST011:94
CLADR60 - CLADR031:41
JAMAV10
-
JAMAV010:85
SHEAV30 - SHEAV011:70
FOXAV10 -FOXAV010:58
213ST30 - 213ST011:90
FIGST10N -
FIGST100:37
MONAV20 - MONAV011:86
214ST50 - 214ST061:95
MONAV20 - MONAV030:56NICAV50 - NICAV021:92
MAIST10N
-
MAIST081:92
MAIST20S -MAIST060:94
211ST10 -
211ST011:86
CARAV20 - CARAV010:48
BRADR20 -
BRADR010:42
ARCAV10 - ARCAV010:91
DOLST10 - DOLST020:94
211ST10 -
211ST030:59
JAVST10 - JAVST020:61
212ST20 - 212ST020:53
CLADR80 -
CLADR010:55
TORBL10 -
TORBL055:75
ORRAV10 - ORRAV010:27
CLADR60 -
CLADR020:50
DOLST10 - DOLST050:92
213ST30 - 213ST041:94
214ST50 -
214ST010:94
TORBL10 - TORBL020:43
DOMST40 -
DOMST040:79
TORBL10 - TORBL010:40
CLADR60 - CLADR010:26
214ST50 - 214ST021:85
SHEAV20
-SHEAV010:38
213TH90 -
213TH090:44
TORBL10 - TORBL031:46
DOMST40 -
DOMST030:93 DOMST40 - DOMST050:66
RONAV10 -RONAV010:30
FOXAV20 -FOXAV010:93
CLADR70 -
CLADR010:45
FIGST10N -FIGST061:79
FIGST20S - FIGST072:43
DOLST10 -DOLST040:93
LYNAV10 - LYNAV011:94
212ST10 - 212ST010:89
DOLST10 -DOLST010:94
DOMST40 -
DOMST010:91
ALLEY10 -ALLEY010:41
213TH90 -
213TH100:45
214ST60 -
214ST010:70
MAIST10N
-MAIST061:91
MAIST20S
-
MAIST050:93
212ST20 -
212ST010:95
213ST20 - 213ST010:84
MARGST10 - MARST040:22
JAMAV10 - JAMAV030:79
MAIST20S -MAIST040:90
FIGST10N - FIGST080:25
FIGST20S - FIGST060:17
JAVST10 - JAVST010:94
FIGST10N
-
FIGST090:18
FIGST20S -FIGST050:17
214ST50 - 214ST080:94
52 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

MAIST10N - MAIST050:83
TORBL10 -
TORBL020:43
BOLST10 -BOLST041:93
BOLST10 -BOLST011:95
214ST50 - 214ST061:95
KINAV60 -KINAV010:26NICAV70
-
NICAV010:29
GRAAV10 -GRAAV010:56
MARAV20 -MARAV010:51
MARGST10 - MARST011:94
CLADR60 - CLADR031:41
NEPAV60 - NEPAV060:79MARAV30 - MARAV010:91RAVAV30 - RAVAV010:91 JAMAV10
-
JAMAV010:85
213ST30 - 213ST140:90
SHEAV30 - SHEAV011:70
FOXAV10 - FOXAV010:58
213ST30 - 213ST011:90
AVABL30N - AVABL020:35
AVABL40S -AVABL020:93
CATAV40 -CATAV040:59
MARAV10 -MARAV010:84
CATAV20 - CATAV010:73
MAIST10N
-
MAIST081:92
MAIST20S -MAIST060:94
GRAAV10 - GRAAV041:75
211ST10 -
211ST011:86
CATAV10 - CATAV010:83
BRADR20 -
BRADR010:42
DOLST10 - DOLST020:94
211ST10 -
211ST030:59
JAVST10 - JAVST020:61
212ST20 - 212ST020:53
NEPAV60 - NEPAV011:52
CLADR80 -
CLADR010:55
TORBL10 -
TORBL055:75
ORRAV10 - ORRAV010:27 DOLST10 - DOLST050:92
211ST20 - 211ST011:71
213ST30 - 213ST121:92
213TH90 -
213TH090:44
213ST30 - 213ST041:94
CLADR50 - CLADR010:89
213ST30 - 213ST071:95
DOMST40 -
DOMST040:79
JAVST10 -
JAVST031:75
AVABL30N - AVABL010:60
213ST30 -
213ST091:91
SHEAV20
-SHEAV010:38
TORBL10 - TORBL031:46
DOMST40 -
DOMST030:93
GRAAV10 - GRAAV030:27CLADR40 -
CLADR020:37
ISLAV20 -ISLAV010:86
DOMST40 - DOMST050:66
CLADR40 -
CLADR010:34
RONAV10 -RONAV010:30
BRADR10 -
BRADR010:95
212ST30 -
212ST010:25
211ST30 -
211ST010:46
FOXAV20 -FOXAV010:93
CLADR70 -
CLADR010:45
DOLST10 -DOLST040:93
ADOST10 -
ADOST010:89
CATAV30 -CATAV011:56
DOLST10 -
DOLST010:94
DESST20 - DESST010:40
DOMST40 -
DOMST010:91
214ST70 - 214ST010:91
ALLEY10 -ALLEY010:41
213TH90 -
213TH100:45
214ST60 -
214ST010:70
MAIST10N
-MAIST061:91
MAIST20S
-
MAIST050:93
212ST20 -
212ST010:95
JAVST10 - JAVST050:93
MARGST10 - MARST040:22
JAMAV10 - JAMAV030:79
MAIST20S -MAIST040:90
JAVST10 - JAVST010:94
214ST50 - 214ST080:94
53 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

213ST10 - 213ST020:75
DOMST30 -
DOMST050:26AVABL10
-AVABL020:90
GRAAV10 - GRAAV010:56
DESST30 - DESST011:93
MARAV20 -MARAV010:51
NEPAV60 - NEPAV060:79MARAV30 - MARAV010:91RAVAV30 - RAVAV010:91 TROLN10 - TROLN011:56
213ST30 - 213ST140:90
DOMST30 - DOMST021:95
213ST10 - 213ST031:69
AVABL30N - AVABL020:35
AVABL40S -AVABL020:93 GARAV20 -GARAV010:91
CATAV40 -CATAV040:59
MARAV10 -MARAV010:84
CATAV20 - CATAV010:73
GRAAV10 - GRAAV041:75
CATAV10 - CATAV010:83
NEPAV60 - NEPAV011:52
CLADR50 -
CLADR010:89
BONST60 -BONITA:95
211ST20 - 211ST011:71
213ST30 - 213ST071:95 213ST30 - 213ST121:92
DESST30 - DESST031:92
214ST80 -
214ST010:86
DOMST30-DOMST010:95
JAVST10 -
JAVST031:75
AVABL10
-
AVABL030:94
AVABL30N - AVABL010:60
213ST30 -
213ST091:91
SELAV10 - SELAV011:82
GRAAV10 - GRAAV030:27
BELAV10 - BELAV010:22
CLADR40 -
CLADR020:37
LEAAV10
-LEAAV010:74
ISLAV20 -ISLAV010:86
CLADR40 -
CLADR010:34
BRADR10 -
BRADR010:95
212ST30 -
212ST010:25
211ST30 -
211ST010:46
ADOST10 -
ADOST010:89
SILPL10 -
SILPL010:49
CATAV30 -CATAV011:56
213ST30 - 213ST150:85
DESST20 - DESST010:40
214ST70 - 214ST010:91
CHIST10 - CHISTN010:77
JAVST10 - JAVST050:93
DOMST30 -
DOMST040:18
54 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

213ST10 - 213ST020:75
DOMST30 - DOMST050:26AVABL10
-AVABL020:90
DESST30 - DESST011:93
213ST10 - 213ST090:66
PERST10 -PERST021:81
TROLN10 - TROLN011:56
DOMST30 - DOMST021:95
213ST10 - 213ST031:69
GARAV20 -GARAV010:91
BONST60 -BONITA:95
DESST30 - DESST031:92
214ST80 -
214ST010:86
WEIAV10 - WEIAV020:75
DOMST30-DOMST010:95
213ST10 - 213ST051:68
SUSDR10 - SUSDR011:65
AVABL10
-
AVABL030:94
SELAV10 - SELAV011:82 WINDR10 -
WINDR10:89
BELAV10 - BELAV010:22
LEAAV10
-LEAAV010:74
ANNAV10 - ANNAV010:29
SILPL10 -
SILPL010:49
215ST10 -
215ST060:83
213ST30 - 213ST150:85
214ST20 -
214ST010:81
VERST10 -VERST060:64
CHIST10 - CHISTN010:77
THODR10 - THODR010:70
ALVPL10 -ALVPL020:80
DOMST30 - DOMST040:18
213ST10 - 213ST080:76
214ST30 - 214ST010:80
213ST10 - 213ST070:73
DOMST60 -
DOMST060:27
55 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

DOMST30 - DOMST050:26
213ST10 - 213ST141:60213ST10 - 213ST090:66
PERST10 -PERST021:81
CLARI10 -
CLARI010:60
CLADR20 -
CLADR010:78
ALBST10 - ALBST010:83
PONAV30 - PONAV010:92
213ST10 - 213ST121:63
LEGAV20 - LEGAV010:80 MILAV20 - MILAV010:77
213ST10 - 213ST101:70
WEIAV10 - WEIAV020:75
WATST30 - WATST010:71
213ST10 - 213ST051:68
SUSDR10 - SUSDR011:65
LOSAV30
-LOSAV010:85
213ST10 -
213ST010:71
WILAV10S - WILAV030:90MARST10 - MARST061:74 WATST20 -WATST020:56 WATST20 -WATST030:82
WINDR10 -
WINDR10:89
BALST11 - BALST010:72
CALST10 - CALST010:76
OAKAV20
-
OAKAV011:47MILAV30 -MILAV010:79
ANNAV10 - ANNAV010:29
213ST10 -
213ST160:87
215ST10 -
215ST060:83
214ST20 -
214ST010:81
215ST10 -
215ST010:87
W
ILAV10S
-W
ILAV020:85
VERST10 -VERST060:64
MARST10 - MARST080:80
THODR10 - THODR010:70
214ST40 -
214ST010:81
ALVPL10 -ALVPL020:80
213ST10 - 213ST080:76
214ST30 - 214ST010:80
213ST10 - 213ST070:73
DOMST60 -
DOMST060:27
56 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

213ST10 - 213ST141:60
CLARI10 -
CLARI010:60
CLADR20 -
CLADR010:78
ALBST10 - ALBST010:83
PONAV30 - PONAV010:92
213ST10 - 213ST121:63
LEGAV20 - LEGAV010:80 MILAV20 - MILAV010:77
213ST10 - 213ST101:70
WATST30 - WATST010:71
LOSAV30
-LOSAV010:85
WILAV10S - WILAV030:90MARST10 - MARST061:74 WATST20 -WATST020:56 WATST20 -WATST030:82
WILAV10S - WILAV010:84
BALST11 - BALST010:72
CALST10 - CALST010:76
OAKAV20
-
OAKAV011:47MILAV30 -MILAV010:79
213ST10 -
213ST160:87
215ST10 -
215ST010:87
DOMST10E - DOMST020:27
WILAV10S - WILAV020:85MARST10 - MARST080:80
214ST40 -
214ST010:81
DOMST10E - DOMST010:35
DOMST20W -
DOMST010:14
213ST10 - 213ST010:71
57 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

ALAST10 - ALAST010:68
209ST10 - 209ST011:31
DOMST10E - DOMST040:78
FORAV10 - FORAV010:26
HARAV10 -HARAV08:94
HARAV10 - HARAV041:90
HARAV10 - HARAV061:90
HARAV20 -
HARAV030:91
ALLEY37 -
ALLEY037:49
ALAST20N -ALAST100:28
ALAST20N -ALAST060:21
ALLEY43 -
ALLEY043:37
ALAST20N -
ALAST070:20
HARAV20 -
HARAV020:84
ALAST20N -
ALAST120:21
ALLEY42 -ALLEY042:8
ALLEY39 -
ALLEY039:66
ALLEY40 -
ALLEY040:30
ALLEY41 -
ALLEY041:23ALAST20N -
ALAST080:21
WILAV10S - WILAV010:84
ALAST20N -
ALAST090:22
ALAST30S -
ALAST020:27
ALLEY38 -
ALLEY038:51
WILAV10S - WILAV020:85
DOMST10E -
DOMST060:77
ALAST20N -ALAST130:25
TYLST10 -
TYLST010:33
DOMST10E - DOMST010:35
HARST10 -
HARST010:76
VANST10 - VANST020:36
TYLST10 - TYLST020:81
HARST10 - HARST020:86
JACST10 - JACST020:54
MONST10 - MONST020:86
MADST10 - MADST020:88
DOMST10E - DOMST070:94
JEFST10 - JEFST020:92
DOMST10E - DOMST030:30
MACAV10 - MACAV010:21
ELPST10 - ELPST010:21
DOMST10E - DOMST020:27
213ST10 - 213ST010:71
VANST10 - VANST010:87
ALLEY35 - ALLEY035:17BRAAV10 - BRAAV010:23ALLEY36 - ALLEY036:38 LAMAV10 - LAMAV010:33 JACST10 - JACST010:63
DOMST20W -
DOMST010:14
MONST10 - MONST010:48
MADST10 - MADST010:49
JEFST10 - JEFST010:88
58 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

