(5.) Commonly known or reasonably ascertainable information about the property (40 CFR 312.30).
Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases? For example, as user, (a.) Do you know the past uses of the property?
Response: On ju w e r C i -W O FF i C E S
(b.) Do you know of specific chemicals that are present or once were present at the property?
Response: A/ 0
(c.) Do you know of spills or other chemical releases that have taken place at the property?
Response: NO
(d.) Do you know of any environmental cleanups that have taken place at the property? Response: NO
(6.) The degree of obviousness of the presence of likely presence of contamination at the property, and the ability to detect the contamination by appropriate investigation (40 CFR 312.31).
As the userof this ESA, based on your knowledge and experience related to the property are there any obvious indicators that point to the presence or likely presence of contamination at the property?
Response: /V O
Title: are=
Name: dS!-f�Lz l/ �Ef fu 3OA1
Signature f Date: / a /
APPENDIX D
DRAINAG EAND PRELIMINARY WATER QUALITY MANAGEMENT PLAN
County of Orange/Santa Ana Region
Priority Project
Preliminary Water Quality Management
Plan
(PWQMP)
Project Name:
1300 Bristol St.
Newport Beach, CA 92660
Prepared for:
KCN MANAGEMENT, LLC
5000 Birch St. East Tower, Suite 600
Newport Beach, CA 92660
(949)267-1507
Prepared by:
Tait & Associates, INC
801 N. Parkcenter Drive
Santa Ana, CA 92705
(714)560-8643
Prepared: September 24, 2021
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
This Water Quality Management Plan (WQMP) has been prepared for The Picerne Group by Tait & Associates, Inc. The WQMP is intended to comply with the requirements of the County of Orange NPDES Stormwater Program requiring the preparation of the plan.
The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan, including the ongoing operation and maintenance of all best management practices (BMPs), and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with the current Orange County Drainage Area Management Plan (DAMP) and the intent of the non -point source NPDES Permit for Waste Discharge Requirements for the County of Orange, Orange County Flood Control District and the incorporated Cities of Orange County within the Santa Ana Region. Once the undersigned transfers its interest in the property, its successors -in -interest shall bear the aforementioned responsibility to implement and amend the WQMP. An appropriate number of approved and signed copies of this document shall be available on the subject site in perpetuity.
Owner:
Title
Patrick Coyle / Senior Vice President
Company
The Picerne Group, LLC
Address
5000 Birch, Suite 600, Newport Beach, CA 92660
Email
[email protected]
Telephone #
(949) 267-1553
I understand my responsibility to implement the provisions of this WQMP including the ongoing operation and maintenance of the best management practices (BMPs) described herein.
Owner
Signature
Date
The Picerne Group Owner's Certification
North OC Priority WQMP Template August 17 2011 Page i
Water Quality Management Plan (WQMP)
1300 Bristol St.
Preparer (Engineer):
Title
David Sloan, PE / Director of Engineering
PE Registration #
C82595
Company
Tait & Associates, Inc.
Address
801 N. Parkcenter Dr., Santa Ana, CA 92705
Email
[email protected]
Telephone #
(714) 560-8643
I hereby certify that this Water Quality Management Plan is in compliance with, and meets the requirements set forth in, Order No. R8-2009-0030/NPDES No. CAS618030, of the Santa Ana Regional Water Quality Control Board.
Preparer
Date
Signature
Place
Stamp
Here
The Picerne Group Owner's Certification
North OC Priority WQMP Template August 17 2011 Page ii
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
Contents
Page No.
Section I
Permit(s) and Water Quality Conditions of Approval or Issuance ........... 1 Section II
Project Description..................................................................................3 Section III
Site Description.......................................................................................8 Section IV
Best Management Practices(BMPs)......................................................10 Section V
Inspection/Maintenance Responsibility for BMPs.................................24 Section VI
BMP Exhibit (Site Plan).........................................................................25 Section VII
Educational Materials............................................................................26 Attachments
Attachment A..................................................................................Educational Materials Attachment B................................................................................................ Calculations Attachment C................................................... Orange County Technical Guidance Maps Attachment D............................................................................................ Drainage Maps Attachment E. ................................................................................... Geotechnical Report Attachment F................................................................... Water Quality Impairment List Attachment G....................................................... Infiltration BMP Feasibility Worksheet Attachment H.................................................................................... BMPs Info & Details Attachment I ...................... Master Covenant Agreement and Operations & Maintenance The Picerne Group Table of Contents
North OC Priority WQMP Template August 17 2011 Page iii
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
Section I Permit(s) and Water Quality Conditions of Approval or Issuance
Provide discretionary or grading/building permit information and water quality conditions of approval, or permit issuance, applied to the project. If conditions are unknown, please request applicable conditions from staff. Refer to Section 2.1 in the Technical Guidance Document (TGD) available on the OC Planning website (ocplanning.net).
Permit/Application No.
(If applicable)
Address of Project Site (or
Tract Map and Lot
Number if no address)
and APN
Project Infomation
N/A
APN: 427-342-01
Grading or Building
Permit No.
(If applicable)
N/A
Water Quality Conditions of Approval or Issuance
Water Quality
Conditions of Approval
or Issuance applied to
this project.
(Please list verbatim.)
Was a Conceptual Water
Quality Management Plan
previously approved for
this project?
N/A for Preliminary WQMP.
N/A
Conceptual WQMP
Error! Reference source not found. Section I
North OC Priority WQMP Template August 17 2011 Page 1
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
Watershed -Based Plan Conditions
WIHMP:
Not Applicable
303(d) Listed Impairments for San Diego Creek and Newport Bay:
Provide applicable Selenium, Toxaphene, Fecal Coliform, Metals, Copper, Sediment Toxicity, conditions from watershed -
Chlordane, DDT, PCB's (Polychlorinated Biphenyls), Indicator Bacteria, based plans including
WIHMPs and TMDLS. Nutrients, Pesticides, Sedimentation/Siltation TMDL's for San Diego Creek and Newport Bay:
Bacteria Indicators/Pathogens, Nutrients, Pesticides,
Sedimentation/ Siltation
Error! Reference source not found. Section
North OC Priority WQMP Template August 17 2011 Page 2
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
Section II Project Description
IIA Project Description
Provide a detailed project description including:
• Project areas;
• Land uses;
• Land cover;
• Design elements;
• A general description not broken down by drainage management areas (DMAs).
Include attributes relevant to determining applicable source controls. Refer to Section 2.2 in the Technical Guidance Document (TGD) for information that must be included in the project description.
Development Category
(From Model WQMP,
Table 7.11-2; or -3):
Project Area (W): 84,270
(1.93 AC)
Project Area
Pre -Project Conditions
Post -Project Conditions
Drainage
Patterns/ Connections
Description of Proposed Project
Category 8: Significant Redevelopment Project
Number of Dwelling Units:
SIC Code: 59 (Residential)
Pervious Impervious
............................ R............................................................... ,.........................
Area Area
Percentage Percentage
(acres or sq ft) (acres or sq ft)
...........................................................................................:........................
0.38 20 % 1.55 80 %
...........................;............................. c.................................,.........................
0.34 18% 1.59 82%
.....................................................................................................................
The Picerne Group Section II
North OC Priority WQMP Template August 17 2011 Page 3
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
The proposed development is in the City of Newport Beach, Orange County, California. In general, the property is bordered by an existing parking lot to the North and East, Bristol Street to the South and Spruce Street to the West. The project is comprised of a 6-story podium apartment building with two levels of subterranean parking. Project leasing offices are accessed directly from the corner of Bristol and Spruce. A fire -lane is provided around the site for emergency access uses.
Existing (Pre -Developed) Hydrologic Conditions:
The property is currently an office parking consisting of a z-story office complex with surface parking. Soil classification is largely comprised of `D' type soils. The site currently drains in z directions, with approximately 70% of the drainage running towards Spruce Street and 30% towards Bristol Street. The site is considered relatively flat at 1% to a% to provide sheet flow within the existing parking lots. The parking lot drainage is collected by a series of concrete swales which are collected by storm drain lines. From the southerly driveway entrance the flows collected by the valley gutter are conveyed to the northerly driveway and discharged to Spruce Street. Once the flows enter the existing curb and gutter along Spruce Street, they are conveyed to the North and eventually discharge into a storm drain system located in Quail Street.
Narrative Project
Description: Developed (Post -Developed) Hydrologic Conditions:
(Use as much space as The project will maintain the existing drainage pattern of the site, drainage areas south of the high point will drain to Bristol Street and drainage areas northerly of necessary.) the high point will drain to Spruce Street. Approximately 0.34 ac of the 1.93 ac site will be landscaped or have a pervious surface. The impervious surface includes walkway areas in the podium area, roads and parking areas that allow for vehicular traffic, which are anticipated to be paved with asphalt. Although the impervious percentage is slightly increased, the increase in runoff volume does not exceed the allowable 5%, therefore no hydrologic conditions of concern (HCOC) are anticipated.
The Picerne Group Section II
North OC Priority WQMP Template August 17 2011 Page 4
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
II.2 Potential Stormwater Pollutants
Determine and list expected stormwater pollutants based on land uses and site activities. Refer to Section 2.2.2 and Table 2.1 in the Technical Guidance Document (TGD) for guidance.
Pollutants of Concern
Check One for
each:
E=Expected to
Pollutant be ofconcern Additional Information and Comments N=Not Expected
to be of concern
Suspended -Solid/ Sediment
E ®
N ❑
Attached Residential, Retail, Parking, and Street
project components
........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Nutrients
E ®
N ❑
Attached Residential, Retail, Parking, and Street
project components
........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Heavy Metals
E ®
N ❑
Attached Residential, Retail, Parking, and Street
project components
........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Pathogens (Bacteria/ Virus)
E ®
N El
Residential, Retail, Parking, and Street
project
project components
.............................................................................................................................................................................................................................................................:
Pesticides
E ®
N ❑
...........................................................................................................................................................................................................................................
Attached Residential, Retail, Parking, and Street
project components
........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Oil and Grease
E ®
N ❑
Attached Residential, Retail, Parking, and Street
project components
I
I
Attached Residential Retail Parking and Street
Toxic Organic Compounds
E ®
N ❑
project components
Trash and Debris
E ®
N ❑
Attached Residential, Retail, Parking, and Street
project components
The Picerne Group Section III
North OC Priority WQMP Template August 17 2011 Page 5
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
II.3 Hydrologic Conditions of Concern
Determine if streams located downstream from the project area are potentially susceptible to hydromodification impacts. Refer to Section 2.2.3.1 in the Technical Guidance Document (TGD) for North Orange County or Section 2.2.3.2 for South Orange County. ® No - Show map
❑ Yes - Describe applicable hydrologic conditions of concern below. Refer to Section 2.2.3 in the Technical Guidance Document (TGD).
The Picerne Group Section III
North OC Priority WQMP Template August 17 2011 Page 6
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
While streams located downstream of the project site are potentially susceptible to hydromodification impacts, there are no 'Hydrologic Conditions of Concern' (HCOC). Although the impervious percentage is slightly increased, the increase in runoff volume does not exceed the allowable 5%, therefore no hydrologic conditions of concern (HCOC) are anticipated.
Approximately 970 cu-ft of runoff volume is produced by a 2-year, 24-hour storm event under the post developed condition. The same frequency and duration storm produces approximately 951 cu-ft in the pre - developed condition. This represents a slight increase in the runoff volume and is less than the allowable 5% increase. A summary of runoff volumes is provided in the following table. Hydrology calculations for the 2- year, 24-hour storm event are included in the Appendix of this report. Hydrology maps can be found in the Attachment D of this report.
Additionally, due to roof runoff starting at the building roof 6 stories above ground, the time of concentration will be reduced as a result of the project.
HCOC CALCVLATIOPM
Draina eArea
Area
Area
Rein M? th
PerWaV Area
Jmpe+vr Area
n us Arco
! nrious Rene
C
V
jsquere feet]
(acres]
IN
(5f)
isff
Jaaesj
M.75-imp+0.15
10 R
19.743
9.45 0.18
5000
0.11 0.34
0.75 0,71
110
6 39.M
P.91
0.18 4100
OM
0.62 0.9P
O.82
491
C
24.670
0.57 0.18
5780
0.13 0.43
0-77
6-72
268
Total
84271
1.95 "aa0
0 IS9
O.82
11170
OraMa eAreo
Areo
Argo
R NDepth
PeMo.s Arep
ug Area
OwerWousArea
Jfflgealkus Rolip
C
V
s rare feet
aces
IN
s
(SclesiIcq
A
172;I$
0.-0O
O.1$
5251
11913E
6.2e
0.7n
6.67 17S
a
871137
1.3A
0.18 11300
51181
1.28 6.E3
0.77 778
Total
84272
1.93 16551
67721
1.55 0.80
Total
551
Increase
IIA Post Development Drainage Characteristics
Describe post development drainage characteristics. Refer to Section 2.2.4 in the Technical Guidance Document (TGD).
The Picerne Group Section III
North OC Priority WQMP Template August 17 2011 Page 7
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
The proposed storm drain system will largely maintain the same drainage pattern(s), and connectivity that exists today. Currently there is two storm drain discharge location. Refer to the Existing & Proposed Hydrology Exhibit attached with this report.
i. Drainage Area "A" collects a portion of the parking lot, landscape, and building roof runoff which is discharged to grade at the proposed Biotreatment Planter #i. The biotreatment planter treats the water then discharges to a proposed pump which discharges stormwater to the curb and gutter along Spruce Street. Once the Design Capture Volumes are achieved, the peak flows from Drainage Area A are discharged to the curb and gutter along Bristol Street via proposed parkway drain.
2. Drainage Area "B" collects landscape and most of the building roof runoff which is discharged to grade at the proposed Biotreatment Planter #2. The biotreatment planter treats the water then discharges to a proposed pump which discharges stormwater to the curb and gutter along Spruce Street. Once the Design Capture Volumes are achieved, the peak flows from Drainage Area B are discharged to the curb and gutter along Spruce Street via proposed parkway drain.
3. Drainage Area "C" collects landscape and drainage from the proposed drive aisle which is discharged via storm drain pipe to the proposed Modular Wetlands Unit. The Modular Wetlands Unit treats the water then discharges to a proposed pump which discharges stormwater to the curb and gutter along Spruce Street. Once the Design Capture Volumes are achieved, the peak flows from Drainage Area C are discharged to the curb and gutter along Spruce Street via proposed parkway drain.
II.S Property Ownership/Management
Describe property ownership/management. Refer to Section 2.2.5 in the Technical Guidance Document (TGD).
The property will be privately owned and maintained. This includes all street and storm drain improvements as well as all applicable site design, source control, and treatment control BMP's.
The Picerne Group Section III
North OC Priority WQMP Template August 17 2011 Page 8
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
Section III Site Description
III.1 Physical Setting
Fill out table with relevant information. Refer to Section 2.3.1 in the Technical Guidance Document (TGD).
Name of Planned
Community/Planning
Area (if applicable)
Location/Address
1300 Bristol St.
Newport Beach, CA 92660
General Plan Land Use
Mixed Use: Residential/Commerical
Designation
Zoning I PC 11
Acreage of Project Site 1.93 AC
Predominant Soil Type D
III.2 Site Characteristics
Fill out table with relevant information and include information regarding BMP sizing, suitability, and feasibility, as applicable. Refer to Section 2.3.2 in the Technical Guidance Document (TGD).
The Picerne Group Section III
North OC Priority WQMP Template August 17 2011 Page 9
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
Drainage
The existing condition contains 2points of connection. The proposed Patterns/ Connections
condition will follow the same drainage pattern and maintain the ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... same points of connection.
Soil Type, Geology, and
According to the soils maps provided in Attachment C, the Infiltration Properties
hydrologic soils group is D.
.........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Hydrogeologic
(Groundwater)
To be provided with final WQMP.
Conditions
.........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Geotechnical Conditions
To be provided with final WQMP.
(relevant to infiltration)
.........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Off -Site Drainage
N/A
.........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Utility and Infrastructure
Existing utilities are not anticipated to constrain site design in regards to Information
implementing BMP strategies.
III.3 Watershed Description
Fill out table with relevant information and include information regarding BMP sizing, suitability, and feasibility, as applicable. Refer to Section 2.3.3 in the Technical Guidance Document (TGD).
San Diego Creek (Reach i)
Newport Bay (Lower)
Receiving Waters
Newport Bay (Upper)
Pacific Ocean
1 San Diego Creek (Reach i) -Selenium, Toxaphene, Fecal Coliform, Sedimentation/Siltation, Nutrients, Pesticides, Metal/Metalloids, Pathogens, Sediment
Newport Bay (Upper) - Metals, Copper, Sediment Toxicity, Chlordane, 303(d) Listed Impairments DDT (Dichlorodiphenyl Trichloroethane), PCB's (Polychlorinated Biphenyls), Indicator Bacteria, Nutrients, Pesticides, Sedimentation/Siltation, Other Organics
Newport Bay (Lower) - Copper, Sediment Toxicity, Chlordane, DDT, PCBs, Indicator Bacteria, Nutrients, Pesticides, Other Organics The Picerne Group Section III
North OC Priority WQMP Template August 17 2011 Page 10
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol St.
San Diego Creek Reach i - Indicator Bacteria Nutrients Pesticides Sedimentation/ Siltation
Applicable TMDLs
Newport Bay (Upper) - Indicator Bacteria, Nutrients, Pesticides, Sedimentation/Siltation
Newport Bay (Lower) - Nutrients, Pesticides
.........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Primary Pollutants of Concern:
Pollutants of Concern for
Suspended -Solid / Sediment, Nutrients, Heavy Metals, Pathogens the Project
(Bacteria/Virus), Pesticides, and Toxic Organic Compounds Other Pollutants of Concern: Oil and Grease, Trash and Debris Environmentally Sensitive
San Diego Creek (Reach �)
and Special Biological
Newport Bay (Upper)
Significant Areas
Newport Bay (Lower)
The Picerne Group Section III
North OC Priority WQMP Template August 17 2011 Page 11
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Section IV Best Management Practices (BMPs)
IV. 1 Project Performance Criteria
Describe project performance criteria. Several steps must be followed in order to determine what performance criteria will apply to a project. These steps include:
• If the project has an approved WIHMP or equivalent, then any watershed specific criteria must be used and the project can evaluate participation in the approved regional or sub - regional opportunities. (Please ask your assigned planner or plan checker regarding whether your project is part of an approved WIHMP or equivalent.) • Determine applicable hydromodification control performance criteria. Refer to Section 7.II-
2.4.2.2 of the Model WQMP.
• Determine applicable LID performance criteria. Refer to Section T H-2.4.3 of the Model WQMP. • Determine applicable treatment control BMP performance criteria. Refer to Section T H-3.2.2 of the Model WQMP.
• Calculate the LID design storm capture volume for the project. Refer to Section TH-2.4.3 of the Model WQMP.
(NOC Permit Area only) Is there an approved WIHMP or equivalent for the project area that includes more stringent LID feasibility YES ❑ NO criteria or if there are opportunities identified for implementing LID on regional or sub -regional basis?
If yes, describe WIHMP
feasibility criteria or
regional/ sub -regional LID
opportunities.
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 12
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Project Performance Criteria
If HCOC exists,
list applicable
This project does not have HCOCs due to the fact that the existing site has already been hydromodification
fully developed, the proposed condition does not modify the proposed drainage patterns control
and the proposed redevelopment will not significantly exceed the volumes and time of performance
concentration of the storm water runoff for the pre -development condition for a two - criteria (Section
year frequency storm event (a difference of five percent or less is considered
7.II-2.4.2.2 in
insignificant). Reference Attachment B for calculations.
MWQMP)
...........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Per Section 7.II-2.4.3 of the WQMP,
"Priority Projects must infiltrate, harvest and use, evapotranspire, or biotreat/biofilter, the 85th percentile, 24-hour storm event (Design Capture Volume)." "A properly designed biotreatment system may only be considered if infiltration, harvest and use, List applicable
and evapotranspiration (ET) cannot be feasibly implemented for the full design capture LID performance
volume. In this case, infiltration, harvest and use, and ET practices must be criteria (Section
implemented to the greatest extent feasible and biotreatment may be provided for the
7.II-2.4.3 from
remaining design capture volume."
MWQMP)
The required DCV will be treated via proposed biotreatment basins. The biotreatment planters will remove stormwater pollutants through physical and biological processes.
Pollutants removed from stormwater include particulate organic matter, phosphorus, suspended solids, nitrogen, metals, TKN, and bacteria. Refer to the info sheet in Attachment D.
...............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Per Section 7.II-2.4.3 of the WQMP,
"If it is not feasible to meet LID performance criteria through retention and/or biotreatment provided on -site or at a sub-regional/regional scale, then treatment control BMPs shall be provided on -site or offsite prior to discharge to waters of the US.
List applicable
Sizing of treatment control BMP(s) shall be based on either the unmet volume after treatment control
claiming applicable water quality credits, if appropriate (See Section �7.11-3.1 Water Quality Credits) and as calculated in TGD Appendix VI. If treatment control BMPs can BMP performance
treat all of the remaining unmet volume and have a medium to high effectiveness for criteria (Section
reducing the primary POCs, the project is considered to be in compliance; a waiver
7.II-3.2.2 from
application and participation in an alternative program is not required.
MWQMP)
If the cost of providing treatment control BMPs greatly outweighs the pollution control benefits they would provide, a waiver of treatment control and LID requirements can be requested and alternative compliance approaches must be used to fulfill the remaining unmet volume (See Section 7.II-3.3)."
Treatment control BMP's will not be utilized for this project.
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 13
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Calculate LID
design storm
capture volume LID DCV calculations are provided in Attachment B. for Project.
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 14
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
IV.2. Site Design and Drainage
Describe site design and drainage including
• A narrative of site design practices utilized or rationale for not using practices; • A narrative of how site is designed to allow BMPs to be incorporated to the MEP • A table of DMA characteristics and list of LID BMPs proposed in each DMA. • Reference to the WQMP "BMP Exhibit."
• Calculation of Design Capture Volume (DCV) for each drainage area. • A listing of GIS coordinates for LID and Treatment Control BMPs.
Refer to Section 2.4.2 in the Technical Guidance Document (TGD).
BMP utilization in Site Design to Maximum Extent Practicable (MEP):
Since infiltration and harvest and reuse are no feasible, the next hierarchy will utilize the biofiltration and bioretention strategy for treating the design capture volume. Due to geotechnical concerns related to clayey layers of soil, infiltration strategies were not proposed. Areas shall incorporate a bioretention planter and Modular Wetlands Unit. The biotreatment basins with underdrains will be lined with an impermeable membrane to ensure infiltration does not occur in these areas.
Streets, Landscape, Sidewalks, & Building Roof
Per the reasons stated above, infiltration and/ or Harvest and use methods are not considered for these areas of the project site. The streets area lack either adequate space or are infeasible to implement these LID BMP strategies. The proposed bio treatment strategy consists of using a biotreatment planter sized for the design capture volume. The location of the biotreatment basins can be seen on the conceptual WQMP Plot Plan included in Attachment D.
GIS Coordinates for the project BMP area:
GPS coordinates shall be provided upon final WQMP.
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 15
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
IV.3 LID BMP Selection and Project Conformance Analysis Each sub -section below documents that the proposed design features conform to the applicable project performance criteria via check boxes, tables, calculations, narratives, and/or references to worksheets. Refer to Section 2.4.2.3 in the Technical Guidance Document (TGD) for selecting LID BMPs and Section 2.4.3 in the Technical Guidance Document (TGD) for conducting conformance analysis with project performance criteria.
IV.3.1 Hydrologic Source Controls (HSCs)
If required HSCs are included, fill out applicable check box forms. If the retention criteria are otherwise met with other LID BMPs, include a statement indicating HSCs not required.
Name
Included?
Localized on -lot infiltration
❑
Impervious area dispersion (e.g. roof top
disconnection)
❑
Street trees (canopy interception)
❑
Residential rain barrels (not actively managed)
❑
Green roofs/Brown roofs
❑
Blue roofs
❑
Impervious area reduction (e.g. permeable
pavers, site design)
❑
Other:
❑
Other:
❑
Other:
❑
Other:
❑
Other:
❑
Other:
❑
Other:
❑
Other:
❑
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 16
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
IV.3.2 Infiltration BMPs
Identify infiltration BMPs to be used in project. If design volume cannot be met, state why.
Name
Included?
Bioretention without underdrains
❑
Rain gardens
❑
Porous landscaping
❑
Infiltration planters
❑
Retention swales
❑
Infiltration trenches
❑
Infiltration basins
❑
Drywells
❑
Subsurface infiltration galleries
❑
French drains
❑
Permeable asphalt
❑
Permeable concrete
❑
Permeable concrete pavers
❑
Other:
❑
Other:
❑
Show calculations below to demonstrate if the LID Design Strom Capture Volume can be met with infiltration BMPs. If not, document how much can be met with infiltration and document why it is not feasible to meet the full volume with infiltration BMPs.
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 17
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Infiltration is not recommended because the site consists of Type D soils, which are not feasible for infiltration.
IV.3.3 Evapotranspiration, Rainwater Harvesting BMPs
If the full Design Storm Capture Volume cannot be met with infiltration BMPs, describe any evapotranspiration and/or rainwater harvesting BMPs included.
Name
Included?
All HSCs; See Section IV.3.1
❑
Surface -based infiltration BMPs
❑
Biotreatment BMPs
❑
Above -ground cisterns and basins
❑
Underground detention
❑
Other:
❑
Other:
❑
Other:
❑
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 18
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Show calculations below to demonstrate if the LID Design Storm Capture Volume can be met with evapotranspiration and/or rainwater harvesting BMPs in combination with infiltration BMPs. If not, document below how much can be met with either infiltration BMPs, evapotranspiration, rainwater harvesting BMPs, or a combination, and document why it is not feasible to meet the full volume with these BMP categories.
N/A
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 19
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
IV.3.4 Biotreatment BMPs
If the full Design Storm Capture Volume cannot be met with infiltration BMPs, and/or evapotranspiration and rainwater harvesting BMPs, describe biotreatment BMPs included. Include sections for selection, suitability, sizing, and infeasibility, as applicable.
Name
Included?
Bioretention with underdrains
Stormwater planter boxes with underdrains
❑
Rain gardens with underdrains
❑
Constructed wetlands
❑
Vegetated swales
❑
Vegetated filter strips
❑
Proprietary vegetated biotreatment systems
11 Wet extended detention basin
❑
Dry extended detention basins
❑
Other:
❑
Other:
❑
Show calculations below to demonstrate if the LID Design Storm Capture Volume can be met with infiltration, evapotranspiration, rainwater harvesting and/or biotreatment BMPs. If not, document how much can be met with either infiltration BMPs, evapotranspiration, rainwater harvesting BMPs, or a combination, and document why it is not feasible to meet the full volume with these BMP categories.
Please Refer to Appendix `B' of this report for BMP calculations.
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 20
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
IV.3.5 Hydromodification Control BMPs
Describe hydromodification control BMPs. See Section 5 of the Technical Guidance Document (TGD).
Include sections for selection, suitability, sizing, and infeasibility, as applicable. Detail compliance with Prior Conditions of Approval (if applicable).
Hydromodification Control BMPs
BMP Name BMP Description
N/A
IV.3.6 Regional/Sub-Regional LID BMPs
Describe regional/sub-regional LID BMPs in which the project will participate. Refer to Section 7.II-
2.4.3.2 of the Model WQMP.
Regional/Sub-Regional LID BMPs
N/A
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 21
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
IV.3.7 Treatment Control BMPs
Treatment control BMPs can only be considered if the project conformance analysis indicates that it is not feasible to retain the full design capture volume with LID BMPs. Describe treatment control BMPs including sections for selection, sizing, and infeasibility, as applicable.
Treatment Control BMPs
BMP Name BMP Description
N/A
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 22
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
IV.3.8 Non-structural Source Control BMPs
Fill out non-structural source control check box forms or provide a brief narrative explaining if non- structural source controls were not used.
Non -Structural Source Control BMPs
Check One
Identifier
Name
If not applicable, state brief
Included
Not
reason
Applicable
N1
Education for Property Owners,
M
❑
Tenants and Occupants
....................................................................................................................................................................
N2
Activity Restrictions
❑
❑
....................................................................................................................................................................
N3
Common Area Landscape
®
❑
Management
....................................................................................................................................................................
N4
BMP Maintenance
®
❑
....................................................................................................................................................................
N5
Title 22 CCR Compliance (How
®
❑
development will comply)
....................................................................................................................................................................
N6
❑
®
No industrial waste discharges
Local Industrial Permit Compliance
are anticipated
....................................................................................................................................................................
N7
Spill Contingency Plan
❑
®
No storage of hazardous waste
....................................................................................................................................................................
N8
Underground Storage Tank
®
❑
Compliance
....................................................................................................................................................................
N9
Hazardous Materials Disclosure
®
❑
Compliance
....................................................................................................................................................................
N10
Uniform Fire Code Implementation
®
❑
.....................................................................................................................................................................
N11
Common Area Litter Control
®
❑
.....................................................................................................................................................................
N12
Employee Training
®
❑
.....................................................................................................................................................................
N13
Housekeeping of Loading Docks
El®
No loading docks on property
....................................................................................................................................................................
N14
Common Area Catch Basin Inspection
®
❑
....................................................................................................................................................................
N15
Street Sweeping Private Streets and
®
❑
Parking Lots
....................................................................................................................................................................
N16
Retail Gasoline Outlets
❑
®
No retail gasoline on property
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 23
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
N1-Education for property Owners, Tenants and occupants & N-12 Employee Training The property owner shall prepare a training manual for all existing and future employees. The manual shall include information regarding proper practices that contribute to the protection of the stormwater quality.
Training shall be provided upon hire of new associates. A copy of the training manual shall remain in the building at all times for employees to use as needed. The manual shall include all Educational Material included on Attachment A of this report. Additional education material may be found in the following website:
http: / / www.ocwatershed.com/ PublicEd /resources /business-brochures.html N2-Activity Restrictions
The property owner shall ensure that the rules and guidelines as determined on the project conditions, covenants and restrictions (CC&R's) and lease terms or other policies are followed at all times once the project is operations. Prohibited activities for the project that promoted water quality includes:
Prohibit discharges of fertilizer, pesticides, or animal wastes to streets or storm drains.
Prohibit blowing or sweeping of debris (leaf litter, grass clippings, litter, etc.) into streets or storm drains.
Requirement to keep dumpster lids closed at all times.
Prohibit vehicle washing, maintenance, or repair on the premised or restrict those activities to designated areas.
N3-Common Area Landscape Management
Specific practices are followed for landscape maintenance. Ongoing maintenance is conducted to minimize erosion and over -irrigation, conserve water and reduce pesticide and fertilizer applications.
All maintenance must be consistent with the City of Tustin requirements. Proper maintenance practices should help reduce and/or eliminate pollution from pesticides, nutrients, trash/debris and sediments. The project common area landscape maintenance should be consistent with the following documents included in Attachment A:
Building and Ground Maintenance Guidelines
Housekeeping practices
Plaza and sidewalk cleaning
Landscape maintenance
N4-BMP Maintenance
BMP maintenance, implementation schedules and responsible parties are included with each specific BMP narrative in section V.
N5-Title 22 CCR compliance
Hazardous waste shall be managed properly trough compliance with applicable title 22 regulations.
Storage and transportation of hazardous materials shall be per the title 22 of the California Code of Regulations and the Health and Safety Code.
N9-Hazardous Material Disclosure Compliance
The Owner is responsible for obtaining the required permits for the use and transportation of hazardous materials. Permits may be required from the County of Orange Health Department, City of Tustin, and other local authorities.
N10-Uniform Fire Code Implementation
The Owner is responsible for complying with the Los Angeles Fire Department requirements regarding proper management of hazardous materials and emergency response plans. An inventory of hazardous materials should be maintained on -site and an emergency response plans should be established.
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 24
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
N11-Common area litter control
The Owner will be required to implement trash management and litter control procedures in the common areas aimed at reducing pollution of drainage water. The Owner may contract with their landscape maintenance firm to provide this service with regularly scheduled maintenance, which should consist of litter patrol, emptying of trash receptacles in common areas, and noting trash disposal violations and reporting the violations to the Owner for investigation.
N12-Employee Training
The Owner will be required to implement an education program as it would apply to future employees.
N14-Common area catch basin inspection
The Owner must ensure that the on -site drain inlets, grates, and drain pipes will be periodically inspected visually. Cleaning should take place in the late summer/early fall prior to the start of the rainy season. If necessary, clean, repair, or replace any drainage facility prior to the start of each rainy season (no later than October 15 of each year). Also refer to "Drainage System Maintenance' in Attachment A.
N15-Street Sweeping Private Streets and Parking Lots
The Owner must sweep outdoor lots regularly (minimum monthly), and prior to the storm season (no later than October 15 each year). Sweeping shall be done with a vacuum -type sweeper. Under no circumstances are outdoor areas/lots to be rinsed or washed with water unless said rinse/wash water is collected and disposed of properly (i.e. into the sewer).