SANAV20S - SANAV061:14
SANAV20S -SANAV101:25
ALAST10 - ALAST010:68
CASPAV10
-
CASPAV010:95
209ST10 - 209ST011:31
JACST10 - JACST030:61
DOMST10E - DOMST040:78
FORAV10 - FORAV010:26
BALAV20 -BALAV020:95
DOMST10E - DOMST091:43
PROAV10 - PROAV091:33
HARAV10 -HARAV08:94
PROAV10 - PROAV061:28
HARAV10 - HARAV041:90
HARAV10 - HARAV061:90
PROAV10 - PROAV041:86
PROAV10 -PROAV080:28HARAV20 -HARAV030:91
DOMST10E -
DOMST020:27
ALLEY37 -
ALLEY037:49
ALLEY52 -
ALLEY052:53
ALAST20N -
ALAST100:28
ALLEY50 -
ALLEY050:34
ALLEY43 -
ALLEY043:37ALAST30S - ALAST061:25
HARAV20 -HARAV020:84
ALAST20N -
ALAST120:21
ALLEY42 -ALLEY042:8
ALLEY39 -
ALLEY039:66
ALLEY54 -
ALLEY054:49
SANAV20S - SANAV041:31
ALLEY40 -
ALLEY040:30
ALLEY41 -
ALLEY041:23
ALLEY53 -
ALLEY053:49
ALAST20N -ALAST080:21
ALAST30S -ALAST031:28
ALLEY51 -
ALLEY051:33ALAST20N -ALAST110:21
ALLEY38 -
ALLEY038:51
DOMST10E -
DOMST060:77
SANAV20S -SANAV020:47
TYLST20 -
TYLST010:50
ALAST20N -ALAST130:25
TYLST10 -
TYLST010:33
ADRAV10
-ADRAV010:70
HARST10 -
HARST010:76
DOMST10E - DOMST030:30
MACAV10 - MACAV010:21
BALAV20 - BALAV010:95
JEFST10 - JEFST030:92
VANST10 - VANST010:87
ELPST10 - ELPST020:22
ALLEY35 - ALLEY035:17BRAAV10 - BRAAV010:23
VANST10 - VANST041:58
ALLEY36 - ALLEY036:38
MADST10 - MADST030:85
LAMAV10 - LAMAV010:33
JACST10 - JACST010:63
MONST10 - MONST030:86MONST10 - MONST010:48
MADST10 - MADST010:49
SANAV20S - SANAV030:44
VANST10 - VANST030:43
JEFST10 - JEFST010:88
MADST10 - MADST020:88
JEFST10 - JEFST020:92
JACST10 - JACST020:54
VANST10 - VANST020:36
HARST10 - HARST020:86
MONST10 - MONST020:86
TYLST10 -
TYLST020:81
DOMST10E - DOMST070:94
HARST10 - HARST030:89
TYLST10 - TYLST030:36
DOMST10E - DOMST080:88
ELPST10 - ELPST010:21
59 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

SANAV20S - SANAV061:14
SANAV20S -SANAV101:25
CASPAV10
-
CASPAV010:95
JACST10 - JACST030:61
BALAV20 -BALAV020:95
PROAV10 - PROAV091:33
PROAV10 - PROAV061:28
PROAV10 - PROAV041:86
PROAV10 -PROAV080:28
ALLEY52 -
ALLEY052:53
ALLEY50 -
ALLEY050:34
ALLEY54 -
ALLEY054:49
SANAV20S - SANAV041:31
ALLEY53 -
ALLEY053:49
ALLEY51 -
ALLEY051:33
SANAV20S -SANAV020:47
TYLST20 -
TYLST010:50
DOMST10E - DOMST091:43
ADRAV10
-ADRAV010:70
MADST10 - MADST020:88
JEFST10 - JEFST020:92
MONST10 - MONST020:86
JACST10 - JACST020:54
HARST10 - HARST020:86
VANST10 - VANST020:36
TYLST10 - TYLST020:81
DOMST10E - DOMST070:94
BALAV20 - BALAV010:95
JEFST10 - JEFST030:92
VANST10 - VANST041:58
MADST10 - MADST030:85
ELPST10 - ELPST020:22
MONST10 - MONST030:86
SANAV20S - SANAV030:44
VANST10 - VANST030:43
HARST10 - HARST030:89
TYLST10 - TYLST030:36
DOMST10E - DOMST080:88
ELPST10 - ELPST010:21
60 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

LYNAV10 -LYNAV011:94 214ST50 -
214ST061:95
219ST50 -
219ST011:75
NICAV30
-
NICAV010:67
NICAV20 -NICAV010:95MONAV20 -MONAV080:94
214ST50 - 214ST041:93
219ST40 - 219ST020:95
213TH90 -
213TH090:44
218PL40E -
218PL010:95
CARAV30
-
CARAV030:78
ARCAV30 - ARCAV010:93
NICAV50 -NICAV021:92
216ST10 - 216ST060:44
215ST20 - 215ST010:95
218ST70 - 218ST010:91
214ST50 -
214ST010:94
215ST20 - 215ST020:95
MONAV20 - MONAV030:56
214ST50 - 214ST021:85
FIGST10N -FIGST010:77
FIGST20S - FIGST131:42
CARST30E -
CARST030:65
ALLEY09 -
ALLEY009:17
220ST30 -
220ST020:52
ARCAV20 -ARCAV010:74
FIGST10N - FIGST061:79
FIGST20S -FIGST072:43
FIGST10N - FIGST021:70
MONAV20 -MONAV070:82
ARCAV10 -ARCAV010:91MONAV20 -MONAV011:86CARAV20 -CARAV010:48 FIAST10 -
FIAST011:91
220ST30 - 220ST010:52
CARST32E -
CARST010:64
MONAV70 -MONAV070:29
CARST30E - CARST020:66
CARST40W -
CARST100:91
MONAV20 -MONAV060:35
MONAV20 -MONAV040:87
FIGST10N - FIGST041:94
FIGST20S - FIGST101:65
218PL40E - 218PL100:68
61 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

LYNAV10 -LYNAV011:94
DOLST10 -DOLST090:90
GULAV20 -GULAV011:62
RASAV40 -RASAV010:93
NICAV30
-
NICAV010:67
NICAV20 -NICAV010:95MONAV20 -MONAV080:94
214ST50 - 214ST041:93
NICAV50 -NICAV021:92
CARST30E -
CARST041:69
219ST40 - 219ST020:95
220ST30 - 220ST050:94
DOLST10 - DOLST070:93
220ST30 - 220ST030:50
RITST10 -
RITST010:80
221ST20 -
221ST020:89
219ST50 -
219ST011:75
218PL40E -
218PL010:95
219ST50 -
219ST031:81
DOLST10 - DOLST100:67
DOLST10 - DOLST060:95
214ST50 - 214ST061:95
215ST40 - 215ST011:95
CARAV30
-
CARAV030:78
ARCAV30 - ARCAV010:93
216ST10 - 216ST060:44
MAIST10N - MAIST121:44
MAIST20S -MAIST080:39
RASAV30 -
RASAV010:48
RASAV50 - RASAV010:93
221ST20 - 221ST010:82
215ST20 -
215ST010:95
218ST70 - 218ST010:91
FIAST20 -
FIAST010:93
214ST50 -
214ST010:94
215ST20 - 215ST020:95
MONAV20 - MONAV030:56
214ST50 - 214ST021:85
213TH90 -
213TH090:44
FIGST10N -FIGST010:77
FIGST20S - FIGST131:42
RONAV10 -RONAV010:30
MAIST10N -MAIST081:92
MAIST20S -
MAIST060:94
ALLEY09 -
ALLEY009:17
ARCAV20 -ARCAV010:74
DOLST10 -DOLST040:93
ORRAV10 - ORRAV010:27
RONAV40 -RONAV010:84
DOLST10 -DOLST050:92
ORRAV10 - ORRAV020:95
FIGST10N - FIGST061:79
FIGST20S
-FIGST072:43
FIGST10N - FIGST021:70
MONAV20 -MONAV070:82
BOLST20 -BOLST010:63
ARCAV10 -ARCAV010:91MONAV20 -MONAV011:86CARAV20 -CARAV010:48 FIAST10 -
FIAST011:91
MAIST10N -MAIST111:93
MAIST20S -MAIST070:91
220ST30 - 220ST010:52
CARST32E -
CARST010:64
MONAV70 -MONAV070:29
CRACT10 -CRACT010:95
RASAV20 -RASAV010:78
213TH90 -
213TH100:45
MAIST10N -
MAIST151:31
MAIST20S -MAIST090:43
ORRAV10
-ORRAV030:70
214ST60 -
214ST010:70
CARST30E - CARST020:66
CARST40W -
CARST100:91
MONAV20 -MONAV060:35
MONAV20 -MONAV040:87
DOLST10 - DOLST080:88
FIGST10N - FIGST041:94
FIGST20S - FIGST101:65
219ST80 - 219ST080:49
KINAV70 -KINAV010:88
CARST30E - CARST030:65
CARST40W -
CARST090:84
220ST30 - 220ST020:52
CARST40W -
CARST070:94
DESST10 - DESST010:84
219ST60 - 219ST010:91
218PL40E - 218PL100:68
220ST30 - 220ST040:89
216ST30 - 216ST010:95
215ST30 - 215ST010:89
218PL30W - 218PL010:47
214ST50 - 214ST080:94
218ST80 - 218ST010:43
CARST40W - CARST080:81
62 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

GRAAV10 -
GRAAV090:92
DOLST10 -DOLST090:90
GRAAV10 - GRAAV061:89
GRAAV10 - GRAAV100:61
GULAV20 -GULAV011:62
219ST50 -
219ST011:75
214ST50 - 214ST061:95
RASAV40 -RASAV010:93
NICAV30
-NICAV010:67
FRIAV40 -FRIAV011:82
219ST60 - 219ST061:80
NICAV50 -NICAV021:92
CARST30E -
CARST041:69
AVABL30N - AVABL030:68
AVABL40S - AVABL030:70
220ST30 - 220ST061:90220ST30 - 220ST050:94
DOLST10 - DOLST070:93
220ST30 - 220ST030:50
RITST10 -
RITST010:80
221ST20 -
221ST020:89
NEPAV20 - NEPAV010:70
BRNDI10 -
BRNDI010:40
219ST50 -
219ST031:81
RAVAV70 - RAVAV010:75
AVABL30N - AVABL020:35
AVABL40S -AVABL020:93
DOLST10 - DOLST100:67
DOLST10 - DOLST060:95
CATAV40 - CATAV010:83
GRAAV10 - GRAAV080:93
CATAV40 -CATAV040:59
215ST40 - 215ST011:95
BRNDI10 -
BRNDI030:31
GRAAV10 - GRAAV041:75
MAIST10N - MAIST121:44
MAIST20S -MAIST080:39
RASAV50 - RASAV010:93
221ST20 - 221ST010:82
213TH90 -
213TH090:44
220ST40 -
220ST020:92
COLOR10 - COLOR100:43
FIAST20 -
FIAST010:93
219ST60 - 219ST041:79
220ST30 -
220ST080:77
ISLAV20 -ISLAV010:86RONAV10 -RONAV010:30
MAIST10N -MAIST081:92
MAIST20S -
MAIST060:94
ANCAV40-
ANCAV010:94
RAVAV70 -RAVAV020:71
CARST30E - CARST030:65
CARST40W -
CARST090:84
220ST30 -
220ST020:52
DOLST10 -DOLST040:93
ORRAV10 - ORRAV010:27
RONAV40 -RONAV010:84
CATAV30 -CATAV011:56
DOLST10 -DOLST050:92
CLOST20 -
CLOST010:60
ORRAV10 - ORRAV020:95
CARST30E -
CARST070:58
AVABL30N - AVABL050:11
BRNDI10 -BRNDI020:47
BOLST20 -BOLST010:63
219ST60 -
219ST021:78
MAIST10N -MAIST111:93
MAIST20S -MAIST070:91
DESST20 - DESST010:40
CRACT10 -CRACT010:95
214ST70 - 214ST010:91
RASAV20 -RASAV010:78
213TH90 -
213TH100:45
MAIST10N -
MAIST151:31
MAIST20S -MAIST090:43
ORRAV10
-ORRAV030:70
214ST60 -
214ST010:70
DOLST10 - DOLST080:88
AVABL30N -AVABL060:13NEPAV30 - NEPAV010:84
RAVAV10
-
RAVAV010:63
AVABL40S - AVABL040:30
219ST80 - 219ST080:49
KINAV70 -KINAV010:88
CARST40W -
CARST070:94
221ST30 -
221ST031:72
DESST10 - DESST010:84
219ST60 - 219ST010:91
DESST20 - DESST020:29
220ST30 - 220ST040:89
DOUST10 - DOUST020:62
CARST30E - CARST060:73
CARST40W -
CARST060:84
DOUST10 - DOUST010:90
220ST30 - 220ST110:34
CARST30E - CARST080:66CARST40W - CARST040:84
220ST30 - 220ST210:25
216ST30 - 216ST010:95
215ST30 - 215ST010:89
218PL30W - 218PL010:47
214ST50 - 214ST080:94
218ST80 - 218ST010:43
CARST40W - CARST080:81
63 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

GRAAV10 -
GRAAV090:92
EDGST10 - EDGST020:95
GRAAV10 - GRAAV061:89
BONST20 - BONST041:80
NEWAV10 -NEWAV010:92
GRAAV10 - GRAAV100:61
SELAV20 -SELAV010:95
EDGST10 -EDGST010:93
FRIAV40 -FRIAV011:82
DESST30 - DESST011:93
219ST60 - 219ST061:80
BONI90 -BONI090:86
AVABL30N - AVABL030:68
AVABL40S - AVABL030:70
220ST30 - 220ST061:90 220ST30 - 220ST120:42
NEPAV20 - NEPAV010:70
TROLN10 - TROLN011:56
BRNDI10 -
BRNDI010:40
RAVAV70 - RAVAV010:75
AVABL30N - AVABL020:35
AVABL40S -AVABL020:93 GARAV20 -GARAV010:91
CATAV40 - CATAV010:83
GRAAV10 - GRAAV080:93
CATAV40 -CATAV040:59
CARST20W -
CARST150:52
BRNDI10 -
BRNDI030:31
GRAAV10 - GRAAV041:75
219ST70 -
219ST010:72
220ST30 -
220ST101:26
HANAV - HANAV010:61
BONST20 - BONST071:89
DESST30 - DESST031:92
214ST80 -
214ST010:86
220ST40 -
220ST020:92
HADST10 - HADST011:92
COLOR10 - COLOR100:43
SELAV10 - SELAV011:82
219ST60 - 219ST041:79
220ST30 -
220ST080:77
ISLAV20 -ISLAV010:86
ANCAV40-
ANCAV010:94
RAVAV70 -RAVAV020:71
FOLAV10 -FOLAV010:93
FOLAV20 -FOLAV010:62
GARAV50 -GARAV010:93
CATAV30 -CATAV011:56
220ST30 -
220ST140:63
CLOST20 -
CLOST010:60
CARST30E -
CARST070:58
AVABL30N - AVABL050:11 220ST30 - 220ST130:87
SILPL10 -
SILPL010:49
219ST60 -
219ST021:78
BRNDI10 -BRNDI020:47
DESST20 - DESST010:40
214ST70 - 214ST010:91
CIVIC10
-CIVIC100:27
AVABL30N -AVABL060:13
FIAST30 -
FIAST010:20
NEPAV30 - NEPAV010:84
RAVAV10
-
RAVAV010:63
AVABL40S - AVABL040:30
CARST30E -
CARST091:90CARST42W - CARST030:87
221ST30 -
221ST031:72
CALST20 - CALST010:57
HANAV10 -HANAV020:88
NEWAV10 - NEWAV020:65
DESST20 - DESST020:29
CARST30E - CARST060:73
CARST40W -
CARST060:84
DOUST10 - DOUST020:62DOUST10 - DOUST010:90
220ST30 - 220ST110:34
CARST30E - CARST080:66CARST40W - CARST040:84
220ST30 - 220ST210:25
JAYST40 - JAYST010:79
CARST30E - CARST110:76
CARST40W -
CARST020:86
CIVDR10N -CIVDR010:48
64 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

EDGST10 - EDGST020:95BONST20 - BONST041:80
NEWAV10 -NEWAV010:92
SELAV20 -SELAV010:95
EDGST10 -EDGST010:93
DESST30 - DESST011:93
220ST10 - 220ST031:42
VERST10 - VERST040:85
BONI90 -BONI090:86
ROSIT10 -
ROSIT010:72
215PL10 - 215PL010:77
VERST10 - VERST011:43
PERST20 - PERST020:88
220ST30 - 220ST120:42
ALVPL10
-
ALVPL010:59
ACAAV10-
ACAAV030:67
PERST10 -PERST021:81 PERDR20 -
PERDR010:74
TROLN10 - TROLN011:56
ASHST10 -
ASHST010:95
218ST60 -
218ST010:42
219ST70 -
219ST020:66
ROSDR10 - ROSDR010:81
JAYST40 -
JAYST020:91
PERDR10 - PERDR010:70
GARAV20 -GARAV010:91
PERST10 -PERST010:80
CALPL10 - CALPL010:49
VERST10 -VERST050:66
CARST40W - CARST010:77
CARST20W -
CARST150:52
ACAAV10 - ACAAV040:61
ACAAV10 - ACAAV050:90
219ST70 -
219ST010:72
220ST30 -
220ST101:26
HANAV - HANAV010:61
BONST20 - BONST071:89
WEIAV10 -
WEIAV030:60
DESST30 - DESST031:92 WEIAV10 - WEIAV020:75
WEIAV10 - WEIAV010:68
214ST80 -
214ST010:86
HADST10 - HADST011:92
LAUST10 -
LAUST010:92
SUSDR10 -
SUSDR011:65SELAV10 - SELAV011:82
CARST20W -
CARST140:71
220ST30 -
220ST150:94
WINDR10 -
WINDR10:89
FOLAV10 -FOLAV010:93
FOLAV20 -FOLAV010:62
GARAV50 -GARAV010:93
220ST30 -
220ST140:63220ST30 - 220ST130:87
SILPL10 -
SILPL010:49
215PL40 -
215PL010:79
215PL20 -
215PL011:43
ACAAV10 -ACAAV010:58
ACAAV10 -
ACAAV020:50
CARST10E -
CARST140:92
CARST20W -
CARST100:90
FIEAV10
-
FIEAV010:88
215PL30 -
215PL010:77
215ST10 -
215ST060:83
PERST20 -PERST030:71
214ST20 -
214ST010:81
CARST10E - CARST111:92
216ST10 -
216ST040:83
ACKAV10 -ACKAV010:48BADAV10 -BADAV010:45
VERST10 -VERST060:64
DABAV10 -
DABAV010:90
220ST30-220ST160:94
JAYST40 - JAYST031:90
CIVIC10
-CIVIC100:27
THODR10 -THODR010:70
FIAST30 -
FIAST010:20
ALVPL10 -ALVPL020:80
CARST30E - CARST091:90
CARST42W -
CARST030:87
ABIST10 - ABIST010:84
CARST20W - CARST111:86
218ST30 - 218ST010:93VERST10 - VERST030:94
BACST10 -
BACST010:55
CALST20 - CALST010:57
HANAV10 -HANAV020:88
214ST30 - 214ST010:80
NEWAV10 - NEWAV020:65
215ST10 - 215ST070:20
JAYST40 - JAYST010:79
CARST30E -
CARST110:76
CARST40W -
CARST020:86
CIVDR10N -CIVDR010:48
RECREATION -RECREA010:72
65 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

MARST10 - MARST030:87
MARST10 - MARST041:94
OAKAV10 -OAKAV010:88
VERST10 - VERST040:85
ROSIT10 -
ROSIT010:72
219ST30 -
219ST010:31
VERST10 - VERST011:43
PERST20 - PERST020:88
215PL10 - 215PL010:77
ALVPL10
-
ALVPL010:59
220ST10 - 220ST031:42
ACAAV10-
ACAAV030:67
PERST10 -PERST021:81
MARST10 - MARST011:93
PERDR20 -
PERDR010:74
ASHST10 -
ASHST010:95
218ST60 -
218ST010:42
ALBST10 - ALBST010:83
JAYST40 -
JAYST020:91
ROSDR10 - ROSDR010:81
PERDR10 - PERDR010:70
MILAV10 -
MILAV010:76PONAV10 -PONAV011:93
LEGAV20 - LEGAV010:80
PERST10 -PERST010:80
CALPL10 - CALPL010:49
VERST10 -VERST050:66
220ST10 -
220ST100:30
WATST10 - WATST030:85
220ST10 - 220ST071:26
ACAAV10 - ACAAV040:61
LOSAV10 - LOSAV011:93
ACAAV10 - ACAAV050:90
WEIAV10 -
WEIAV030:60
BACST30 - BACST010:53
MILAV20
-MILAV010:77
MILAV10
-
MILAV020:74
LAUST10 -
LAUST010:92
WEIAV10 - WEIAV020:75
WEIAV10 - WEIAV010:68
218ST40 - 218ST011:89
MARST10 - MARST061:74
ABRST20 - ABRST010:51
SUSDR10 -
SUSDR011:65
WATST20 -WATST030:82
CARST20W -
CARST140:71
215PL10 - 215PL021:83
220ST30 -
220ST150:94
WATST20 -WATST020:56
WATST20 -WATST010:57
WINDR10 -
WINDR10:89
LEGAV10
-
LEGAV010:91
LOSAV30
-LOSAV010:85
LOSAV20 -LOSAV010:86
CALST10 - CALST010:76
WILAV10S - WILAV030:90
215PL10 -
215PL050:87
215PL40 -
215PL010:79
215PL20 -
215PL011:43
ACAAV10 -ACAAV010:58
ACAAV10 -
ACAAV020:50 WATST10 -WATST011:92
FIEAV10
-
FIEAV010:88
215PL30 -
215PL010:77
215ST10 -
215ST060:83
PERST20 -PERST030:71
214ST20 -
214ST010:81
CARST10E - CARST111:92
216ST10 -
216ST040:83
ACKAV10 -ACKAV010:48BADAV10 -BADAV010:45
VERST10 -VERST060:64
ABRST10 -
ABRST010:45
215ST10 -
215ST010:87
CARST10E - CARST151:93
CARST20W -
CARST090:84
DABAV10 -
DABAV010:90
220ST30-220ST160:94
JAYST40 - JAYST031:90
THODR10 -THODR010:70
220ST10 - 220ST060:44
WILAV10S -WILAV060:60
ALVPL10 -ALVPL020:80
214ST40 -
214ST010:81
ABIST10 - ABIST010:84
CARST20W - CARST111:86
218ST30 - 218ST010:93VERST10 - VERST030:94
215PL10 - 215PL040:60
BACST10 -
BACST010:55
ABIST20 - ABIST010:70
WILAV20N - WILAV021:18
214ST30 - 214ST010:80
218ST40 - 218ST030:24
215ST10 - 215ST070:20
CARST10E - CARST140:92
CARST20W -
CARST100:90 CARST20W - CARST080:91
220ST10 - 220ST010:23
RECREATION -RECREA010:72
66 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

MARST10 - MARST030:87
220ST10 - 220ST020:18
MARST10 - MARST041:94
OAKAV10 -OAKAV010:88
219ST30 -
219ST010:31
MARST10 - MARST011:93
ALBST10 - ALBST010:83
MILAV10 -
MILAV010:76PONAV10 -PONAV011:93
LEGAV20 - LEGAV010:80
220ST10 -
220ST100:30
WATST10 - WATST030:85
220ST10 - 220ST071:26
LOSAV10 - LOSAV011:93 BACST30 - BACST010:53
MILAV20
-MILAV010:77
MILAV10
-
MILAV020:74
218ST40 - 218ST011:89
MARST10 - MARST061:74
ABRST20 - ABRST010:51
WATST20 -WATST030:82
215PL10 - 215PL021:83
WATST20 -WATST020:56
WATST20 -WATST010:57
LEGAV10
-
LEGAV010:91
CARST10E -
CARST030:93
LOSAV30
-LOSAV010:85
LOSAV20 -LOSAV010:86
CALST10 - CALST010:76
WILAV10S - WILAV030:90
215PL10 -
215PL050:87
WATST10 -WATST011:92
CARST10E -
CARST020:92
ABRST10 -
ABRST010:45
215ST10 -
215ST010:87
CARST10E - CARST151:93
CARST20W -
CARST090:84
WESTW10 -WESTW010:73
220ST10 - 220ST060:44
WILAV10S -WILAV060:60
214ST40 -
214ST010:81
215PL10 - 215PL040:60
ARNRD10 - ARNRD010:13
ABIST20 - ABIST010:70
WILAV20N - WILAV021:18
218ST40 - 218ST030:24
CARST20W - CARST080:91
CARST10E -
CARST140:92
CARST20W -
CARST100:90
220ST10 - 220ST010:23
67 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