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 25
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
IV.3.9 Structural Source Control BMPs
Fill out structural source control check box forms or provide a brief narrative explaining if structural source controls were not used.
Structural Source Control BMPs
Check One
Identifier
Name
If not applicable, state brief
Not
Included
reason
Applicable
S1
Provide storm drain system stenciling
❑
❑
and signage
Design and construct outdoor material
S2
storage areas to reduce pollution
❑
introduction
Design and construct trash and waste
S3
storage areas to reduce pollution
®
❑
introduction
Use efficient irrigation systems &
S4
landscape design, water conservation,
®
❑
smart controllers, and source control
S5
Protect slopes and channels and
®
❑
provide energy dissipation
Incorporate requirements applicable to
individual priority project categories
❑
(from SDRWQCB NPDES Permit)
S6
Dock areas
❑
S7
Maintenance bays
❑
S8
Vehicle wash areas
❑
S9
Outdoor processing areas
❑
S10
Equipment wash areas
❑
S11
Fueling areas
❑
S12
Hillside landscaping
❑
S13
Wash water control for food
®
❑
preparation areas
S14
Community car wash racks
❑
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 26
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Si -Provide storm drain system stenciling and signage
All catch basins/inlets/outlets on site must be marked using the City's "No Dumping - Drains to Ocean" curb marker or stenciled. An approved stencil shall be used to paint this message on the top of curb directly above the inlet, and on one side of the curb face. Labeling for catch basins is to be inspected regularly and maintained so as to be reasonably legible at all times. The inspection and maintenance is to be performed by the Owner.
This stencil is to alert the public/employees to the destination of pollutants discharged into the storm water.
S3-Design and construct trash and waste storage areas to reduce pollution introduction The owner shall post signs on trash enclosure gates that state "Keep Dumpster Lids Closed." The Owner will monitor dumpster usage such that dumpsters are not overfilled and the dumpster lids can close completely.
The Owner shall increase the trash pickup schedule as necessary to prevent dumpsters from overfilling. The Owner will observe and damage to the trash enclosure wall and any discharge from the trash storage area.
S4-Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control All irrigation systems will be inspected to ensure that the systems are functioning properly and that the programmable timers are set correctly.
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 27
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
IV.4 Alternative Compliance Plan (If Applicable)
Describe an alternative compliance plan (if applicable). Include alternative compliance obligations (i.e., gallons, pounds) and describe proposed alternative compliance measures. Refer to Section TH
3.0 in the WQMP.
IV.4.1 Water Quality Credits
Determine if water quality credits are applicable for the project. Refer to Section 3.1 of the Model WQMP for description of credits and Appendix VI of the Technical Guidance Document (TGD) for calculation methods for applying water quality credits.
Description of Proposed Project
Project Types that Qualify for Water Quality Credits (Select all that apply):
❑Redevelopment ❑Brownfield redevelopment, meaning ❑ Higher density development projects which projects that reduce the redevelopment, expansion, or reuse of real include two distinct categories (credits can only overall impervious property which may be complicated by the be taken for one category): those with more footprint of the project presence or potential presence of hazardous i than seven units per acre of development (lower site. i substances, pollutants or contaminants, and i credit allowance); vertical density which have the potential to contribute to i developments, for example, those with a Floor adverse ground or surface WQ if not i to Area Ratio (FAR) of 2 or those having more redeveloped. than 18 units per acre (greater credit allowance). ----------------------- ------- ------------------------------------------------------------------------------------------------------ ❑ Mixed use development, such as a 1 ❑ Transit -oriented developments, such as a El Redevelopment projects combination of residential, commercial, mixed use residential or commercial area in an established historic industrial, office, institutional, or other land designed to maximize access to public i district, historic uses which incorporate design principles that i transportation; similar to above criterion, but 1 preservation area, or similar can demonstrate environmental benefits that where the development center is within one significant city area would not be realized through single use half mile of a mass transit center (e.g. bus, rail, including core City Center projects (e.g. reduced vehicle trip traffic with light rail or commuter train station). Such areas (to be defined through the potential to reduce sources of water or air projects would not be able to take credit for mapping). pollution). both categories, but may have greater credit assigned
-------------------------------- ----I -❑-------------------------------------------- ----- ❑ ----------projects,
--� ---- --------------------
Live -work In -fill ro ects the
❑Developments with ❑ developments, a variety of conversion of empty lots Developments i developments designed to and other underused spaces dedication of
undeveloped portions to El Developments in historic i support residential and into more beneficially used in a city center districts or
parks, preservation vocational needs together - spaces, such as residential area. historic
areas and other pervious i similar to criteria to mixed or commercial areas. ;preservation
uses. use development; would not i
areas. i
be able to take credit for
both categories.
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 28
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Calculation of
Water Quality
Credits i N/A
(if applicable)
IV.4.2 Alternative Compliance Plan Information
Describe an alternative compliance plan (if applicable). Include alternative compliance obligations (i.e., gallons, pounds) and describe proposed alternative compliance measures. Refer to Section 7.11
3.0 in the Model WQMP.
N/A
The Picerne Group Section IV
North OC Priority WQMP Template August 17 2011 Page 29
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Section V Inspection/Maintenance Responsibility for BMPs Fill out information in table below. Prepare and attach an Operation and Maintenance Plan.
Identify the funding mechanism through which BMPs will be maintained. Inspection and maintenance records must be kept for a minimum of five years for inspection by the regulatory agencies. Refer to Section T H 4.0 in the Model WQMP.
BMP Inspection/Maintenance
Inspection/
Minimum
Reponsible
BMP
Maintenance
Frequency of
Party(s)
Activities Required
Activities
Biotreatment BMP
(Bioretention with Underdrains)
Inspection and repair of treatment
area's components. Check for
standing water. Corrective
measures such as removal and
replacement of top soil layer, top 3
inches of engineered soil; or
more as needed to ensure proper
infiltration rate to achieve
Meekly and as needed,
sufficient drawdown time are
replant eroded and bare
necessary to prevent creating
areas prior to each rainy
Biotreatment Basin
Owner
mosquito and other vector habitat
season. Test draw down
if drawdown time exceeds 72
time once a year at a
hours after a storm event. Replant
eroded and bare areas prior to
minimum.
each rainy season. Replace
vegetation as needed if dying or an
invasive species takes over. Most
BMP vegetation is anticipated to
be native however vegetation
surrounding visible areas to the
public will include specific non-
native species.
Remove Trash from Screening
Device - average maintenance
interval is 6 to 12 months. (5
minute average service time).
-Remove Sediment from Separation
Prior and
Modular Wetland
Chamber - average maintenance
following the
System (MWS)
Owner
interval is 12 to 24 months. (10
rainy season
Linear Unit
minute average service time).
After each rain
-Replace Cartridge Filter Media -
event
average maintenance interval 12 to
24 months. (10-15 minute per
cartridge average service time).
-Replace Drain Down Filter Media -
The Picerne Group Section V
North OC Priority WQMP Template August 17 2011 Page 30
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
average maintenance interval is 12
to 24 months. (5 minute average
service time).
Provide environmental awareness
educational materials made
available by the City of Anaheim
N1 - Education for
and/or the County of Orange. These
Property Owners,
Property Management
materials will describe the use of
Upon initial tenancy and
Tenants and
Association
chemicals that should be limited to
ongoing thereafter.
Occupants
the property, with no discharges of
wastes via hosing or other direct
discharge to gutters, catch basins
and storm drains.
Use restrictions that may
N2 - Activity
Property Management
include car washing, rinsing,
Upon initial tenancy
Restrictions
Association
waste disposal, or other
and ongoing
activity potentially detrimental
thereafter.
to downstream receiving
waters.
Restricted activities to be
developed by the PMA and
implemented through lease
terms.
Utilize landscape
N3 -Common
Property Management
maintenance practices aimed
Ongoing. Review
Area Landscape
Association
at minimizing use of
and revise annually,
Management
irrigation, fertilizers and
and as needed.
pesticides.
Usage shall be consistent
with Management Guidelines
for Use of Fertilizers (DAMP
Section 5.5).
Landscaping shall correlate to
the climate, soil, and related
natural resources of the area.
Plantings shall be grouped
with plants of similar water
requirements.
Inspection of all structural
N4 - BMP
Property Management
and non- structural BMP's.
Varies by BMP.
Maintenance
Association
Scheduling of required
Annually at a
cleaning and maintenance
minimum (prior to
activities. BMP inspection and
the rainy season).
any resulting maintenance
activity shall be performed at
regular intervals as part of
the overall Landscape
Management program, and
prior to the start of the rainy
season.
The Picerne Group Section V
North OC Priority WQMP Template August 17 2011 Page 31
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Comply with all applicable
NS - Title 22 CCR
Property Management
local water quality
Ongoing. Review
Compliance
Association
ordinances. The local
and revise annually,
jurisdiction (City), under
and as needed.
local water quality
ordinances, have authority
to ensure clean stormwater
discharges from areas of
concern to public
properties.
Comply with State regulations
N9 - Hazardous
Property Management
dealing with hazardous materials,
Ongoing. Review
Materials
Association
enforced by the City on behalf of
and revise annually,
Disclosure
the State. Hazardous materials
and as needed.
Compliance
shall either be placed in an
enclosure that prevents contact
with runoff or is protected by a
secondary containment structure
such as a berm, dyke, or curb.
Any storage area containing
hazardous materials shall be
paved and sufficiently impervious
to contain any leaks and/or spills.
Storage areas containing
hazardous materials shall have a
roof or awning to minimize direct
precipitation and collection of
stormwater within the secondary
containment area. Any
stormwater retained within the
containment area shall be
disposed of in accordance with
the applicable hazardous material
disposal ordinances.
Hazardous materials shall be
disposed of at the nearest Hazard
Materials Disposal Center. CASQA
BMP Handbook SC-34 and SC-60
shall be used as a resource when
developing applicable hazardous
material cleanup and prevention
strategies.
Comply with Article 80 of the
N10 Uniform
Property Management
Uniform Fire Code enforced
Ongoing. Review
Fire Code
Association
by the fire protection agency.
and revise annually,
Implementation
and as needed.
Good housekeeping practices
N11 - Common
Property Management
shall be adhered to that aim
Ongoing. Review
Area Litter
Association
to minimize litter and trash
and revise annually,
Control
production on the site. Good
and as needed.
housekeeping practices
include but are not limited to:
covering storage areas, using
drip pans or absorbent
The Picerne Group Section V
North OC Priority WQMP Template August 17 2011 Page 32
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
materials when working with
oils/greases, checking storage
containers regularly for leaks
or damage, regular sweeping
and clean-up of trash storage
and recycling areas, and
regular clean-up of loose
trash and debris around site.
Provide employee training /
N12 - Employee
Property Management
education information to
Employee training
Training
Association
janitorial, maintenance,
shall take place at a
landscaping, and other staff for
minimum at the time
activities that may impact water
of hiring, and annually
quality. Educational materials
thereafter.
will utilize brochures obtained
from the City, County and State
resources Public Education
Materials is available in
Attachment A of this WQMP.
Conduct regular inspection,
N14 - Common
Property Management
cleaning, and maintenance of
At minimum 2-times
Area Catch
Association
common area catch basins.
per year, both before
Basin
Cleaning and maintenance
the rainy season and
Inspection
activities may include removal of
after at least one
trash, sediment, debris, or other
major storm to check
deleterious material from the
for standing water.
catch basin. Catch basins shall be
Adjust inspection
visually inspected for illegal
schedule as
dumping. If illegal dumping has
needed.
occurred the proper authorities
shall be notified as soon as
practicable.
N15 - Street
Property Management
Provide vacuum sweeping for
At minimum 2-
Sweeping Private
Association
paved areas. Sweeping
times per year, both
Streets and
operations shall be performed
before the rainy
Parking Lots
during dry weather. CASQA
season and after at
BMP Handbook SC- 43 and
least one major
SC-70 shall be used as a
storm to check for
resource for determining the
standing water.
frequency and procedures for
Adjust inspection
providing vacuum sweeping
schedule as
of the paved areas.
Sweeping and/or spraying of
needed.
permeable paver areas is not
recommended as it tends to
move the sediment rather
than remove it. Also,
sweeping and spraying may
move the sediment deeper
into the surface openings,
making them more difficult to
remove.
The Picerne Group Section V
North OC Priority WQMP Template August 17 2011 Page 33
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
S1 - Provide storm
drain system
stenciling and
signage
Property Management
Association
Provide stenciling that is easily
visible on or near each catch
basin. Stenciling shall provide a
brief statement, which prohibits
the dumping of improper
materials into the storm drain.
Stenciling shall be
inspected annually
and maintained or
repainted as
needed.
S3 - Design
All trash enclosure areas shall
During
and construct
Owner then Property
be paved with an impervious
design/construction
trash and
Management
surface, designed not to allow
activities. Ongoing
waste storage
Association
run-on from adjoining areas,
inspection and
areas to
designed to divert drainage
maintenance
reduce
from adjoining roofs and
thereafter.
pollution
pavements around the area,
introduction
screened or walled to prevent
off- site transport of trash, and
shall include solid roofing or
an awning to prevent direct
precipitation. Trash area
drains to the storm drain
system is prohibited.
Implement irrigation
During
S4 - Use
Owner then Property
methods to minimize runoff
design/constructio
efficient
Management
of excess irrigation water
n activities.
irrigation
Association
across impervious surfaces
Ongoing inspection
systems &
and into the stormwater
and maintenance
landscape
conveyance system.
thereafter.
design, water
Such measures include
conservation,
employing rain -triggered
smart
shutoff devices to eliminate or
controllers, and
reduce irrigation during and
source control
immediately after
precipitation, using mulches
(such as wood chips) to
minimize sediment in runoff
and to maintain soil
infiltration capacity, and
coordinating design of the
irrigation system and
landscape to minimize
overspray and runoff.
Irrigation systems should
consider the use of flow
reducers or shutoff valves
triggered by a pressure drop
to control water loss in the
event of broken sprinkler
heads or water supply lines.
Water conservation devices
such as programmable
irrigation timers, drip
irrigation, and soil moisture
sensors should also be
considered.
The Picerne Group Section V
North OC Priority WQMP Template August 17 2011 Page 34
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Protect slopes, channels, and
energy dissipation devices so
function is maintained. The
potential for erosion of slopes
Regular inspection
and/or channels shall be
and any resulting
minimized by incorporating
maintenance of
S5 - Protect
the following BMP's, as
slopes, channels,
slopes and
Property Management
applicable: immediate
and energy
channels and
Association
stabilization of disturbed
dissipation devices
provide energy
slopes; vegetate slopes with
shall be on- going
dissipation
native or drought tolerant
and part of the
vegetation; control and treat
overall
flows in landscaping prior to
Landscape/Site
reaching existing natural
Management
drainage system.
program.
The Picerne Group Section V
North OC Priority WQMP Template August 17 2011 Page 35
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Section VI BMP Exhibit (Site Plan)
VIA BMP Exhibit (Site Plan)
Include a BMP Exhibit (Site Plan), at a size no less than 24" by 36," which includes the following minimum information:
• Insert in the title block (lower right hand corner) of BMP Exhibit: the WQMP Number (assigned by staff) and the grading/building or Planning Application permit numbers • Project location (address, tract/lot number(s), etc.) • Site boundary
• Land uses and land covers, as applicable
• Suitability/feasibility constraints
• Structural BMP locations
• Drainage delineations and flow information
• Delineate the area being treated by each structural BMP • GIS coordinates for LID and Treatment Control BMPs
• Drainage connections
• BMP details
• Preparer name and stamp
Please do not include any areas outside of the project area or any information not related to drainage or water quality. The approved BMP Exhibit (Site Plan) shall be submitted as a plan sheet on all grading and building plan sets submitted for plan check review and approval. The BMP Exhibit shall be at the same size as the rest of the plan sheets in the submittal and shall have an approval stamp and signature prior to plan check submittal.
VI.2 Submittal and Recordation of Water Quality Management Plan Following approval of the Final Project -Specific WQMP, three copies of the approved WQMP (including BMP Exhibit, Operations and Maintenance (O&M) Plan, and Appendices) shall be submitted. In addition, these documents shall be submitted in a PDF format.
Each approved WQMP (including BMP Exhibit, Operations and Maintenance (O&M) Plan, and Appendices) shall be recorded in the Orange County Clerk -Recorder's Office, prior to close-out of grading and/or building permit. Educational Materials are not required to be included.
The Picerne Group Section VI
North OC Priority WQMP Template August 17 2011 Page 36
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Section VII Educational Materials
Refer to the Orange County Stormwater Program (ocwatersheds.com) for a library of materials available. Please only attach the educational materials specifically applicable to this project. Other materials specific to the project may be included as well and must be attached.
Education Materials
Residential Material
Check If
Business Material
Check If
( http://www.ocwatersheds.com)
Applicable
( http://www.ocwatersheds.com)
Applicable
The Ocean Begins at Your Front Door
®
Tips for the Automotive Industry
❑
Tips for Car Wash Fund-raisers
❑
Tips for Using Concrete and Mortar
Tips for the Home Mechanic
❑
Tips for the Food Service Industry
Homeowners Guide for Sustainable
®
Proper Maintenance Practices for Your
Water Use
Business
Household Tips
®
Other Material
Check If
Attached
Proper Disposal of Household
®
Hazardous Waste
Recycle at Your Local Used Oil
®
❑
Collection Center (North County)
Recycle at Your Local Used Oil
❑
❑
Collection Center (Central County)
Recycle at Your Local Used Oil
❑
❑
Collection Center (South County)
Tips for Maintaining a Septic Tank
❑
❑
System
Responsible Pest Control
®
❑
Sewer Spill
®
❑
Tips for the Home Improvement
®
❑
Projects
Tips for Horse Care
❑
❑
Tips for Landscaping and Gardening
®
❑
Tips for Pet Care
®
❑
Tips for Pool Maintenance
®
❑
Tips for Residential Pool, Landscape
®
❑
and Hardscape Drains
Tips for Projects Using Paint
®
❑
The Picerne Group Section VI
North OC Priority WQMP Template August 17 2011 Page 37
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Attachment A
Educational Materials
The Picerne Group Section VII
North OC Priority WQMP Template August 17 2011 Page 38
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The Pollution Solution
Several residential activities can result in water pollution. Among these activities are car washing and hosing off driveways and sidewalks. Both activities can waste water and result in excess runoff. Water conservation methods described in this pamphlet can prevent considerable amounts of runoff and conserve water. By taking your car to a commercial car wash and by sweeping driveways and sidewalks, you can further prevent the transport of pollutants to Orange County waterways. Here are some of the common pollutants for which you can be part of the solution:
Pesticides and Fertilizer
• The same pesticides
that are designed to be toxic to
pests can have an equally lethal
impact on our marine life. The
same fertilizer that promotes plant
growth in lawns and gardens
can also create nuisance algae
blooms, which remove oxygen
from the water and clog waterway i
when it decomposes.
III= -Never use pesticides or fertilizer within 48
ours o an anticipated rainstorm. Use only as much
as is directed on the label and keep it off driveways and sidewalks.
Dirt and Sediment
• • • Dirt or sediment can impede the flow of the
stormwater and negatively impact stream habitat as it
travels through waterways and deposits downstream.
Pollutants can attach to sediment, which can then be
transported through our waterways.
Solution:Protect dirt stockpiles by covering them with
tarps or secure plastic sheets to prevent wind or rain from allowing dirt or sediment to enter the storm drain system.
Met
• Metals and other toxins present in car wash
water can harm important plankton, which forms the base of the aquatic food chain.
• Take your car to a commercial car wash
where the wash water is captured and treated at a local wastewater treatment plant.
'V nln Vnlf KAlnW9
Did you know that most of the pollution found in our
waterways is not from a single source, but from a "non - point" source meaning the accumulation of pollution from residents and businesses throughout the community
Pet Waste
• Pet waste carries bacteria through
our watersheds and eventually will be washed
out to the ocean. This can pose a health risk to
swimmers and surfers.
• Pick up after your pets!
Trash and Debris
• — Trash and debris
can enter waterways by
wind, littering and careless y_
maintenance of trash
receptacles. Street sweeping`
collects some of this trash;
however, much of what isn't `
captured ends up in our storm
drain system where it flows untreated out to the
ocean.
Don't litter and make sure trash
containers are properly covered. It is far more
expensive to clean up the litter and trash that ends
up in our waterways than it is to prevent it in the
first place. Come out to one of Orange County's
many locations for Coastal and Inner -Coastal
Cleanup Day, which is held in September.
Motor Oil 1 Vehicle Fluids
• !"'" Oil and petroleum products from our
vehicles are toxic to people, wildlife and plants.
Wom
Wourivc
Fix any leaks hicle and 4.0
keep the maintenance `
up on your car. Use
absorbent material such
as cat litter on oil spills,
then sweep it up and
dispose of it in the trash.
Recycle used motor oil
at a local Household Hazardous Waste Collection
Center.
R TERM EFFORT
The Orange County Stormwater Program has teamed with the Municipal Water District of Orange County (MWDOC) and the University of California Cooperative Extension Program (UCCE) to develop this pamphlet.
Low Impact Development (LID) and sustainable water use prevents water pollution and conserves water for drinking and reuse. Reducing your water use and the amount of water flowing from your home protects the environment and saves you money.
Thank you for making water protection
a priority!
For more information,
please visit
www.ocwatersheds .
com/publiced/
www.mwdoc.com
www.uccemg.com
T P E&u ..w ortl
Oran, r-w s[omiw-f,,—
Yaheid tin,+ed Wnn InformNon,
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To report a spill, call the Orange County 24-Hour Water Pollution Prevention Reporting Hotline
at 1-87?-89-SPILL \ (1-8?`?-89P-7455)
Special Thanks to
The City of Los Rngetes Stormwater Program for the use of its artwork The Metropolitan Water District of Southern California for the use of the Catifornia- Friendly Plant and native Habitat photos
P R 0 J E C T MUNICIPAL WAT
Palt4 IO,A OI5�E T , • WOF ERICT
R
P R E VEN TAN U tF ,ma ORANGE
COUNTY
ME
RunOFF, RAinLUATER AnD REUSE
Where Does Water Runoff Go?
Stormwater, or water from rainfall events, and runoff from outdoor water use such as sprinklers and hoses flows from homes directly into catch basins and the storm drain system. After entering the storm drain, the water flows untreated into streams, rivers, bays and ultimately the Pacific Ocean. Runoff can come from lawns, gardens, driveways, sidewalks and roofs. As it flows over hard, impervious surfaces, it picks up pollutants.
Some pollutants carried by the water runoff include trash, pet waste, pesticides, fertilizer, motor oil and more.
etc., there is less land to take in'
can flow.
_and other outdoor uses. Reusing rainwater to irrigate our lawn not drift of water pollution from runoff, but it also is a great way to conserve our precious water resources and replenish our groundwater basik74 _- -- -� - hydrologic character of an area. LID provides a more sustainable and pollution -preventative"^ �' approach to water management.
New water quality regulations require implementation of LID in larger new developments and - encourage implementation of LID and other sustainable practices in existing residential areal Implementing modifications to your lawn or garden can reduce pollution in our environment, conserve — Perm'eablapavement allows water runoff to ifrltrate through the soil
water and reduce your water bill. and prevents most pollutants from reaching the storm drain system.
_.V_ --
OPTIonS FOR RAinwATER
HARVESTinG AnD REUSE
Rainwater harvesting is a great way to save
money, prevent pollution and reduce potable
water use. To harvest your rainwater, simply
redirect the runoff from roofs and downspouts to rain barrels.
Rain gardens are another option; these reduce runoff as well as encourage infiltration.
Downspout
Disconnection/Redirection
Disconnecting downspouts
from pipes running to the gutter
prevents runoff from transporting
pollutants to the storm drain.
Once disconnected, downspouts
can be redirected to rain gardens
or other vegetated areas, or be
connected to a rain barrel.
Rain Barrels
Rain barrels capture rainwater
flow from roofs for reuse in
landscape irrigation. Capacity
of rain barrels needed for your
home will depend on the amount
of roof area and rainfall received.
When purchasing your rain barrel,
make sure it includes a screen, a
spigot to siphon water for use, an
overflow tube to allow for excess
Rain Gardens
Rain gardens allow runoff to be directed from your roof downspout into a landscaped area. Vegetation and rocks in the garden will slow the flow of water to allow for infiltration into the soil. Plants and soil particles will absorb pollutants from the roof runoff. By utilizing a native plant palate, rain gardens can be maintained all year with minimal additional irrigation.
These plants are adapted to the semi -arid climate of Southern California, require less water and can reduce your water bill. water to run out and a connector if
you wish to connect multiple barrels to add capacity of water ` storage.
Mosquito growth prevention is very important when installing a rain barrel. The best way to prevent mosquito breeding is to eliminate entry points by ensuring all openings are sealed tightly. If these methods are unsuccessful, products are available to kill mosquito larvae, but that are harmless to animals and humans. Regular application of these products is essential. Please visit the Orange County Vector Control website for more information at
www.ocvcd.org/mosquitoes3.php .
Before modifying your yard to install a rain
garden, please consult your local building and/or
planning departments to ensure your garden plan
follows pertinent building codes and ordinances.
Besides codes and ordinances, some home
owner associations also have guidelines for yard
modifications. If your property is in hill areas
or includes engineered slopes, please seek
professional advice before proceeding
with changes.
For information on how to disconnect a
downspout or to install and maintain a
rain barrel or rain garden at your home,
please see the Los Angeles Rainwater
Harvesting Program, A Homeowner's
"How -To" Guide, November 2009 at
www.larainwaterharvesting.org/
�yj��fr�
\ l d t u i n r
r a r y
OTHER WATER COf1SERVATIon Am IRRIGATE
POLLUTIon PREVEnTlon TECHnIQUES EFFICIEnTLY
Native Vegetation and Maintenance
"California Friendly" plants or native vegetation can significantly reduce water use. These plants often require far less fertilizers and pesticides, which are two significant pollutants found in Orange County waterways. Replacing water "thirsty" plants and grass types with water efficient natives is a great way to save water and reduce the need for potentially harmful pesticides and fertilizer.
Please see the California Friendly Garden Guide produced by the Metropolitan Water District of Southern California and associated Southern California Water Agencies for a catalog of California friendly plants and other garden resources at
www.bewaterwise.com/Gardensoft .
Weed Free Yards "' keep
Weeds are water thieves.
They often reproduce quickly
and rob your yard of boththe water the)
water and nutrients. Weed Pr minutesof
your yard by hand if possible. sprinklers; W2
If you use herbicides to lawn, you
control the weeds, use only towater your
the amount recommended on Water at Sun
the label and never use it if will reduce w,�
rain is forecast within the next Additionally,
48 hours. mortitia so t1t
Soil Amendments
Soil amendments such as green waste (e.g. grass clippings, Water by hand compost, etc.) can be a significant source of nutrients and can help considerensun
keep the soil near the roots of plants moist. However, they can amount waterin o
f wate
cause algal booms if they get into our waterways, which reduces runoff, which wi. the amount of oxygen in the water and impacts most aquatic into our waterw organisms. It is important to apply soil amendments more than 48 hours prior to predicted rainfall. Fix leaks
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Building
Grounds
Description
Stormwater runoff from building and grounds maintenance activities can be contaminated with toxic hydrocarbons in solvents, fertilizers and pesticides, suspended solids, heavy metals, abnormal pH, and oils and greases. Utilizing the protocols in this fact sheet will prevent or reduce the discharge of pollutants to stormwater from building and grounds
maintenance activities by washing and cleaning up with as little water as possible, following good landscape management
practices, preventing and cleaning up spills immediately, keeping debris from entering the storm drains, and maintaining the stormwater collection system.
Approach
Reduce potential for pollutant discharge through source control pollution prevention and BMP implementation. Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives.
Pollution Prevention
■ Switch to non -toxic chemicals for maintenance when
possible.
■ Choose cleaning agents that can be recycled.
■ Encourage proper lawn management and landscaping,
including use of native vegetation.
E
Objectives
■ Cover
■ Contain.
■ Educate
■ Reduce/Minimize
■ Product Substitution
Targeted Constituents
Sediment
✓
Nutrients
✓
Trash
Metals
✓
Bacteria
✓
Oil and Grease
Organics
January 2003 California Stormwater BMP Handbook 1 of 5
Industrial and Commercial www.cabmphandbool,s.com
® Encourage use of Integrated Pest Management techniques for pest control. ® Encourage proper onsite recycling of yard trimmings.
® Recycle residual paints, solvents, lumber, and other material as much as possible.
Suggested Protocols
Pressure Washing of Buildings, Rooftops, and Other Large Objects ® In situations where soaps or detergents are used and the surrounding area is paved, pressure washers must use a water collection device that enables collection of wash water and associated solids. A sump pump, wet vacuum or similarly effective device must be used to collect the runoff and loose materials. The collected runoff and solids must be disposed of properly.
■ If soaps or detergents are not used, and the surrounding area is paved, wash runoff does not have to be collected but must be screened. Pressure washers must use filter fabric or some other type of screen on the ground and/or in the catch basin to trap the particles in wash water runoff.
■ If you are pressure washing on a grassed area (with or without soap), runoff must be dispersed as sheet flow as much as possible, rather than as a concentrated stream. The wash runoff must remain on the grass and not drain to pavement.
Landscaping Activities
e Dispose of grass clippings, leaves, sticks, or other collected vegetation as garbage, or by composting. Do not dispose of collected vegetation into waterways or storm drainage systems.
■ Use mulch or other erosion control measures on exposed soils.
Building Repair, Remodeling, and Construction
■ Do not dump any toxic substance or liquid waste on the pavement, the ground, or toward a storm drain.
■ Use ground or drop cloths underneath outdoor painting, scraping, and sandblasting work, and properly dispose of collected material daily.
■ Use a ground cloth or oversized tub for activities such as paint mixing and tool cleaning. ■ Clean paintbrushes and tools covered with water -based paints in sinks connected to sanitary sewers or in portable containers that can be dumped into a sanitary sewer drain. Brushes and tools covered with non -water -based paints, finishes, or other materials must be cleaned in a manner that enables collection of used solvents (e.g., paint thinner, turpentine, etc.) for recycling or proper disposal.
■ Use a storm drain cover, filter fabric, or similarly effective runoff control mechanism if dust, grit, wash water, or other pollutants may escape the work area and enter a catch basin. This is particularly necessary on rainy days. The containment device(s) must be in place at the beginning of the work day, and accumulated dirty runoff and solids must be collected and disposed of before removing the containment device(s) at the end of the work day. 2 of 5 California Stormwater BMP Handbook ]anuary 2003
Industrial and Commercial
www.cabMDhandbool,s.com
® If you need to de -water an excavation site, you may need to filter the water before discharging to a catch basin or off -site. If directed off -site, you should direct the water through hay bales and filter fabric or use other sediment filters or traps. ■ Store toxic material under cover during precipitation events and when not in use. A cover would include tarps or other temporary cover material.
Mowing, Trimming, and Planting
■ Dispose of leaves, sticks, or other collected vegetation as garbage, by composting or at a permitted landfill. Do not dispose of collected vegetation into waterways or storm drainage systems.
■ Use mulch or other erosion control measures when soils are exposed. ■ Place temporarily stockpiled material away from watercourses and drain inlets, and berm or cover stockpiles to prevent material releases to the storm drain system. ■ Consider an alternative approach when bailing out muddy water: do not put it in the storm drain; pour over landscaped areas.
■ Use hand weeding where practical.
Fertilizer and Pesticide Management
■ Follow all federal, state, and local laws and regulations governing the use, storage, and disposal of fertilizers and pesticides and training of applicators and pest control advisors. ■ Use less toxic pesticides that will do the job when applicable. Avoid use of copper -based pesticides if possible.
■ Do not use pesticides if rain is expected.
■ Do not mix or prepare pesticides for application near storm drains. ■ Use the minimum amount needed for the job.
■ Calibrate fertilizer distributors to avoid excessive application. ■ Employ techniques to minimize off -target application (e.g., spray drift) of pesticides, including consideration of alternative application techniques. ■ Apply pesticides only when wind speeds are low.
■ Fertilizers should be worked into the soil rather than dumped or broadcast onto the surface. ■ Irrigate slowly to prevent runoff and then only as much as is needed. ■ Clean pavement and sidewalk if fertilizer is spilled on these surfaces before applying irrigation water.
■ Dispose of empty pesticide containers according to the instructions on the container label.
January 2003 California Stormwater BMP Handbook 3 of 5
Industrial and Commercial
www.cabmphandbooks.com
Use up the pesticides. Rinse containers, and use rinse water as product. Dispose of unused pesticide as hazardous waste.
m Implement storage requirements for pesticide products with guidance from the local fire department and County Agricultural Commissioner. Provide secondary containment for pesticides.
Inspection
m Inspect irrigation system periodically to ensure that the right amount of water is being applied and that excessive runoff is not occurring. Minimize excess watering and repair leaks in the irrigation system as soon as they are observed.