MCHAV10 -MCHAV021:93
220ST10 - 220ST020:18
BATAV10 -BATAV010:93
EMBAV10 -
EMBAV050:92
ALAST20N -
ALAST030:36
218ST10 -
218ST010:45
220PL20 -
220PL010:79
221ST10 -
221ST080:61
ALLEY47 -
ALLEY047:17
MCHAV10 - MCHAV061:95EMBAV10 -EMBAV031:91
218PL10 -
218PL010:59
SALAV10 - SALAV011:95
HARAV10 - HARAV041:90
ALLEY46 -
ALLEY046:43
EMBAV10
-EMBAV011:82
MCHAV10 - MCHAV041:95
ALAST20N -
ALAST070:20
ALLEY42 -ALLEY042:8
SALAV10 - SALAV041:95
HARAV10 - HARAV021:90
220ST20 -
220ST020:88
HARAV10 -HARAV010:94
ALLEY43 -
ALLEY043:37
ALLEY45 -
ALLEY045:40ALAST20N -ALAST040:27
ALLEY44 -
ALLEY044:34ALAST30S - ALAST061:25
218ST10 -
218ST020:86
220ST10 - 220ST010:23
CARST10E -
CARST020:92
CARST20W -
CARST060:94
218PL20 - 218PL010:91
WESTW10 -WESTW010:73
219ST20 - 219ST010:86
219PL20 - 219PL010:89
218ST20 -
218ST011:95
220ST20 - 220ST030:63
CARST10E -
CARST050:85
CARST20W -
CARST041:90
ARNRD10 - ARNRD010:13
MADST10 - MADST020:88
JEFST10 - JEFST020:92
WASST10 - WASST020:33
ADAST10 - ADAST020:33
CARST10E -
CARST060:92
CARST20W -
CARST011:87CARST20W - CARST080:91
ALAST20N
-
ALAST020:27
ALAST30S -ALAST110:29

CARFRNS -
CARFRNS010:39
CARST10E - CARST030:93 CARST10E -CARST040:91
221ST10 - 221ST010:94
ALAST20N -ALAST010:66
ALAST30S - ALAST120:28
220PL10 - 220PL010:95
MADST10 - MADST010:49
220ST20 - 220ST010:95
JEFST10 - JEFST010:88
218PL10 - 218PL020:95
219PL10 - 219PL010:75
ADAST10 - ADAST010:45
ALLEY48 - ALLEY048:94
219ST10 - 219ST010:85
WASST10 - WASST010:29
68 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

MCHAV10 -MCHAV021:93
EUOAV10 -
EUOAV030:55BATAV10 -BATAV010:93
SANAV20S - SANAV150:55
CARAV10 -CARAV051:95
EMBAV10 -
EMBAV050:92
ALAST20N -
ALAST030:36
218ST10 -
218ST010:45
ALLEY47 -
ALLEY047:17
218PL20 - 218PL020:89
CARST20W - CARST060:94
MCHAV10 - MCHAV061:95
EUOAV10
-
EUOAV010:68
EMBAV10 -EMBAV031:91
CARAV10
-CARAV031:95
218PL10 -
218PL010:59
SALAV10 - SALAV011:95
HARAV10 - HARAV041:90 PROAV10 - PROAV041:86
ALLEY46 -
ALLEY046:43
EMBAV10 -EMBAV011:82MCHAV10 - MCHAV041:95
ALAST20N -
ALAST070:20
ALLEY42 -ALLEY042:8 SANAV20S -
SANAV061:14
SALAV10 - SALAV041:95
PROAV10 - PROAV011:74
HARAV10 - HARAV021:90
221ST10 -
221ST030:60
PROAV10 -PROAV030:25
CARAV10
-CARAV011:94
220ST20 -
220ST020:88
HARAV10 -
HARAV010:94
ALAST20N -ALAST060:21
ALLEY43 -
ALLEY043:37
SANAV20S
-SANAV101:25
ALLEY45 -
ALLEY045:40ALAST20N -
ALAST040:27
ALLEY44 -
ALLEY044:34ALAST20N -
ALAST050:25

CARFRNS -
CARFRNS010:39
218ST10 -
218ST020:86
CARST10E -
CARST070:92
CARST20W -
CARST011:87
CARST10E -
CARST080:82
WASST10 -
WASST030:61
SANAV20S
-
SANAV140:93
CARST10E -
CARST050:85
CARST20W -
CARST041:90
219ST20 - 219ST010:86
221ST10 - 221ST080:61
218PL20 - 218PL010:91
ADAST10 - ADAST030:32
219PL20 - 219PL010:89
220ST20 - 220ST030:63
218ST20 - 218ST011:95
CARST10E -
CARST060:92
JEFST10 - JEFST030:92
ALAST20N
-
ALAST020:27
ALAST30S -ALAST110:29
CARST10E -
CARST030:93
MADST10 - MADST030:85
CARST10E -CARST040:91
221ST10 - 221ST010:94
ALLEY49 - ALLEY049:8
ALAST20N -ALAST010:66
ALAST30S - ALAST120:28
220PL10 - 220PL010:95
MADST10 - MADST010:49
220PL20 - 220PL010:79
220ST20 - 220ST010:95
JEFST10 - JEFST010:88
WASST10 - WASST020:33
MADST10 - MADST020:88
ADAST10 - ADAST020:33
JEFST10 - JEFST020:92
218PL10 - 218PL020:95
219PL10 - 219PL010:75
ADAST10 - ADAST010:45
219ST10 - 219ST010:85
ALLEY48 - ALLEY048:94
WASST10 - WASST010:29
69 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

222ST80 -
222ST011:91
NICAV60 - NICAV010:87
MONAV20 - MONAV080:94
MONAV60
-
MONAV041:93
MONAV60 - MONAV011:93
MONAV60 - MONAV061:93
NICAV20 - NICAV010:95
CARAV60
-CARAV011:93
CARAV30 -CARAV030:78
FIAST10 - FIAST011:91
ARCAV30
-
ARCAV010:93
223ST10E -
223ST030:77
SHAST20 -
SHAST010:95
MONAV20 -MONAV070:82
MONAV20 -MONAV090:94
223ST10E -
223ST010:90
JODLN10 -JODLN010:93
223ST10E - 223ST020:60
223ST20W -
223ST130:53
224PL10 - 224PL010:90
224ST10 - 224ST010:94
FIGST30N - FIGST081:87
FIGST40S -FIGST010:35
ORCHA10 - ORCHA010:12
GINDR10 - GINDR010:93
FIGST10N - FIGST010:77
FIGST20S -FIGST131:42
226ST30 - 226ST010:95
NEIAV10 - NEIAV010:95
SHAST10 - SHAST010:93
FIGST30N - FIGST070:92
FIGST40S - FIGST020:43
224ST10 - 224ST020:94
70 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

NICAV60 - NICAV010:87
RONAN10 -
RONAN010:44
BOLAV10 -
BOLAV010:95
JAYST20 - JAYST011:91
KINAV40
-
KINAV021:95
DOLST10
-
DOLST111:55
MONAV20 - MONAV080:94
220ST30 - 220ST050:94
221ST20 -
221ST020:89
MONAV60
-
MONAV041:93
MONAV60 - MONAV011:93
JAYST30 - JAYST010:90
MONAV60 - MONAV061:93
KINAV40 - KINAV040:92
GULAV20 - GULAV011:62
NICAV20 - NICAV010:95
DOLST20 - DOLST051:52
RASAV50 - RASAV010:93
CARAV60
-CARAV011:93
MAIST30N
-MAIST100:53
MAIST40S
-
MAIST010:49
226PL20 -
226PL020:95
RASAV40 - RASAV010:93
FIAST20 -
FIAST010:93
KINAV40 -KINAV010:95
222ST80 - 222ST031:94
DOLST10 - DOLST100:67
222ST80 - 222ST011:91
RASAV10 -RASAV010:89
BOLAV10 -BOLAV020:90
CARAV30 -CARAV030:78
FIAST10 - FIAST011:91
KINAV80 -KINAV010:82
ARCAV30
-
ARCAV010:93
GULAV30
-
GULAV010:94
KINAV30 -KINAV010:34
FRIAV10
-
FRIAV010:90 MAIST30N - MAIST090:38
MAIST40S -MAIST020:35
MONAV20 -MONAV070:82
DELAV10 -DELAV010:31
MONAV20 -MONAV090:94
JAYST10 -
JAYST010:75
223ST10E -
223ST010:90
222ST60 -
222ST010:93
DOLST30
-
DOLST030:34
MAIST10N
-MAIST151:31
MAIST20S -MAIST090:43
DOLST20 - DOLST070:69
JODLN10 -JODLN010:93
223ST10E - 223ST020:60
223ST20W -
223ST130:53
227ST10 -
227ST011:51
224PL10 - 224PL010:90
224ST10 - 224ST010:94
FIGST30N - FIGST081:87
FIGST40S -FIGST010:35
ORCHA10 - ORCHA010:12
GINDR10 - GINDR010:93
FIGST10N - FIGST010:77
FIGST20S -FIGST131:42
220ST30 - 220ST040:89
226ST30 - 226ST010:95
NEIAV10 - NEIAV010:95
SHAST10 - SHAST010:93
FIGST30N - FIGST070:92
FIGST40S - FIGST020:43
SHAST20 - SHAST010:95
224ST10 - 224ST020:94
223ST10E - 223ST030:77223ST20W - 223ST120:54 223ST10E - 223ST040:49 223ST20W - 223ST101:55
226PL20 - 226PL010:94
225ST10 - 225ST010:95
226ST10 - 226ST010:95
224PL20 - 224PL010:50
71 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

GRAAV20 - GRAAV011:86NEPAV10 - NEPAV010:91
222ST80 -
222ST011:91
227ST20 -
227ST010:63
ISLAV30 - ISLAV011:94
GRAAV10 - GRAAV100:61
RONAN10 -
RONAN010:44
JUDIT10 -JUDIT010:48
BOLAV10 -
BOLAV010:95
JAYST20 - JAYST011:91
ISAST10 - ISAST010:74
KINAV40
-
KINAV021:95
RAVAV20 - RAVAV010:94
DOLST10
-
DOLST111:55
220ST30 - 220ST061:90220ST30 - 220ST050:94
FRIAV60 - FRIAV010:61
CATAV70 - CATAV081:28
221ST20 -
221ST020:89
MARAV40 - MARAV010:52
BRNDI10 -
BRNDI010:40
FRIAV50 - FRIAV010:63ISLAV10 - ISLAV010:70
JAYST30 - JAYST010:90
226PL10 -
226PL010:92
224ST30 -
224ST010:66
224PL30 -
224PL010:86
GRAAV10
-
GRAAV111`:88
225ST20 -
225ST010:86
221ST30 - 221ST031:72
KINAV40 - KINAV040:92
BRNDI10 -
BRNDI030:31
GULAV20 - GULAV011:62
NICAV20 - NICAV010:95
DOLST20 - DOLST051:52
RASAV50 - RASAV010:93
MAIST30N
-MAIST100:53
MAIST40S
-
MAIST010:49
226PL20 -
226PL020:95
RASAV40 - RASAV010:93
220ST40 - 220ST020:92
MARAV40 -
MARAV020:76
MARAV70 - MARAV041:86
224ST20 - 224ST011:84
FIAST20 -
FIAST010:93
KINAV40 -KINAV010:95
224ST20 -
224ST041:93 224ST20 - 224ST061:92
222ST70 -
222ST011:89
222ST80 - 222ST031:94
DOLST10 - DOLST100:67
SWOST10 -
SWOST011:77
SWOST10 -
SWOST011:77
223ST10E -
223ST050:36
RASAV10 -RASAV010:89
BOLAV10 -BOLAV020:90
KINAV80 -KINAV010:82
AVABL50N -AVABL051:18
221ST30 -
221ST01:93
GULAV30
-
GULAV010:94
223ST20W -
223ST065:49
226ST20 -
226PL010:53
222ST50 -
222ST011:48
KINAV30 -KINAV010:34
GRAAV20
-
GRAAV030:73
ANCAV50 -ANCAV020:26
MARAV70 -MARAV070:80
FRIAV10
-
FRIAV010:90 MAIST30N - MAIST090:38
MAIST40S -MAIST020:35
222ST40 -
222ST010:94
BRNDI10 -BRNDI020:47
MARAV50 - MARAV010:93 ANCAV50 - ANCAV010:83
DELAV10 -DELAV010:31
ANCAV20
-
ANCAV010:74
JAYST10 -
JAYST010:75
AVABL30N -AVABL070:12
222ST60 -
222ST010:93
DOLST30
-
DOLST030:34
MAIST10N
-MAIST151:31
MAIST20S -MAIST090:43
AVABL50N -AVABL070:21
CATAV50 -CATAV010:81
DOLST20 - DOLST070:69
SHAST20 -
SHAST010:95
AVABL30N -AVABL060:13
AVABL30N -AVABL080:30
NICAV60 - NICAV010:87
NEPAV30
-NEPAV010:84
227ST10 -
227ST011:51
RAVAV10 - RAVAV010:63
AVABL50N - AVABL080:31
AVABL60S -AVABL010:18
PALCT10 - PALCT010:62
220ST30 - 220ST040:89
223ST10E - 223ST061:52
223ST20W -
223ST090:48
220ST30 - 220ST110:34220ST30 - 220ST210:25
223ST20W - 223ST080:54
223ST10E - 223ST030:77223ST20W - 223ST120:54 223ST10E - 223ST040:49 223ST20W - 223ST101:55
226PL20 - 226PL010:94
225ST10 - 225ST010:95
226ST10 - 226ST010:95
224PL20 - 224PL010:50
72 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