Training
■ Educate and train employees on pesticide use and in pesticide application techniques to prevent pollution.
■ - Train employees and contractors in proper techniques for spill containment and cleanup. s Be sure the frequency of training takes into account the complexity of the operations and _the nature of the staff.
Spill Response and Prevention
■ IZeep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. m Place a stockpile of spill cleanup materials, such as brooms, dustpans, and vacuum sweepers (if desired) near the storage area where it will be readily accessible. ■ Have employees trained in spill containment and cleanup present during the loading/unloading of dangerous wastes, liquid chemicals, or other materials. m Familiarize employees with the Spill Prevention Control and Countermeasure Plan. ■ Clean up spills immediately.
Other Considerations
Alternative pest/weed controls may not be available, suitable, or effective in many cases.
Requirements
Costs
■ Cost will vary depending on the type and size of facility. ■ Overall costs should be low in comparison to other BMPs.
Maintenance
Sweep paved areas regularly to collect loose particles. Wipe up spills with rags and other absorbent material immediately, do not hose down the area to a storm drain. 4 of 5 California Stormwater BMP Handbook January 2003
Industrial and Commercial
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Supplemental anformatlon
Further Detail of'the BMP
Fire Sprinkler Line Flushing
Building fire sprinkler line flushing may be a source of non-stormwater runoff pollution. The water entering the system is usually potable water, though in some areas it may be non -potable reclaimed wastewater. There are subsequent factors that may drastically reduce the quality of the water in such systems. Black iron pipe is usually used since it is cheaper than potable piping, but it is subject to rusting and results in lower quality water. Initially, the black iron pipe has an oil coating to protect it from rusting between manufacture and installation; this will contaminate the water from the first flush but not from subsequent flushes. Nitrates, poly- phosphates and other corrosion inhibitors, as well as fire suppressants and antifreeze may be added to the sprinkler water system. Water generally remains in the sprinkler system a long time (typically a year) and between flushes may accumulate iron, manganese, lead, copper, nickel, and zinc. The water generally becomes anoxic and contains living and dead bacteria and breakdown products from chlorination. This may. result in a significant BOD problem and the water often smells. Consequently dispose fire sprinkler line flush water into the sanitary sewer.
Do not allow discharge to storm drain or infiltration due to potential high levels of pollutants in fire sprinkler line water.
References and Resources
California's Nonpoint Source Program Plan b=:// www.swrcb.ca.gov/Lips/ index.html Clark County Storm Water Pollution Control Manual
hLtp:// www.co.clark.wa.us/pubworlcs/bmpman.pdf
King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/spcm.htm Mobile Cleaners Pilot Program: Final Report. 1997. Bay Area Stormwater Management Agencies Association(BASMAA). h=:// www.basmaa.ore/
Pollution from Surface Cleaning Folder. 1996. Bay Area Stormwater Management Agencies Association (BASMAA). htW:// www.basmaa.org/
Santa Clara Valley Urban Runoff Pollution Prevention Program htw:// www.scvurppp.org The Storm Water Managers Resource Center htW:// www.stonnwatereenter.net/ January 2003 California Stormwater BMP Handbook 5 of 5
.Industrial and Commercial
www.cabmi)handbool,s.com
Parking/Storage Area Maintenance SC-43
Objectives
■ Cover
■ Contain
■ Educate
■ Reduce/Minimize
■ Product Substitution
Targeted Constituents
Description
sediment
Parking lots and storage areas can contribute a number of Nutrients
substances, such as trash, suspended solids, hydrocarbons, oil Trash
✓
and grease, and heavy metals that can enter receiving waters Metals
✓
through stormwater runoff or non-stormwater discharges. The Bacteria
protocols in this fact sheet are intended to prevent or reduce the Oil and Grease
✓
discharge of pollutants from parking/storage areas and include Organics
✓
using good housekeeping practices, following appropriate cleaning BMPs, and training employees.
Approach
The goal of this program is to ensure stormwater pollution prevention practices are considered when conducting activities on or around parking areas and storage areas to reduce potential for pollutant discharge to receiving waters, Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives.
.Pollution Prevention
■ Encourage alternative designs and maintenance strategies for impervious parking lots. (See New Development and
Redevelopment BMP Handbook)
■ Keep accurate maintenance logs to evaluate BMP
implementation. S G A
Calffornla
Starmwater
Quality
^%$Odatlon
January 2003 California 5t'ormwater SMP Handbook ] of 4 Industrial and Commercial
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ri
SC-43 Parking/Storage Area Maintenance
Suggested Protocols
General
■ Keep the parking and storage areas clean and orderly. Remove debris in a timely fashion. a Allow sheet runoff to flow into biofilters (vegetated strip and swale) and/or infiltration devices.
■ Utilize sand filters or oleophilic collectors for oily waste in low quantities. ■ Arrange rooftop drains to prevent drainage directly onto paved surfaces. ■ Design lot to include semi -permeable hardscape.
■ Discharge soapy water remaining in mop or wash buckets to the sanitary sewer through a sink, toilet, clean -out, or wash area with drain.
Controlling Litter
■ Post "No Littering" signs and enforce anti -litter laws. ■ Provide an adequate number of litter receptacles.
Clean out and cover litter receptacles frequently to prevent spillage. ■ Provide trash receptacles in parking lots to discourage litter. ■ Routinely sweep, shovel, and dispose of litter in the trash.
Surface Cleaning
■ Use dry cleaning methods (e.g., sweeping, vacuuming) to prevent the discharge of pollutants into the stormwater conveyance system if possible.
a Establish frequency of public parking lot sweeping based on usage and field observations of waste accumulation.
■ Sweep all parking lots at least once before the onset of the wet season. ■ Follow the procedures below if water is used to clean surfaces:
- Block the storm drain or contain runoff.
- Collect and pump wash water to the sanitary sewer or discharge to a pervious surface.
Do not allow wash water to enter storm drains.
- Dispose of parking lot sweeping debris and dirt at a landfill. ■ Follow the procedures below when cleaning heavy oily deposits:
- Clean oily spots with absorbent materials.
- Use a screen or filter fabric over inlet, then wash surfaces. 2 of 4 California Stormwater BMP Handbook January 2003
Industrial and Commerclal
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Parking/Storage Area Maintenance SC-43
- Do not allow discharges to the storm drain.
Vacuum/pump discharges to a tank or discharge to sanitary sewer. - Appropriately dispose of spilled materials and absorbents.
Surface Repair
a preheat, transfer or load hot bituminous material away from storm drain inlets. ■ Apply concrete, asphalt, and seal coat during dry weather to prevent contamination from contacting stormwater runoff.
■ Cover and seal nearby storm drain inlets where applicable (with waterproof material or mesh) and manholes before applying seal coat, slurry seal, etc. Leave covers in place until job is complete and all water from emulsified oil sealants has drained or evaporated. Clean any debris from these covered manholes and drains for proper disposal. ■ Use only as much water as necessary for dust control, to avoid runoff. ■ Catch drips from paving equipment that is not in use with pans or absorbent material placed under the machines. Dispose of collected material and absorbents properly.
Inspection
■ Have designated personnel conduct inspections of parking facilities and stormwater conveyance systems associated with parking facilities on a regular basis. ■ Inspect cleaning equipment/sweepers for leaks on a regular basis.
Training
■ Provide regular training to field employees and/or contractors regarding cleaning of paved areas and proper operation of equipment.
w Train employees and contractors in proper techniques for spill containment and cleanup.
Spill Response and Prevention
Keep your Spill Prevention Control and Countermeasure (SPCA plan up-to-date. ■ Place a stockpile of spill cleanup materials where it will be readily accessible or at a central location.
■ Clean up fluid spills immediately with absorbent rags or material. ■ Dispose of spilled material and absorbents properly.
Other Considerations
Limitations related to sweeping activities at large parking facilities may include high equipment costs, the need for sweeper operator training, and the inability of current sweeper technology to remove oil and grease.
lanuary 2003 california Stormwater BMP Handbook 3 of 4
Industrial and Commerclal
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C-43 Parking/Storage Area Maintenance
Requirements
Casts
Cleaning/sweeping costs can be quite large. Construction and maintenance of stormwater structural controls can be quite expensive as well.
Maintenance
■ Sweep parking lot regularly to minitnize cleaning with water. ■ Clean out oil/water/sand separators regularly, especially after heavy storms. ■ Clean parking facilities regularly to prevent accumulated wastes and pollutants from being discharged into conveyance systems during rainy conditions.
Supplemental Information
F'urther Detail of the BMP
Surface Repair
Apply concrete, asphalt, and seal coat during dry weather to prevent contamination from contacting stormwater runoff. Where applicable, cover and seal nearby storm drain inlets (with waterproof material or mesh) and manholes before applying seal coat, slurry seal, etc. Leave covers in place until job is complete and all water from emulsified oil sealants has drained or evaporated. Clean any debris from these covered manholes and drains for proper disposal.
Only use only as much water as is necessary for dust control to avoid runoff.
References and Resources
California's Nonpoint Source Program Plan http;// www.swreb.ca.g4v/nDss/index.htmI Clark County Storm Water Pollution Control Manual
http://vvww.co.clark.wa.us/pubworks/bmpman.pdf
King County Storm Water Pollution Control Manual httn:/Idnr.metrokc.gov/wlr/dss/spem.htm Pollution from Surface Cleaning Polder. 71996. Bay Area Stortnwater Management Agencies Association (BASMAA). http://www.basmaa.orgi
Oregon Association of Clean Water Agencies. Oregon Municipal Stormwater Toolbox for Maintenance Practices. June 1998.
Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvur The Storm Water Managers Resource Center http://www.sto.rmw.atercenter.net/ 4 of 4 California 5tormwater BMP Handbook January 2003
Industrial and Commercial
www.cabmphandbooks.corn
Description
.As a consequence of its function, the stormwater conveyance system collects and transports urban runoff and stormwater that may contain certain pollutants. The protocols in this fact sheet are intended to reduce pollutants reaching receiving waters through proper conveyance system operation and maintenance.
Approach
Pollution Prevention
Maintain catch basins, stormwater inlets, and other stormwater conveyance structures on a regular basis to remove pollutants, reduce high pollutant concentrations during the first flush of storms, prevent clogging of the downstream conveyance system, restore catch basins' sediment trapping capacity, and ensure the system functions properly hydraulically to avoid flooding.
Suggested Protocols
Catch Basins/InletStructures
m Staff should regularly inspect facilities to ensure compliance with the following:
- Immediate repair of any deterioration threatening
structural integrity.
- Cleaning before the sump is 40% full. Catch basins
should be cleaned as frequently as needed to meet this
standard.
- Stenciling of catch basins and inlets (see SC34 Waste Handling and Disposal).
Objectives
z Reduce/Minimize
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Crease
Organics
1'
ifoi nu
`. 5brmwater
Duality
S Paociation
January 2003 California Storrhwater BMP Handbook 1 of 6 . Industrial and Commercial
SC-SC-44 Drainage Systems Maintenance
Clean catch basins; storm drain inlets, and other conveyance structures before the wet season to remove sediments and debris accumulated during the summer. ® Conduct inspections more frequently during the wet season for problem areas where sediment or trash accumulates more often. Clean and repair as needed. ■ Keep accurate logs of the number of catch basins cleaned.
Store wastes collected from cleaning activities of the drainage system in appropriate containers or temporary storage sites in a manner that prevents discharge to the storm drain.
® Dewater the wastes if necessary with outflow into the sanitary sewer if permitted, Water should be treated with an appropriate filtering device prior to discharge to the sanitary sewer. If discharge to the sanitary sewer is not allowed, water should be pumped or vacuumed to a tank and properly disposed. Do not dewater near a storm drain or stream.
Storm Drain Conveyance System
e Locate reaches of storm drain with deposit problems and develop a flushing schedule that keeps the pipe clear of excessive buildup,
■ Collect and pump flushed Pffluent to the sanitary sewer for treatment whenever possible.
Pump Stations
■ Clean all storm drain pump stations prior to the wet season to remove silt and trash:
® Do not allow discharge to reach the storm drain system when cleaning a storm drain pump station or other facility.
■ Conduct routine maintenance at each pump station.
■ Inspect, clean, and repair as necessary all outlet structures prior to the wet season.
Open Channel
■ Modify storm channel characteristics to improve channel hydraulics, increase pollutant removals, and enhance channel/creek aesthetic and habitat value.
Conduct channel modification/improvement in accordance with existing laws. Any person, government agency, or public utility proposing an activity that will change the natural (emphasis added) state of any river, stream, or lake in California, must enter into a Steam or Lake Alteration Agreement with the Department of Fish and Game, The developer -applicant should also contact local governments (city, county, special districts), other state agencies (SWB.CB, RWQCB, Department of Forestry, Department of Water Resources), and federal Corps of Engineers and USFWS.
Illicit Connections and Discharges
m Look for evidence of illegal discharges or illicit connections during routine maintenance of conveyance system and drainage structures:
_ Is there evidence of spills such as paints, discoloring, etc? 2 of 6 CaRfornia Stormwater BMP Handbook January 2003
Industrial and Commerdal
Drainage System aintenance SC-44
Are there any odors associated with the drainage system? Record locations of apparent illegal discharges/illicit connections? Track flows back to potential dischargers and conduct aboveground inspections. This can be done through visual inspection of upgradient manholes or alternate techniques including zinc chloride smoke testing, fluorometric dye testing, physical inspection testing, or television camera inspection.
Eliminate the discharge once the origin of flow is established, ® Stencil or demarcate storm drains, where applicable, to prevent illegal disposal of pollutants, Storm drain inlets should have messages such as "Dump No Waste Drains to Stream" stenciled next to them to warn against ignorant or intentional dumping of pollutants into the storm drainage system.
■ Refer to fact sheet SC-io Non-Stormwater Discharges.
Illegal Dumping
n Inspect and clean up hot spots and other storm drainage areas regularly where illegal - dumping and disposal occurs,
a Establish a system for tracking incidents. The system should be designed to identify the following:
- Illegal dumping hot spots
- Types and quantities (in some cases) of wastes
- Patterns in time of occurrence (time of day/night, month, or year) - Mode of dumping (abandoned containers, "midnight dumping" from moving vehicles, direct dumping of materials, accidents/spills)
- Responsible parties
■ Post "No Dumping" signs in problem areas with a phone number for reporting dumping and disposal. Signs should also indicate fines and penalties for illegal dumping. w Refer to fact sheet SC-10 Non-Stormwater Discharges.
Training
■ Train crews in proper maintenance activities, including record keeping and disposal. a Allow only properly trained individuals to handle hazardous materials/wastes, ® Have staff involved in detection and removal of illicit connections trained in the following:
OSHA -required Health and Safety Training (ag CFR 1910,120) plus annual refresher training (as needed),
January 2003 Callfornia Stormwater BMP Handbook 3 of 6
Industrial and Commercial
Drainage System Maintenance
- OSHA Confined Space Entry training (Cal -OSHA Confined Space, Title 8 and Federal OSHA. 29 CFR 1910.146).
Procedural training (field screening, sampling, smoke/dye testing, TV inspection).
Spill Response and Preuention
® Investigate all reports of spills, leaps, and/or illegal dumping promptly, A Clean up all spills and leaks using "dry" methods (with absorbent materials and/or rags) or dig up, remove, and properly dispose of contaminated soil. ■ Refer to fact sheet SC-11 Spill Prevention, Control, and Cleanup.
Other Considerations (Limitations and Regulations)
a Clean-up activities may create a slight disturbance for local aquatic species. Access to items and material on private property may be limited. Trade-offs may exist between channel hydraulics and water quality/riparian habitat. If storm channels or basins are recognized as wetlands, many activities, including maintenance, maybe subject to regulation and permitting.
a Storm drain flushing is most effective in small diameter pipes (36-inch diameter pipe or less, depending on water supply and sediment collection capacity). Other considerations associated with storm drain flushing may include the availability of a water source, finding a downstream area to collect sediments, liquid/sediment disposal, and prohibition against disposal of flushed effluent to sanitary sewer in some areas. ■ Regulations may include adoption of substantial penalties for illegal dumping and disposal. ■ Local municipal codes may include sections prohibiting discharge of soil, debris, refuse, hazardous wastes, and other pollutants into the storm drain system.
Requirements
Costs
■ An aggressive catch basin cleaning program could require a significant capital and O&M budget.
a The elimination of illegal dumping is dependent on the availability, convenience, and cost of alternative means of disposal. The primary cost is for staff time. Cost depends on how aggressively a program is implemented. Other cost considerations for an illegal dumping program include.-
- Purchase and installation of signs.
- Rental of vehicle(s) to haul illegally -disposed items and material to landfills. - RentaI of heavy equipment to remove larger items (e.g., car bodies) from channels.
Purchase of landfill space to dispose of illegally -dumped items and material. 4 of 6 Caf(forriia Stormwater BMP Handbook January 2003 TnriiicYrini and ["nmmprriai
Drainage System Maintenance C-44
s Methods used for illicit connection detection (smoke testing, dye testing, visual inspection, and flow monitoring) can be costly and tune -consuming. Site -specific factors; such as the level of impervious area, the density and ages of buildings, and type of land use will determine the level of investigation necessary.
Maintenance
• Two -person teams maybe required to clean catch basins with vactor trucks. u Teams of at least two people plus administrative personnel are required to identify illicit discharges, depending on the complexity of the storm sewer system. a Arrangements must be made for proper disposal of collected wastes. ti Technical staff are required to detect and investigate illegal dumping violations.
Supplemental Information
Further Detail of the EMP
Storm Drain Flushing
Flushing is a common maintenance activity used to improve pipe hydraulics and to remove - pollutants in storm drainage systems. Flushing may be designed to hydraulically convey accumulated material to strategic locations, such as an open channel, another point where flushing will be initiated, or the sanitary sewer and the treatment facilities, thus preventing resuspension and overflow of a portion of the solids during storm events. Flushing prevents "plug flow" discharges of concentrated pollutant loadings and sediments. Deposits can hinder the designed conveyance capacity of the storm drain system and potentially cause backwater conditions in severe cases of clogging.
Storm drain flushing usually takes place along segments of pipe with grades that are too flat to maintain adequate velocity to keep particles in suspension. An upstream manhole is selected to place an inflatable device that temporarily plugs the pipe. Further upstream, water is pumped into the line to create a flushing wave. When the upstream reach of pipe is sufficiently full to cause a flushing wave, the inflated device is rapidly deflated with the assistance of a vacuum pump, thereby releasing the backed up water and resulting in the cleaning of the storm drain segment.
To further reduce impacts of stormwater pollution, a second inflatable device placed well downstream maybe used to recollect the water after the force of the flushing wave has dissipated. A pump may then be used to transfer the water and accumulated material to the sanitary sewer for treatment: In some cases, an interceptor structure may be more practical or required to recollect the flushed waters.
It has been found that cleansing efficiency of periodic flush waves is dependent upon flush volume, flush discharge rate, sewer slope, sewer length, sewer flow rate, sewer diameter, and population density. As a rule of thumb, the length of line to be flushed should not exceed boo feet. At this maximum recommended length, the percent removal efficiency ranges between 65- 75% for organics and g5-6596 for dry weather grit/inorganic material. The percent removal efficiency drops rapidly beyond that. Water is commonly supplied by a water truck, but fire hydrants can also supply water. To make the best use of water, it is recommended that reclaimed water be used or that fire hydrant line flushing coincide with storm sewer flushing.
January 2063 Catlfornia Stormwater BMP Handbook 5 of 6
Industrial and Commercial
aos:-.a��..-:.,.,v.,.ao�:,-c.—K.r-_,.ar.z:.-r_nrr.�-rvr: _-c,,.�.r�, r�-a,....;n�.:-_.•�.�r:•._.x�e..—�.-:.:.....r...�a-.__�:: i:::.,.c��r:....r.r_: :... _--r ..ray References and Resources
California's Nonpoint Source Program Plan hM:// www.swrch.ca.gov/Lips/index.btml Clark County Storm Water Pollution Control Manual
http://www.co.clarl(.wa.us/dub orks_%bmumanpdf
Ferguson, B.K. 1991. Urban Stream Reclamation, p. 324-322, Journal of Soil and Water Conservation.
f
King County Storm Water Pollution Control Manual htta: //dnr.metrokc.gpv/wlrf dss f spc n.htm Oregon Association of Clean Water Agencies. Oregon Municipal Storrawater Toolbox for Maintenance Practices. ,tune 1998.
Santa Clara Valley Urban Runoff Pollution Prevention Program h ; j/ www.scvurPpn.org The Storm Water Managers Resource Center htW://wwwst-ormw-&tercenter.net United States Environmental Protection Agency (USEPA). 2002. Pollution Prevention/Good Housekeeping for Municipal Operations Storm Drain System Cleaning. On line: - http: f f www.epa.gov/npdes1menuofbmpsJpoll 15 htm
6 of 6 California Stormwater BMP Handbook January 2003
Industrial and Commercial
Housekeeping
Description
Objectives
Promote efficient and safe housekeeping practices (storage, use, ® Cover
and cleanup) when handling potentially harmful materials such ■ Contain
as fertilizers, pesticides, cleaning solutions, paint products, a Educate
automotive products, and swimming pool chemicals. Related information is provided in BMP fact sheets SC-v Spill
■ Reduce/Minimize
Prevention, Control & Cleanup and SC-34 Waste Handling & ■ Product Substitution
Disposal.
Approach
Pollution .Prevention
■ Purchase only the amount of material that will be needed for foreseeable use. In most cases this will result in cost savings in both purchasing and disposal. See SC-61 Safer Alternative Products for additional information.
■ Be aware of new products that may do the same job with less environmental risk and for less or the equivalent cost Total Targeted Constituents
cost must be used here; this includes purchase price,
Sediment
transportation costs, storage costs, use related costs, clean up ients
Nutrients
costs and disposal costs.
Trash Q
Suggested Protocols
Metals Q
General
Bacteria Q
Oil and Grease Q
■ Keep work sites clean and orderly. Remove debris in a timely Organics Q
fashion. Sweep the area.
oxygen Demanding Q
■ Dispose of wash water, sweepings, and sediments, properly. m Recycle or dispose of fluids properly.
■ Establish a daily checklist of office, yard and plant areas to confirm cleanliness and adherence to proper storage and security. Specific employees should be assigned specific inspection responsibilities and given the authority to remedy any problems found.
■ Post waste disposal charts in appropriate locations detailing for each waste its hazardous nature (poison, corrosive, flammable), prohibitions on its disposal (dumpster, drain, sewer) and the recommended disposal method (recycle,
sewer, burn, storage, landfill).
■ Summarize the chosen BMPs applicable to your operation and post them in appropriate conspicuous places.
January 2003 California Stormwater BMP Handbook 1 of 3
Municipal
a Housekeeping Practices
® Require a signed checklist from every user of any hazardous material detailing amount taken, amountused, amount returned and disposal of spent material. ■ Do a before audit of your site to establish baseline conditions and regular subsequent audits to note any changes and whether conditions are improving or deteriorating. ■ Keep records of water, air and solid waste quantities and quality tests and their disposition. ■ Maintain amass balance of incoming outgoing and on hand materials so you know when there are unknown losses that need to be tracked down and accounted for. ■ Use and reward employee suggestions related to BMPs, hazards, pollution reduction, work place safety, cost reduction, alternative materials and procedures, recycling and disposal. ■ Have, and review regularly, a contingency plan for spills, leaks, weather extremes etc. Make sure all employees know about it and what their role is so that it comes into force automatically.
Training
■ Train all employees, management, office, yard, manufacturing, field and clerical in BMPs and pollution prevention and make them accountable.
■ Train municipal employees who handle potentially harmful materials in good housekeeping practices.
■ Train personnel who use pesticides in the proper use of the pesticides. The California Department of Pesticide Regulation license pesticide dealers, certify pesticide applicators and conduct onsite inspections.
■ Train employees and contractors in proper techniques for spill containment and cleanup.
The employee should have the tools and knowledge to immediately begin cleaning up a spill if one should occur.
spill Response and Prevention
■ Refer to SC-n., Spill Prevention, Control & Cleanup.
■ Keep your Spill Prevention Control and Countermeasure (SPCC) plant up-to-date, and implement accordingly.
■ Have spill cleanup materials readily available and in a known location. ■ Cleanup spills immediately and use dry methods if possible. ■ Properly dispose of spill cleanup material.
Other Considerations
■ There are no major limitations to this best management practice. ■ There are no regulatory requirements to this BMP. Existing regulations already require municipalities to properly store, use, and dispose of hazardous materials 2 of 3 Californla Stormwater BMP Handbook January 2003
Municipal
uww. rahmnhandhnnks. mm
Requirements
costs
® Minimal cost associated with this BMP. Implementation of good housekeeping practices may result in cost savings as these procedures may reduce the need for more costly BMPS.
Maintenance
■ Ongoing maintenance required to keep a clean site. Level of effort is a function of site size and type of activities.
Supplemental Information
FurtkerDetail of the BMP
■ The California Integrated Waste Management Board's Recycling Hotline, 1-800-553-2962, provides information on household hazardous waste collection programs and facilities. .Examples
There are a number of communities with effective programs. The most pro -active include Santa Clara County and the City of Palo Alto, the City and County of San Francisco, and the Municipality of Metropolitan Seattle (Metro).
References and Resources
British Columbia Lake Stewardship Society. Best Management Practices to Protect Water Quality from Non -Point Source Pollution. March 2000.
h :/Avww nalms org/bclss/bmphome html#bmp
King County Stormwater Pollution Control Manual - htto://dnr.metrokc.gov/wlr/dsslsncm.htm Model Urban Runoff Program: A How -To Guide for Developing Urban Runoff Programs for Small Municipalities, Prepared by City of Monterey, City of Santa Cruz, California Coastal Commission, Monterey Bay National Marine Sanctuary, Association of Monterey Bay Area Governments, VA7oodward-Clyde, Central Coast Regional Water Quality Control Board. July, 1998, Revised by California Coastal Commission, February 2002.
Orange County Stormwater Program
htto:// www.ocwatersheds.com/stormwater/swo introduction.aso San Mateo STOPPP - (ht�pt : //gpppp. jbpod.com/bmp.html January 2003 California Stormwater BMP Handbook 3 of 3
Municipal
..............i...�,...�..,,.a�.,,..i...
Objectives
® Cover
® Contain
s _
a Educate
® Reduce/Minimize
® Product Substitution
0 Targeted Constituents
Description
Sediment Eel
Pollutants on sidewalks and other pedestrian traffic areas and Nutrients Q
plazas are typically due to littering and vehicle use. This fact Trash Q
sheet describes good housekeeping practices that can be Metals Q
incorporated into the municipality's existing cleaning and Bacteria Q
maintenance program.
Oil and Grease Q
Approach
organics Q
Pollution Prevention
Oxygen Demanding Q
■ Use dry cleaning methods whenever practical for surface cleaning activities.
■ Use the least toxic materials available (e.g. water based Paints, gels or sprays for graffiti removal).
Suggested Protoeols
Surface aecming
■ Regularly broom (dry) sweep sidewalk, plaza and parking lot areas to minimize cleaning with water.
■ Dry cleanup first (sweep, collect, and dispose of debris and trash) when cleaning sidewalks or plazas, then wash with or without soap.
® Block the storm drain or contain runoff when cleaning with water. Discharge wash water to landscaping or collect water and pump to a tank or discharge to sanitary sewer if allowed. (Permission may be required from local sanitation district.) Mk
January 2003 California Stormwater BMP Handbook
1 of 5
Municipal
www, cabmphandbooks. cram
0 ® Block the storm drain or contain runoff when washing parking areas, driveways or drive- tirroughs. Use absorbents to pick up oil; then dry sweep. Clean with or without soap.
Collect water and pump to a tank or discharge to sanitary sewer if allowed. Street Repair and Maintenance.
Graffiti Removal
■ Avoid graffiti abatement activities during rain events. ■ Implement the procedures under Painting and Paint Removal in SC-7o Roads, Streets, and Highway Operation and Maintenance fact sheet when graffiti is removed by painting over. ■ Direct runoff from sand blasting and high pressure washing (with no cleaning agents) into a dirt or landscaped area after treating with an appropriate filtering device. ■ Plug nearby storm drain inlets and vacuum/pump wash water to the sanitary sewer if authorized to do so if a graffiti abatement method generates wash water containing a cleaning compound (such as high pressure washing with a cleaning compound). Ensure that a non -hazardous cleaning compound is used or dispose as hazardous waste, as appropriate.
Surface Removal and Repair
■ Schedule surface removal activities for dry weather if possible. ■ Avoid creating excess dust when breaking asphalt or concrete. ■ Take measures to protect nearby storm drain inlets prior to breaking up asphalt or concrete (e.g. place hay bales or sandbags around inlets). Clean afterwards by sweeping up as much material as possible.
■ Designate an area for clean up and proper disposal of excess materials. ■ Remove and recycle as much of the broken pavement as possible to avoid contact with rainfall and stormwater runoff.
■ When making saw cuts in pavement, use as little water as possible. Cover each storm drain inlet completely with filter fabric during the sawing operation and contain the slurry by placing straw bales, sandbags, or gravel dams around the inlets. After the liquid drains or evaporates, shovel or vacuum the slurry residue from the pavement or gutter and remove from site.
■ Always dry sweep first to clean up tracked dirt. Use a street sweeper or vacuum truck. Do not dump vacuumed liquid in storm drains. Once dry sweeping is complete, the area maybe hosed down if needed. Wash water should be directed to landscaping or collected and pumped to the sanitary sewer if allowed
Concrete Installation and Repair
® Schedule asphalt and concrete activities for dry weather. 2 of 5 California Stormwater BMP Handbook January 2003
Municipal
www. cahm nhaidbooks. oom
® Take measures to protect any nearby storm drain inlets and adjacent watercourses, prior to breaking up asphalt or concrete (e.g. place san bags around inlets or work areas). ■ Limit the amount of fresh concrete or cement mortar mixed, mix only what is needed for the job.
■ Store concrete materials under cover, away from drainage areas. Secure bags of cement after they are open. Be sure to keep wind-blown cementpowder away from streets, gutters, storm drains, rainfall, and runoff.
■ Return leftover materials to the transit mixer. Dispose of small amounts of hardened excess concrete, grout, and mortar in the trash.
■ Do not wash sweepings from exposed aggregate concrete into the street or storm drain.
Collect and return sweepings to aggregate base stockpile, or dispose m the trash. ■ Protect applications of fresh concrete from rainfall and runoff until the material has dried. ■ Do not allow excess concrete to be dumped onsite, except in designated areas. ■ Wash concrete trucks off site or in designated areas on site designed to preclude discharge of wash water to drainage system.
Controlling Lifter
■ Post "No Littering" signs and enforce anti -litter laws. ■ Provide litter receptacles in busy, high pedestrian traffic areas of the community, at recreational facilities, and at community events.
■ Cover litter receptacles and clean out frequently to prevent leaking/spillage or overflow. ■ Clean parking lots on a regular basis with a street sweeper.
Training
■ Provide regular training to field employees and/or contractors regarding surface cleaning and proper operation of equipment.
■ Train employee and contractors in proper techniques for spill containment and cleanup. ■ Use a training log or similar method to document training.
Spilt Response and Prevention
■ Refer to SC-ri, Spill Prevention, Control & Cleanup.
■ Have spill cleanup materials readily available and in a known location. ■ Cleanup spills immediately and use dry methods if possible. ■ Properly dispose of spill cleanup material.
January 2003 California Stormwater BMP Handbook 3 of 5
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Other Considerations
® Limitations related to sweeping activities at large parking facilities may include current sweeper technology to remove oil and grease.
® Surface cleaning activities that require discharges to the local sewering agency will require coordination with the agency.
■ Arrangements for disposal of the swept material collected must be made, as well as accurate tracking of the areas swept and the frequency of sweeping.
Requirements
Costs
■ The largest expenditures for sweeping and cleaning of sidewalks, plazas, and parking lots are in staffing and equipment. Sweeping of these areas should be incorporated into street sweeping programs to reduce costs.
Maintenance
Not applicable
Supplemental Information
Further Detail of the BW
Community education, such as informing residents about their options for recycling and waste disposal, as well as the consequences of littering, can instill a sense of citizen responsibility and potentially reduce the amount of maintenance required by the municipality.
Additional BMPs that should be considered for parking lot areas include:
■ Allow sheet runoff to flow into biofilters (vegetated strip and swale) and infiltration devices. ■ Utilize sand filters or oleophilic collectors for oily waste in low concentrations. ■ Arrange rooftop drains to prevent drainage directly onto paved surfaces. ■ Design lot to include semi -permeable hardscape.
■ Structural BMPs such as storm drain inlet filters can be very effective in reducing the amount of pollutants discharged from parking facilities during periods of rain.
References and Resources
Bay Area Stormwater Management Agencies Association (BASMAA). 1996. Pollution From Surface CleaningFolder http://www.basma&.org
Model Urban Runoff Program: A How -To Guide for Developing Urban Runoff Programs for Small Municipalities. Prepared by City of Monterey, City of Santa Cruz, California Coastal Commission, Monterey Bay National Marine Sanctuary, Association of Monterey Bay Area Governments, Woodward -Clyde, Central Coast Regional Water Quality Control Board July. 1998.
4 of 5 California Stormwater BMP Handbook January 2003
Municipal
wvnm. cabmohandbooks. com
Plaza and Sidewalk Cleaning SC-71
Oregon Association of Clean Water Agencies. Oregon Municipal Stormwater Toolbox for Maintenance Practices. June 1998.
County Stormwater
Santa Clara Valley Urban Runoff Pollution Prevention Program. 1997 Urban Runoff Management Plan. September 1997, updated October 2000.
Santa Clara Valley Urban Runoff Pollution Prevention Program. Maintenance Best Management Practices for the Construction Industry. Brochures: Landscaping, Gardening, and Pool; Roadwork and Paving; and Fresh Concrete and Mortar Application. June 2001.
San Diego Stormwater Co-permittees Jurisdictional Urban Runoff Management Plan. 2001.
Municipal Activities Model Program Guidance. November.
January 2003 California Stormwater BMP Handbook 5 of 5
Municipal
wfww. cabm ohandbooks. corn
Efficient Irrigation -12
Design Objectives
Q Ma>nm¢e Infiltration
`i
Q Provide Retention
' Q Slow Runoff
rl Minimize Impervious Land
Coverage
Prohibit Dumping of Improper
Materials
w Contain Pollutants
Collect and Convey
Description
Irrigation water provided to landscaped areas may result in excess irrigation water being conveyed into stormwater drainage systems.
Approach
Proj ect plan designs for development and redevelopment should include application methods of irrigation water that minimize runoff of excess irrigation water into the stormwater conveyance system.
Suitable Applications
Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment. (Detached residential single-family homes are typically excluded from this requirement.)
Design Considerations
Designing New Installations
The following methods to reduce excessive irrigation runoff should be considered, and incorporated and implemented where determined applicable and feasible by the Permittee:
■ Employ rain -triggered shutoff devices to prevent irrigation after precipitation. ■ Design irrigation systems to each landscape area's specific water requirements. ■ Include design featuring flow reducers or shutoff valves triggered by a pressure drop to control water loss in the event of broken sprinkler heads or lines.
■ Implement landscape plans consistent with County or City water conservation resolutions, which may include provision of water sensors, programmable irrigation times (for short cycles), etc.
Z s i.H T—
January 2003 Califomia Stormwater BMP Handbook t of 2
New Development and Redevelopment
Irrigation
® Design timing and application methods of irrigation water to minimize the runoff of excess irrigation water into the storm water drainage system.
is Group plants with similar water requirements in order to reduce excess irrigation runoff and promote surface filtration. Choose plants with low irrigation requirements (for example, native or drought tolerant species). Consider design features such as:
- Using mulches (such as wood chips or bar) in planter areas without ground cover to minimize sediment in runoff
- Installing appropriate plant materials for the location, in accordance with amount of sunlight and climate, and use native plant materials where possible and/or as recommended by the landscape architect
- Leaving a vegetative barrier along the property boundary and interior watercourses, to act as a pollutant filter, where appropriate and feasible - Choosing plants that minimize or eliminate the use of fertilizer or pesticides to sustain growth
■ Employ other comparable, equally effective methods to reduce irrigation water runoff.
Redeveloping Existing dnstaUations
Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of" redevelopment" must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under "designing new installations" above should be followed
Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002.
Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002.
Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District and the Incorporated Cities of Orange County, Draft February 2003.
Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002.
2 of 2 CallFornla Stormuvater BMP Handbook January 2003 Nevv Development and Redevelopment
Trash StRMe Areas SD-32
Description
Trash storage areas are areas where a trash receptacle (s) are located for use as a repository for solid wastes. Stormwater runoff from areas where trash is stored or disposed of can be polluted. In addition, loose trash and debris can be easily transported by water or wind into nearby storm drain inlets, channels, and/or creeks. Waste handling operations that may be sources of stormwater pollution include dumpsters, litter control, and waste piles.
Approach
This fact sheet contains details on the specific measures required to prevent or reduce pollutants in stormwater runoff associated with trash storage and handling. Preventative measures
including enclosures, containment structures, and impervious pavements to mitigate spills, should be used to reduce the likelihood of contamination.
Design Objectives
Maximize Infiltration
Provide Retention
Slow Runoff
Minimize Impervious Land
Coverage
Prohibit Dumping of Improper
Materials
L( Contain Pollutants
Collect and Convey
Suitable Applications
Appropriate applications include residential, commercial and industrial areas planned far development or redevelopment. (Detached residential single-family homes are typically excluded from this requirement.)
Design Considerations
Design requirements for waste handling areas are governed by Building and Fire Codes, and by current local agency ordinances and zoning requirements. The design criteria described in this fact sheet are meant to enhance and be consistent with these code and ordinance requirements.
Hazardous waste should be handled in accordance with legal requirements established in Title 22, California Code of Regulation.
Wastes from commercial and industrial sites are typically hauled by either public or commercial carriers that may have design or access requirements for waste storage areas. The design criteria in this fact sheet are recommendations and are not intended to be in conflict with requirements established by the waste hauler. The waste hauler should be contacted prior to the design of your site trash collection areas. Conflicts or issues should be discussed with the local agency.
Designing New Installations
Trash storage areas should be designed to consider the following structural or treatment control BMPs:
■ Design trash container areas so that drainage from adjoining roofs and pavement is diverted around the area(s) to avoid run-on. This might include berming or grading the waste handling area to prevent run-on of stormwater.
■ Make sure trash container areas are screened or walled to Prevent off -site transport of trash. MkA
January 2003 California Stormwater BMP Handbook t of 2
New Development and Redevelopment
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SD-32 Trash Storage Areas
e Use lined bins or dumpsters to reduce leaking of liquid waste. • Provide roofs, awnings, or attached lids on all trash containers to minimize direct precipitation and prevent rainfall from entering containers. • Pave trash storage areas with an impervious surface to mitigate spills. ■ Do not locate storm drains in immediate vicinity of the trash storage area. • Post signs on all dumpsters informing users that hazardous materials are not to be disposed of therein.
Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of" redevelopment" must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under "designing new installations" above should be followed.
Additional Information
_ Maintenance Considerations
The integrity of structural elements that are subject to damage (i.e., screens, covers, and signs) must be maintained by the owner/operator. Maintenance agreements between the local agency and the owner/operator may be required. Some agencies will require maintenance deed restrictions to be recorded of the property title. If required by the local agency, maintenance agreements or deed restrictions must be executed by the owner/operator before improvement plans are approved
Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2oo2.
Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2oo2.
Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003.
Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2oo2.
2 of 2 California Stormwater BMP Handbook January 2003
New Development and Redevelopment
Y,rwrw. cabm phandbooks. oom
a Reduce/Minimize
Description
As a consequence of its function, the stormwater conveyance Targeted Constituents
system collects and transports urban runoff and stormwater that Sediment
may contain certain pollutants. The protocols in this fact sheet Nutrients
are intended to reduce pollutants reaching receiving waters Trash ✓
through proper conveyance system operation and maintenance.
Metals
Approach
Bacteria ✓
Pollution Prevention
Oil and Grease
Organics
Maintain catch basins, stormwater inlets, and other stormwater conveyance structures on a regular basis to remove pollutants, reduce high pollutant concentrations during the first flush of storms, prevent clogging of the downstream conveyance system, restore catch basins' sediment trapping capacity, and ensure the system functions properly hydraulically to avoid flooding.
Suggested Protocols
Catch Basins/Inlet Structures
is Staff should regularly inspect facilities to ensure compliance with the following:
- Immediate repair of any deterioration threatening
structural integrity.
- Cleaning before the sump is 40% full. Catch basins
should be cleaned as frequently as needed to meet this
standard.
- Stenciling of catch basins and inlets (see SC34 Waste � W .
Handling and Disposal). ;Californiastormwater
Quality
-' Association
January 2003 California Stormwater BMP Handbook 1 of 6
Industrial and Commercial
www.cabmphandbooks.com
® Clean catch basins, storm drain inlets, and other conveyance structures before the wet season to remove sediments and debris accumulated during the summer. ® Conduct inspections more frequently during the wet season for problem areas where sediment or trash accumulates more often. Clean and repair as needed. ■ Keep accurate logs of the number of catch basins cleaned. ® Store wastes collected from cleaning activities of the drainage system in appropriate containers or temporary storage sites in a manner that prevents discharge to the storm drain.
® Dewater the wastes if necessary with outflow into the sanitary sewer if permitted. Water should be treated with an appropriate filtering device prior to discharge to the sanitary sewer. If discharge to the sanitary sewer is not allowed, water should be pumped or vacuumed to a tank and properly disposed. Do not dewater near a storm drain or stream.
Storm Drain Conveyance System
■ Locate reaches of storm drain with deposit problems and develop a flushing schedule that keeps the pipe clear of excessive buildup.
■ Collect and pump flushed effluent to the sanitary sewer for treatment whenever possible.
Pump Stations
a Clean all storm drain pump stations prior to the wet season to remove silt and trash:
■ Do not allow discharge to reach the storm drain system when cleaning a storm drain pump station or other facility.
s Conduct routine maintenance at each pump station.
■ Inspect, clean, and repair as necessary all outlet structures prior to the wet season.
Open Channel
■ Modify storm channel characteristics to improve channel hydraulics, increase pollutant removals, and enhance channel/creek aesthetic and habitat value. ■ Conduct channel modification/improvement in accordance with existing laws. Any person, government agency, or public utility proposing an activity that will change the natural (emphasis added) state of any river, stream, or lake in California, must enter into a Steam or Lake Alteration Agreement with the Department of Fish and Game. The developer -applicant should also contact local governments (city, county, special districts), other state agencies (SWRCB, RWQCB, Department of Forestry, Department of Water Resources), and Federal Corps of Engineers and USFWS.
Illicit Connections and Discharges
■ Look for evidence of illegal discharges or illicit connections during routine maintenance of conveyance system and drainage structures:
Is there evidence of spills such as paints, discoloring, etc? 2 of 6 California Stormwater BMP Handbook January 2003
Industrial and Commercial
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Drainage Maintenance
y J0 I
- Are there any odors associated with the drainage system? - Record locations of apparent illegal discharges/illicit connections? - Track flows back to potential dischargers and conduct aboveground inspections. This can be done through visual inspection of upgradient manholes or alternate techniques including zinc chloride smoke testing, fluorometric dye testing, physical inspection testing, or television camera inspection.
- Eliminate the discharge once the origin of flow is established. ■ Stencil or demarcate storm drains, where applicable, to prevent illegal disposal of pollutants.
Storm drain inlets should have messages such as "Dump No Waste Drains to Stream" stenciled next to them to warn against ignorant or intentional dumping of pollutants into the storm drainage system.
■ Refer to fact sheet SC-10 Non-Stormwater Discharges.
Illegal Dumping
■ Inspect and clean up hot spots and other storm drainage areas regularly where illegal dumping and disposal occurs.
Establish a system for tracking incidents. The system should be designed to identify the following:
- Illegal dumping hot spots
- Types and quantities (in some cases) of wastes
- Patterns in time of occurrence (time of day/night, month, or year) - Mode of dumping (abandoned containers, "midnight dumping" from moving vehicles, direct dumping of materials, accidents/spills)
- Responsible parties
® Post "No Dumping" signs in problem areas with a phone number for reporting dumping and disposal. Signs should also indicate fines and penalties for illegal dumping. a Refer to fact sheet SC-10 Non-Stormwater Discharges.
Training
■ Train crews in proper maintenance activities, including record keeping and disposal. ■ Allow only properly trained individuals to handle hazardous materials/wastes. ■ Have staff involved in detection and removal of illicit connections trained in the following:
- OSHA -required Health and Safety Training (29 CFR 19loapo) plus annual refresher training (as needed).
January 2003 California Stormwater BMP Handbook 3 of 6
Industrial and Commercial
www. ca b m p h a n d b o o ks. co m
SC-44 Drainage System Maintenance
- OSHA Confined Space Entry training (Cal -OSHA Confined Space, Title 8 and Federal OSHA 29 CFR 1910.146).
- Procedural training (field screening, sampling, smoke/dye testing, TV inspection).
Spill Response and Prevention
■ Investigate all reports of spills, leaks, and/or illegal dumping promptly. ■ Cleanup all spills and leaks using "dry" methods (with absorbent materials and/or rags) or dig up, remove, and properly dispose of contaminated soil. ■ Refer to fact sheet SC-11 Spill Prevention, Control, and Cleanup.
Other Considerations (Limitations and Regulations)
■ Clean-up activities may create a slight disturbance for local aquatic species. Access to items and material on private property may be limited. Trade-offs may exist between channel hydraulics and water quality/riparian habitat. If storm channels or basins are recognized as wetlands, many activities, including maintenance, maybe subject to regulation and permitting.
■ Storm drain flushing is most effective in small diameter pipes (36-inch diameter pipe or less, depending on water supply and sediment collection capacity). Other considerations associated with storm drain flushing may include the availability of a water source, finding a downstream area to collect sediments, liquid/sediment disposal, and prohibition against disposal of flushed effluent to sanitary sewer in some areas. ■ Regulations may include adoption of substantial penalties for illegal dumping and disposal. ■ Local municipal codes may include sections prohibiting discharge of soil, debris, refuse, hazardous wastes, and other pollutants into the storm drain system.
Requirements
Costs
■ An aggressive catch basin cleaning program could require a significant capital and O&M budget.
® The elimination of illegal dumping is dependent on the availability, convenience, and cost of alternative means of disposal. The primary cost is for staff time. Cost depends on how aggressively a program is implemented. Other cost considerations for an illegal dumping program include:
- Purchase and installation of signs.
- Rental of vehicle(s) to haul illegally -disposed items and material to landfills. - Rental of heavy equipment to remove larger items (e.g., car bodies) from channels. - Purchase of landfill space to dispose of illegally -dumped items and material. 4 of 6 California Stormwater BMP Handbook January 2003
Industrial and Commercial
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® Methods used for illicit connection detection (smoke testing, dye testing, visual inspection, and flow monitoring) can be costly and time-consuming. Site -specific factors, such as the level of impervious area, the density and ages of buildings, and type of land use will determine the level of investigation necessary.
Maintenance
■ Two -person teams maybe required to clean catch basins with vactor trucks ■ Teams of at least two people plus administrative personnel are required to identify illicit discharges, depending on the complexity of the storm sewer system. ■ Arrangements must be made for proper disposal of collected wastes. ■ Technical staff are required to detect and investigate illegal dumping violations.
Supplemental Information
Further Detail of the BMP
Storm Drain Flushing
Flushing is a common maintenance activity used to improve pipe hydraulics and to remove pollutants in storm drainage systems. Flushing may be designed to hydraulically convey accumulated material to strategic locations, such as an open channel, another point where flushing will be initiated, or the sanitary sewer and the treatment facilities, thus preventing resuspension and overflow of a portion of the solids during storm events. Flushing prevents "plug flow" discharges of concentrated pollutant loadings and sediments. Deposits can hinder the designed conveyance capacity of the storm drain system and potentially cause backwater conditions in severe cases of clogging.
Storm drain flushing usually takes place along segments of pipe with grades that are too flat to maintain adequate velocity to keep particles in suspension. An upstream manhole is selected to place an inflatable device that temporarily plugs the pipe. Further upstream, water is pumped into the line to create a flushing wave. When the upstream reach of pipe is sufficiently full to cause a flushing wave, the inflated device is rapidly deflated with the assistance of a vacuum pump, thereby releasing the backed up water and resulting in the cleaning of the storm drain segment.
To further reduce impacts of stormwater pollution, a second inflatable device placed well downstream may be used to recollect the water after the force of the flushing wave has dissipated. A pump may then be used to transfer the water and accumulated material to the sanitary sewer for treatment. In some cases, an interceptor structure may be more practical or required to recollect the flushed waters.
It has been found that cleansing efficiency of periodic flush waves is dependent upon flush volume, flush discharge rate, sewer slope, sewer length, sewer flow rate, sewer diameter, and population density. As a rule of thumb, the length of line to be flushed should not exceed 700 feet. At this maximum recommended length, the percent removal efficiency ranges between 65- 75% for organics and 55-65% for dry weather grit/inorganic material. The percent removal efficiency drops rapidly beyond that. Water is commonly supplied by a water truck, but fire hydrants can also supply water. To make the best use of water, it is recommended that reclaimed water be used or that fire hydrant line flushing coincide with storm sewer flushing.
January 2003 - California Stormwater BMP Handbook 5 of 6 Industrial and Commercial
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References and Resources
California's Nonpoint Source Program Plan httn:// www.swreb.ca.gov/ns/ `index.htn-il Clark County Storm Water Pollution Control Manual
ht!p://www co dark wa us/pubworks/"bmi)mann.df
Ferguson, B.R. t991. Urban Stream Reclamation, P. 324-322, Journal of Soil and Water Conservation.
King County Storm Water Pollution Control Manual hnp://dnr.metrolcc.gov/wlrJdss/spcm.htm Oregon Association of Clean Water Agencies. Oregon Municipal Stormwater Toolbox for Maintenance Practices. June 1998.
Santa Clara Valley Urban Runoff Pollution Prevention Program hitp:// www.scvurppp.org The Storm Water Managers Resource Center hilp:// www.stormwatercenter.net United States Environmental Protection Agency (USEPA). zooz. Pollution Prevention/Good Housekeeping for Municipal Operations Storm Drain System Cleaning. On line:
hitp:// www.ma.gov/npdes/menuofbMps/poll 16 htm
6 of 6 California Stormwater BMP Handbook January 2003
Industrial and Commercial
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Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Attachment 6
Calculations
The Picerne Group Section VII
North OC Priority WQMP Template August 17 2011 Page 39
Project: 1300 Bristol
Total Area(AC) 1.93
Total DCV (required) cf 2,945
Drainage Area
Area (sf)
Area (AC)
Rainfall
Depth (in)
Pervious
Area (sf)
Pervious
Area (ac)
Impervious
Area (ac)
Impervious
ratio
C
(0.75ximp+0.15)
TC (MIN)
11 QDESIGN (CFS)
DCV(cf)
(CxdxA)
BMP USED
A
19,743
0.45 0.75
5000
0.11 0.34
0.75 0.71
-
876
Bioretention Planter
B
39,858
0.92 0.75
3700
0.08 0.83
0.91 0.83
-
-
-
2,069
Bioretention Planter
C
24,670
O.S7
0.75 4500
0.10 0.46
0.82 0.76
5 0.275
0.119
-
MWS 4X8
Total
84,271
1.93 13,200
1 0.30
1.63 0.84
0.78 i
i
i
I 2,945
1300 Bristol St - Design Capture Volume (DCV)
Drainage Area
Area
(square feet)
Area
(acres)
Rainfall Depth
(inches)
Impervious Area
(acres)
Impervious Ratio
C
(0.75*imp+0.15)
DCV
(cf)
A
19,743
0.45 0.75
0.34 0.75
0.71 879
B
39,858
0.92 0.75
0.83 0.91
0.83 2068
C
24,670
0.57 0.75
0.46 0.81
0.76 1171
Total
4,118
aimpie acing ivietnoa ror bioretention wnn unaeraram
Bio-retention Basin A
DCV =
808 cu-ft
dp (ponding depth) =
1 ft
nm (bioretention media porosity) =
0.3 dm (bioretention media depth, ft) =
2.5 ft
ng (bioretention gravel layer porosity) =
0.40 dg (bioretention gravel depth, ft) =
1 ft
deff (dp+nm*dm+ng*dg, ft) =
2.15 ft
Required Facility Surface Area= A=(DCV/(dEFFECTIVE)
376 sq-ft
Provided Planter Bottom Surface Area=
400 sq-ft
*Equations per Page XIV-34 in the Technical Guidance Document Appendices e Sizine metnoa for tioretention witn unaeraram
DCV =
2069 cu-ft
dP (ponding depth) =
1 ft
nm (bioretention media porosity) =
0.3 dm (bioretention media depth, ft) =
2.5 ft
ng (bioretention gravel layer porosity) =
0.40 dg (bioretention gravel depth, ft) =
1 ft
deff (dp+nm*dm+ng*dg, ft) =
2.15 ft
Required Facility Surface Area= A=(DCV/(dEFFECTIVE)
962 sq-ft
Provided Planter Bottom Surface Area=
970 sq-ft
*Equations per Page XIV-34 in the Technical Guidance Document Appendices
HCOC CALCULATIONS
Proposed
Drainage Area
Area
Area
Rainfall Depth
Pervious Area
Impervious Area
Impervious Area
Impervious Ratio
C
V
(square feet)
(acres)
(ft)
(sf)
(sf)
(acres)
(0.75*imp+0.15)
(cf)
A
19,743
0.45 0.18
5000
0.11 0.34
0.75 0.71
210
B
39,858
0.92 0.18
4100
0.09 0.82
0.90 0.82
492
C
24,670
0.57 0.18
5780
0.13 0.43
0.77 0.72
268
Total
84271
1.93 14880
0 1.59
0.82 970
Existin
Drainage Area
Area
Area
Rainfall Depth
Pervious Area
Impervious Area
Impervious Area
Impervious Ratio
C
V
(square feet)
(acres)
(ft)
(sf)
(sf)
(acres)
(0.75*imp+0.15)
(cf)
A
17235
0.40 0.18
5251
11984
0.28 0.70
0.67 174
B
67037
1.54 0.18
11300
55737
1.28 0.83
0.77 778
Total
84272
1.93 16551
67721
1.55 0.80
Total
951
1.97% Increase
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Attachment C
Orange County Technical Guidance Maps
The Picerne Group Section VII
North OC Priority WQMP Template August 17 2011 Page 40
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Hydrologic Soil Group —Orange County and Part of Riverside County, California
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating Polygons
0 A
0 A/D
0 B
0 B/D
C
0 C/D
0 D
Not rated or not available
Soil Rating Lines
• r A
r> A/D
�y B
ry B/D
. r C
r r C/D
D
r r Not rated or not available
Soil Rating Points
0 A
0 A/D
■ B
■ B/D
MAP INFORMATION
p C
The soil surveys that comprise your AOI were mapped at
1:24,000.
0 C/D
13 D
Warning: Soil Map may not be valid at this scale.
0 Not rated or not available
Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil Water Features
line placement. The maps do not show the small areas of Streams and Canals
contrasting soils that could have been shown at a more detailed scale.
Transportation
+_" Rails
Please rely on the bar scale on each map sheet for map
.y Interstate Highways
measurements.
US Routes
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Major Roads
Coordinate System: Web Mercator (EPSG:3857)
Local Roads
Maps from the Web Soil Survey are based on the Web Mercator Background
projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the ® Aerial Photography
Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.
Soil Survey Area: Orange County and Part of Riverside County, California
Survey Area Data: Version 14, May 27, 2020
Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.
Date(s) aerial images were photographed: Mar 27, 2020—Mar 30, 2020
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.
UsDA Natural Resources Web Soil Survey 5/21/2021
li"M Conservation Service National Cooperative Soil Survey Page 2 of 4
Hydrologic Soil Group —Orange County and Part of Riverside County, California Hydrologic Soil Group
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
100
Alo clay, 9 to 15 percent
slopes
D
0.8 1.2
40.9%
178
Myford sandy loam,
thick surface, 0 to 2
percent slopes
D
59.1 %
Totals for Area of Interest
2.0 100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. usDA Natural Resources Web Soil Survey 5/21/2021
Conservation Service National Cooperative Soil Survey Page 3 of 4
Hydrologic Soil Group —Orange County and Part of Riverside County, California Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff.- None Specified
Tie -break Rule: Higher
usDA Natural Resources Web Soil Survey 5/21/2021
Conservation Service National Cooperative Soil Survey Page 4 of 4
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11190
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o m
mm x or
LEGEND
Hoeu
Orange County Precipitation Stations
24 Hour, 85th Percentile Rainfall (Inches)
....... 24 Hour, 85th Percentile Rainfall (Inches) - Extrapolated ,e
d City Boundaries
Rainfall Zones
e
Design Capture Storm Depth (inches)
•1
0.65"
0 0.75
0 0.80
0 0.85
0 oso
0 0.95
0 1.00
_
1.10"
Note: Events defined as 24-hour periods (calendar days) with greater than 0.1 inches of rainfall.
For areas outside of available data coverage, professional judgment -
`+3
shall be applied.
IN
LEGEND
City Boundaries
Hydrologic Soil Groups
ASoils s
° d i a B Soils
Ci
r F „ N�ca o�wr Soils
/ e mow yen m.n _ '
a I mac.,
v� r., ❑ °�
r r4 D SOIIS
Source:
Y i x
P Soils: Natural Resources Conservation Service (NRCS) _ d Soil Survey - soil_ra678, Orange County & Western Riverside m T Date of publication: 2006-02-08
htlp://websollsuwey.nrcs.usda.gov/app/HomePage.htm
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e Kilometers xs
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0 1.8 3.6 72
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Attachment D
Drainage Maps & Hydrology Narrative
The Picerne Group Section VII
North OC Priority WQMP Template August 17 2011 Page 41
Y
2 U
LEGEND
FW
PROPERTY LINE
PROPOSED BIOFILTRATION PLANTER
PROP. 24' PARKWAY DRAIN X x PROPOSED MODULAR WETLANDS UNIT X X X X x
X X iC
O. N/ x x x X X DRAINAGE AREA
X X j x X X X X X
x x k X x X x X x x x x x x• �(• �( �( ACREAGE
Kxx X XXxX X x XXX I x' /\/\/\
x x
W
U
ZD
ry
n
U)
Project:
Total krea{AQ
Total DCV (required) rf
DRAINAGE AREAS
N W W W W
y PROPOSED LANDSCAPE
W W W
3:1 MAX SLOPE
STORM DRAIN SIGNAGE DETAIL
DOWNSPOUT
WIDTH PER PLAN
CD
z
0 z
0 TOP OF 0
BASIN 0
0 30" ENGINEERED MEDIA WITH
MIN. 8 IN/HR PERCOLATION
RATE AND 30%
VOIDED PER APPENDIX XIV.5
BIOTREATMENT BMP FACT
SHEETIN THE ORANGE
COUNTY TECHNICAL
GUIDANCE DOCUMENT.
PIPE LOW
TREATMENT FLOWS -/ SL(
PERF
13DO Bristol
1,93
2�945
rIA�_-•-•_•_•_•_•_•_•_•_•_•_•_•_•_•.
6" PERFORATED PIPE WRAPPED IN-/ INVERT=BOTTOM OF
GEOTEXTILE FILTER FABRIC PER BASIN PER PLAN
SPPWC STD. NO. XXX.
INVERT ELEVATION PER PLAN.
(PERFORATIONS ON BOTTOM)
PROP. BUILDING WALL
SPLASH BLOCK
3" NON-FLOATABLE
SHREDDED AGED
HARDWOOD MULCH LAYER
NATIVE SOIL
WATER QUALITY BASIN TYPE
NTS
BOTTOM AND SIDES OF BASIN TO BE LINED
WITH IMPERMEABLE LINER, 20 MIL MIN
GEOTEXTILE FILTER FABRIC AT
BOTTOM OF BIO-FILTER MEDIA
12" MIN. CLEAN WASHED" ROCK
Drainage Area
Area jsO
Area (AC)
Rainfalk
Depth {in)
Pervious
Area (sf)
PerViaus
Area Jac)
Impervious
Area (acj
tmpe-rvious
ratFo
C
(0.75ximp+0.15}
TC (MIN]
11 QDF5MRJCF5)
aCV(cf)
(CxdxA)
BMP USED
A
19,743
0.45 0.75
5000
&H
0.34 4.75
4.71 -
-
876
Biosetention Planter
B
39.858
0.92 0.75
3700
1 0.08
0.83 0,51
U.83
-
-
2,069
Bioreiention Planter
i.
24,670
0, 57
0.7�
4500
0,10
D.46
0.2 2
0. 7 r,
0.275
0.119
-
M WS 4X8
T r-. it
84,771
1.93 13,2N
0,30
1.63 O,S4
{).7fS
2,945
CONCEPTUAL DRAINAGE NOTES:
1. BASIN CONFIGURATION: BASIN CONFIGURATION DEPICTED ON CONCEPTUAL GRADING PLANS ARE SCHEMATIC AND INTENDED TO DEPICT THE EXTENT OF THE BASINS REQUIRED. ULTIMATE CONFIGURATION WILL BE COORDINATED WITH FINAL LANDSCAPE
IMPROVEMENT PLANS TO ALLOW TREE AND SITE AMENITY CONSTRUCTION
2. WATER QUALITY (LOW) FLOWS TO BE PUMPED: SITE GRADING AND DRAINAGE HAS BEEN DESIGNED TO TREAT THE FULL DESIGN CAPTURE VOLUME WITHIN THE THREE NOTED BIO-BASINS. POST FILTRATION (LOW) FLOWS FROM THE SUB -DRAINS WILL BE DIRECTED TO A STORM DRAIN SUMP PUMP THAT WILL DISCHARGE THE FILTERED RUNOFF TO THE SPRUCE AVENUE CURB FACE.
3. PEAK FLOW DISCHARGE: PEAK FLOW DISCHARGE WILL OCCUR, AT GRADE, TO THE CURB AND GUTTER ON SPRUCE AVENUE AND BRISTOL STREET VIA PROPOSED PARKWAY DRAINS TO MATCH THE EXISTING TRIBUTARY AREAS OF THE SITE. �S
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0 0 0 0 0
SCALE: 1 " = 20'
C5.01
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w
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Q
49.24FL
R/W
EX. PARKING LOT
P/L
L _
— ..
o
N N -
` I
J521
/ B
L.5 4� L=508'
_ _—S=0.007
,,�-r +•.�,4: :�-- r� — -------=---------- --`—
�:r•;:::::•:_ I EX. BLDG.
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/
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8"W
.1
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8"W —
(D
z
n�
W
FrFN n
DRAINAGE SUBAREA BOUNDARY
DRAINAGE FLOW PATH
L=150'
FLOW PATH LENGTH AND SLOPE
0.5%
DIRECTION OF RUNOFF
X DRAINAGE SUBAREA ID
0 06 SUBAREA AREA (ACRES)
PERVIOUS AREA
U)
z
0 U)
z;
0 W
IY
U
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z
N
co
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10 Lo
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0 0 0 0 w 0-5
C2.01
( IN FEET )
1 INCH = 40 FEET
Y
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w
H
Q
0 m
EX. PARKING LOT LEGEND
U)
PROP. MWS UNIT
DRAINAGE SUBAREA BOUNDARY �
DRAINAGE FLOW PATH z
x L=150' w
FW F x •• X x x X x •4 x •• x •x• x x •�• •• x «• X X x •• • x x x x • ,� X x '� X x �� FLOW PATH LENGTH AND SLOPE x / x x x 0.5%
X �--- ---- —- -��----- -�--- ' - X F^� DIRECTION OF RUNOFF vvi PROP. 24 PARKWAY DRAIN X X X X ww
DRAINAGE SUBAREA ID
T 50.11FS ' ro 1N �x x X x x 0,06 SUBAREA AREA (ACRES)
s X X
_........ X C X x x
x x x X x x x x PERVIOUS AREA
•
X x X x x X X X X x x•
X x
x x X x x x x x x x x x x X' X• c x x
x x x 'x X x
i% x x
x
X X O
x X X x X ',lo-
x X X •
x X �,.
x X x x
x
x x x x x
X X xcm
X / X• x N
o :
/ X X X CL CL
PROP. 3" CURB OUTLET i \ PROP. PUMP x x a >
\ 49.801NV OUT x
X o 0
46.321NV-IN x
x•x
co U
X • O\
PROP. 4" PARKWAY DRAIN c• x 10
Lo
�-
X x \ x x } ono
i x \\ x x x
> o
Lo
x \\jw X x D O N 0
X x x x x 04 N
ao
x x x L=512' (v � o 0 cm
/ x X x X X = O
� O U �
X x 0 c -0 o
• /\ x
O
� � c
x / /\ rB x x ^ / /\ X x xv / x x XX x I
� v x
Q
� � I
53.88FS li x
PROP.-6 x PROP. 6" SD
S=o. �� x II
C
o z: I
-� 54.00FS L j J � X ` I Q L
CD
x 41 PROP. CATCH B SIN I [ z o co
x x x x PROP. 6" SD //�• ~ w O `o N
x x x 5=0.005 I X X
X x ».X O JCT �U
° m Q
X X X /O/ 0 0 U
X X X x x X x x x X ♦ x X X 0 0 W
X x x x x x / /\ \ x J x x �^ w (� = m
X X X X X X X x X X X X x x x X X x X X X x X X X X x X x X X X X x x X X -J/ \ \ /\. // x I I x x Q V J L.L Q \\ x x X X x _.��, X x__•x x x x X X x X x x x /// �� // ' II )) = LL 0 z o O ))) x x x /�
X X X 25
x X X• X x X x x x x x x x x x X X X x x x x X/ I\ y X X• X x ��/� �y U 0 o w x X X X l VJ
X x x x X X x x x x x X X x x x x x x x x X X x x x x x X • x x x x x ... Z c
ex X x x x x X x x x X X x x x x x x x _ O o
� I I
J � I
PROP. 24" PARKWAY DRAIN
BRISTOL ST.