EDGST10
-EDGST020:95
GRAAV20 - GRAAV011:86NEPAV10 - NEPAV010:91
227ST20 -
227ST010:63
ISLAV30 - ISLAV011:94
GRAAV10 - GRAAV100:61
JUDIT10 -JUDIT010:48
EDGST10 - EDGST030:95
ISAST10 - ISAST010:74
RAVAV20 - RAVAV010:94
220ST30 - 220ST061:90 220ST30 - 220ST120:42
FRIAV60 - FRIAV010:61
CATAV70 - CATAV081:28
CLUST10 -CLUST031:74
BONST20 -BONST041:80
MARAV40 - MARAV010:52
BRNDI10 -
BRNDI010:40
FRIAV50 - FRIAV010:63ISLAV10 - ISLAV010:70
BONST20 -BONST011:78
226PL10 -
226PL010:92
224ST30 -
224ST010:66
224PL30 -
224PL010:86
GRAAV10
-
GRAAV111`:88
225ST20 -
225ST010:86
221ST30 - 221ST031:72
BRNDI10 -
BRNDI030:31
CLUST10 - CLUST011:94
HANAV - HANAV010:61
222ST20 - 222ST011:91
220ST40 - 220ST020:92
MARAV40 -
MARAV020:76
MARAV70 - MARAV041:86
HADST10 - HADST011:92
224ST20 - 224ST011:84
224ST20 -
224ST041:93 224ST20 - 224ST061:92
222ST30 - 222ST011:86
222ST70 - 222ST011:89
SWOST10 -
SWOST011:77
223ST10E -
223ST050:36
SWOST10 -
SWOST011:77
SELAV20 - SELAV010:95
AVABL50N -AVABL051:18
221ST30 -
221ST01:93
223ST20W -
223ST065:49
226ST20 -
226PL010:53
220ST30 - 220ST101:26
222ST50 -
222ST011:48
GRAAV20
-
GRAAV030:73
ANCAV50 -ANCAV020:26
220ST30 - 220ST140:63
GARAV50 - GARAV010:93
UTIWY10 -UTIWY010:29
220ST30 - 220ST130:87
222ST40 -
222ST010:94
BRNDI10 -BRNDI020:47
MARAV50 - MARAV010:93 ANCAV50 - ANCAV010:83
ANCAV20
-
ANCAV010:74 AVABL30N -AVABL070:12
NEWAV10 - NEWAV010:92
AVABL50N -AVABL070:21
HANAV20 -HANAV010:92
CATAV50 -CATAV010:81
JOEST10 -
JOEST020:93
RENST10 -
RENST010:91
222ST20 - 222ST030:29
AVABL30N -AVABL060:13
AVABL30N -AVABL080:30
FIAST30 - FIAST010:20
NEPAV30
-NEPAV010:84
RAVAV10 - RAVAV010:63
AVABL50N - AVABL080:31
AVABL60S
-AVABL010:18
WATRD10 - WATRD010:41
PALCT10 - PALCT010:62
JOEST10 - JOEST010:93
WATRD10 - WATRD020:94
RENST20 - RENST010:93
SPIST10 - SPIST010:43
223ST10E -
223ST120:24
223ST20W -
223ST030:17
JOEST20 - JOEST010:89
223ST10E - 223ST061:52
223ST20W -
223ST090:48
220ST30 - 220ST110:34220ST30 - 220ST210:25
JAYST40 - JAYST010:79
223ST10E -
223ST110:35
223ST20W -
223ST040:22223ST20W - 223ST080:54 223ST10E - 223ST100:33 223ST20W -
223ST050:40
BONST10 - BONST010:90
73 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

EDGST10
-
EDGST020:95
LUCST10 - LUCST011:89EDGST10 - EDGST030:95
220ST10 - 220ST031:42220ST30 - 220ST120:42
CLUST10 -CLUST031:74
JAYST40 - JAYST031:90
BONST20 -BONST041:80
BONST20 -BONST011:78
JAYST40 -
JAYST020:91
CALPL10 - CALPL010:49
WILAV30N -
WILAV040:18
BECST10 -BECST011:79
CLUST10 - CLUST011:94
HANAV - HANAV010:61
222ST20 - 222ST011:91
HADST10 - HADST011:92
220ST40-
220ST010:92
222ST30 - 222ST011:86
SELAV20 - SELAV010:95
220ST30 - 220ST150:94220ST30 - 220ST101:26
GARAV50 - GARAV010:93
UTIWY10 -UTIWY010:29
220ST30 - 220ST130:87
FIEAV10
-
FIEAV010:88
NEWAV10 - NEWAV010:92
HANAV20 -HANAV010:92
220ST30-220ST160:94
JOEST10 -
JOEST020:93
RENST10 -
RENST010:91
222ST20 - 222ST030:29
LUCST20 - LUCST010:32
FIAST30 - FIAST010:20
WATRD10 - WATRD010:41
JOEST10 - JOEST010:93
BACST10 -
BACST010:55
WATRD10 - WATRD040:52WATRD10 - WATRD030:35
WATRD10 - WATRD020:94
RENST20 - RENST010:93
SPIST10 - SPIST010:43
222ST10 - 222ST020:39
223ST10E -
223ST120:24
223ST20W -
223ST030:17
JOEST20 - JOEST010:89
RENST30 - RENST020:60
JAYST40 - JAYST010:79
223ST10E - 223ST130:25
223ST20W -
223ST020:25
223ST10E -
223ST110:35
223ST20W -
223ST040:22
222ST10 - 222ST010:57
RENST30 - RENST010:83
JOEST30 - JOEST010:22
223ST10E -
223ST100:33 223ST20W - 223ST050:40 223ST10E - 223ST140:34 223ST20W -
223ST010:22
BONST10 - BONST010:90
74 City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P,

LUCST10 - LUCST011:89
220ST10 - 220ST071:26
JAYST40 - JAYST031:90
JAYST40 -
JAYST020:91
PONAV10 -PONAV011:93
CALPL10 -CALPL010:49
WILAV30N -
WILAV040:18
BECST10 -BECST011:79
BACST30 - BACST010:53
LOSAV10 - LOSAV011:93
220ST40-
220ST010:92
ABRST20 - ABRST010:51
220ST10 - 220ST031:42
FIEAV10
-
FIEAV010:88
BACST20 -
BACST010:93
ABRST10 -
ABRST010:45
220ST30-220ST160:94
LUCST20 - LUCST010:32
220ST10 - 220ST060:44
BACST10 -
BACST010:55
WATRD10 - WATRD040:52WATRD10 - WATRD030:35
WILAV10S - WILAV060:60222ST10 - 222ST020:39
RENST30 - RENST020:60RENST30 - RENST010:83
222ST10 - 222ST010:57
JOEST30 - JOEST010:22
223ST10E - 223ST130:25
223ST20W -
223ST020:25
220ST10 - 220ST010:23
223ST10 - 223ST210:88
WILAV30N-WILAV050:32
223ST10E - 223ST140:34223ST20W - 223ST010:22
75 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

220ST10 - 220ST020:18220ST10 - 220ST071:26
ALAST20N -ALAST150:54
PONAV10 -PONAV011:93
BACST30 - BACST010:53
LOSAV10 - LOSAV011:93
ABRST20 - ABRST010:51
BACST20 -
BACST010:93
ABRST10 -
ABRST010:45
WESTW10 -WESTW010:73
220ST10 - 220ST060:44
WILAV10S - WILAV060:60
220ST10 - 220ST010:23
MARAT10
-MARAT010:87
223ST10E - 223ST140:34
223ST20W -
223ST010:22
223ST10 - 223ST220:90
ALAST40N
-ALAST010:44
ALAST50S - ALAST010:47
WILAV30N-WILAV050:32
223ST10 - 223ST210:88
76 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

EMBAV10
-EMBAV011:82
MCHAV10 -MCHAV041:95
220ST10 - 220ST020:18
223ST10 -
223ST030:28
SALMN10 -
SALMN010:91
220PL20 -
220PL010:79
221ST10 -
221ST080:61
SALAV10 - SALAV012:94
MCHAV10 -MCHAV021:93
SALAV10 -SALAV011:95
221ST10 -
221ST060:73
220ST10 - 220ST010:23
ALAST20N -ALAST150:54
WESTW10 -WESTW010:73
223ST10 - 223ST040:28
MCHAV10 - MCHAV010:95
221ST10 - 221ST021:32221PL10 - 221PL010:95
221ST10 - 221ST010:94
220PL10 - 220PL010:95
MARAT10
-MARAT010:87
223ST10 - 223ST210:88
223ST10 - 223ST220:90
ALAST40N
-ALAST010:44
ALAST50S - ALAST010:47
77 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

EMBAV10
-
EMBAV011:82
MCHAV10 -MCHAV041:95
221ST10 -221ST070:57
SANAV20S - SANAV150:55
SANAV20S -
SANAV160:25
223ST10 -
223ST030:28
SALMN10 -
SALMN010:91
TANAV10 -
TANVA010:54
SALAV10 - SALAV012:94 EUOAV10
-
EUOAV010:68
MCHAV10 -MCHAV021:93
SALAV10 -SALAV011:95
221ST10 -
221ST030:60
CARAV10
-CARAV011:94
221ST10 -
221ST060:73
221PL10 -
221PL031:89
ALAST20N -
ALAST150:54
221ST10 - 221ST080:61
223ST10 - 223ST040:28
MCHAV10 - MCHAV010:95
221ST10 - 221ST021:32221PL10 - 221PL010:95
221ST10 - 221ST010:94
220PL10 - 220PL010:95 220PL20 - 220PL010:79
78 City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

NICAV60 - NICAV010:87
SHECR10 -
SHECR010:89
MONAV60 - MONAV011:93
228ST10 - 228ST051:95
232ST10 -
232ST20:83
ORCAV20 -
ORCAV010:93
231ST30 -
231ST021:95
229ST50 -
229ST011:86
228ST10 - 228ST021:88