I
N N N
O O
04 � a_
'N n
N *k
(o � Z
Z
w U wZ73 w Z
Q H w H> H m
� Q m Q w Q p
m m U m w m-5
0 20' 40'
SCALE: 1 " = 20' 0 1
r
C
a
r
u
C
u
LJ
N 2181745.000
I�1i1•1:AIs 001
47 0 200 400 600 800
FEET
KIr1Tl/1r
I A U I IkaL
The drainage information has been prepared for information purposes only. The location, ownership, facility information and limits have been determined from available information provided by public agencies, but may not be exact, accurate, or up—to—date. The user of this information is responsible for verifying exact location, ownership, accuracy, and the regional versus local character of drainage facilities.
Additional information may be obtained from public plans and recorded deeds. Facility designations included with this information are for convenience only and are not controlling or intended to imply ownership by the County or the Orange County Flood Control District (OCFCD). The information is being provided as a courtesy and neither the County of Orange nor OCFCD assume any liabilities for inaccuracy of the information.
To notify OC Public Works Flood Control Section of additions or corrections, please contact Sal Gutierrez at (714) 647-3992 or by email at [email protected]
ORANGE COUNTY FLOOD CONTROL DISTRICT
BASE MAP
OF DRAINAGE FACILITIES
IN ORANGE COUNTY
REVISION DATE I SHEET NO. I DWG. NO.
S. GUTIERREZ JAN.2, 20/2 4 7 MAPS-113-3
— • — • — • — • — • —
Channel Drainage Area Boundary
—••—••—••—••— —
Major Sub —Area Drainage Boundary
Minor Sub —Area Drainage Boundary
Existing O.C.F.C.D. Facility
...................
Existing Local Facility
Existing Retarding Basin or Reservoir
— — — — — —
Natural Watercourse
■�■�■�■�■�■
City Limits
G G
Greenbelt
P.S. P.S.
Pump Station
❑
Catch Basin (length in feet)
0 Drop Inlet or Other Entry
OCFCD Basins or Reservoirs
Ownership (If other than City or County): Private=P State =S Federal= F
EXISTING FACILITIES
O.C.F.C.D. LOCAL
L _ J
L _ J
L. - - J
r — — n
L. - - J
C=�
r--ti
t w ,
L — -3
Earth Trapezoidal Channel (base width by height in feet) Reinforced Concrete Trapezoidal Channel (base width by height in feet) Reinforced Concrete Rectangular Channel (base width by height in feet) Reinforced Concrete Box (RCB) (number of barrels —span by height in feet) Reinforced Concrete Pipe (RCP) (diameter in inches)
Metal Sheet Channel (MSC) (Base width by pile height in feet/Sheet pile total length) Corrugated Metal Pipe (CMP) (diameter in inches)
Concrete Pipe (diameter in inches)
Concrete Oval Pipe (width by height in inches)
Steel Pipe (diameter in inches)
Reinforced Concrete Arch (base span by height in inches) Corrugated Metal Arch (base span by height in inches)
47 Priority Project Water Quality Management Plan (WQMP) 1300 Bristol
Attachment E
Geotechnical Report
The Picerne Group Section VII
North OC Priority WQMP Template August 17 2011 Page 42
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Attachment F
Water Quality Impairment List
The Picerne Group Section VII
North OC Priority WQMP Template August 17 2011 Page 43
9 Sao Die go Creek Reach River& 30111000/ 13070201
Beuthic Community Effects 7.3\ldes 2014 5A 2027
1 Stream
o Source L`ukuowu
• ➢DT(➢ichlorodinhen7ltrichloraelhaue), 7.8 \files 2014 5B 2013 o See TlIDL dacumenhtion
The iiSEPA approved the N part By Organochla— copowuls TAIDL on November 12, 2013 whth includes rhispolluraru (T mI DDT -sum of4,4'- and 2,4'- homers of DDT, DDE, owdDDD) for San Diego CraeL The data used for the TWDL assessment includes additional data and — use d rent assessment guidelines thn those used in the integrated report. Nonetheless, it is imporaant to note thaw this pollutant is being addressed by on USEPA approved T1IDL. • Judicator Bacteria 7.8 Miles 2014 5A 2019
o Source Uukuowu
While this Decision was based on a.fficr" number ofexceedancas the ofE. tali Single Sample objective, d should be noted th�Ekteroc--, Fecal Conform and Total Coliform objecRves no longer apply to the REC I Beneficial Use for fresh waters in Region 8. As such the Entemcoccus, Fecal Col f rm and Total Col f rm LOEs will be refired Farther. the Single Sample objective was only used b—ause ofthe lack ofrepresentaave 30-dm; 5-sample Geomean values, as per the Region 8 Basin Plan (2016 updat) an page 4-17, foamore J. When reprasentaave 30-day, 5-sample Geomean values are c R-wd the Single Sample E coh LOE will ba retired. • Mahthiou 7.3 Niles 2014 5A 2027
o Source Uukuowu
• Nutrients 7.3 Niles 1996 5B 1999
o Source Uukuowu
• Sedrss- tioutSdtafiou 7.3 Niles 1996 5B 1999
o Sou-eUnkn—
S.I—iiun 7.3 Niles 2006 5A 2007
o Source Uukuowu
• Tozaphene 7.3 AIdes 2006 5B 2013
o See TAIDLdacumeuhtiou
• Tosiaty 7.8 Miles 2014 5A 2025
o Source Uukuowu
3 Neu�tBa,� Rsmary SD111000 18070101
) PPer
Chlordane 653Acres 2006 5B 2013
(Ecological Reserse)
o SeeTMDL dacumenhfion
• Cneger 653Acres 2006 5A 2007
o M,srivas and Recreational Boating
•➢DT(➢ichlomdwhenyltrichloraethaue) 653 Aces 2006 5B 2013 o See ThIDL documentation
• Ind—t-Baeterh 653Acres 2010 5B 2000
o Source Uuknown
The following LOEs hd been incorrectly linked m Upper Neuport By during the 2010 cycle : 8075, 807q 8077 and 8078, I7 y have nor been used in me Final L'ae Raring in the 2014 cycle and will be retired prior to the nest cycle They have been copied over fo LowerNewpart By: (where the somplingpoinrc era located) and hue new LOE k's.
• Mahthion 653Acres 2014 5A 2027
o Source Uuknown
• Nutrients 653Acres 2006 5B 1999
o Source Uuknown
• PCBsXychlorioated h'phen7ls) 653Acres 2006 5B 2013
o See TMDL dacumeutafion
• Sedimeotalion/Silladon 653Acres 2006 5B 1999
o Agriculture
o Channel Emsiou
o Coust-diou/Laod Derelopmeut
o ErosioutSilhtiou
• Tozidty 653Acres 2014 5A 2027
o Source Uuknown
0 Neww o tBaBay, Lower Bay& S0114000 / 13070201 Chlordane 767 Acres 2006 5B 2013 (entire lower bay, Harbor o SeeTVDLdacume.tatio.
i. l.ding Rh'.e
Ch... A Tur.mg Basin
and S.uth Lida Channel
fo east end of HJ
Moorings)
• C.gp--� 767 Acres 2006 5A 2019
o Marie- and Recreatio..I Boating
• BBT(➢iehlo pheny� 767 Acres 1990 5B 2013
o S-TMDLdacume.tatio.
• Indicator Bacteria 767 Acres 2010 5B 2000
o Source L.k.ow.
The following LOE, had been incorrectly linked to Lower Newport Bay during the 2010 cy ie : 8147, 8148, 8149, 8150, 8151, 8152, 8153, 8154, 8155, 8156, 8157, 8158, 8159, 8160, 8161, 8162, 28355, 283)7, 28361, 28367, 28373, 28377, 28379, 28381, 28383. P y hava not bean sad in the Final Use .Rating m the 2014 cycle and will be m—dprior to the next cycla. Thav have been copied over to L)y--V port Bay (ham the sampea gpom. are locat d) and have new LOE #'s. LOE 26162 wms reated dung the 2010 cycle and incorrectly combined sampling locutions in both Upper and Lower N pun Bay The data in LOE 26162 has bean reonolyzed and 2 now LM hove been canted f r those data in the proper watarbodies. LOE 26162 is not used in the Final Usa Rating in the 2014 rycle arrd will be reared prior [o the nert cycla. In the 2010 cycle, the Shel�sh Harver[ Objective that was used in the LOEs was the Ocean Plan Total Colefarm. valve, rather than fhe etisting Region 8 Basin Plan Objective that was based on Fecal Cohform, Uf d. combining the LOP, wnnen using the Ocean Plan Total Cal! rm objective m,ults in a delisnngfor the Shellfish H est Beneficial Use, atwlvsu ofthe 2008 -2010 Fecal Coliform data from the Beach W rch program resulted in 7 oaths ferceed—eovtof23morrths(where samples were collected) and based on weight of evidence, the decision was made to I.— the SheOysh Harvest Listing m place for Fecal Cal f rm. • Nutrients 767 Acres 1992 5B 1999
o Source D.kmw.
• PCBs (Polvr6lori.ated hiphe.y1,) 767Acres 1990 5B 2013 o See T]IDL documentation
• Toriot♦- 767 Acres 20U 5A 2019
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Attachment G
Infiltration BMP Feasibility Worksheet &
Summary of Harvested
The Picerne Group Section VI
North OC Priority WQMP Template August 17 2011 Page 44
TECHNICAL GUIDANCE DOCUMENT APPENDICES
Table X.8: Minimum Irrigated Area for Potential Partial Capture Feasibility General Landscape
Type
Conservation Design: KL = 0.35
Active Turf Areas: KL = 0.7
Closest ET Station
Irvine
Santa Ana
Laguna
Irvine
Santa Ana
I Laguna
Design Capture Storm
Depth, inches
Minimum Required Irrigated Area per Tributary Impervious Acre for Potential Partial Ca ture, ac/ac
0.60 0.66
0.68 0.72
0.33 0.34
0.36 0.65
0.72 0.73
0.78 0.36
0.37 0.39
0.70 0.77
0.79 0.84
0.39 0.39
0.42 0.75
0.83 0.84
0.90 0.41
0.42 0.45
0.80 0.88
0.90 0.96
0.44 0.45
0.48 0.85
0.93 0.95
1.02 0.47
0.48 0.51
0.90 0.99
1.01 1.08
0.49 0.51
0.54 0.95
1.04 1.07
1.14 0.52
0.53 0.57
1.00 1.10
1.12 1.20
0.55 0.56
0.60 Worksheet J: Summary of Harvested Water Demand and Feasibility 1 What demands for harvested water exist in the tributary area (check all that apply):
2 Toilet and urinal flushing
❑
3 Landscape irrigation
4 Other:
❑
5 What is the design capture storm depth? (Figure III.1) d
0.75 inches
6 What is the project size?
A
1.93 ac
7 What is the acreage of impervious area?
IA
1.59 ac
8 For projects with multiple types of demand ( toilet flushing, indoor What is the minimum use required for partial capture? (Table X.6)
demand, and/or other
N/A
demand)
gpd
9 What is the project estimated wet season total daily use? N/A
gpd
10 11
Is partial capture potentially feasible? (Line 9 > Line 8?) For projects with only toilet flushing demand
What is the minimum TUTIA for partial capture? (Table X.7) N/A
N/A
12 What is the project estimated TUTIA?
N/A
X-13 December 20, 2013
TECHNICAL GUIDANCE DOCUMENT APPENDICES
Worksheet J: Summary of Harvested Water Demand and Feasibility 13 Is partial capture potentially feasible? (Line 12 > Line 11?) For projects with only irrigation demand
14 What is the minimum irrigation area required based on X
ac
conservation landscape design? ( Table X.8)
15 What is the proposed project irrigated area? (multiply X
conservation landscaping by 1; multiply active turf by 2) ac
16 Is partial capture potentially feasible? (Line 15 > Line 14?) No
Provide supporting assumptions and citations for controlling demand calculation:
Line 14: KL x Line 7
Line 14: 1.59 x 0.84 =
Line 15: Landscape area = 0.34
Line 15 < Line 14 ; Therefore, re -use for irrigation is not feasible X-14 December 20, 2013
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Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Attachment H
BMP's info & Details
The Picerne Group Section VII
North OC Priority WQMP Template August 17 2011 Page 45
SITE SPECIFIC DATA
PROJECT NUMBER
ORDER NUMBER
PROJECT NAME
PROJECT LOCATION
STRUCTURE ID
TREATMENT REQUIRED
VOLUME BASED (CF)
FLOW BASED (CFS)
TREATMENT HGL AVAILABLE (FT)
PEAK BYPASS REQUIRED (CFS) — IF APPLICABLE
PIPE DATA
I.E.
MATERIAL
DIAMETER
INLET PIPE 1
INLET PIPE 2
OUTLET PIPE
PRETREATMENT
BIOFIL TRA TION
DISCHARGE
RIM ELEVATION
SURFACE LOAD
PEDESTRIAN
OPEN PLANTER
PEDESTRIAN
FRAME & COVER
J6" X J6"
N/A
N/A
WETLANDMEDIA VOLUME (CY)
TBD
ORIFICE SIZE (DIA. INCHES)
TBD
NOTES: PRELIMINARY NOT FOR CONSTRUCTION.
INSTALLATION NOTES VEGETATION
1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND PLANT
INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND ESTABLISHMENT APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MEDIA .
MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT.
2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER
RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS.
4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF
CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR.
ALL PIPES SHALL BE SEALED WATER TIGHT PER MANUFACTURERS STANDARD CONNECTION DETAIL.
5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE.
6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH
VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND INSTALLED BY OTHERS.
7. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR
ACTIVATION OF UNIT MANUFACTURERS WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE.
GENERAL NOTES
1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT BIO CLEAN.
8,'O"
9'-0"
LEFT END VIEW
PATENTED —
PERIMETER
VOID AREA
SITE CURBING -
BY OTHERS
DRAIN DOWN LINE-
PRE—FKTER
CARTRIDGE
0 i
WETLANDMEDIA
—! ———- VERTICAL
::;:::.::. ......: .:....:•..,.. ,.,:. ,. UNDERDRAIN
MANIFOLD
PLAN VIEW
OUTLET PIPE
SEE NOTES
HATCH OPENING
C/L
T i
„�, FLOW CONTROL
-' i o RISER
6"-
ELEVATION VIEW
�I
h
RIGHT END VIEW
TREATMENT FLOW (CFS)
0.115
OPERATING HEAD (FT)
J.4
PRETREATMENT LOADING RATE (GPM/SF)
2.0 WETLAND MEDIA LOADING RATE (GPM/SF)
1.0 PROPRIETARY AND CONFIDENTIAL:
q q � 5 / _ — p_ C
V� V V J L SF O 1.
\Y \�IF 1 INnC
THE INFORMATION CONTAINED IN THIS DOCUMENT IS THE SOLE
lo%pClean
STORM WA TER BIOFIL TRA TION SYSTEM
PRO=T AMY ff PR07FCTED er�aeMORE°F
PROPERTY OF FORTERRA AND ITS COMPANIES THIS DOCUMENT
NOR ANY PART THEREOF, MAY BE USED, REPRODUCED OR MODIFIED`�°W,�,�°"""'s° "Z52° "'°'62°STANDARD
i_37F° F303,814. RflA7ID FOlfE/ON O"TENTS OR
IN ANY MANNER WITH OUT THE WRITTEN CONSENT OF FORTERRA. s� �.,�M,
DETAIL
Priority Project Water Quality Management Plan (WQMP)
1300 Bristol
Attachment I
Master Covenant and Agreement and
Maintenance & Operation Plan
The Picerne Group Section VI
North OC Priority WQMP Template August 17 2011 Page 46
Operations and Maintenance (O&M) Plan
Water Quality Management Plan
for
1300 Bristol
1300 Bristol St.
Newport Beach, CA 92660
Exhibit B, Operations and Maintenance Plan
BMP
BMP Name and BMP Implementation,
Implementation,
Person or Entity
Applicable?
Maintenance and Inspection Procedures
Maintenance, and
with Operation &
Yes/No
Inspection Frequency
Maintenance
and Schedule
Responsibility
Non -Structural Source Control BMPs
Yes
N1. Education for Property Owners, Tenants and Occupants Ongoing
Owner
The owner shall prepare a training manual along with the Operations and Maintenance Manual for all existing and future employees. The manual shall include information regarding proper practices that contribute to the protection of the stormwater quality.
Training shall be provided upon hire of new associates. A copy of the training manual shall remain in the building at all times for employees to use as needed. The manual shall include all Educational Materials. Additional education material may be found in the following website : http://www.ocwatershed.com/PublicEd/resources/business- brochures.html
Yes
N2. Activity Restrictions
Ongoing
Owner
The property owner shall ensure that the rules and guidelines as determined on the project conditions of approval or other policies are followed at all times once the project is operations. Prohibited activities for the project that promoted water quality includes:
Prohibit discharges of fertilizer, pesticides, or animal wastes to streets or storm drains.
Prohibit blowing or sweeping of debris (leaf litter, grass clippings, litter, etc.) into streets or storm drains.
Requirement to keep dumpster lids closed at all times.
Prohibit vehicle washing, maintenance, or repair on the premises or restrict those activities to designated areas.
Yes
N3. Common Area Landscape Management
Weekly
Owner
Ongoing maintenance is conducted to minimize erosion and over -irrigation, conserve water and reduce pesticide and fertilizer applications.
Yes
N4. BMP Maintenance
Ongoing
Owner
All proposed BMP's shall be regularly maintained.
No
N5. Title 22 CCR Compliance
Every time
Owner
Exhibit B, Operations and Maintenance Plan
BMP
BMP Name and BMP Implementation,
Implementation,
Person or Entity
Applicable?
Maintenance and Inspection Procedures
Maintenance, and
with Operation &
Yes/No
Inspection Frequency
Maintenance
and Schedule
Responsibility
No
N6. Local Water Quality Permit Compliance
No
N7. Spill Contingency Plan
No
N8. Underground Storage Tank Compliance
No
N9. Hazardous Materials Disclosure Compliance
No
N10. Uniform Fire Code Implementation
Procedures shall be
Owner
established prior to
building
occupancy.
Yes
N11. Common Area Litter Control
Ongoing
Owner
The Owner will be required to implement trash management and litter control procedures in the common areas aimed at reducing pllution of drainage water. The Owner may contract with their landscape maintenace firm to provide this service with regularly scheduled maintenance, which should consist of litter patrol, emptying of trash receptacles in common areas, and noting trash disposal violations and reporting the violations to the Owner for investigation
Exhibit B, Operations and Maintenance Plan
BMP
BMP Name and BMP Implementation,
Implementation,
Person or Entity
Applicable?
Maintenance and Inspection Procedures
Maintenance, and
with Operation &
Yes/No
Inspection Frequency
Maintenance
and Schedule
Responsibility
Yes
N12. Employee Training
Quarterly.
Owner
The owner shall prepare a training manual for all existing and future employees. The Training shall be
manual shall include information regarding proper practices that contribute to the provided upon hire
protection of the stormwater quality. Training shall be provided upon hire of new and regular
associates. A copy of the training manual shall remain in the building at all times for intervals thereafter.
employees to use as needed. The manual shall include all Educational Materials.
Additional education material may be found in the following website :
htt:// www.ocwatershed.com/PublicEd/resources/business-brochures.html No
N13. Housekeeping of Loading Docks
Yes
N14. Common Area Catch Basin Inspection
Monthly
Owner
The owner must ensure that the on -site inlet and drain pipe will be periodically -Before and after
inspected visually. Cleaning should take place in the late summer/early fall prior to the predicted storm
start of the rainy season. If necessary, clean, repair, or replace any drainage facility events
prior to the start of each rainy season no later than October 15 of each year).
Yes
N15. Street Sweeping Private Streets and Parking Lots
Monthly
Owner
The Owner must sweep outdoor lots regularyly (minimum monthly), or as needed to maintain parking lot surface without trash, debris, or other removable solids, and prior to the storm season (no later than October 15 each year). Sweeping shall be done with a vacuum -type sweeper. Under no circumstances are outdoor areas/lots to be rinsed or washed with water unless said rinse/wash water is collected and disposed of properly (i.e. into the sewer).
Structural Source Control BMPs
Exhibit B, Operations and Maintenance Plan
BMP
BMP Name and BMP Implementation,
Implementation,
Person or Entity
Applicable?
Maintenance and Inspection Procedures
Maintenance, and
with Operation &
Yes/No
Inspection Frequency
Maintenance
and Schedule
Responsibility
Yes
S1. Provide Storm Drain System Stenciling and Signage
Annually
Owner
All catch basins/inlets/outlets/parkway drains on site must be marked using the City's "No Dumping - Drains to Ocean" curb marker or stenciled using an approved stencil to paint this message on the top of curb directly above the inlet, and on one side of the curb face. Labeling for catch basins & parkway drains is to be inspected regularly and maintained so as to be reasonably legible at all times. The inspection and maintenance is to be performed by the Owner. This stencil is to alert the public/employees to the destination of pollutants discharged into the storm water.
No
S2. Design Outdoor Hazardous Material Storage Areas to Reduce Pollutant Introduction Yes
S3. Design Trash Enclosures to Reduce Pollutant Introduction Ongoing
Owner
The owner shall post signs on trash enclosure gates that state "Keep Dumpster Lids Closed." The Owner will monitor dumpster usage such that dumpsters are not overfilled and the dumpster lids can close completely. The Owner shall increase the trash pickup schedule as necessary to prevent dumpsters from overfilling. The Owner will observe and damage to the trash enclosure wall and any discharge from the trash storage area.
Yes
S4. Use Efficient Irrigation Systems and Landscape Design Monthly
Owner
All irrigation systems will be inspected to ensure that the systems are functioning properly and that the programmable timers are set correctly.
See CASQA Stormwater Handbook BMP Fact Sheet SD-12 for additional information S4. Use Efficient Irrigation Systems and Landscape Design implementation/maintenance activities.
No
S5. Protect Slopes and Channels
Exhibit B, Operations and Maintenance Plan
BMP
BMP Name and BMP Implementation,
Implementation,
Person or Entity
Applicable?
Maintenance and Inspection Procedures
Maintenance, and
with Operation &
Yes/No
Inspection Frequency
Maintenance
and Schedule
Responsibility
No
S6. LoadingDock Areas
No
ST Maintenance Bays and Docks
Yes
S8. Vehicle Wash Areas
Visual Inspection for trash, debris, and pet waste accumulation and proper dispose of any trash, debris, and pet waste. Vehicle wash out of pet fecal matter, urine or animal fluids shall only be undertaken in areas with sewer drain. Washout of pet fecal material, urine and animal fluids shall not be made where water flows to public storm drain line. Contaminated accumulated water must be disposed of in accordance with applicable laws and cannot be discharged directly to the storm drain or sanitary sewer system without the appropriate permit.
No
S9.Outdoor Processing Areas
No
S10. Equipment Wash Areas
No
S11. Fueling Areas
No
S12. Site Design and Landscape Planning
No
S13. Wash Water Controls for Food Preparation Areas
No
S14. Community Car Wash Racks
Yes
Modular Wetland Systems
Per maintenance
Owner
Visual Inspection for trash and debris accumulation and dispose of any trash and debris manual provided.
accumulation. Inspect for standing water, and vegetation condition per the specifications included in the manual. In addition to the items listed above, refer to the following pages for Bioretention Operations and Maintenance General Requirements.
Exhibit B, Operations and Maintenance Plan
Attachments
Required Permits
This section must list any permits required for the implementation, operation, and maintenance of the BMPs. Possible examples are:
Permits for connection to sanitary sewer
Permits from California Department of Fish and Game
Encroachment permits
If no permits are required, a statement to that effect should be made.
Forms to Record BMP Implementation, Maintenance, and Inspection The form that will be used to record implementation, maintenance, and inspection of BMPs is attached.
Recordkeeping
All records must be maintained for at least five (5) years and must be made available for review upon request.
RECORD OF BMP IMPLEMENTATION, MAINTENANCE, AND INSPECTION Today's Date:
Name of Person Performing Activity
(Printed):
Signature:
BMP Name Brief Description of Implementation, Maintenance, and (As Shown in 0&M Plan) Inspection Activitv Performed
Maintenance Procedures
Screening Device
WETLANDS
1. Remove grate or manhole cover to gain access to the screening device in the Pre - Treatment Chamber. Vault type units do not have screening device. Maintenance can be performed without entry.
2. Remove all pollutants collected by the screening device. Removal can be done manually or with the use of a vacuum truck. The hose of the vacuum truck will not damage the screening device.
3. Screening device can easily be removed from the Pre -Treatment Chamber to gain access to separation chamber and media filters below. Replace grate or manhole cover when completed.
Separation Chamber
1. Perform maintenance procedures of screening device listed above before maintaining the separation chamber.
2. With a pressure washer spray down pollutants accumulated on walls and cartridge filters.
3. Vacuum out Separation Chamber and remove all accumulated pollutants. Replace screening device, grate or manhole cover when completed.
Cartridge Filters
1. Perform maintenance procedures on screening device and separation chamber before maintaining cartridge filters.
2. Enter separation chamber.
3. Unscrew the two bolts holding the lid on each cartridge filter and remove lid.
4. Remove each of 4 to 8 media cages holding the media in place.
5. Spray down the cartridge filter to remove any accumulated pollutants.
6. Vacuum out old media and accumulated pollutants.
7. Reinstall media cages and fill with new media from manufacturer or outside supplier. Manufacturer will provide specification of media and sources to purchase.
8. Replace the lid and tighten down bolts. Replace screening device, grate or manhole cover when completed.
Drain Down Filter
1. Remove hatch or manhole cover over discharge chamber and enter chamber.
2. Unlock and lift drain down filter housing and remove old media block. Replace with new media block. Lower drain down filter housing and lock into place.
3. Exit chamber and replace hatch or manhole cover.
www.modularwetiands.com
11��
WETLANDS
Maintenance Notes
Following maintenance and/or inspection, it is recommended the maintenance operator prepare a maintenance/inspection record. The record should include any maintenance activities performed, amount and description of debris collected, and condition of the system and its various filter mechanisms.
2. The owner should keep maintenance/inspection record(s) for a minimum of five years from the date of maintenance. These records should be made available to the governing municipality for inspection upon request at any time.
3. Transport all debris, trash, organics and sediments to approved facility for disposal in accordance with local and state requirements.
4. Entry into chambers may require confined space training based on state and local regulations.
5. No fertilizer shall be used in the Biofiltration Chamber.
6. Irrigation should be provided as recommended by manufacturer and/or landscape architect. Amount of irrigation required is dependent on plant species. Some plants may require irrigation.
www.modularwetlands.com
Maintenance Procedure Illustration
Screening Device
The screening device is located directly
under the manhole or grate over the
Pre -Treatment Chamber. It's mounted
directly underneath for easy access
and cleaning. Device can be cleaned by
hand or with a vacuum truck.
Separation Chamber
The separation chamber is located
directly beneath the screening device.
It can be quickly cleaned using a
vacuum truck or by hand. A pressure
washer is useful to assist in the
cleaning process.
www.modularwetlands.com
WETLANDS
Cartridge Filters
1��
WETLANDS
The cartridge filters are located in the
Pre -Treatment chamber connected to
the wall adjacent to the biofiltration
chamber. The cartridges have
removable tops to access the
individual media filters. Once the
cartridge is open media can be
easily removed and replaced by hand
or a vacuum truck.
Drain Down Filter
The drain down filter is located in the
Discharge Chamber. The drain filter
unlocks from the wall mount and hinges
up. Remove filter block and replace with
new block.
www.modularwetlands.com
Trim Vegetation
1��
WETLANDS
Vegetation should be maintained in the
same manner as surrounding vegetation
and trimmed as needed. No fertilizer shall
be used on the plants. Irrigation
per the recommendation of the
manufacturer and or landscape
architect. Different types of vegetation
requires different amounts of
irrigation.
www.modularwetlands.com
y
M D D U L A R
WETLANDS
Inspection Form
Modular Wetland System, Inc.
P. 760.433-7640
F. 760-433-3176
E. [email protected]
www.modularwetlands.com
8140 CLEAN' Inspection Report
I-
E14VPRONMENTAL SEAVFrES, W4_ Modular Wetlands System
WETLANDS
Project Name
Project Address
(city) (Zip Code)
Owner / Management Company
For Office Use Only
(Date)
Office personnel to complete section to
Contact Phone ( ) — the left.
Inspector Name Date / / Time AM/PM
Type of Inspection ❑ Routine ❑ Follow Up ❑ Complaint ❑ Storm Storm Event in Last 72-hours? ❑ No ❑ Yes Weather Condition Additional Notes
Inspection Checklist
Modular Wetland System Type (Curb, Grate or UG Vault): Size (22', 14' or etc.):
Structural Integrity:
Yes
No
Comments
Damage to pre-treatment access cover (manhole cover/grate) or cannot be opened using normal lifting pressure?
Damage to discharge chamber access cover (manhole cover/grate) or cannot be opened using normal lifting pressure?
Does the MWS unit show signs of structural deterioration (cracks in the wall, damage to frame)? Is the inlet/outlet pipe or drain down pipe damaged or otherwise not functioning properly? Working Condition:
Is there evidence of illicit discharge or excessive oil, grease, or other automobile fluids entering and clogging th unit?
Is there standing water in inappropriate areas after a dry period? Is the filter insert (if applicable) at capacity and/or is there an accumulation of debris/trash on the shelf system? Does the depth of sediment/trash/debris suggest a blockage of the inflow pipe, bypass or cartridge filter? If yes specify which one in the comments section. Note depth of accumulation in in pre-treatment chamber.
Depth
Does the cartridge filter media need replacement in pre-treatment chamber and/or discharge chamber? Chamber:
Any signs of improper functioning in the discharge chamber? Note issues in comments section.
Other Inspection Items:
Is there an accumulation of sediment/trash/debris in the wetland media (if applicable)? Is it evident that the plants are alive and healthy (if applicable)? Please note Plant Information below.
Is there a septic or foul odor coming from inside the system? Waste:
Sediment / Silt / Clay
Trash / Bags / Bottles
Green Waste / Leaves / Foliage
Additional Notes:
Yes I No
Recommended Maintenance
No Cleaning Needed
Schedule Maintenance as Planned
Needs Immediate Maintenance
Plant Information
to Plants
Plant Trimming
2972 San Luis Rey Road, Oceanside, CA 92058 P (760) 433-7640 F (760) 433-3176
Mw
Maintenance Report
Modular Wetland System, Inc.
P. 760.433-7640
F. 760-433-3176
E. [email protected]
www.modularwetlands.com
1��
WETLANDS
16 CLE
E NYiRDHMEAl TAL SEHVI CES. MC.
Project Name
Project Address
Owner / Management Company
Contact
Inspector Name
Type of Inspection ❑ Routine ❑ Follow Up ❑ Complaint
Weather Condition
Cleaning and Maintenance Report
Modular Wetlands System
Phone ( )
Date /
❑ Storm
Additional Notes
(city) (Zip Code)
OL'Ah
For Office Use Only
By)
Office personnel to complete section to
the left.
/ Time AM / PM
Storm Event in Last 72-hours? ❑ No ❑ Yes
Site
Map #
GPS Coordinates
of Insert
Manufacturer /
Description / Sizing
Trash
Accumulation
Foliage
Accumulation
Sediment
Accumulation
Total Debris
Accumulation
Condition of Media
25/50/75/100
(will be changed
@ 75%)
Operational Per
Manufactures'
Specifications
(If not, why?)
Lat:
M W S
Catch Basins
Long:
MWS
Sedimentation
Basin
Media Filter
Condition
Plant Condition
Drain Down Media
Condition
Discharge Chamber
Condition
Drain Down Pipe
Condition
Inlet and Outlet
Pipe Condition
Comments:
2972 San Luis Rey Road, Oceanside, CA 92058 P. 760.433.7640 F. 760.433.3176
APPENDIX E
NOISE MODELING DATA
FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name:
Bristol Project
Project Number:
094698010
Scenario:
Existing
Ldn/CNEL:
CNEL
Assumed 24-Hour Traffic Distribution:
Day
Evening
Night
Total ADT Volumes
77.70%
12.70%
9.60%
Medium -Duty Trucks
87.43%
5.05%
7.52%
Heavy -Duty Trucks
89.10%
2.84%
8.06%
Vehicle
Mix
Distance from Centerline
of Roadway
Median
ADT
Speed
Alpha
Medium
Heavy
CNEL at
Distance to
Contour
# Roadway
Segment
Lanes
Width
Volume
(mph)
Factor
Trucks
Trucks
100 Feet
70 CNEL
65 CNEL
60 CNEL
55 CNEL
1 Irvine Avenue
S/O Mesa Dr.
6 10
30,600
45 0.5
2.0%
1.0%
66.8 62
133
286
616
2 Irvine Avenue
S/O Bristol St. South
4 14
25,600
50 0.5
2.0%
1.0%
66.9 62
135
290
624
3 Campus Drive
N/O Bristol St. North
6 16
28,800
45 0.5
2.0%
1.0%
66.7 -
129
278
599
4 Campus Drive
E/O Von Karmen Ave.
4 4
10,600
45 0.5
2.0%
1.0%
61.9 -
63 135
290
5 MacArthur Boulevard
S/O Birch St.
6 4
18,200
55 0.5
2.0%
1.0%
66.6 59
128
275
593
6 Jamboree Road
N/O Eastbluff/University Dr.
6 14
50,200
55 0.5
2.0%
1.0%
71.1 119
256
552
1,190
7 Jamboree Road
N/O Bison Ave.
6 20
43,000
55 0.5
2.0%
1.0%
70.5 109
234
505
1,088
8 University Drive
E/O Jamboree Rd.
4 16
13,700
50 0.5
2.0%
1.0%
64.2 -
89 192
413
9 Birch Street
S/O Orchard
4 12
8,400
45 0.5
2.0%
1.0%
61.0 -
54 116
251
10 Bristol Street
E/O Birch St.
3 0
13,180
45 0.5
2.0%
1.0%
62.8 -
71 154
331
Distance is from the centerline of the roadway segment to the receptor location. "-" = contour is located within the roadway right-of-way.
FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name:
Bristol Project
Project Number:
094698010
Scenario:
Existing Plus Project
Ldn/CNEL:
CNEL
Assumed 24-Hour Traffic Distribution:
Day
Evening
Night
Total ADT Volumes
77.70%
12.70%
9.60%
Medium -Duty Trucks
87.43%
5.05%
7.52%
Heavy -Duty Trucks
89.10%
2.84%
8.06%
Vehicle Mix
Distance
from Centerline
of Roadway
Median
ADT
Speed
Alpha
Medium
Heavy
CNEL at
Distance to
Contour
# Roadway
Segment
Lanes
Width
Volume
(mph)
Factor
Trucks
Trucks
100 Feet
70 CNEL
65 CNEL
60 CNEL
55 CNEL
1 Irvine Avenue
S/O Mesa Dr.
6 10
30,600
45 0.5
2.0%
1.0%
66.8 62
133
286
616
2 Irvine Avenue
S/O Bristol St. South
4 14
25,600
50 0.5
2.0%
1.0%
66.9 62
135
290
624
3 Campus Drive
N/O Bristol St. North
6 16
28,800
45 0.5
2.0%
1.0%
66.7 -
129
278
599
4 Campus Drive
E/O Von Karmen Ave.
4 4
10,600
45 0.5
2.0%
1.0%
61.9 -
63 135
290
5 MacArthur Boulev,, S/O Birch St.
6 4
18,300
55 0.5
2.0%
1.0%
66.6 60
128
276
595
6 Jamboree Road
N/O Eastbluff/University Dr.
6 14
50,300
55 0.5
2.0%
1.0%
71.1 119
257
553
1,191
7 Jamboree Road
N/O Bison Ave.
6 20
43,100
55 0.5
2.0%
1.0%
70.6 109
235
506
1,090
8 University Drive
E/O Jamboree Rd.
4 16
13,700
50 0.5
2.0%
1.0%
64.2 -
89 192
413
9 Birch Street
S/O Orchard
4 12
8,400
45 0.5
2.0%
1.0%
61.0 -
54 116
251
10 Bristol Street
E/O Birch St.
3 0
13,400
45 0.5
2.0%
1.0%
62.9 -
72 155
335
Distance is from the centerline of the roadway segment to the receptor location. -' = contour is located within the roadway right-of-way.
FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name: Bristol Project
Project Number: 094698010
Scenario: Opening Year
Ldn/CNEL: CNEL
Assumed 24-Hour Traffic Distribution:
Day
Evening
Night
Total ADT Volumes
77.70%
12.70%
9.60%
Medium -Duty Trucks
87.43%
5.05%
7.52%
Heavy -Duty Trucks
89.10%
2.84%
8.06%
Vehicle Mix
Distance
from Centerline
of Roadway
Median
ADT
Speed
Alpha
Medium
Heavy
CNEL at
Distance to
Contour
# Roadway
Segment
Lanes
Width
Volume
(mph)
Factor
Trucks
Trucks
100 Feet
70 CNEL
65 CNEL
60 CNEL
55 CNEL
1 Irvine Avenue
S/O Mesa Dr.
6 10
32,500
45 0.5
2.0%
1.0%
67.1 64
138
297
641
2 Irvine Avenue
S/O Bristol St. South
4 14
27,200
50 0.5
2.0%
1.0%
67.2 65
140
302
650
3 Campus Drive
N/O Bristol St. North
6 16
29,000
45 0.5
2.0%
1.0%
66.7 -
130
279
601
4 Campus Drive
E/O Von Karmen Ave.
4 4
10,700
45 0.5
2.0%
1.0%
62.0 -
63 136
292
5 MacArthur Boulev,, S/O Birch St.
6 4
19,800
55 0.5
2.0%
1.0%
67.0 63
135
291
628
6 Jamboree Road
N/O Eastbluff/University Dr.
6 14
54,600
55 0.5
2.0%
1.0%
71.5 126
271
584
1,258
7 Jamboree Road
N/O Bison Ave.
6 20
47,100
55 0.5
2.0%
1.0%
70.9 116
249
537
1,156
8 University Drive
E/O Jamboree Rd.
4 16
13,800
50 0.5
2.0%
1.0%
64.3 -
89 193
415
9 Birch Street
S/O Orchard
4 12
8,900
45 0.5
2.0%
1.0%
61.2 -
56 121
261
10 Bristol Street
E/O Birch St.
3 0
14,102
45 0.5
2.0%
1.0%
63.1 -
75 161
347
Distance is from the centerline of the roadway segment to the receptor location. -' = contour is located within the roadway right-of-way.
FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name:
Bristol Project
Project Number:
094698010
Scenario:
Opening Year Plus Project
Ldn/CNEL:
CNEL
Assumed 24-Hour Traffic Distribution:
Day
Evening
Night
Total ADT Volumes
77.70%
12.70%
9.60%
Medium -Duty Trucks
87.43%
5.05%
7.52%
Heavy -Duty Trucks
89.10%
2.84%
8.06%
Vehicle Mix
Distance
from Centerline
of Roadway
Median
ADT
Speed
Alpha
Medium
Heavy
CNEL at
Distance to
Contour
# Roadway
Segment
Lanes
Width
Volume
(mph)
Factor
Trucks
Trucks
100 Feet
70 CNEL
65 CNEL
60 CNEL
55 CNEL
1 Irvine Avenue
S/O Mesa Dr.
6 10
32,500
45 0.5
2.0%
1.0%
67.1 64
138
297
641
2 Irvine Avenue
S/O Bristol St. South
4 14
27,200
50 0.5
2.0%
1.0%
67.2 65
140
302
650
3 Campus Drive
N/O Bristol St. North
6 16
29,000
45 0.5
2.0%
1.0%
66.7 -
130
279
601
4 Campus Drive
E/O Von Karmen Ave.
4 4
10,700
45 0.5
2.0%
1.0%
62.0 -
63 136
292
5 MacArthur Boulev,, S/O Birch St.
6 4
19,900
55 0.5
2.0%
1.0%
67.0 63
136
292
630
6 Jamboree Road
N/O Eastbluff/University Dr.
6 14
54,700
55 0.5
2.0%
1.0%
71.5 126
271
585
1,260
7 Jamboree Road
N/O Bison Ave.
6 20
47,200
55 0.5
2.0%
1.0%
71.0 116
249
537
1,158
8 University Drive
E/O Jamboree Rd.
4 16
13,800
50 0.5
2.0%
1.0%
64.3 -
89 193
415
9 Birch Street
S/O Orchard
4 12
8,900
45 0.5
2.0%
1.0%
61.2 -
56 121
261
10 Bristol Street
E/O Birch St.
3 0
14,258
45 0.5
2.0%
1.0%
63.1 -
75 162
349
Distance is from the centerline of the roadway segment to the receptor location. -' = contour is located within the roadway right-of-way.
FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name:
Bristol Project
Project Number:
094698010
Scenario:
Horizon Year
Ldn/CNEL:
CNEL
Assumed 24-Hour Traffic Distribution:
Day
Evening
Night
Total ADT Volumes
77.70%
12.70%
9.60%
Medium -Duty Trucks
87.43%
5.05%
7.52%
Heavy -Duty Trucks
89.10%
2.84%
8.06%
Vehicle
Mix
Distance from Centerline
of Roadway
Median
ADT
Speed
Alpha
Medium
Heavy
CNEL at
Distance to
Contour
# Roadway
Segment
Lanes
Width
Volume
(mph)
Factor
Trucks
Trucks
100 Feet
70 CNEL
65 CNEL
60 CNEL
55 CNEL
1 Irvine Avenue
S/O Mesa Dr.
6 10
48,700
45 0.5
2.0%
1.0%
68.9 84
181
389
839
2 Irvine Avenue
S/O Bristol St. South
4 14
48,700
50 0.5
2.0%
1.0%
69.7 96
207
445
959
3 Campus Drive
N/O Bristol St. North
6 16
49,600
45 0.5
2.0%
1.0%
69.0 86
185
399
860
4 Campus Drive
E/O Von Karmen Ave.
4 4
25,600
45 0.5
2.0%
1.0%
65.8 52
113
243
523
5 MacArthur Boulevard
S/O Birch St.
6 4
27,700
55 0.5
2.0%
1.0%
68.4 78
169
364
785
6 Jamboree Road
N/O Eastbluff/University Dr.
6 14
46,400
55 0.5
2.0%
1.0%
70.8 113
243
524
1,129
7 Jamboree Road
N/O Bison Ave.
6 20
11,100
55 0.5
2.0%
1.0%
64.7 -
95 205
441
8 University Drive
E/O Jamboree Rd.
4 16
16,800
50 0.5
2.0%
1.0%
65.1 -
102
219
473
9 Birch Street
S/O Orchard
4 12
46,200
45 0.5
2.0%
1.0%
68.4 78
168
363
782
10 Bristol Street
E/O Birch St.
3 0
18,540
45 0.5
2.0%
1.0%
64.3 42
90 193
416
Distance is from the centerline of the roadway segment to the receptor location. -' = contour is located within the roadway right-of-way.
FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name:
Bristol Project
Project Number:
094698010
Scenario:
Horizon Year Plus Project
Ldn/CNEL:
CNEL
Assumed 24-Hour Traffic Distribution:
Day
Evening
Night
Total ADT Volumes
77.70%
12.70%
9.60%
Medium -Duty Trucks
87.43%
5.05%
7.52%
Heavy -Duty Trucks
89.10%
2.84%
8.06%
Vehicle Mix
Distance from Centerline
of Roadway
Median
ADT
Speed
Alpha
Medium
Heavy
CNEL at
Distance to Contour
# Roadway
Segment
Lanes
Width
Volume
(mph)
Factor
Trucks
Trucks
100 Feet
70 CNEL
65 CNEL
60 CNEL
55 CNEL
1 Irvine Avenue
S/O Mesa Dr.
6 10
48,700
45 0.5
2.0%
1.0%
68.9 84
181
389
839
2 Irvine Avenue
S/O Bristol St. South
4 14
48,700
50 0.5
2.0%
1.0%
69.7 96
207
445
959
3 Campus Drive
N/O Bristol St. North
6 16
49,600
45 0.5
2.0%
1.0%
69.0 86
185
399
860
4 Campus Drive
E/O Von Karmen Ave.
4 4
25,600
45 0.5
2.0%
1.0%
65.8 52
113
243
523
5 MacArthur Boulevard S/O Birch St.
6 4
27,700
55 0.5
2.0%
1.0%
68.4 78
169
364
785
6 Jamboree Road
N/O Eastbluff/University Dr.
6 14
46,400
55 0.5
2.0%
1.0%
70.8 113
243
524
1,129
7 Jamboree Road
N/O Bison Ave.
6 20
11,100
55 0.5
2.0%
1.0%
64.7 -
95 205
441
8 University Drive
E/O Jamboree Rd.
4 16
16,800
50 0.5
2.0%
1.0%
65.1 -
102
219
473
9 Birch Street
S/O Orchard
4 12
46,200
45 0.5
2.0%
1.0%
68.4 78
168
363
782
10 Bristol Street
E/O Birch St.
3 0
18,636
45 0.5
2.0%
1.0%
64.3 42
90 194
417
Distance is from the centerline of the roadway segment to the receptor location. "-" = contour is located within the roadway right-of-way.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date:
11/19/2021
Case Description:
00 Demolition
---- Receptor #1 ----
Baselines (dBA)
Description
Land Use
Daytime Evening Night
Southwest
Residential
55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact Lmax
Lmax
Distance
Shielding
Description
Device Usage(%) (dBA)
(dBA)
(feet)
(dBA)
Concrete Saw
No 20
89.6 800
0 Dozer
No 40
81.7 800
0 Tractor
No 40 84
800
0 Tractor
No 40 84
800
0 Tractor
No 40 84
800
0 Results
Calculated (dBA)
Noise Limits
(dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Concrete Saw
65.5 58.5 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Dozer
57.6 53.6 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
59.9 55.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
59.9 55.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
59.9 55.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
65.5 63.3 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
Receptor#2
Baselines (dBA)
Description
Land Use Daytime Evening Night
Residential 55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact Lmax
Lmax
Distance
Shielding
Description
Device Usage(%) (dBA)
(dBA)
(feet)
(dBA)
Concrete Saw
No 20
89.6 490
0 Dozer
No 40
81.7 490
0 Tractor
No 40 84
490
0 Tractor
No 40 84
490
0 Tractor
No 40 84
490
0 Results
Calculated (dBA)
Noise Limits
(dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Concrete Saw
64.2 60.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Dozer
64.2 60.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
64.2 60.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
64.2 60.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
61.8 57.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total 64.2 67.8 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
---- Receptor #3 ----
Baselines (dBA)
Description
Land Use Daytime Evening Night
Residential 55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact Lmax
Lmax
Distance
Shielding
Description
Device Usage(%) (dBA)
(dBA)
(feet)
(dBA)
Concrete Saw
No 20
89.6 470
0 Dozer
No 40
81.7 470
0 Tractor
No 40 84
470
0 Tractor
No 40 84
470
0 Tractor
No 40 84
470
0 Results
Calculated (dBA)
Noise Limits
(dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Concrete Saw
64.5 60.6 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Dozer
64.5 60.6 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
64.5 60.6 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
64.5 60.6 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
62.2 58.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total 64.5 68.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 11/19/2021
Case Description: 01 Site Prep
---- Receptor #1 ----
Baselines (dBA)
Description
Land Use
Daytime Evening Night
Southwest
Residential
55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact Lmax
Lmax
Distance
Shielding
Description
Device Usage(%) (dBA)
(dBA)
(feet)
(dBA)
Grader
No 40 85
800
0 Dozer
No 40
81.7 800
0 Tractor
No 40 84
800
0 Results
Calculated (dBA)
Noise Limits (dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Grader
60.9 56.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Dozer
57.6 53.6 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
59.9 55.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
60.9 60.5 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
Baselines (dBA)
Description
Land Use
Daytime Evening Night
Residential
55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact Lmax
Lmax
Distance
Shielding
Description
Device Usage(%) (dBA)
(dBA)
(feet)
(dBA)
Grader
No 40 85
490
0 Dozer
No 40
81.7 490
0 Tractor
No 40 84
490
0 Results
Calculated (dBA)
Noise Limits (dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Grader
64.2 60.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Dozer
64.2 60.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
64.2 60.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
64.2 67.8 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
---- Receptor #3 ----
Baselines (dBA)
Description
Land Use
Daytime Evening Night
Residential
55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact Lmax
Lmax
Distance
Shielding
Description
Device Usage(%) (dBA)
(dBA)
(feet)
(dBA)
Grader
No 40 85
470
0 Dozer
No 40
81.7 470
0 Tractor
No 40 84
470
0 Results
Calculated (dBA)
Noise Limits (dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Grader
64.5 60.6 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Dozer
64.5 60.6 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
64.5 60.6 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
64.5 68.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 11/19/2021
Case Description: 02 Grading
---- Receptor #1 ----
Baselines (dBA)
Description
Land Use
Daytime Evening Night
Southwest
Residential
55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact Lmax
Lmax
Distance
Shielding
Description
Device Usage(%) (dBA)
(dBA)
(feet)
(dBA)
Dozer
No 40
81.7 800
0 Tractor
No 40 84
800
0 Grader
No 40 85
800
0 Tractor
No 40 84
800
0 Results
Calculated (dBA)
Noise Limits
(dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Dozer
57.6 53.6 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
59.9 55.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Grader
60.9 56.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
59.9 55.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
60.9 61.8 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
Baselines (dBA)
Description
Land Use
Daytime Evening Night
Residential
55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact Lmax
Lmax
Distance
Shielding
Description
Device Usage(%) (dBA)
(dBA)
(feet)
(dBA)
Dozer
No 40
81.7 490
0 Tractor
No 40 84
490
0 Grader
No 40 85
490
0 Tractor
No 40 84
490
0 Results
Calculated (dBA)
Noise Limits
(dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Dozer
60.9 56.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
60.9 56.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Grader
65.2 61.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
63.8 59.8 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
65.2 68.4 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
---- Receptor #3 ----
Baselines (dBA)
Description
Land Use
Daytime Evening Night
Residential
55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact Lmax
Lmax
Distance
Shielding
Description
Device Usage(%) (dBA)
(dBA)
(feet)
(dBA)
Dozer
No 40
81.7 470
0 Tractor
No 40 84
470
0 Grader
No 40 85
470
0 Tractor
No 40 84
470
0 Results
Calculated (dBA)
Noise Limits
(dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Dozer
61.2 57.3 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
61.2 57.3 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Grader
65.5 61.6 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
64.1 60.1 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
65.5 68 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
Report date: 11/19/2021
Case Description: 03 Building Construction
Roadway Construction Noise Model (RCNM),Version 1.1
Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Southwest Residential 55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact
Lmax
Lmax
Distance
Shielding
Description
Device
Usage(%) (dBA)
(dBA)
(feet)
(dBA)
Crane
No
16 80.6
800
0 All Other Equipment > 5 HP
No
50 85
800
0 Generator
No
50 80.6
800
0 Tractor
No
40 84
800
0 Welder / Torch
No
40 74
800
0 Welder / Torch
No
40 74
800
0 Welder / Torch
No
40 74
800
0 Results
Calculated
(dBA)
Noise
Limits
(dBA)
Day
Evening
Night
Day
Equipment
*Lmax
Leq Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Crane
56.5 48.5 N/A
N/A
N/A
N/A
N/A
N/A
N/A
All Other Equipment > 5 HP
60.9 57.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
Generator
56.5 53.5 N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
59.9 55.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
Welder / Torch
49.9 45.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
Welder / Torch
49.9 45.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
Welder / Torch
49.9 45.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
60.9 61.5 N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
Receptor #2 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Residential 55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact
Lmax
Lmax
Distance
Shielding
Description
Device Usage(%)
(dBA)
(dBA)
(feet)
(dBA)
Crane
No
16 80.6
490
0 All Other Equipment > 5 HP
No
50 85
490
0 Generator
No
50 80.6
490
0 Tractor
No
40 84
490
0 Welder / Torch
No
40 74
490
0 Welder / Torch
No
40 74
490
0 Welder / Torch
No
40 74
490
0 Results
Calculated (dBA)
Noise
Limits
(dBA)
Day
Evening
Night
Day
Equipment
*Lmax Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Crane
60.7 52.8 N/A
N/A
N/A
N/A
N/A
N/A
N/A
All Other Equipment > 5 HP
65.2 62.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
Generator
65.2 62.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
65.2 62.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
Welder / Torch
60.8 57.8 N/A
N/A
N/A
N/A
N/A
N/A
N/A
Welder / Torch
64.2 60.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
Welder / Torch
64.2 60.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
65.2 69.5 N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
Receptor #3 ----
Baselines (dBA)
Description Land Use
Daytime
Evening
Night
Residential
55 50
45 Equipment
Spec Actual
Receptor
Estimated
Impact
Lmax Lmax
Distance
Shielding
Description
Device
Usage(%)
(dBA) (dBA)
(feet)
(dBA)
Crane
No
16 80.6
470
0 All Other Equipment > 5 HP
No
50 85
470
0 Generator
No
50 80.6
470
0 Tractor
No
40 84
470
0 Welder / Torch
No
40 74
470
0 Welder / Torch
No
40 74
470
0 Noise Limit Exceedance (dBA)
Evening
Night
Leq
Lmax
Leq
Lmax
Leq
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Noise Limit Exceedance (dBA)
Evening
Night
Leq
Lmax
Leq
Lmax
Leq
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Welder / Torch
Equipment
Crane
All Other Equipment > 5 HP
Generator
Tractor
Welder / Torch
Welder / Torch
Welder / Torch
Total
No
40 74 470
Results
Calculated (dBA)
Noise
Limits (dBA)
Day
Evening
*Lmax Leq
Lmax
Leq
Lmax
Leq
61.1 53.1 N/A
N/A
N/A
N/A
65.5 62.5 N/A
N/A
N/A
N/A
65.5 62.5 N/A
N/A
N/A
N/A
65.5 62.5 N/A
N/A
N/A
N/A
61.2 58.2 N/A
N/A
N/A
N/A
64.5 60.6 N/A
N/A
N/A
N/A
64.5 60.6 N/A
N/A
N/A
N/A
65.5 69.3 N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest
value.
I
Noise Limit Exceedance (dBA)
Night
Day
Evening
Night
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 11/19/2021
Case Description: 04 Paving
---- Receptor #1 ----
Baselines (dBA)
Description Land Use Daytime Evening Night
Southwest Residential 55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact
Lmax
Lmax
Distance
Shielding
Description
Device Usage(%) (dBA)
(dBA)
(feet)
(dBA)
All Other Equipment > 5 HP
No
50 85
800
0 Paver
No
50 77.2
800
0 Pavement Scarafier
No
20 89.5
800
0 Roller
No
20 80
800
0 Tractor
No
40 84
800
0 Results
Calculated (dBA)
Noise Limits (dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
All Other Equipment > 5 HP
60.9 57.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Paver
53.1 50.1 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Pavement Scarafier
65.4 58.4 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Roller
55.9 48.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
59.9 55.9 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
65.4 62.8 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
Baselines (dBA)
Description Land Use
Daytime Evening Night
Residential
55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact
Lmax
Lmax
Distance
Shielding
Description
Device Usage(%) (dBA)
(dBA)
(feet)
(dBA)
All Other Equipment > 5 HP
No
50 85
800
0 Paver
No
50 77.2
800
0 Pavement Scarafier
No
20 89.5
800
0 Roller
No
20 80
800
0 Tractor
No
40 84
490
0 Results
Calculated (dBA)
Noise Limits (dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
All Other Equipment > 5 HP
57.4 54.4 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Paver
57.4 54.4 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Pavement Scarafier
69.7 62.7 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Roller
69.7 62.7 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Tractor
60.2 53.2 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
69.7 66.7 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
---- Receptor #3 ----
Baselines (dBA)
Description Land Use
Daytime Evening Night
Residential
55 50 45
Equipment
Spec
Actual
Receptor
Estimated
Impact
Lmax
Lmax
Distance
Shielding
Description
Device Usage(%) (dBA)
(dBA)
(feet)
(dBA)
All Other Equipment > 5 HP
No
50 85
470
0 Paver
No
50 77.2
470
0 Pavement Scarafier
No
20 89.5
470
0 Roller
No
20 80
470
0 Tractor
No
40 84
470
0 Results
Calculated (dBA)
Noise Limits (dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
All Other Equipment > 5 HP
57.8 54.7 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Paver
57.8 54.7 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Pavement Scarafier
70 63 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Roller 70 63 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Tractor 60.5 53.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 70 67.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 11/19/2021
Case Description: 05 AC
---- Receptor #1 ----
Baselines (dBA)
Description
Land Use
Daytime Evening Night
Southwest
Residential
55 50 45
Equipment
Spec Actual
Receptor
Estimated
Impact Lmax Lmax
Distance
Shielding
Description
Device Usage(%) (dBA) (dBA)
(feet)
(dBA)
Compressor (air)
No 40 77.7
800
0 Results
Calculated (dBA) Noise Limits
(dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq Lmax Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Compressor (air)
53.6 49.6 N/A N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
53.6 49.6 N/A N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
Baselines (dBA)
Description
Land Use
Daytime Evening Night
Residential
55 50 45
Equipment
Spec Actual
Receptor
Estimated
Impact Lmax Lmax
Distance
Shielding
Description
Device Usage(%) (dBA) (dBA)
(feet)
(dBA)
Compressor (air)
No 40 77.7
490
0 Results
Calculated (dBA) Noise Limits
(dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq Lmax Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Compressor (air)
57.8 53.9 N/A N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
57.8 53.9 N/A N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
---- Receptor #3 ----
Baselines (dBA)
Description
Land Use
Daytime Evening Night
Residential
55 50 45
Equipment
Spec Actual
Receptor
Estimated
Impact Lmax Lmax
Distance
Shielding
Description
Device Usage(%) (dBA) (dBA)
(feet)
(dBA)
Compressor (air)
No 40 77.7
470
0 Results
Calculated (dBA) Noise Limits
(dBA)
Noise Limit
Exceedance
(dBA)
Day
Evening
Night
Day
Evening
Night
Equipment
*Lmax Leq Lmax Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Lmax
Leq
Compressor (air)
58.2 54.2 N/A N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Total
58.2 54.2 N/A N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
*Calculated Lmax is the Loudest value.
APPENDIX F
TRAFFIC IMPACT ASSESSMENT
g3ldJi�
Traffic Engineering o Transportation Planning • Parking • Noise & Vibration Air Quality • Global Climate Change o Health Risk Assessment
prepared by
Bryan Crawford
Giancarlo Ganddini, PE, PTP
GANDDINI GROUP, INC.
555 Parkcenter Drive, Suite 225
Santa Ana, California 92705
(714) 795-3100 I ganddini.com
PICERNE RESIDENTIAL (1300
BRISTOL STREET NORTH)
TRAFFIC IMPACT ANALYSIS
City of Newport Beach
November 23, 2021
Project No. 19410
TABLE OF CONTENTS
EXECUTIVESUMMARY................................................................................................................................................ IV
1. INTRODUCTION....................................................................................................................................................1 ProjectDescription..........................................................................................................................................................1 StudyArea.........................................................................................................................................................................1 AnalysisScenarios...........................................................................................................................................................1
2. METHODOLOGY...................................................................................................................................................5 Traffic Phasing Ordinance Analytical Methodology (Non-CEQA)...................................................................
Intersection Capacity Utilization Methodology........................................................................................
PerformanceStandards...................................................................................................................................
Substantial Operational Deficiency Criteria...............................................................................................
Cumulative and General Plan Analytical Methodology (CEQA).......................................................................
Thresholds of Significance for General Plan EIR Addendum................................................................
Vehicle Miles Traveled Analytical Methodology (CEQA)...................................................................................
3. EXISTING CONDITIONS......................................................................................................................................7 ExistingRoadway System..............................................................................................................................................7 PedestrianFacilities.........................................................................................................................................................7 BicycleRoutes..................................................................................................................................................................7 TransitFacilities................................................................................................................................................................7 GeneralPlan Context.....................................................................................................................................................7 ExistingTraffic Volumes................................................................................................................................................7 Existing Intersection Level of Service.........................................................................................................................8
4. PROJECT FORECASTS.......................................................................................................................................17 ProjectTrip Generation.............................................................................................................................................. 17 Project Trip Distribution and Assignment..............................................................................................................17
5. FUTURE VOLUME FORECASTS......................................................................................................................25 City of Newport Beach Approved Projects...........................................................................................................25 AmbientGrowth........................................................................................................................................................... 25 TPOYear 2026 Volume Forecasts..........................................................................................................................25
6. TPO ANALYSIS.....................................................................................................................................................31 TPO Year 2026 One -Percent Threshold Analysis...............................................................................................31 TPOImpact Assessment.............................................................................................................................................31
7. CEQA ANALYSIS..................................................................................................................................................34 CumulativeProjects.....................................................................................................................................................34 CEQA Year 2026 Without Project Volume Forecasts....................................................................................... 34 CEQA Year 2026 With Project Volume Forecasts..............................................................................................34 CEQA Year 2026 Impact Assessment.................................................................................................................... 34 8. GENERAL PLAN COMPARISON ANALYSIS.................................................................................................44 General Plan Comparison Methodology................................................................................................................44 General Plan Comparison Trip Generation and Trip Distribution...................................................................44 Post 2030 General Plan Buildout Without Project Volume Forecasts..........................................................44 Post 2030 General Plan Buildout With Project Volume Forecasts.................................................................44 General Plan Comparison Impact Assessment.....................................................................................................44 gnJil Picerne Residential (1300 Bristol Street North)
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9. CONGESTION MANAGEMENT PROGRAM
52 Background.................................................................................................................................................................... 52 CMP-Monitored Intersections..................................................................................................................................52 Requirements for Improvements.............................................................................................................................. 52 Criteria for Preparation of CMP Impact Analysis................................................................................................. 52
10. SITE ACCESS AND CIRCULATION..................................................................................................................53 SiteAccess...................................................................................................................................................................... 53 On -Site Circulation.......................................................................................................................................................53
11. VEHICLE MILES TRAVELED (VMT).................................................................................................................54 Background.................................................................................................................................................................... 54 VMT Assessment and Screening.............................................................................................................................. 54
12. CONCLUSIONS
55 ProjectTrip Generation.............................................................................................................................................. 55 TPOImpact Analysis.................................................................................................................................................... 55 CEQAYear 2026 Impact Analysis............................................................................................................................ 55 CEQA General Plan Comparison Impact Analysis............................................................................................... 55 VMTScreening.............................................................................................................................................................. 55 Congestion Management Program.......................................................................................................................... 55 SiteAccess and Circulation........................................................................................................................................ 55
APPENDICES
Appendix A Glossary
Appendix B Volume Count Worksheets
Appendix C Level of Service Worksheets
Appendix D Approved Projects List and Cumulative Projects Appendix E TPO One -Percent Threshold Analysis
LIST OF TABLES
Table 1.
Existing (2021) Intersection Levels of Service..........................................................................................10 Table2.
Project Trip Generation...................................................................................................................................18 Table 3.
TPO One -Percent Threshold Analysis Summary...................................................................................... 32 Table 4.
TPO Year 2026 Intersection Levels of Service and Impact Assessment...........................................33 Table 5.
Cumulative Projects Trip Generation..........................................................................................................35 Table 6.
CEQA Year 2026 Intersection Levels of Service and Impact Assessment........................................36 Table 7.
General Plan Comparison Trip Generation................................................................................................46 Table 8.
General Plan Comparison: Post 2030 General Plan Buildout Intersection Levels of Serviceand Impact Assessment....................................................................................................................47
LIST OF FIGURES
Figure1. Project Location Map..........................................................................................................................................3 Figure2. Site Plan..................................................................................................................................................................4 Figure 3. Existing Lane Geometry and Intersection Traffic Controls.......................................................................9 Figure 4. Existing Pedestrian Facilities..........................................................................................................................11 Figure 5. Orange County Transportation Authority System Map.........................................................................12 Figure 6. City of Newport Beach General Plan Master Plan of Streets and Highways...................................13 Figure 7. City of Newport Beach General Plan Roadway Cross-Sections..........................................................14 g:31dipi
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Figure 8.
Existing AM Peak Hour Intersection Turning Movement Volumes.....................................................15 Figure 9.
Existing PM Peak Hour Intersection Turning Movement Volumes.....................................................16 Figure 10.
Project Outbound Trip Distribution - Existing General Office Building............................................19 Figure 11.
Project Inbound Trip Distribution - Existing General Office Building................................................20 Figure 12.
Project Outbound Trip Distribution - Proposed Residential................................................................21 Figure 13.
Project Inbound Trip Distribution - Proposed Residential....................................................................22 Figure 14.
Project (Net) AM Peak Hour Intersection Turning Movement Volumes...........................................23 Figure 15.
Project (Net) PM Peak Hour Intersection Turning Movement Volumes............................................24 Figure 16.
TPO Year 2026 Without Project AM Peak Hour Intersection Turning Movement Volumes............................................................................................................................................................... 27 Figure 17.
TPO Year 2026 Without Project PM Peak Hour Intersection Turning Movement Volumes............................................................................................................................................................... 28 Figure 18.
TPO Year 2026 With Project AM Peak Hour Intersection Turning Movement Volumes ............. 29 Figure 19.