FIGSTFRNW
-

FIGFRNW
020:87
FIGST30N - FIGST060:72
FIGST40S -FIGST030:41
ARCAV60 - ARCAV020:91
CARAV50 - CARAV031:88
CARAV50 - CARAV051:81
231ST30 - 231ST010:95
CARAV50 - CARAV071:81
CARAV50 - CARAV011:83
ATMAV30 - ATMAV010:51
ARCAV50
-ARCAV011:81
MONAV40 - MONAV011:84
CARAV70 -CARAV070:89
CARAV60 -
CARAV060:92 MONAV40
-MONAV031:85
ORCAV10 - ORCAV010:95
MARST30 -
MARST010:95
232ST10 -
232ST10:80
MARST40 -
MARST010:61
230ST20 -
230ST010:79
234ST10 -
234ST010:93
231ST20 -
231ST010:75231ST10 -
231ST010:76
FIGST30N
-FIGST070:92
FIGST40S -FIGST020:43
230ST30 -
230ST010:44
232PL10 -
232PL010:69
229ST40 -
229ST010:44
228ST10 -
228ST010:94
FIGST30N - FIGST050:43
FIGST40S -FIGST040:39
233ST20 -
233ST010:68
234ST10 -
234ST020:93
234PL10 - 234PL010:84
230ST40 - 230ST010:80
MONAV50 -MONAV010:69
ATMAV20 - ATMAV010:80
JODLN10 - JODLN010:93
GINDR10 - GINDR010:93
234ST10 - 234ST030:92
232PL10 - 232PL020:70
NEIAV10 - NEIAV010:95
ORCHA10 - ORCHA010:12
ARCAV60 - ARCAV010:95
FIGSTFRNE -FIGFRNE030:86
79 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

MAIST30N
-
MAIST035:20
MAIST40S -MAIST065:30
BOLAV20
-BOLAV011:81
MEHAV20 -MEHAV010:65
NICAV60 - NICAV010:87
RONAN10 -
RONAN010:44
SHECR10 -
SHECR010:89
MONAV60 - MONAV011:93 228ST10 -
228ST081:94
MAIST30N
-
MAIST070:21
MAIST40S
-
MAIST040:22
228ST10 - 228ST051:95 228ST10 -
228ST160:89
229PL10 -
229PL040:22
233ST40 -
233ST030:70
ALLEY15 -
ALLEY015:17
232ST10 -
232ST20:83
ORCAV20 -
ORCAV010:93
228ST10 - 228ST115:71
231ST30 -
231ST081:91
GULAV10 - GULAV010:51RONAV20 - RONAV010:29
ENOAV10 - ENOAV010:34
229ST50 -
229ST011:86
228ST10 - 228ST021:88
FIGSTFRNW - FIGFRNW020:87
FIGST30N - FIGST060:72
FIGST40S -FIGST030:41
ARCAV60 - ARCAV020:91
MEHAV10 - MEHAV011:86
CARAV50 - CARAV031:88
CARAV50 - CARAV051:81
231ST30 - 231ST010:95
CARAV50 - CARAV071:81
CARAV50 - CARAV011:83 MONAV40 - MONAV011:84
DOLST20 - DOLST031:22
229PL40 -
229PL040:67
226PL20 - 226PL020:95
MEHAV10 - MEHAV031:86
231ST30 - 231ST051:88
ATMAV30 - ATMAV010:51
231ST30 -
231ST021:95
ARCAV50
-ARCAV011:81 MAIST30N -MAIST060:37
MAIST40S -MAIST050:31
MONAV40
-MONAV031:85
CARAV70 -CARAV070:89
CARAV60 -
CARAV060:92
MAIST30N - MAIST080:30
MAIST40S -MAIST030:33
ORCAV10 - ORCAV010:95
MARST30 -
MARST010:95
232ST10 -
232ST10:80
MARST40 -
MARST010:61
DOLST20 -DOLST070:69
230ST20 -
230ST010:79
234ST10 -
234ST010:93
231ST20 -
231ST010:75231ST10 -
231ST010:76
234ST10 -
234ST050:79
FIGST30N
-FIGST070:92
FIGST40S -FIGST020:43
DOLST20 - DOLST051:52
230ST30 -
230ST010:44
232PL10 -
232PL010:69
229ST40 -
229ST010:44
RASAV10 -RASAV010:89
DELAV30 -DELAV010:81 MEHAV30 -MEHAV010:81
228ST10 -
228ST010:94
NICAV40 - NICOLLE:67
KINAV20 -KINAV010:53
FRIAV20 - FRIAV010:84
KINAV30 -KINAV010:34
FIGST30N - FIGST050:43
FIGST40S -FIGST040:39
FRIAV10
-FRIAV010:90
233ST20 -
233ST010:68
230ST50 - 230ST010:77
MAIST30N -MAIST090:38MAIST40S -MAIST020:35
234ST10 -
234ST020:93
DELAV10 - DELAV010:31
227ST10 -
227ST011:51
234PL10 - 234PL010:84
230ST40 - 230ST010:80
MONAV50 - MONAV010:69
ATMAV20 - ATMAV010:80
JODLN10 - JODLN010:93
232PL10 - 232PL030:85
233ST30 - 233ST010:85
234ST10 - 234ST040:92
234PL10 - 234PL020:92
ALLEY13 - ALLEY013:12
GINDR10 - GINDR010:93
234ST10 - 234ST030:92
232PL10 - 232PL020:70
NEIAV10 - NEIAV010:95
ORCHA10 - ORCHA010:12
229PL10 - 229PL020:95
233ST40 - 233ST010:88
ARCAV60 - ARCAV010:95
232ST20 - 232ST010:22
FIGSTFRNE -FIGFRNE030:86
231ST40 - 231ST010:22
ALLEY16 - ALLEY016:3
232PL20 - 232PL010:88
234PL20 - 234PL010:21
230ST60 - 230ST010:92
229ST10E - 229ST010:92
234ST10 - 234ST060:95
ALLEY14 - ALLEY014:6
226PL20 - 226PL010:94
80 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

ANCAV10
-ANCAV020:91
228ST10 -
228ST051:95
RAVAV60 -RAVAV010:94
MAIST30N
-
MAIST035:20
MAIST40S -MAIST065:30
CATAV70 - CATAV041:94
BOLAV20
-BOLAV011:81
MEHAV20 -MEHAV010:65
227ST20 -
227ST010:63
RONAN10 -
RONAN010:44
GRAAV20 - GRAAV011:86
RAVAV20 - RAVAV010:94
MARAV70 - MARAV011:89
NEPAV10 - NEPAV010:91
228ST10 -
228ST081:94
MAIST30N
-
MAIST070:21
MAIST40S
-
MAIST040:22
CATAV70
-CATAV021:94
232ST40 -
232ST040:88
ALLEY15 -
ALLEY015:17
CATAV70 - CATAV010:79
ANCAV50 - ANCAV010:83MARAV50 - MARAV010:93CATAV70 - CATAV081:28 228ST10 - 228ST211:91
FRIAV60 -FRIAV010:61
ISLAV30 - ISLAV011:94
BAYST10 -
BAYST020:50
228ST10 - 228ST115:71
AVABL50N - AVABL040:22
AVABL60S -AVABL050:41
231ST30 -
231ST081:91
GULAV10 - GULAV010:51RONAV20 - RONAV010:29
231ST30 - 231ST021:95
226PL10 -
226PL010:92ENOAV10 - ENOAV010:34
AVABL50N - AVABL030:27MEHAV10 - MEHAV011:86
CATAV70
-CATAV071:93
DOLST20 - DOLST031:22
229PL40 -
229PL040:67
226PL20 - 226PL020:95
MEHAV10 - MEHAV031:86
231ST30 -
231ST051:88
228ST10 - 228ST171:94
ANCAV30
-ANCAV031:88
MAIST30N -MAIST060:37
MAIST40S -MAIST050:31
MONAV40
-MONAV031:85
228ST10 - 228ST191:94
MONAV40 - MONAV011:84
ANCAV10 - ANCAV030:95
AVABL50N -AVABL070:21
MAIST30N - MAIST080:30
MAIST40S -MAIST030:33
234ST20 - 234ST011:93
228ST10 -
228ST231:93
MARAV60
-MARAV010:95
229PL10 -229PL030:63
233ST40 -
233ST020:79
ANCAV30
-ANCAV011:80
RAVAV60 - RAVAV020:94
228ST10 -
228ST160:89
ALLEY22 -ALLEY022:24
DOLST20 -DOLST070:69
PANAV10 - PANAV060:94
PANAV10 -PANAV070:93
MARAV60
-
MARAV060:93
229PL10 -
229PL040:22
233ST40 -
233ST030:70
234ST10 -
234ST050:79
DOLST20 - DOLST051:52
PANAV10 -PANAV050:93
ALLEY25 -ALLEY025:12
RASAV10 -RASAV010:89
DELAV30 -DELAV010:81 MEHAV30 -MEHAV010:81
NICAV40 -NICOLLE:67KINAV20 -KINAV010:53
FRIAV20 - FRIAV010:84
KINAV30 -KINAV010:34
FRIAV10
-FRIAV010:90
230ST50 - 230ST010:77
MAIST30N -MAIST090:38MAIST40S -MAIST020:35
DELAV10 - DELAV010:31
227ST10 -
227ST011:51
BAYST10 -
BAYST010:85
232PL10 - 232PL030:85
232ST30 - 232ST011:95
233ST30 - 233ST010:85
234ST10 - 234ST040:92
234PL10 - 234PL020:92
ALLEY13 - ALLEY013:12
229ST30 - 229ST020:92
NICAV60 - NICAV010:87
231ST50 - 231ST020:91
230ST70 - 230ST010:88
231ST50-
231ST030:81
ALLEY17 -ALLEY017:16
229PL10 - 229PL020:95
233ST40 - 233ST010:88
ALLEY24 - ALLEY024:7
229PL40 - 229PL010:91
232ST20 - 232ST010:22
231ST40 - 231ST010:22
ALLEY16 - ALLEY016:3ALLEY19 - ALLEY019:16
229PL40 - 229PL020:87
232PL20 - 232PL010:88
ALLEY27 - ALLEY027:9
234PL20 - 234PL010:21
230ST60 - 230ST010:92
231ST50 - 231ST010:86
ALLEY26 - ALLEY026:14
229ST10E - 229ST010:92
234ST10 - 234ST060:95
229ST30 - 229ST010:92
ALLEY14 - ALLEY014:6
ALLEY18 -ALLEY018:40
226PL20 - 226PL010:94
ALLEY23 - ALLEY023:14
ALLEY21 - ALLEY021:26
AVABL50N - AVABL051:18
AVABL60S - AVABL031:12
81 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

ANCAV10
-ANCAV020:91
RAVAV60 -RAVAV010:94
CATAV70 - CATAV041:94
227ST20 -
227ST010:63
GRAAV20 - GRAAV011:86
RAVAV20 - RAVAV010:94
MARAV70 - MARAV011:89
NEPAV10 - NEPAV010:91
CATAV70
-CATAV021:94
230ST10 -
230ST020:23
232ST40 -
232ST040:88
CATAV70 - CATAV010:79
ANCAV50 - ANCAV010:83MARAV50 - MARAV010:93CATAV70 - CATAV081:28 228ST10 - 228ST211:91
FRIAV60 -FRIAV010:61
ISLAV30 - ISLAV011:94
BAYST10 -
BAYST020:50
AVABL50N - AVABL040:22
AVABL60S -AVABL050:41
226PL10 -
226PL010:92
AVABL50N - AVABL030:27
CATAV70
-CATAV071:93
228ST10 - 228ST171:94
ANCAV30
-ANCAV031:88228ST10 - 228ST191:94
BONST10 -BONST010:90
ANCAV10 - ANCAV030:95
AVABL50N -AVABL070:21
234ST20 - 234ST011:93
228ST10 -
228ST160:89
228ST10 -
228ST231:93
MARAV60
-MARAV010:95
233ST40 -
233ST030:70
229PL10 -
229PL040:22
ANCAV30
-ANCAV011:80
RAVAV60 - RAVAV020:94
ALLEY22 -ALLEY022:24
PANAV10 - PANAV060:94
PANAV10 -PANAV070:93
MARAV60
-
MARAV060:93PANAV10 -PANAV050:93
ALLEY25 -ALLEY025:12
233ST10 - 233ST010:22
WATRD10 - WATRD010:41
BAYST10 -
BAYST010:85
232ST30 - 232ST011:95
WATRD10 - WATRD020:94
229ST30 - 229ST020:92
231ST50 - 231ST020:91
230ST70 - 230ST010:88
231ST50-
231ST030:81
ALLEY17 -ALLEY017:16
ALLEY24 - ALLEY024:7
229PL40 - 229PL010:91
BANBL10 - BANBL030:95ALLEY19 - ALLEY019:16
229PL40 - 229PL020:87
ALLEY27 - ALLEY027:9
231ST50 - 231ST010:86
ALLEY26 - ALLEY026:14
229ST30 - 229ST010:92
BANBL10 - BANBL040:95
UTIWY10 - UTIWY010:29
ALLEY18
-ALLEY018:40
ALLEY23 - ALLEY023:14
ALLEY21 - ALLEY021:26
230ST10 - 230ST010:32
AVABL50N - AVABL051:18
AVABL60S -AVABL031:12
82 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

LUCST20 -
LUCST010:32BONST10 -BONST010:90
WILAV40S -
WILAV041:32
WATRD10 - WATRD010:41
WATRD10 - WATRD040:52WATRD10 - WATRD030:35
WATRD10 - WATRD020:94
233ST10 - 233ST010:22
BANBL10 - BANBL030:95
BANBL10 - BANBL040:95
UTIWY10 - UTIWY010:29
WILAV30N - WILAV040:18
WILAV30N - WILAV030:17
230ST10 - 230ST010:32 230ST10 - 230ST020:23
83 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

LUCST20 -
LUCST010:32
WILAV40S -
WILAV041:32
233ST10 - 233ST010:22
WILAV30N -
WILAV050:32
WATRD10 - WATRD040:52WATRD10 - WATRD030:35
WILAV30N - WILAV040:18
WILAV30N - WILAV030:17
230ST10 - 230ST020:23
84 Port of Los Angeles, City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

ALAST40N - ALAST010:44
ALAST50S - ALAST010:47
85 Port of Los Angeles, City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

235ST20 - 235ST011:92
SHECR10 -
SHECR010:89
MONAV30 - MONAV010:93
ORCAV10 - ORCAV010:95
ARCAV70 -ARCAV010:94CARAV40
-
CARAV010:88
ATMAV10 -ATMAV010:94NAFAV10 -
NAFFA AVE:72 MONAV30
-
MONAV020:93
FIGST30N -FIGST021:28
CARDR10 - CARDR012:78
CARAV50
-
CARAV011:83
CARAV70 -CARAV070:89
MONAV40 - MONAV011:84
235ST10 -
235ST010:85
FIGST40S
-FIGST051:37
234PL10 - 234PL010:84
234ST10 - 234ST030:92
FIGST30N - FIGST010:27
FIGST40S
-
FIGST080:41
SEPBL20W -
SEPBL190:48
SEPBL10E - SEPBL010:34
FIGST50N - FIGST020:22
FIGST60S -FIGST010:17
SEPBL10E - SEPBL020:85
SEPBL20W -
SEPBL180:91
86 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

MAIST30N -MAIST035:20
MAIST40S -
MAIST065:30
236ST30 -
236ST011:92
SHECR10 -
SHECR010:89
MONAV30 - MONAV010:93
DOLST20 - DOLST031:22
236CT10 -
236CT010:41
SEPBL10E -
SEPBL050:93
236CT10 -
236CT020:45
ORCAV10 - ORCAV010:95
SEPBL10E - SEPBL031:88
RONAV30
-RONAV011:92
NICAV10
-NICAV010:85
DELAV20 -DELAV010:35
KINAV10 - KINAV010:95
ARCAV70 -ARCAV010:94CARAV40
-
CARAV010:88
ATMAV10 -ATMAV010:94NAFAV10 -
NAFFA AVE:72 MONAV30
-
MONAV020:93
FIGST30N -FIGST021:28
CARDR10 - CARDR012:78
CARAV50
-
CARAV011:83
RONAV30-RONAV030:93
MEHAV10 - MEHAV011:86MONAV40 - MONAV011:84
CARAV70 -CARAV070:89
MAIST30N - MAIST025:29
MAIST40S -MAIST085:35
GULAV40
-GULAV010:91
ENOAV20
-ENOAV010:95
235ST30 - 235ST011:89
235ST10 -
235ST010:85 235ST20 - 235ST011:92
FRIAV30
-
FRIAV01:94
DOLST20 - DOLST011:16
MAIST30N - MAIST010:28
MAIST40S
-
MAIST100:35
236ST20 -
236ST020:93
234ST10 - 234ST050:79
236ST20 -
236ST010:95
238ST20 -
238ST010:95
FIGST40S
-FIGST051:37
234PL10 - 234PL010:84
234ST10 - 234ST040:92
234PL10 - 234PL020:92
ALLEY16 - ALLEY016:3
234ST10 - 234ST030:92
234ST10 - 234ST060:95
SEPBL20W -
SEPBL170:93
FIGST30N - FIGST010:27
FIGST40S
-
FIGST080:41
234PL20 - 234PL010:21
SEPBL20W - SEPBL190:48
SEPBL10E -
SEPBL010:34
FIGST50N -FIGST020:22 FIGST60S - FIGST010:17
MAIST50N - MAIST010:25
MAIST60S - MAIST010:28
SEPBL10E - SEPBL020:85 SEPBL20W - SEPBL180:91
87 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

MAIST30N -MAIST035:20
MAIST40S -
MAIST065:30
236ST30-
236ST011:92
DOLST20 - DOLST031:22
MARAV60 -MARAV070:94
236CT10 -
236CT010:41
CATAV70 - CATAV010:79
ANCAV10
-ANCAV020:91
AVABL50N
-
AVABL040:22
RAVAV60 - RAVAV020:94ALLEY24 - ALLEY024:7PANAV10 - PANAV060:94 236CT10 -
236CT020:45
MARAV60 -
MARAV010:95
MARAV120 - MARAV010:63
SEPBL10E -
SEPBL031:88
SEPBL20W -
SEPBL160:94
ISLAV50 -
ISLAV010:61
RONAV30
-RONAV011:92
NICAV10
-NICAV010:85
IDAST10 -
IDAST030:53
DELAV20 -DELAV010:35
KINAV10 - KINAV010:95
PANAV10 - PANAV011:95
238PL10 -
238PL030:95
CARDR10 - CARDR012:78
BONST50 -
BONST020:73
REAST20 -
REAST040:82
IDAST10 -IDAST011:94
LINST20 -
LINST040:85
RONAV30-RONAV030:93
PACST10 -
PACST030:88
237ST10 -
237ST030:95
REAST20 - REAST011:78
CATAV60 -CATAV011:94
MEHAV10 - MEHAV011:86
PANAV10 - PANAV031:95
MAIST30N - MAIST025:29
MAIST40S -MAIST085:35
LINST20 -
LINST030:79LINST10 -
LINST01:90
GULAV40
-GULAV010:91
RAVAV50 - RAVAV010:83
MONAV40 - MONAV011:84
ALLEY30 -
ALLEY030:11
SEPBL10E -
SEPBL090:18
ENOAV20
-ENOAV010:95
REAST10 - REAST011:93
FRIAV80
-FRIAV031:89
235ST30 - 235ST011:89
FRIAV80
-FRIAV011:95
MARAV90 - MARAV010:82NEPAV50 - NEPAV010:88
235ST20 - 235ST011:92
237ST10 - 237ST020:95
CATAV60
-
CATAV030:86
236ST30 -
236ST040:89
FRIAV30
-
FRIAV01:94
DOLST20 - DOLST011:16
MAIST30N - MAIST010:28
MAIST40S
-
MAIST100:35
236ST20 -
236ST020:93
234ST10 - 234ST050:79
PANAV10 - PANAV050:93RAVAV60 - RAVAV010:94236ST20 -
236ST010:95
SEPBL10E -
SEPBL050:93
SEPBL20W -
SEPBL150:92
238ST30 - 238ST020:92
238ST20 -
238ST010:95 AVABL50N -AVABL010:21
FAIST10 -FAIST010:85
AVABL50N -AVABL030:27
AVABL60S -
AVABL060:26236ST30 -
236ST030:93
AVABL50N -AVABL020:19
234ST10 - 234ST040:92
234PL10 - 234PL020:92
ALLEY16 - ALLEY016:3
238PL10 - 238PL020:95
PACST10 - PACST010:90
LINST20 - LINST010:94
SEPBL10E -
SEPBL060:93
SEPBL20W -
SEPBL140:93
ALLEY31 - ALLEY031:0
SEPBL10E - SEPBL070:94
SEPBL20W -
SEPBL121:93
BONST50 - BONST010:79
REAST20 - REAST030:84
LINST20 - LINST020:84
ALLEY29 - ALLEY029:10
PACST10 - PACST020:86
SEPBL10E - SEPBL080:86
234ST10 - 234ST060:95
ALLEY25 - ALLEY025:12
SEPBL20W -
SEPBL170:93
234PL20 - 234PL010:21
238PL10 - 238PL010:94
ALLEY19 - ALLEY019:16
238ST30 - 238ST010:92
237ST10 - 237ST010:92
ALLEY20 - ALLEY020:14
MAIST50N - MAIST010:25
MAIST60S - MAIST010:28
ALLEY28 - ALLEY028:32
SEPBL10E - SEPBL020:85SEPBL20W - SEPBL180:91
88 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

AVABL70N -AVABL011:22
AVABL80S -AVABL011:26
236ST30-
236ST011:92
BROST10 - BROST031:53
REAST30 - REAST031:62
SEAAV10 -SEAAV010:36
MARAV60 -MARAV070:94
CATAV70 - CATAV010:79
ANCAV10
-ANCAV020:91
AVABL50N
-
AVABL040:22
RAVAV60 - RAVAV020:94ALLEY24 - ALLEY024:7PANAV10 - PANAV060:94MARAV60 - MARAV010:95
MARAV120 - MARAV010:63
ISLAV50 -
ISLAV010:61
EASST10 - EASST011:59
BANBL20 - BANBL011:95
IDAST10 -
IDAST030:53
PANAV10 - PANAV011:95
SEPBL10E -
SEPBL150:18
238PL10 -
238PL030:95
EASST10 -EASST040:79
IDAST10 -IDAST011:94
LINST20 -
LINST040:85
237ST10 -
237ST030:95
REAST20 - REAST011:78
CATAV60 - CATAV011:94
PANAV10 - PANAV031:95
LINST10 -
LINST01:90
RAVAV50 - RAVAV010:83
BONST30 - BONST011:38BANBL20 - BANBL031:95
REAST10 - REAST011:93
WILAV60S - WILAV011:37
238ST10 - 238ST010:19
BROST10 - BROST011:53FRIAV80
-FRIAV031:89
FRIAV80
-FRIAV011:95
MARAV90 - MARAV010:82NEPAV50 - NEPAV010:88
237ST10 - 237ST020:95
CATAV60
-
CATAV030:86
236ST30 -
236ST040:89
SEPBL10E -
SEPBL050:93
PANAV10 - PANAV050:93
REAST30 -
REAST010:92
RAVAV60 - RAVAV010:94
SEPBL10E -
SEPBL100:52
SEPBL20W -
SEPBL100:24
PACST20 -
PACST010:67
BONST40 -
BONST010:58
LINST30 -
LINST050:47
BANBL10
-
BANBL010:35
238ST30 - 238ST020:92
SEPBL10E -
SEPBL120:71
WILAV40S-
WILAV041:32
AVABL50N -AVABL010:21
FAIST10 -FAIST010:85
BONST40 -
BONST020:42
SEPBL10E -
SEPBL090:18
SEPBL20W -
SEPBL110:30
REAST20 - REAST040:82
LINST20 - LINST030:79
PACST10 - PACST030:88
ALLEY30 - ALLEY030:11
BONST50 - BONST020:73
AVABL50N -AVABL030:27
236ST30 -
236ST030:93
PACST20 - PACST030:52
AVABL50N -AVABL020:19
238PL10 - 238PL020:95
PACST10 - PACST010:90
LINST20 - LINST010:94
SEPBL10E -
SEPBL060:93
SEPBL20W -
SEPBL140:93
ALLEY31 - ALLEY031:0
LINST30 - LINST030:70
SEPBL10E -
SEPBL070:94 SEPBL20W - SEPBL121:93
REAST30 - REAST020:93
BONST50 - BONST010:79
REAST20 - REAST030:84
LINST20 - LINST020:84
ALLEY29 - ALLEY029:10
PACST10 - PACST020:86
SEPBL10E -
SEPBL080:86
SEPBL20W -
SEPBL080:22
BANBL10
-BANBL020:26
PACST20 - PACST020:65
ALLEY25 - ALLEY025:12
LINST30 - LINST020:61
SEPBL10E -
SEPBL110:60
SEPBL20W -
SEPBL090:42
BANBL10 - BANBL030:95
238PL10 - 238PL010:94
ALLEY19 - ALLEY019:16
238ST30 - 238ST010:92
237ST10 - 237ST010:92
ALLEY20 - ALLEY020:14
ALLEY28 - ALLEY028:32
236ST10 - 236ST010:55
89 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