TPO Year 2026 With Project PM Peak Hour Intersection Turning Movement Volumes.............30 Figure 20.
Cumulative Projects Location Map..............................................................................................................37 Figure 21.
Cumulative Projects AM Peak Hour Intersection Turning Movement Volumes..............................38 Figure 22.
Cumulative Projects PM Peak Hour Intersection Turning Movement Volumes..............................39 Figure 23.
CEQA Year 2026 Without Project AM Peak Hour Intersection Turning Movement Volumes............................................................................................................................................................... 40 Figure 24.
CEQA Year 2026 Without Project PM Peak Hour Intersection Turning Movement Volumes............................................................................................................................................................... 41 Figure 25.
CEQA Year 2026 With Project AM Peak Hour Intersection Turning Movement Volumes............................................................................................................................................................... 42 Figure 26.
CEQA Year 2026 With Project PM Peak Hour Intersection Turning Movement Volumes .......... 43 Figure 29.
Post 2030 General Plan Buildout Without Project AM Peak Hour Intersection Turning MovementVolumes.........................................................................................................................................48 Figure 30.
Post 2030 General Plan Buildout Without Project PM Peak Hour Intersection Turning MovementVolumes.........................................................................................................................................49 Figure 31.
Post 2030 General Plan Buildout With Project AM Peak Hour Intersection Turning MovementVolumes......................................................................................................................................... 50 Figure 32.
Post 2030 General Plan Buildout With Project PM Peak Hour Intersection Turning MovementVolumes......................................................................................................................................... 51 grdJ11 Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
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EXECUTIVE SUMMARY
The purpose of this study is to evaluate the potential for transportation impacts resulting from development of the proposed project both in the context of the City of Newport Beach's discretionary authority for conformance with locally established operational standards and the California Environmental Quality Act (CEQA). Although this is a technical report, effort has been made to write the report clearly and concisely. A glossary is provided in Appendix A to assist the reader with terms related to transportation engineering.
This study was prepared in consultation with City of Newport Beach staff and in accordance with the procedures and methodologies for assessing transportation impacts established by the City of Newport Beach.
To assess the project's conformance with local operational standards, this study evaluates the project's effect on traffic operations in accordance with the City's Traffic Phasing Ordinance (TPO) and, if necessary, identifies recommended improvements or corrective measures to alleviate operational deficiencies substantially caused or worsened by the proposed project. In addition to existing (2021) conditions, this report analyzes forecast traffic conditions for year 2026 (one year after project opening).
For CEQA purposes, this study also evaluates the significance of project -related transportation impacts using cumulative methodology as well as vehicle miles traveled (VMT) analysis relative to criteria established by the City of Newport Beach as the lead agency and, if necessary, identifies any feasible mitigation measures to mitigate any significant impacts. Additionally, analysis was also prepared for Year 2026 cumulative and Post 2030 General Plan Buildout conditions in support of the project's proposed addendum to the 2006 General Plan Environmental Impact Report (EIR).
Project Description
The project site is addressed at 1300 Bristol Street North, located at the northeast corner of Bristol Street North and Spruce Street, in the City of Newport Beach, California. The project site is currently developed with an existing office building totaling 33,292 square feet.
The proposed project involves a demolition of the existing 33,292 square foot building. The proposed redevelopment includes a new six -floor apartment building comprised of 193 residential dwelling units on five floors above at -grade parking and two levels of subterranean parking. Vehicular access is proposed to be maintained at Bristol Street North and Spruce Street. The proposed project is anticipated to be fully operational by year 2025.
The proposed project involves a Transfer of Development Rights (TDR) which includes the transfer of 77 units from Uptown Newport.
Existing Conditions
The study intersections currently operate at Levels of Service D or better during the peak hours for Existing conditions.
Project Trip Generation
The existing project site land use is estimated to generate approximately 324 daily trips, including 38 trips during the AM peak hour and 38 trips during the PM peak hour. The proposed project site land use is forecast to generate a total of approximately 1,050 daily trips, including 69 trips during the AM peak hour and 85 trips during the PM peak hour. Therefore, the proposed project is forecast to result in net increase of approximately 726 net new daily trips, including 31 net new trips during the AM peak hour and 47 net new trips during the PM peak hour.
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TPO Impact Analysis
The addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections for TPO Year 2026 With Project conditions and no improvements are required.
CEQA Impact Analysis
The addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no significant Level of Service impacts at the study intersections for CEQA Year 2026 With Project conditions and no new mitigation measures are required.
CEQA General Plan Comparison Impact Analysis
The addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no significant Level of Service impacts at the study intersections for Post 2030 General Plan Buildout With Project conditions and no new mitigation measures are required.
VMT Screening
The proposed project is located in a City defined low-VMT area for residential use (lower than 85 percent of Countywide average VMT per capita). Per the City VMT guidelines and screening criteria, the project is considered to have a less than significant impact on VMT.
Congestion Management Program
Since the proposed project has indirect access to a CM facility (e.g., MacArthur Boulevard or Jamboree Road) and is forecast to generate less than 2,400 daily trips, the proposed project does not satisfy the criteria for preparation of a separate CMP impact analysis.
Site Access and Circulation
Vehicular access is proposed to be maintained at Bristol Street North and Spruce Street. Since Bristol Street North is a one-way street, the project driveway at Bristol Street North will continue to provide right turn in/out only access. The project driveway at Spruce Street will continue to provide full access. Based on review of the adjacent development and lane configurations along Bristol Street North and Spruce Street, the existing lane configurations are anticipated to be adequate. The final parking and circulation will be reviewed and approved by the City of Newport Beach.
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1. INTRODUCTION
This section describes the project location, project description, study area, and analysis scenarios.
PROJECT DESCRIPTION
The project site is addressed at 1300 Bristol Street North, located at the northeast corner of Bristol Street North and Spruce Street, in the City of Newport Beach, California. The project site is currently developed with an existing office building totaling 33,292 square feet. Figure 1 shows the project location map.
The proposed project involves demolition of the existing 33,292 square foot building. The redevelopment includes a new six -floor apartment building comprised of 193 residential dwelling units on five floors above at -grade parking and two levels of subterranean parking. Vehicular access is proposed to be maintained at Bristol Street North and Spruce Street. The proposed project is anticipated to be fully operational by year 2025. Figure 2 illustrates the project site plan.
The proposed project involves a Transfer of Development Rights (TDR) which includes the proposed transfer of 77 units from Uptown Newport.
STUDY AREA
Based on scoping discussions with City of Newport Beach staff, the study area consists of the following study intersections within the City of Newport Beach, three of which share jurisdiction with the City of Irvine:
Study Intersections'
Jurisdiction
1. Campus Drive (NS) at Bristol Street North (EW)
Newport Beach
2. Irvine Avenue/Campus Drive (NS) at Bristol Street South (EW) Newport Beach
3. Birch Street (NS) at Bristol Street North (EW)
Newport Beach
4. Birch Street (NS) at Bristol Street South (EW)
Newport Beach
5. MacArthur Boulevard (NS) at Campus Drive (EW)
Newport Beach/Irvine
6. MacArthur Boulevard (NS) at Birch Street (EW)
Newport Beach
7. MacArthur Boulevard (NS) at Newport Place Dr/Von Karman Avenue (EW) Newport Beach
8. MacArthur Boulevard (NS) at Jamboree Road (EW)
Newport Beach/Irvine
9. MacArthur Boulevard (NS) at Bison Avenue (EW)
Newport Beach
10. Jamboree Road (NS) at Campus Drive (EW)
Newport Beach/Irvine
11. Jamboree Road (NS) at Bristol Street North (EW)
Newport Beach
12. Jamboree Road (NS) at Bristol Street South (EW)
Newport Beach
13. Jamboree Road (NS) at Eastbluff Drive/University Drive (EW) Newport Beach
ANALYSIS SCENARIOS
In accordance with the City of Newport Beach Traffic Phasing Ordinance (TPO), this traffic report evaluates the following analysis scenarios based on one year after the anticipated project opening year:
a) Existing Conditions;
b) TPO Year 2026 Without Project; and
c) TPO Year 2026 With Project
1 (NS) = North -South roadway; (EW) = East-West roadway gridjH Picerne Residential (1300 Bristol Street North)
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Additionally, this study also evaluates the following analysis scenarios in support of the project's proposed cumulative CEQA analysis:
d) CEQA Year 2026 Without Project;
e) CEQA Year 2026 With Project;
Lastly, this study evaluates the following analysis scenarios in support of the project's proposed addendum to the 2006 General Plan Environmental Impact Report (EIR):
f) General Plan Comparison: Post 2030 General Plan Buildout Without Project; and g) General Plan Comparison: Post 2030 General Plan Buildout With Project. g�1��11 Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
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Lech
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Figure 1
Project Location Map
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Site Plan
Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
19410
2. METHODOLOGY
This section discusses the analysis methodologies used to assess transportation facility performance as adopted by the respective jurisdictional agencies.
TRAFFIC PHASING ORDINANCE ANALYTICAL METHODOLOGY (NON-CEQA) To establish consistency with the City of Newport Beach General Plan and other City requirements, all proposed land use projects generating 300 or more daily trips are required to prepare a Level of Service analysis for transportation impacts consistent with Chapter 15.40 (Traffic Phasing Ordinance) of the City of Newport Beach Municipal Code. The TPO requires assessment of development project impacts on the City's arterial circulation system based on the Intersection Capacity Utilization (ICU) methodology. While operational ICU analysis is required for conformance with the City's TPO requirements, it is noted that a project's effect on automobile delay (as measured by Level of Service) shall not constitute a significant environmental impact in accordance with current CEQA provisions.
Intersection Capacity Utilization Methodology
In accordance with City of Newport Beach requirements, level of service analysis of signalized intersections is based on the ICU methodology. The ICU methodology compares the volume of traffic using the intersection to the capacity of the intersection. The resulting volume -to -capacity (V/Q ratio represents that portion of the hour required to provide sufficient capacity to accommodate all intersection traffic if all approaches operate at capacity. The volume -to -capacity ratio is then correlated to a performance measure known as level of service based on the following thresholds:
Level of Service
Volume/Capacity Ratio
A
0.60 to 0.70 to 0.80 to 0.90 to 1.00
Source: Transportation Research Board, Interim Materials on Highway Capacity, Transportation Research Circular No. 212, January 1980.
Level of service is used to qualitatively describe the performance of a roadway facility, ranging from Level of service A (free -flow conditions) to Level of Service F (extreme congestion and system failure).
The ICU and Level of Service calculations for this study were performed using the Traffix software. In accordance with City of Newport Beach TPO requirements, the ICU calculations assume a lane capacity of 1,600 vehicles per hour per lane and no factor for yellow time. The project -related increase in ICU is rounded to three decimal places and then rounded to two decimal places.
Performance Standards
The City of Newport Beach has established Level of Service D as the minimum acceptable Level of Service for its arterial roadway system, except at the following locations where Level of Service E or better is acceptable:
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■ Any intersection in the Airport Area shared with City of Irvine; ■ Dover Drive at Coast Highway;
■ Marguerite Avenue at Coast Highway; and
■ Goldenrod Avenue at Coast Highway.
Substantial Operational Deficiency Criteria
In accordance with the City's TPO, the following criteria are used to determine if a proposed project will result in a substantial Level of Service impact and is required to provide improvements/corrective measures:
■ A substantial project impact is defined to occur if the addition of project -generated trips is forecast to cause/worsen a deficient intersection operation (generally Level of Service E or F) and increase the intersection capacity utilization by one percent or more of capacity (i.e., V/C increases by 0.010 or more).
If a project is forecast to cause or worsen a substantial Level of Service impact, the project must construct or provide funding for improvements, to the extent feasible, such that the project -related increase in capacity utilization does not exceed the City -established criteria.
CUMULATIVE AND GENERAL PLAN ANALYTICAL METHODOLOGY (CEQA) Although Level of Service impacts no longer constitute a significant environmental impact based on current CEQA provisions, a Level of Service analysis and significant impact evaluation were also prepared for Year 2026 cumulative and Post 2030 General Plan Buildout conditions, which did include evaluation of Level of Service impacts based on relevant thresholds of significance at the time of preparation. The purpose of the General Plan Comparison analysis is to document whether any new traffic -related impacts would occur compared to the 2006 General Plan EIR based on the proposed project.
Thresholds of Significance for General Plan EIR Addendum Year 2026 cumulative and Post 2030 General Plan Buildout conditions are analyzed based on the same ICU methodology used for the TPO analysis. Based on the 2006 General Plan EIR, the following criteria are used to determine if the proposed project would result in a significant Level of Service impact requiring new mitigation measures.
■ A significant transportation impact is defined to occur if the addition of project -generated trips is forecast to cause/worsen a deficient intersection operation (generally Level of Service E or F) and increase the intersection capacity utilization by one percent or more of capacity (i.e., V/C increases by 0.010 or more).
VEHICLE MILES TRAVELED ANALYTICAL METHODOLOGY (CEQA)
The metric used to evaluate the transportation impact of land use and transportation projects under CEQA is known as vehicle miles traveled (VMT). In general terms, VMT quantifies the amount and distance of automobile travel attributable to a project or region. Additional information and a detailed project assessment is provided in the Vehicle Miles Traveled section presented later in this report. gnJJ11 Picerne Residential (1300 Bristol Street North)
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3. EXISTING CONDITIONS
This section describes the existing transportation setting in the project vicinity.
EXISTING ROADWAY SYSTEM
Figure 3 identifies the lane geometry and intersection traffic controls for existing conditions based on a field survey of the study area. Regional access to the project area is provided by the San Joaquin Hills Corridor (State Route 73) freeway south of the project site running between Bristol Street North and Bristol Street South. The key north -south roadways providing local circulation are Irvine Avenue, Campus Drive, Birch Street, MacArthur Boulevard, and Jamboree Road. The key east -west roadways providing local circulation are Bristol Street North, Bristol Street South, Newport Place Drive, Von Karman Avenue, Bison Avenue, Eastbluff Drive, and University Avenue.
PEDESTRIAN FACILITIES
Existing pedestrian facilities in the project vicinity are shown on Figure 4.
BICYCLE ROUTES
On -street bicycle facilities are provided in the project area along Bristol Street North. Bristol Street North adjacent to the project site has Class II Bike Lane (On -Road Striped) and also is classified as a Class I (Off -Road Paved) Bikeway (sidewalk riding is permitted). Roadways that provide on -street bicycle facilities near the project site include Bristol Street South, Birch Street, and intermittent areas of Jamboree Road and Campus Road.
TRANSIT FACILITIES
Figure 5 shows the existing transit routes available in the project vicinity. As shown on Figure 5, Orange County Transportation Authority Route 57 services Bristol Street North adjacent to the project site. A bus stop is located along Bristol Street North adjacent to the project site at the northwest corner of the Spruce Street and Bristol Street North intersection.
GENERAL PLAN CONTEXT
Figure 6 shows the City of Newport Beach General Plan Master Plan of Streets and Highways roadway classifications map. This figure shows the nature and extent of arterial and collector highways that are needed to adequately serve the ultimate development depicted by the Land Use Element of the General Plan. The City of Newport Beach General Plan roadway cross -sections are depicted on Figure 7.
EXISTING TRAFFIC VOLUMES
Existing peak hour intersection volumes were developed from intersection turning movement counts primarily collected in January/February 2019 during typical weekday AM and PM peak periods of commuter traffic, with exception of the MacArthur Boulevard at Bison Avenue intersection that was counted in May 2018. The AM peak period was counted between 7:00 AM and 9:00 AM and the PM peak period was counted between 4:30 PM and 6:30 PM. The actual peak hour within the peak period is the four consecutive 15-minute periods with the highest total volume of all approaches. Thus, the PM peak hour at one intersection may occur at 4:45 PM to 5:45 PM if those four consecutive 15-minute periods have the highest combined volume. Count worksheets are provided in Appendix B.
Based on the project's application date, existing volume and Level of Service conditions were established for year 2021. Existing (2021) intersection volumes were developed by applying the City's Regional Traffic Annual g3oldin' Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
6 19410
Growth Rate of one percent (1.0%) per year to the measured volumes along applicable arterial highways (Irvine Avenue, Jamboree Road, and MacArthur Boulevard). This equates to a growth factor of 1.02 along those arterials with counts conducted in 2019 and a growth factor of 1.03 along those arterials with counts conducted in 2018. Intersection volumes shown in the figures and Level of Service calculations throughout this report are based on the measured count data with the adjustments for Existing (2021) conditions as described herein.
The current COVID-19 pandemic and associated public health orders have generally resulted in a decrease in traffic volumes. Additionally, it is anticipated that the pandemic may have a lasting effect on travel behavior, such as an increase in telecommuting that may sustain lower peak hour volumes compared to pre -pandemic conditions. Therefore, use of the 2018/2019 counts with application the City's Regional Traffic Annual Growth Rate along the applicable arterials is considered to provide a conservative estimate of Existing (2021) conditions.
Figure 8 and Figure 9 show the Existing AM peak hour and PM peak hour intersection turning movement volumes.
EXISTING INTERSECTION LEVEL OF SERVICE
Existing intersection Levels of Service are summarized in Table 1. Detailed Level of Service worksheets are provided in Appendix C.
As shown in Table 1, the study intersections currently operate at Levels of Service D or better during the peak hours for Existing (2021) conditions.
931dil
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Existing Lane Geometry and Intersection Traffic Controls 931dii Picerne Residential (1300 Bristol Street North)
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Table 1
Existing (2021) Intersection Levels of Service
ID Study Intersection
Traffic
Control'
AM Peak Hour
PM Peak Hour
V/CZ
LOSS
V/CZ
LOSS
1. Campus Dr (NS) at Bristol St North (EW)
TS
0.54 A
0.68 B
2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
TS
0.67 B
0.52 A
3. Birch St (NS) at Bristol St North (EW)
TS
0.64 B
0.55 A
4. Birch St (NS) at Bristol St South (EW)
TS
0.48 A
0.48 A
5. MacArthur Blvd (NS) at Campus Dr (EW)4
TS
0.48 A
0.81 D
6. MacArthur Blvd (NS) at Birch St (EW)
TS
0.36 A
0.59 A
7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) TS
0.55 A
0.52 A
8. MacArthur Blvd (NS) at Jamboree Rd (EW)4
TS
0.59 A
0.68 B
9. MacArthur Blvd (NS) at Bison Ave (EW)
TS
0.68 B
0.59 A
10. Jamboree Rd (NS) at Campus Dr (EW)4
TS
0.60 A
0.61 B
11. Jamboree Rd (NS) at Bristol St North (EW)
TS
0.37 A
0.47 A
12. Jamboree Rd (NS) at Bristol St South (EW)
TS
0.67 B
0.62 B
13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) TS
0.62 B
0.53 A
Notes:
(1) TS = Traffic Signal
(2) V/C = Volume/Capacity
(3) LOS = Level of Service
(4) Level of Service E is acceptable; shared jurisdiction with City of Irvine. i
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i•
Legend
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Q Bus Stop
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Figure 4
Existing Pedestrian Facilities
g3ldioi Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
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® @
4 Tu',
m z STAI
z
�EM
.e
JERK
nnm �
Y �
_ Site
FAIR
m
WILSON g
HAMILTON
VICrORIA LypsNERStiN
19TH
NEINPORT
m ® BEACH
Routes offe rfng 15 minuteslot iessl
Weekday rush hour he quency
—0—
Local Routes (1-99)
—mom
Community Routes (1041-199)
.... m....
0C Express Rooter (200-299)
Wrc..ey Min —10.1 P
---. IM....
Me ttol Ink station 11 nk Routes
(L00-4991
Bravo Limited Stop Servke
(500-599)
....EM•••.
Express Servlce 1700.799)
—IM—
Cityshuttle
Rai l5tatians
ElOC
Bus Transit Centers
Source: Orange County Transportation Authority
g3ldil
N llv
ZINEWPORT
TRANSPORTATION
CFNTFR
Figure 5
Orange County Transportation Authority System Map
Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
11 19410
111M ORN
NEWPORT
IAM,
NORTH ti`
HEA CN OP
9�
0 0
2�2 "
�. FASHION
o�NFs �
ISLAND
LLIkS AAL90A IS,q
Source: City of Newport Beach
93-dii
,a
JS F'
�e
LP _
SAN CrFGo CREEK
> ADOPTED INTERCHANGE
PROPOSED INTERCHANGE
ti ROUTES REQUIRING
=-== FURTHER COORDINATION
0.75 Mlles
COMMUTER ROADWAY
(TWO LANE UNDIVIDED)
3.24 Miles
SECONDARY ROAD
(FOUR LANE UNDIVIDED)
15.88 Miles
SECONDARY
(NOT BUILT)
0.28 Milos
PRIMARY ROAD
(FOUR LANE DIVIDED)
29.62 Miles
PRIMARY ROAD
......• (NOT BUILT)
3.05 Miles
MAJOR ROAD
(SIX LANE DIVIDED)
C 30.84 Miles
EIGHT LANE ROAD
(DIVIDED)
2.81 Miles
\ �� SAN JOAQUIN HILLS
o TRANSPORTATION CORRIDOR
p 5.32 Miles
Bra ADOPTED FREEWAY
'ANr ON
ROUTES
4.48 Miles
FUTURE FREEWAY
EXTENSION
HILLS 0.75Miles
Figure 6
City of Newport Beach General Plan
Master Plan of Streets and Highways
Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
12 19410
PRINCIPAL -144'
(B LANES DIVIDED)
r
r
1 MAJOR -12V
(6 LANES D[VIDED)
i t Wt
PRIMARY -104'
(4 LANES DhnDED)
c. r
SECONDARY - "'
(4 LANES UNDIVIDED)
COMMUTER - 56'
(2 LANES UNDIVIDED)
Figure 7
Source: City of Newport Beach City of Newport Beach General Plan Roadway Cross -Sections 931dii Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
13 19410
IRVINE AVe
M\ R
Campus Dr (NS)/
Campus Dr (NS)/
Bristol St N (EW)
Bristol St S (EW)
o rn
" 238
ao
NN
—1077
corn
1 rr 208
1 980,'
T
�0
1818—►
N�
464
Birch St (NS)/
Bristol St N (EW)
co `- 203
rno —1306
A l yr 387 }
rn�
0 Birch St (NS)/
Bristol St S (EW)
CO
755 t l'
1213�
209 M ch
Legend
0 Study Intersection
QJ�OQ- v
G`r C
G
v
MacArthur Blvd (NSu MacArthur Blvd (NS)/
�.Q
Campus Dr (EW)
Birch St (EW)
C9
�
—ov ',-71
C-4oroc`~o —164
r-- "-55
�D'('0-N —116
0Q"
1 L ,r39
1 ,r27
Q
P��
Site
f�
460 �r 1 l'
84''
7�9 w
364 , r�i ch o0
&/SO
\N AVE
MacArthur Blvd (NS)/
Von Karmen Ave (EW)
NNN �20
� v rn —96
d 1 L ,-165
17 72� vNaoi
32� om
MacArthur Blvd (NS)/
Jamboree Rd (EW)
to `-205
N CO CD — 743
d 1 �* ,--330
439
1027� �Nv
183�,
MacArthur Blvd (NS)/
Bison Ave (EW)
UNIVERSITY DR ,nIT '�-80
N N v
—237
A� 1 �*
r497
214�
` P
222�
199�
NMM
v LO It- co rn
�-21803
r 327 1
7 3 " r V) 1 - 1 l'
197— Clvo N(�
50--4 �N r-or-
Jamboree Rd (NS)/
Bristol St S (EW)
O
In
i
1228 Jr
527— Lr) N
1398 --4
Jamboree Rd (NS)/
University Dr (EW)
00 co CO 170
vLOar--i —147
1 S. ,r 223
430 --r `i t -
103� co(0N
44� �N
Figure 8
Existing AM Peak Hour Intersection Turning Movement Volumes 931dii Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
14 19410
IRVINE AVE
M\ R
Campus Dr (NS)/
Bristol St N (EW)
to o I,-
—1803
d 1 pr267
� T
r` o
M 6�
v co
Birch St (NS)/
Bristol St N (EW)
CO `,-119
(`D0 v — 1477
A) 1 ,r458
N 00
� M
Birch St (NS)/
Bristol St S (EW)
� N
258 T l'
1117� 0°)
112� �M
Legend
0 Study Intersection
Campus Dr (NS)/
Bristol St S (EW)
00 N
460 T
1001
556 N
QJ�OQ- v
G`r C
G
v
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
�.Q
Campus Dr (EW)
Birch St (EW)
C9
rnoOw �209
0rn� �-1038
00" �210
`Dorov �-500
pQ"
L ,r78
d 1 -109
P,1
�
`� 1 r'
Site
y� `i 1 r'
`J
�'
319
N O
64 -A N CD
20�
42 �
00 � cc)
&/SO
\N AVE
MacArthur Blvd (NS)/ MacArthur Blvd (NSu
Von Karmen Ave (EW) Jamboree Rd (EW)
00 co `-89 LOW'IT 202
vrn� —89 r°')�LO —1014
A 1 ,r612 1 , -461
98 -r T ' 253 1 l'
141— 000 958� 0n°r
194-14 co 1 51� NmM
UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
MLOm �109
NN— —215
A� 1 1* AMA ,r257
1884-)1P
210— (.0��
205� �N�
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Campus Dr (EW) Bristol St N (EW)
to vc�)oro 152 0co
334 l'- M
,1 1 L r 202 1
r
175-4 -) 1 - 1 P
586— N vrnv
192--4 o
FBristol
e Rd (NS)/ Jamboree Rd (NS)/
t S (EW)University Dr (EW)
—111
1 d 1 ,r 238
961 Jr T ' 215-' `i , l'
860� 000 90— rOD
1029� 0 21- N
Figure 9
Existing PM Peak Hour Intersection Turning Movement Volumes 93-ldii Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
15 19410
4. PROJECT FORECASTS
This section describes how project trip generation, trip distribution, and trip assignment forecasts were developed. The forecast project volumes are illustrated on figures contained in this section.
PROJECT TRIP GENERATION
Table 2 shows the project trip generation based upon trip generation rates obtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition, 2017). Based on review of the ITE land use description, trip generation rates for general office building (Land Use Code 710) and multifamily housing (mid -rise) (Land Use Code 221) were determined to adequately represent the existing and proposed land uses and were selected for use in this analysis. The project trip generation forecast is determined by multiplying the trip generation rates by the land use quantities.
As shown in Table 2, the existing project site land use is estimated to generate approximately 324 daily trips, including 38 trips during the AM peak hour and 38 trips during the PM peak hour. The proposed project site land use is forecast to generate approximately 1,050 daily trips, including 69 trips during the AM peak hour and 85 trips during the PM peak hour. Therefore, the proposed project is forecast to result in net increase of approximately 726 net new daily trips, including 31 net new trips during the AM peak hour and 47 net new trips during the PM peak hour.
PROJECT TRIP DISTRIBUTION AND ASSIGNMENT
Figure 10 thru Figure 13 show the forecast directional distribution patterns for the project generated trips.
The project trip distribution patterns were developed in consultation with City of Newport Beach staff based on review of existing volume data, surrounding land uses, and the local and regional roadway facilities in the project vicinity.
The project -generated AM and PM peak hour intersection turning movement volumes are shown on Figure 14 and Figure 15.
grdili
' Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
16 19410
Table 2
Project Trip Generation
Trip Generation Rates
Land Use
Source'
Unite
AM Peak Hour
PM Peak Hour
Daily
% In
% Out
Rate
% In
% Out
Rate
General Office Building
ITE 710
TSF
86%
14%
1.16 16%
84%
1.15 9.74
Multifamily Housing (Mid -Rise)
ITE 221
DU
26%
74%
0.36 61%
39%
0.44 5.44
Trips Generated
Land Use
Quantity
Unite
AM Peak Hour
PM Peak Hour
Daily
In
Out
Total
In
Out
Total
Existing
General Office Building
33.292
TSF
33 5
38 6
32 38
324
Proposed
Multifamily Housing (Mid -Rise)
193
DU
17 52
69 52
33 85
1.050
NET PROJECT TRIPS GENERATED
1 -16
1 +47
1 +31
1 +46
1 +1
1 +47
1 +726
Notes:
(1) ITE = Institute of Transportation Engineers Trip Generation Manual (10th Edition, 2017); ### = Land Use Code (2) TSF = Thousand Square Feet; DU = Dwelling Units
' Picerne Residential (1300 Bristol Street North)
TTCH Traffic Impact Analysis
17 19410
Legend
-4*-10% Percent From Project
5%
Figure 10
Project Outbound Trip Distribution - Existing General Office Building g3ldioi Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
18 19410
Legend
-444-10% Percent To Project
Figure 11
Project Inbound Trip Distribution - Existing General Office Building g3ldioi Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
19 19410
Legend
-4*-10% Percent From Project
5%
Figure 12
Project Outbound Trip Distribution - Proposed Residential g3ldioi Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
20 19410
Legend
-444-10% Percent To Project
Figure 13
Project Inbound Trip Distribution - Proposed Residential g3ldioi Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
21 19410
IRVINE AVE
M\ R
Campus Dr (NS)/ Campus Dr (NS)/
Bristol St N (EW) Bristol St S (EW)
11-0
00 ~9 NO
. 1 ,r2 l
1 0� 1
00 3� ov
-0-4
Birch St (NS)/ 1
Bristol St N (EW)
�10
00 �11
A) 1 ,r26
Oo
Birch St (NS)/
Bristol St S (EW)
O N
l �
0 _7� o0
e °� J
Legend
0 Study Intersection
QJ�QQ- v
GPI
G`r C
G
v
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
�.Q
Campus Dr (EW)
Birch St (EW)
5�
Q,,'
'-0
�0
0 _
JG�
.1 1 L 0
. 1 � 0
Q�
Site
fr
00y `i 1
.I �,
o1-O
2 � 0OO
0� I
0 MacArthur Blvd (NS)/ I MacArthur Blvd (NS)/
Von Karmen Ave (EW) Jamboree Rd (EW)
V-0 V-0
ono —0 NoO --1
0 -1r ` T ' 0-4 kv 1)
0� 00O 12— choo
0� 4-4
MacArthur Blvd (NS)/
Bison Ave (EW)
UNIVERSITY DR ,-0
070
—0
.11�
,moo
0 --1
0oho
0,7
Jamboree Rd (NS)/
Campus Dr (EW)
Jamboree
Bristol St
Rd (NS)/
N (EW)
't- 0
O� o)000-1
F-0 'c?o
A� 0�mv J
Jamboree Rd (NS)/tUniversity
W
Bristol St S (EW)W)
m 0
0 0
ejSONAVE or0
5o 0-
4-4 0-4
Figure 14
Project (Net) AM Peak Hour Intersection Turning Movement Volumes 93-ldii Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
22 19410
IRVINE AVE
M�R
Q;
<
C-
G�
a
c
W
L
v
( MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Campus Dr (EW)
Birch St (EW)
�'
JG
0Q-
o r` o — 0
o r` o — 0
Q
�
Site
0'4 1 l'
2'r 1
\J�
0� ONO
0� OOO
0 �,
0 �,
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Von Karman Ave (EW)
Jamboree Rd (EW)
*-0
V-0
Or-o
�0
-oo
—12
1 L
�2
1 L
,r0
0 0-4
1) 1 l'
0 o00
3—
rnoo
0 -3--,A
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
11-0 UNIVERSITY DR �0
00 ~0 MO OIi O ~0
A l pr-3 1 L A)l 10
0,' 1 i' 0
0o g� oN 0� ovo
0-4 0
Birch St (NS)/
Bristol St N (EW)
11-2
00 —3
A) 1 2}
� I
00 Birch St (NS)/
Bristol St S (EW)
IO N
t
0 t l'
11� o0
0�
Legend
QStudy Intersection
8/so
\N AVE
Jamboree Rd (NS)/
Jamboree Rd (NS)/
Campus Dr (EW)
Bristol St N (EW)
�—O
O O
—0
M O
�1L
'r-0
Al
0-4
0—
OCMO
�00
0-4
Jamboree Rd (NS)/
Jamboree Rd (NS)/
Bristol St S (EW)
University or (EW)
�0
OI
O NI O
—0
�0
11,r
T l'
0-4
T l'
3—
vo
0—
o'It o
-2--4
0-4
NX
Figure 15
Project (Net) PM Peak Hour Intersection Turning Movement Volumes 931dii Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
23 19410
5. FUTURE VOLUME FORECASTS
This section describes how future volume forecasts for the TPO scenarios were developed. Forecast study area volumes are illustrated on figures contained in this section.
CITY OF NEWPORT BEACH APPROVED PROJECTS
The City of Newport Beach staff provided a list of approved projects within the study area for use in the TPO analysis. The approved project list consists of future developments that have been approved, but have not been fully constructed and occupied. The approved project data is contained in Appendix D.