233ST10 - 233ST010:22
BROST10 - BROST031:53
REAST30 - REAST031:62
SEAAV10 -SEAAV010:36
SEPBL20W -
SEPBL060:34
EASST10 - EASST011:59
BANBL20 - BANBL011:95
EASST10 -EASST040:79
BONST30 - BONST011:38BANBL20 - BANBL031:95
WILAV60S - WILAV011:37
238ST10 - 238ST010:19
BROST10 - BROST011:53
SEPBL10E -
SEPBL121:83SEPBL10E -
SEPBL090:18
ALLEY30 -
ALLEY030:11
LINST20 -
LINST030:79
PACST10 -
PACST030:88
REAST30 -
REAST010:92
SEPBL10E -
SEPBL100:52
SEPBL20W -
SEPBL100:24
PACST20 -
PACST010:67
BONST40 -
BONST010:58
WILAV30N -
WILAV030:17
REAST20 -
REAST040:82
LINST30 -
LINST050:47
BONST50 -
BONST020:73
BANBL10
-
BANBL010:35
SEPBL10E -
SEPBL120:71
BONST40 -
BONST020:42
PACST20 - PACST030:52
LINST30 - LINST030:70
REAST30 - REAST020:93
BANBL10
-BANBL020:26
PACST20 - PACST020:65
LINST30 - LINST020:61
SEPBL10E -
SEPBL110:60
SEPBL20W -
SEPBL090:42
WILAV40S - WILAV041:32
BANBL10 - BANBL030:95
236ST10 - 236ST010:55
SEPBL20W - SEPBL070:32 SEPBL10E - SEPBL150:18
90 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

233ST10 - 233ST010:22
236ST10 -
236ST010:55
WILAV30N -
WILAV030:17
SEPBL20W -
SEPBL050:50
SEPBL10E -
SEPBL160:42
WILAV40S - WILAV041:32
SEPBL20W - SEPBL060:34
SEPBL20W - SEPBL070:32 SEPBL10E - SEPBL150:18
91 Port of Los Angeles, City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

SEPBL20W - SEPBL050:50
SEPBL20W - SEPBL040:92
SEPBL10E - SEPBL171:80
SEPBL20W - SEPBL031:72
ALAST60N
-ALAST010:43
ALAST70S -ALAST010:46
SEPBL10E -
SEPBL170:94
ALAST40N - ALAST010:44
ALAST50S - ALAST010:47
SEPBL10E -
SEPBL160:42
SEPBL20W - SEPBL060:34 SEPBL10E - SEPBL150:18
92 Port of Los Angeles, City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

SEPBL20W -
SEPBL030:55
SEPBL10E -
SEPBL190:24
SEPBL20W -
SEPBL020:9
SEPBL20W - SEPBL040:92
SEPBL10E -
SEPBL180:27
SEPBL10E -
SEPBL160:42
SEPBL10E - SEPBL171:80
SEPBL20W - SEPBL031:72
ALAST60N
-ALAST010:43
ALAST70S -ALAST010:46
SEPBL10E -
SEPBL170:94
ALAST40N - ALAST010:44
ALAST50S - ALAST010:47
INTWY10 - INTWY010:61
93 Port of Los Angeles, City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

FIGST90 -FIGST090:74
FIGST50N -FIGST020:22 FIGST60S - FIGST010:17
LOMBL10 - LOMBL020:32
LOMBL30 - LOMBL080:40
FIGST50N - FIGST010:31
LOMBL10 - LOMBL010:48
FIGST60S - FIGST021:22
MAIST50N - MAIST010:25
MAIST60S - MAIST010:28
94 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

249ST20 - 249ST011:91
NEPAV40
-NEPAV011:94 248ST10 -
248ST010:49
246ST10 -
246ST010:76
LOMBL10 - LOMBL041:49
ISLAV40 -ISLAV060:76
LAGAV10 -LAGAV010:71
MARAV120 - MARAV010:63
ISLAV50 -
ISLAV010:61
249ST10 -
249ST010:80
247ST10 -
247ST010:48
246PL10 -
246PL010:73
244ST20 -
244ST030:93
248ST20 -
248ST010:57
FRIAV80
-FRIAV011:95
246ST30 - 246ST010:62
ISLAV40 - ISLAV041:93
247ST30 -
247ST010:84
244ST20 - 244ST011:86
FRIAV70 - FRIAV012:84
BONST50 -
BONST020:73
REAST20 -
REAST040:82
MARAV100 -MARAV030:83
247ST20 -
247ST010:85
REAST20 - REAST011:78
244ST10 -
244ST010:89
248ST30 -
248ST010:67
REAST10 - REAST011:93
FRIAV70 -FRIAV040:84
MARAV100 - MARAV020:87
ISLAV40 -ISLAV01:61
NEPAV40 - NEPAV040:89
RAVAV40 - RAVAV011:94
MARAV80 - MARAV020:93
PANAV20
-PANAV010:93
PANAV20 - PANAV020:93
ISLAV40 -ISLAV070:49
RAVAV50 -RAVAV010:83MARAV90 -MARAV010:82
LOMBL10 -
LOMBL060:54
NEPAV50 -NEPAV010:88
MARAV80 -MARAV010:92
MARAV100 -MARAV010:67
245ST10 -
245ST010:88
NEPAV40 -NEPAV030:93
LOMBL10 - LOMBL030:47
ALLEY31 - ALLEY031:0
ALLEY33 - ALLEY033:28
ALLEY34 - ALLEY034:11
BONST50 - BONST010:79
REAST20 - REAST030:84
ALLEY32 - ALLEY032:29
LOMBL10 - LOMBL020:32
LOMBL10 - LOMBL010:48
MAIST50N - MAIST010:25
MAIST60S - MAIST010:28
95 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

WILAV60S - WILAV011:37
DELAV40 - DELAV020:80
249ST20 - 249ST011:91
NEPAV40
-NEPAV011:94
EASST10 - EASST011:59
SEAAV10 -SEAAV010:36
248ST10 -
248ST010:49
BROST10 - BROST031:53
246ST10 -
246ST010:76
LOMBL10 - LOMBL041:49
AVABL70N -AVABL011:22
AVABL80S -AVABL011:26
ISLAV40 -ISLAV060:76
LAGAV10 -LAGAV010:71
MARAV120 - MARAV010:63
ISLAV50 -
ISLAV010:61
249ST10 -
249ST010:80
247ST10 -
247ST010:48
246PL10 -
246PL010:73
244ST20 -
244ST030:93
248ST20 -
248ST010:57
FRIAV80
-FRIAV011:95
246ST30 - 246ST010:62
ISLAV40 - ISLAV041:93
247ST30 -
247ST010:84
244ST20 - 244ST011:86
FRIAV70 - FRIAV012:84
BANBL20 - BANBL011:95
MARAV100 -MARAV030:83
247ST20 -
247ST010:85
REAST20 - REAST011:78
244ST10 -
244ST010:89
248ST30 -
248ST010:67
REAST10 - REAST011:93
FRIAV70 -FRIAV040:84
DELAV40 -
DELAV010:47
MARAV100 - MARAV020:87
ISLAV40 -ISLAV01:61
NEPAV40 - NEPAV040:89
RAVAV40 - RAVAV011:94
MARAV80 - MARAV020:93
PANAV20
-PANAV010:93
PANAV20 - PANAV020:93
ISLAV40 -ISLAV070:49
REAST30 -
REAST010:92
RAVAV50 -RAVAV010:83 BONST40 -
BONST010:58
MARAV90 -MARAV010:82
LOMBL10 -
LOMBL060:54
NEPAV50 -NEPAV010:88
MARAV80 -MARAV010:92
MARAV100 -MARAV010:67
245ST10 -
245ST010:88
NEPAV40 -NEPAV030:93
WILAV50N -WILAV020:27
REAST30 - REAST031:62
BONST40 -
BONST020:42
REAST20 -
REAST040:82
BONST50 -
BONST020:73
LOMBL10 - LOMBL030:47LOMBL10 - LOMBL020:32
WILAV50N - WILAV030:21
ALLEY31 - ALLEY031:0
ALLEY33 - ALLEY033:28
REAST30 - REAST020:93
ALLEY34 - ALLEY034:11
BONST50 - BONST010:79
REAST20 - REAST030:84
ALLEY32 - ALLEY032:29
WILAV50N - WILAV010:44
LOMBL20 - LOMBL070:52
96 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

WILAV60S - WILAV011:37
DELAV40 - DELAV020:80
EASST10 - EASST011:59
SEAAV10 -SEAAV010:36
BROST10 - BROST031:53 BANBL20 - BANBL011:95
DELAV40 -
DELAV010:47
REAST30 -
REAST010:92
BONST40 -
BONST010:58
REAST20 -
REAST040:82
BONST50 -
BONST020:73
WILAV50N -WILAV020:27
REAST30 - REAST031:62
BONST40 -
BONST020:42
WILAV50N - WILAV030:21
REAST30 - REAST020:93
WILAV50N - WILAV010:44
LOMBL20 - LOMBL070:52
97 Port of Los Angeles, City of Carson, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

ALAST60N - ALAST010:43 ALAST70S - ALAST010:46
LOMBL20 - LOMBL070:52
98 Port of Los Angeles, City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

SEPBL20W -
SEPBL030:55
INTWY10 -
INTWY010:61SEPBL10E -
SEPBL190:24
SEPBL20W -
SEPBL020:9
SEPBL10E -
SEPBL180:27
ALAST60N - ALAST010:43
ALAST70S - ALAST010:46
99 Port of Los Angeles, City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

SEPBL20W -
SEPBL030:55
INTWY10 -
INTWY010:61SEPBL10E -
SEPBL190:24
SEPBL20W -
SEPBL020:9
SEPBL10E -
SEPBL180:27
100
City of Carson, City of Long Beach, County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USD
A
0 0.09 0.17 0.26 0.340.04
Miles
±
WILAV80S -WILAV010:38
232ST10 -
232ST20:83
HELST30 -
HELST010:81
BONST60 - BONITA:95
LIFST10 -
LIFST01:83
ALLEY42 -
ALLEY042:8
SANAV20S -
SANAV150:55
KINPL10 -
KINPL10:32
MAIST10N -
MAIST061:91
SEPBL20W -
SEPBL020:9
ALLEY31 -
ALLEY031:0
FIGST20S -
FIGST050:17
City of Carson, City of Long
Beach, County of Los

City of Carson, California Page C1
ARA, February 2026

APPENDIX C Section Included in $10M per Year

City of Carson, California Page C2
ARA, February 2026

Project Period Road Name Begin
Location
End
Location StreetID SectionID PCI After
Treated
PCI Prior
Treat FC Surface
Type Treatment
2026 RONAN AVE 227TH ST END RONAN10 RONAN010 100 44 R AC Thick ARHM Overlay W/Leveling & BR
2026 162ND ST MAIN ST BALL AV 162ST10 162ST010 100 67 R AC Thin ARHM Overlay W/Leveling & BR
2026 213TH ST VERA AVE LOSTINE AVE 213ST10 213ST090 100 66 C AC Thin ARHM Overlay W/Leveling & BR
2026 213TH ST MARTIN ST MILPOINT AVE 213ST10 213ST121 100 63 C AC Thin ARHM Overlay W/Leveling & BR
2026 215TH PL MARTIN ST WATER ST 215PL10 215PL040 100 60 R AC Thin ARHM Overlay W/Leveling & BR
2026 220TH ST EMBASSY AV CARL ERIC AV 220ST20 220ST030 100 63 R AC Thin ARHM Overlay W/Leveling & BR
2026 220TH ST FOLEY AV EDGAR ST 220ST30 220ST140 100 63 C AC Thin ARHM Overlay W/Leveling & BR
2026 224TH ST MARINE AVE END (E) 224ST30 224ST010 100 66 R AC Thin ARHM Overlay W/Leveling & BR
2026 227TH ST MARINE AVE END (E) 227ST20 227ST010 100 63 R AC Thin ARHM Overlay W/Leveling & BR
2026 229TH PL 230TH ST DOLORES ST 229PL10 229PL030 100 63 R AC Thin ARHM Overlay W/Leveling & BR
2026 246TH ST END FRIES AV 246ST30 246ST010 100 62 R AC Thin ARHM Overlay W/Leveling & BR
2026 248TH ST NEPTUNE AV RAVENNA AV 248ST30 248ST010 100 67 R AC Thin ARHM Overlay W/Leveling & BR
2026 ABBOTTSON
ST RADLETT AVE TAJAUTA AVE ABBST10 ABBST011 100 62 R AC Thin ARHM Overlay W/Leveling & BR
2026 ALAMEDA ST DOMINGUEZ ST DEL AMO
BLVD ALAST10 ALAST010 100 68 A AC Thin ARHM Overlay
W/Leveling & BR
2026 ALAMEDA ST ON/OFF RAMP 218TH PL ALAST20N ALAST010 100 66 A AC Thin ARHM Overlay W/Leveling & BR

Carson City CouncilMarch 17, 2026

Carson City Council
March 17, 2026