Trips associated with the following 18 projects are included in the TPO analysis:
■ Fashion Island Expansion
■ Temple Bat Yahm Expansion
■ Hoag Hospital Phase III
■ St. Mark Presbyterian Church
■ 2300 Newport Blvd (Vue)
■ Hoag Health Center 500-540 Superior
■ North Newport Center
■ 328 Old Newport Medical Office GPA
■ Mariner's Pointe 23,105 SQ FT Commercial Center
■ Back Bay Landing 300 ECH
■ Birch Newport Executive Center
■ Ebb Tide Residential
■ ENC Pre -School
■ Balboa Marina West
■ Newport Crossings
■ Museum House - Vivante Senior Center
■ Uptown Newport: Phase 1 - Trans Devel Rights (TDR)
■ Uptown Newport: Phase 2 only
■ Residences at 4400 VK
The proposed project involves a Transfer of Development Rights (TDR) which includes the transfer of 77 units from Uptown Newport. The Uptown Newport project volumes have been reduced by 77 apartment units.
AMBIENT GROWTH
To account for ambient growth on roadways, existing volumes were increased by a growth rate of one percent (1.0%) per year through year 2026 along applicable arterial highways (Irvine Avenue, Jamboree Road, and MacArthur Boulevard) in accordance with the City of Newport Beach Regional Traffic Annual Growth Rate.
This equates to a growth factor of 1.07 along arterials with counts conducted in 2019 and a growth factor of
1.08 along arterials with counts conducted in 2018.
TPO YEAR 2026 VOLUME FORECASTS
TPO Year 2026 Without Project volume forecasts were developed by adding ambient growth and approved projects trips to existing volumes. TPO Year 2026 Without Project AM and PM peak hour intersection turning movement volumes are shown on Figure 16 and Figure 17. grdili Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
24 19410
TPO Year 2026 With Project volume forecasts were developed by adding project -generated trips to TPO Year 2026 Without Project volumes. TPO Year 2026 With Project AM and PM peak hour intersection turning movement volumes are shown on Figure 18 and Figure 19.
g3lddil Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
25 19410
IRVINE AVE
M\ R
Campus Dr (NS)/
Campus Dr (NS)/
Bristol St N (EW)
Bristol St S (EW)
ON
`�238
M
N°N°
—1181
v0C))
1 ,r 226
1 t
N N
985,'
1824 --►
464 �
t
N v
r
Birch St (NS)/
Bristol St N (EW)
`-206
�1404
l v-398
-, t
00 v
6) o
Birch St (NS)/
Bristol St S (EW)
In M
CCO �
755 t l'
1213�
215� C7M
Legend
0 Study Intersection
QJ�OQ- v
G`r C
G
v
MacArthur Blvd (NSu
MacArthur Blvd (NS)/
�.Q
Campus Dr (EW)
Birch St (EW)
C9
<(,�'
CO N `,-78
00 � o � 105
N0)M —164
L
r'Z'- �2 —133
,r39
A� 1 ,r27
Q
Site
460: t i'
112 -"
\�
771 won
r`
364- M��
o
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Von Karmen
Ave (EW)
Jamboree Rd (EW)
MwuO
`-20
rnvuO
`-236
� v LO
—96
N v r--
—930
181
1 L
, - 399
17 469'
�tl'
72 1109�
32 192�
MacArthur Blvd (NS)/
Bison Ave (EW)
UNIVERSITY DR LO `�80
r- CD
CO N v —238
A) 1 �* ,r513
216-4 ` P
��� 2277
200� NNE
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Campus Dr (EW) Bristol St N (EW)
00 CO It- 100 M N
�--283 � o
1 L r 329 1
r
75- ` t ' ` t
197— MMCD N LOOCD to
N
54� ��N r-irl.a0
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University Dr (EW)
mr- Oo o N 170
00 ��� —147
N AVE \ 1 1 ,r 223
1248 -4 T l' 430
536—► CO 103� rn�M
1427� N 44� �N
Figure 16
TPO Year 2026 Without Project
AM Peak Hour Intersection Turning Movement Volumes
93-ldii Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
26 19410
IRVINE AVE
M\ R
Campus Dr (NS)/
Bristol St N (EW)
to o I,—
—1858
d 1 pr274
� T
r` o
M �
v r`
Birch St (NS)/
Bristol St N (EW)
123
c�ov �1526
1 ,r464
00 M
Birch St (NS)/
Bristol St S (EW)
r- N
258 T '
1135� �M
116� �M
Legend
0 Study Intersection
Campus Dr (NS)/
Bristol St S (EW)
LO
00 N
470,r T
1005 0
556 N
QJ�OQ- v
G`r C
G
v
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Q.O
mpus Dr (EW)
Campus
Birch St (EW)
C9
I- w- 0
r-
0)e0 CO "-237
tern'—
pQ"
w 11038
L
1514
�
,1 l r
,78
A) 1 ,r109
318�
Site
yer 315�r �ti'
319� CONin
64- Neu!'
I
292�
42�
&/SO
\N AVE
MacArthur Blvd (NS)/ MacArthur Blvd (NSu
Von Karmen Ave (EW) Jamboree Rd (EW)
0 `-89 0co `-225
00 —89 o!�Or° —1135
�r622 .' 1 �k vr507
98 -r T ' 279 �r T
141— cDr-0 1169�
194�, 00M I 54�, NAM
UNIVERSITY DR
Jamboree Rd (NS)/
Campus Dr (EW)
0U')(.0 152
—334
A) l L ,r212
176" r -, 1 -
586— 0r1-N
0-, �LO
MacArthur Blvd (NS)/
Bison Ave (EW)
LO 0E-0 `�109
NN— —219
d 1 L ,r263
193-r • � T 1'
213� 1-'to
0 �, LO
N
Jamboree Rd (NS)/
Bristol St N (EW)
N M
00rn
0roo
t` �:
Jamboree Rd (NS)/
\
Jamboree Rd (NS)/
Bristol St S (EW)
University Dr (EWLO
MInN O
�
0 LO`rLO �111
1 1 �r245
iOm T '
215--4
867
90 — °' �O 00
��N
1065� N�
21�
Figure 17
TPO Year 2026 Without Project
PM Peak Hour Intersection Turning Movement Volumes
931dii Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
27 19410
IRVINE AVE
M\ R
QJ�OQ- v
G`r C
G
v
MacArthur Blvd (NSu
MacArthur Blvd (NS)/
�.Q
Campus Dr (EW)
Birch St (EW)
C9
�
NN `,-78
woo 105
NAM —164
L
—133
d
,r39
1 ,r27
Q
Site
460: t i'
119
\p
759 � (0°n � �
r`
364 �, M 00 co
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Von Karmen
Ave (EW)
Jamboree Rd (EW)
NN
`-20
0)
`-236
M OD LOv (n
—96
N v r�
929
180
1 L
,r 399
17''
fit'
469�'
�tl'
72 1121�
32 196�
�rn�
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
oN `�238 LO UNIVERSITY DR r-o '�-80
NN00 —1190 vrn ccjNCO LO 4 —238
1 ,r 228 1 S. A) 1 �* ,r 513
t 985 t 216" -, t
1821 �0 227, 0wLO
464�, �� 200�, NNE
Birch St (NS)/
Bristol St N (EW)
ND' `-216
�1415
A) 1 ,r424
rn�
0 Birch St (NS)/
Bristol St S (EW)
LOrn
COa)
755 t l'
1206
215� MM
Legend
0 Study Intersection
&/SO
\N AVE
Jamboree Rd (NS)/ )
Jamboree Rd (NS)/
Campus
Dr (EW)
Bristol St N (EW)
vain
-100
�--283
NN
� �
1 L
- 329
x) 1
r`
75 t r
w) t
197—
MNN
(DWN
54-4
�2N
I r-r.a0
Jamboree Rd (NS)/
Bristol St S (EW)
r-
O
co
1 1257 Jr t
541— o N
1431 -y N
Jamboree Rd (NS)/
University Dr (EW)
coo�N `�170
coo CD —147
1 ,r 223
430 --r `i t -
103 � rn cr(0 00
44� �N
Figure 18
TPO Year 2026 With Project
AM Peak Hour Intersection Turning Movement Volumes
931dii Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
28 19410
IRVINE AVe
M\ R
Campus Dr (NS)/
Bristol St N (EW)
to o I,-
—1858
d 1 pr271
� T
r` o
M �
v r`
Birch St (NS)/
Bristol St N (EW)
125
coo v 1523
1 ,r466
Birch St (NS)/
Bristol St S (EW)
LO CD
r- N
Jh
258:�
t l'
1146wM
116--4 M
Legend
0 Study Intersection
Campus Dr (NS)/
Bristol St S (EW)
04 00
� N
470� T
1014� �0
556
QJ�OQ- v
G`r C
G
v
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
�.Q
Campus Dr (EW)
Birch St (EW)
C9
oo It'-0
0) LO CO"-237
�rnF
pQ"
co�� 11038
L
1514
�. -109
.I 1 ,r78
A)1 ,
��
320�
`)1'
yQ Site
315�
�Vp
(0't`n
I364�N�42
r-r-
�20
)
MacArthur Blvd (NS)/ MacArthur Blvd (NSu
Von Karmen Ave (EW) Jamboree Rd (EW)
`-89 LOco `-225
L0 —89 o!�Or° —1147
�r624 v--507
98--4 T ' 279-r 1
141� IT000 1172� ooL
194�, 00M 51�, Nh-M
UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
LOF-o `�109
LO NN— —219
d 1 L ,r263
193�'
` P
213�
0 N
Jamboree Rd (NS)/
Jamboree Rd (NS)/
Campus Dr (EW)
Bristol St N (EW)
000rn
152
^0
1 �-334
-212
0-Drn
I •) l
\� 176"
586 — 0000 00 04 C) LO
0-4 �LO 00 r-
Jamboree Rd (NS)/ Jamboree Rd (EN )/
Bristol St S (EW) University Dr (EW)
(O IO
CO
N rt0
LO �111
ejS�NAVE \ 1 1 �r245
1081 --r T w 215 --r
1064� N� 210� �f`N
NX
Figure 19
TPO Year 2026 With Project
PM Peak Hour Intersection Turning Movement Volumes
Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
29 19410
6. TPO ANALYSIS
Detailed intersection Level of Service calculation worksheets for each of the following analysis scenarios are provided in Appendix C.
TPO YEAR 2026 ONE -PERCENT THRESHOLD ANALYSIS
Table 3 summarizes the City of Newport Beach TPO one -percent threshold analysis. In accordance with the City of Newport Beach TPO requirements, if project -generated peak hour approach volumes are greater than or equal to one percent of the forecast peak hour volumes on any approach of an intersection, then a detailed ICU analysis is required to assess the project -related change in ICU. The TPO one -percent analysis calculation worksheets are contained in Appendix E.
The following four study intersections are forecast to exceed the TPO one -percent threshold and require ICU analysis:
3. Birch Street (NIS) at Bristol Street North (EW)
4. Birch Street (NIS) at Bristol Street South (EW)
6. MacArthur Boulevard (NS) at Birch Street (EW)
11. Jamboree Road (NIS) at Bristol Street North (EW)
TPO IMPACT ASSESSMENT
ICU and Levels of Service at the applicable study intersections for TPO Year 2026 Without and With Project conditions are shown in Table 4. As shown in Table 4, the study intersections are forecast to operate at Levels of Service D or better during the peak hours for TPO Year 2026 Without and With Project conditions.
Table 4 also calculates the net change in ICU at the applicable study intersections for TPO Year 2026 With Project conditions. As shown in Table 4, the addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections for TPO Year 2026 With Project conditions and no improvements are required.
gnJil
Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
30 19410
Table 3
TPO One -Percent Threshold Analysis Summary
Project Trips Exceed One Percent?'
Peak
Northbound
Southbound
Eastbound
Westbound
ID Study Intersection
Hour
1. Campus Dr (NS) at Bristol St North (EW)
AM
No
No
No
No
PM
No
No
No
No
2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
AM
No
No
No
No
PM
No
No
No
No
3. Birch St (NS) at Bristol St North (EW)
AM
No
No
No
Yes
PM
No
No
No
No
4. Birch St (NS) at Bristol St South (EW)
AM
No
Yes
No
No
PM
No
No
No
No
5. MacArthur Blvd (NS) at Campus Dr (EW)
AM
No
No
No
No
PM
No
No
No
No
6. MacArthur Blvd (NS) at Birch St (EW)
AM
No
No
Yes
No
PM
No
No
No
No
7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) AM
No
No
No
No
PM
No
No
No
No
8. MacArthur Blvd (NS) at Jamboree Rd (EW)
AM
No
No
No
No
PM
No
No
No
No
9. MacArthur Blvd (NS) at Bison Ave (EW)
AM
No
No
No
No
PM
No
No
No
No
10. Jamboree Rd (NS) at Campus Dr (EW)
AM
No
No
No
No
PM
No
No
No
No
11. Jamboree Rd (NS) at Bristol St North (EW)
AM
No
No
No
No
PM
No
Yes
No
No
12. Jamboree Rd (NS) at Bristol St South (EW)
AM
No
No
No
No
PM
No
No
No
No
13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) AM
No
No
No
No
PM
No
No
No
No
Notes.
(1) If the project is forecast to contribute 1% or more of the projected TPO analysis year peak hour volume, then detailed Intersection Capacity Utilization analysis is required in accordance with the City of Newport Beach Traffic Phasing Ordinance. ' Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
31 19410
Table 4
TPO Year 2026 Intersection Levels of Service and Impact Assessment ID Study Intersection
Traffic
Control'
TPO Without Project
TPO With Project
V/C Increase
Significant
Impact
AM Peak Hour
PM Peak Hour
AM Peak Hour
PM Peak Hour
V/CZ
LOSS
V/CZ
LOSS
V/CZ
LOSS
V/CZ
LOSS
AM
PM
3. Birch St (NS) at Bristol St North (EW)
TS
0.67 B
0.57 A
0.67 B
0.57 A
0.00 0.00
No
4. Birch St (NS) at Bristol St South (EW)
TS
0.48 A
0.49 A
0.49 A
0.49 A
+0.01
0.00 No
6. MacArthur Blvd (NS) at Birch St (EW)
TS
0.41 A
0.63 B
0.41 A
0.63 B
0.00 0.00
No
11. Jamboree Rd (NS) at Bristol St North (EW)
TS
0.41 A
1 0.51
A
0.41 A
0.52 A
0.00 +0.01
No
Notes:
(1) TS = Traffic Signal
(2) V/C = Volume/Capacity
(3) LOS = Level of Service
(4) Level of Service E is acceptable; shared jurisdiction with City of Irvine. 32 Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
19410
7. CEQA ANALYSIS
This section presents analysis of Year 2026 cumulative conditions. Detailed intersection Level of Service calculation worksheets for each of the following analysis scenarios are provided in Appendix C.
CUMULATIVE PROJECTS
In addition to the approved projects in the City of Newport Beach (addressed in the TPO analysis), CEQA requires analysis of cumulative conditions. This CEQA analysis also includes traffic from pending projects in the Cities of Newport Beach and Irvine, in addition to the approved projects. Pending projects consist of projects that are in various stages of the application and approval process but are not yet approved. These projects are considered to be reasonably foreseeable projects in the vicinity of the project and must be included in the Cumulative conditions analysis for CEQA purposes. The Cities of Newport Beach and Irvine were consulted and provided the list of cumulative projects to be included in this analysis.
Table 5 includes the trip generation for cumulative projects as provided by the City of Newport Beach, University of California, Irvine, and City of Irvine. Figure 20 shows the cumulative projects location map.
Cumulative Projects AM and PM peak hour intersection turning movement volumes are shown on Figure 21 and Figure 22.
CEQA YEAR 2026 WITHOUT PROJECT VOLUME FORECASTS
CEQA Year 2026 Without Project volume forecasts were developed by adding cumulative projects trips to TPO Year 2026 Without Project volumes. CEQA Year 2026 Without Project AM and PM peak hour intersection turning movement volumes are shown on Figure 23 and Figure 24.
CEQA YEAR 2026 WITH PROJECT VOLUME FORECASTS
CEQA Year 2026 With Project volume forecasts were developed by adding project trips to CEQA Year 2026 Without Project volumes. CEQA Year 2026 With Project AM and PM peak hour intersection turning movement volumes are shown on Figure 25 and Figure 26.
CEQA YEAR 2026 IMPACT ASSESSMENT
ICU and Levels of Service at the applicable study intersections for CEQA Year 2026 Without and With Project conditions are shown in Table 6. As shown in Table 6, the study intersections are forecast to operate at Levels of Service D or better during the peak hours for CEQA Year 2026 Without and With Project conditions.
Table 6 also calculates the net change in ICU at the applicable study intersections for CEQA Year 2026 With Project conditions. As shown in Table 6, the addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no significant Level of Service impacts at the study intersections for CEQA Year 2026 With Project conditions and no new mitigation measures are required.
grdili Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
33 19410
Table 5
Cumulative Projects Trip Generation
Net Trips Generated'
AM Peak Hour
PM Peak Hour
Projcd
In
Out
Total
In
I Out
Total
ID
Project Name
Land Use
Quantity
Units
Daily
City of Newport Beach
1400 Bristol St.
General Office Building (Existing)
37.515
TSF
Medical -Dental Office
N131
Medical Offices
43 17
60 29
57 86
941
Building (Proposed)
37.515
TSF
NB2
Newport Beach Porsche
Auto Dealership
143.494
TSF
195
72 267
139
208
347
3,995
Quality Restaurant
10.240
TSF
NB3
The Garden Restaurant
6 2
8 55
29 84
971
Commercial Retail
0.747
TSF
Existing Uses
John Siple/Johnson Yacht Sales
0.500
TSF
Sun Country Marine
1.000
TSF
Powerhouse Vehicle Sales
17.000
TSF
WCH-Duffield Marine
2.000
TSF
General Office Building
7.185
TSF
WCH-A'Maree's
8.100
TSF
Marina
68 Berths
Proposed Use
N134
Newport Village
Multifamily Housing (Mid -Rise)
108
DU
108
55 163
77 105
182
2,238
General Office
55.280
TSF
Car Show Room
7.900
TSF
Single -Family Detached Residential
14 DU
General Office
36.620
TSF
Duffield Marine Sales/Office
2.000
TSF
Boat Show Room
10 EMP
High -Turnover Sit -Down Restaurant
3.815
TSF
Quality Restaurant
9.100
TSF
Marina
63 Berths
N135
Residences at
Condominiums
28 DU
Nominal
Newport Center
Fast -Food Restaurant
2.565
TSF
w/ Drive-Thru (Existing)
NB6
Starbucks-Birch
63 62
125
12 16
28 896
Coffee Shop
2.565
TSF
w/ Drive Thru (Proposed)
Multifamily Housing
564
DU
N137
Newport Coast
413
932
1,345
926
557
1,483
14,778
Single -Family Detached Residential
954
DU
University of California, Irvine
UCI North Campus
Hospital
144
BEDS
526
163
689
202
520
722
8,550
Ambulatory Care
225.000
TSF
UCI
Hospital Project
UCI North Campus Child
Medical Office Building
168.000
TSF
331
79 410
162
414
576
5,531
Health/Medical Office
City of Irvine
IPA36-2
00850007-PPA
Warehouse Facility
138.230
TSF
66 13
79 14
51 65
573
00821827-PCPM
Automotive Repair
10.309
TSF
15 8
23 15
17 32
245
IPA36-13
00832529-PMPC
Quality Restaurant
2.500
TSF
1 1
2 13
7 20
210
Private School
IPA36 15
00830587-PCPM
5.621
TSF
6 1
7 1
6 7
55 (Office for Trip Gen Purposes)
Total
1,773
1,405
3,178
1,645
1,987
3,632
38,983
Source: Data provided by City of Newport Beach, City of Irvine, and UCI traffic studies. g3pddii
Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
34 19410
Table 6
CEQA Year 2026 Intersection Levels of Service and Impact Assessment ID Study Intersection
Traffic
Control'
CEQA Without Project
CEQA With Project
V/C Increase
Significant
Impact
AM Peak Hour
PM Peak Hour
AM Peak Hour
PM Peak Hour
V/CZ
LOSS
V/CZ
LOSS
V/CZ
LOSS
V/CZ
LOSS
AM
PM
1. Campus Dr (NS) at Bristol St North (EW)
TS
0.562
A
0.700
B
0.564
A
0.700
B
+0.002
0.000
No
2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
TS
0.710
C
0.551
A
0.707
C
0.554
A
- 0.003
+0.003
No
3. Birch St (NS) at Bristol St North (EW)
TS
0.688
B
0.590
A
0.692
B
0.589
A
+0.004
- 0.001
No
4. Birch St (NS) at Bristol St South (EW)
TS
0.515
A
0.502
A
0.522
A
0.504
A
+0.007
+0.002
No
5. MacArthur Blvd (NS) at Campus Dr (EW)4
TS
0.524
A
0.836
D
0.525
A
0.836
D
+0.001
0.000
No
6. MacArthur Blvd (NS) at Birch St (EW)
TS
0.460
A
0.680
B
0.461
A
0.680
B
+0.001
0.000
No
7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) TS
0.587
A
0.569
A
0.587
A
0.571
A
0.000
+0.002
No
8. MacArthur Blvd (NS) at Jamboree Rd (EW)4
TS
0.742
C
0.806
D
0.741
C
0.811
D
- 0.001
+0.005
No
9. MacArthur Blvd (NS) at Bison Ave (EW)
TS
0.727
C
0.660
B
0.728
C
0.659
B
+0.001
- 0.001
No
10. Jamboree Rd (NS) at Campus Dr (EW)4
TS
0.677
B
0.670
B
0.677
B
0.673
B
0.000
+0.003
No
11. Jamboree Rd (NS) at Bristol St North (EW)
TS
0.437
A
0.531
A
0.433
A
0.545
A
- 0.004
+0.014
No
12. Jamboree Rd (NS) at Bristol St South (EW)
TS
0.732
C
0.695
B
0.733
C
0.698
B
+0.001
+0.003
No
13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) TS
0.690
B
0.625
B
0.691
B
0.626
B
+0.001
+0.001
No
Notes:
(1) TS = Traffic Signal
(2) V/C = Volume/Capacity
(3) LOS = Level of Service
(4) Level of Service E is acceptable; shared jurisdiction with City of Irvine. 35 Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
19410
1 r rrr rI 11 r--L\\ '�-7" T)`k'tl
0- PaularinoAve
m �<��
v
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ve °IPA36-15
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�° aye ✓ ! O m University or::
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LL
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ctoria St oa° �Harvard Ave
aYCD St'&s'f QoaP v"00 Campus Dr;
D m
Crri 19th StW 19th St 5� O� c �Q
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' U
L O
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e~°d 7 P,� �m 6�5°� P eater ���tf
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°� F o Ford R or��a
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a
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m
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N135 ' Q ` o
'- VV Ba/boa Blvd Park Ave O asfy�ry ,e San Joaquin Hills Rd.` Ridge Park Rd E Balb A (rstdRio9
oa Blvd /�' ehcI NB7 eR If
°asfti ap tiliiRa � • a
N 0
7t
v : B7 3
(D
Z, z
4 : B7
0 NB7
C'o
© asr
Leaend
• Other Development
Figure 20
Cumulative Projects Location Map
g3plddii Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
36 19410
QJ�QQ- v
G`r C
G
v
IRVINE AVE
M\ R
MacArthur Blvd (NS)/ I MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
'-0 W-5
o(COoo —0 , t —18
A, l '* ,,-0 1 �k ,r0
0: ` T P 5" T'�
1 P
0-► oM0 56�o0o
0� I 0�
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Von Karmen Ave (EW)
Jamboree Rd (EW)
`-0
V-0
ovo
�0
°r°Oo
—101
,r2
1 L
, -33
0�
` T l'
24�
0�
o�N
237�
°r�N
0�
2�
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
11-0 UNIVERSITY DR ,-0
00 �-31 Mo oLOo —53
1 ,r3 6
00 87� o� 16— oov
0-, 0-4
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St IN (EW) Campus Dr (EW) Bristol St N (EW)
V1-3 r-- 't-36
o t —16 CD Colo, 1 COrn
1 ,r 29 ° . 1 . ,r 0 1
Al r
1 �mv 0'r
rn� Gj 0— ono oMo
(O �� 0-4
CO CO (.0
Birch St (NS)/ ` Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University Dr (EW)
moo 3
l ejS0NAVE \ 1 1 ,r30
3558J' T * 20-4
65� ono 9— no 0—
0� M 12-4 N 0-4 N(O
Legend
0 Study Intersection
Figure 21
Cumulative Projects
AM Peak Hour Intersection Turning Movement Volumes
93-ldii Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
37 19410
IRVINE AVE
M�R
Q;
<
C-
G�
a
c
W
L
v
( MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Q.�
Campus Dr (EW)
Birch St (EW)
C
1` 0
`� 19
4 JG
Q�
�p
ch
orno —0
'*
LO
0i1- —58
Q-
,� 1 ,r-0
,� 1 ,�0
Site
yer
0� 1 '
7 �r 1
J
0o000
26oryo
0 MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Von Karman
Ave (EW)
Jamboree Rd (EW)
*-5
V-0
o00o
�0
°'
c•icoo
—248
1 �r 5
1 vr 129
0 ` '
18--4
` l'
0�
o�N
134—
0MCD
0 10-4
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
11-0 UNIVERSITY DR r- 'k-0
00 —88 rno oc°o —32
Al Ir-9 1L A�11* r-5
00 31 orn 52— 0�0
0-4 0 �,
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St N (EW) Campus Dr (EW) Bristol St N (EW)
V1-9 0 `-98 0
ON —58 CD �1 LON C
A) 1 �34 A I L 'r-0 . 1
�� 7
0-4 -)1' -,1'
NN 1— 0No �040
0-4 04
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University or (EW)
0 1
oN
l fto AVE \ , -63
15 t l' 45 --4 T l' 8,' T l'
© 28� �0 2— CO It
0- o{M
0� 12-4 0-4
NX
Legend
Q Study Intersection
Figure 22
Cumulative Projects
PM Peak Hour Intersection Turning Movement Volumes
931dii Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
38 19410
IRVINE AVE
M�R
Campus Dr (NS)/
Campus Dr (NS)/
Bristol St N (EW)
Bristol St S (EW)
ON
238
cfl
Nco N
—1212
vrn
l
pr 229
�Ni-2
1 L
9851911464�,
�M
Birch St (NS)/
Bristol St N (EW)
MM "-209
t-1420
1 -427
o�
Birch St (NS)/
Bristol St S (EW)
L�
M N
790
61 1278— LO�
215vM
�
Legend
QStudy Intersection
Q;
<
C7
G�
a
c
L
v
MacArthur Blvd (NSu MacArthur Blvd (NS)/
Q.O
Campus Dr (EW)
Birch St (EW)
5 ��
N "-78
r.-I,- 1,-110
wry
NFM —164
—151
L
4 r
,39
,27
. r
Site460'r
yer
1 '
117
759 LO a) P-
386 — m �
�
64�
cArthur BlvI(NS)/
Karman A
r
MacArthur Blvd (NS)/
Jamboree Rd (EW)
rn
�rnI
�� �236
-1031
ch7�.
A L
17 �' 1 '
d ,r-432
493 --4 kr
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72 1346— oMo
32 194--4 Nor -
UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
r -80
CO LO
NNv —291
A� 1 1* r-519
216,r
243�
200� NNE
( Jamboree Rd (NS)/ Jamboree Rd (NS)/
(
Campus Dr (EW) Bristol St N (EW)
oo�N `�136 LOr.-
—284 Lrn
J
A I L -329 A l
�
�mv
75--4 -) 1 - 1
197— �r- It o aoocNo
54 k/
N
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University or (EW)
m
M_8_o �`173
ejSDA(AVE \
o 147
-253
1306,4 T l' 450,' -) T -
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6'�NNX
1439�, NN 44-
Figure 23
CEQA Year 2026 Without Project
AM Peak Hour Intersection Turning Movement Volumes
931dii Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
39 19410
IRVINE AVE
M\ R
Campus Dr (NS)/
Bristol St N (EW)
to o I,-
—1946
d 1 pr283
r` o
M �
v�
Birch St (NS)/
Bristol St N (EW)
0) CO 132
o v —1584
d 1 ,r498
u7 �
M
Birch St (NS)/
Bristol St S (EW)
r.- N
273� t l'
1163� rnM
116� �M
Legend
0 Study Intersection
Campus Dr (NS)/
Bristol St S (EW)
00 N
470,r t
1042 0
556�, �N
QJ�OQ- v
G`r C
G
v
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
�.Q
Campus Dr (EW)
Birch St (EW)
C9
�'
r�r?v �0
Ov0 "-256
00 0
pQ�
co 11038
1 572
,r78
1 "r109
��
Q
325�
`� t r'
Site
315�r � t i'
364� NNU
342 x
moo`'
MacArthur Blvd (NS)/ MacArthur Blvd (NSu
Von Karmen Ave (EW) Jamboree Rd (EW)
rn `-89 co `-225
O,co0 —89 c,rRr2 —1383
d 1 ,r627 1 , -636
98 -r T ' 297
141 � 'T 1303
194 --, M M I 64
UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
LO 0It0 -109
NN— —251
A) 1 L ,r268
193� t '
265� r`oo
0 �o
� N
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Campus Dr (EW) Bristol St N (EW)
C'4 CO
rLOnnv '`250 rnN
04 N t--335 CO r
,tlL r212 �1
r
176" -, t - -, t
587— OOON ONO
0-4 !�ln WOE
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University Dr (EW)
O MhCO w-0
N 1-
A( AVE \ 1 d 1 r-308
1115 Jr T ' 223 `i t
1077� N� 021-4 �o�oN
Figure 24
CEQA Year 2026 Without Project
PM Peak Hour Intersection Turning Movement Volumes
931dii Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
40 19410
IRVINE AVE
M\ R
Campus Dr (NS)/ Campus Dr (NS)/
Bristol St N (EW) Bristol St S (EW)
o N 238 ao
N°N° —1221 zT0C))
T 985 --4 T
1908 N
464 �;
Birch St (NS)/
Bristol St N (EW)
�CO M "-219
1431
A) 1 ,r453
o�
Birch St (NS)/
Bristol St S (EW)
oil -
CO N
790 T l'
1271� N�
215� vM
Legend
0 Study Intersection
QJ�OQ- v
G`r C
G
v
MacArthur Blvd (NSu MacArthur Blvd (NS)/
Campus Dr (EW)
Birch St (EW)
C9
`�.Q
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L
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�
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rtw
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&/SO
\N AVE
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MacArthur Blvd (NS)/
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Ave (EW)
Jamboree Rd (EW)
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`-20
N �
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—96
chvr
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Bison Ave (EW)
UNIVERSITY DR co I- `-80
m
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d 1 �* ,r519
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Jamboree Rd (NS)/
Jamboree Rd (NS)/
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Dr (EW)
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�
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r 329
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r
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rn
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University Dr (EW)
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103� CO rnODrn
44� �N
Figure 25
CEQA Year 2026 With Project
AM Peak Hour Intersection Turning Movement Volumes
93-ldii Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
41 19410
IRVINE AVE
M�R
Campus Dr (NS)/ Campus Dr (NS)/
Bristol St N (EW) Bristol St S (EW)
0� �111 co co
�o —1946 oN
l pr 280 i
`i T 470--' T l'
M� 1051-► �C' "T o
� 556 --, r` CO
Birch St (NS)/
Bristol St N (EW)
rnM "-134
—1581 4�7
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J�
�M �Q
Birch St (NS)/
Bristol St S (EW)
n N
l �
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Legend
QStudy Intersection
Q;
CA
v�`
a
c
W
L
v
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MacArthur Blvd (NS)/
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Campus Dr (EW)
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co —1038
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318—
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MacArthur Blvd (NS)/
Von Karman
Ave (EW)
Jamboree Rd (EW)
00 `�89
"�o
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rOn'2�
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�o
N
Jamboree Rd (NS)/
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Dr (EW)
Bristol St N (EW)
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"-250
00 N
N
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rn C
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`\
Bristol St S (EW)
University or (EW)
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,r308
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21�
Figure 26
CEQA Year 2026 With Project
PM Peak Hour Intersection Turning Movement Volumes
931dii Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
42 19410
8. GENERAL PLAN COMPARISON ANALYSIS
This section presents analysis of Post 2030 General Plan Buildout conditions in support of the project's proposed addendum to the 2006 General Plan EIR. Detailed intersection Level of Service calculation worksheets for each of the following analysis scenarios are provided in Appendix C.
GENERAL PLAN COMPARISON METHODOLOGY
This analysis compares the traffic analysis zone (TAZ) as analyzed in the Post 2030 General Plan Buildout traffic analysis with the proposed project. The Newport Beach Traffic Model (NBTM) TAZ 1389 was analyzed with 132 dwelling units of multifamily housing, 16,191 square feet of general commercial, and 105,807 square feet of general office in the 2006 General Plan EIR. Since the project is constructing 193 multifamily housing dwelling units, the project is proposing 61 additional dwelling units compared to the 2006 General Plan EIR analysis. Therefore, Post 2030 General Plan Buildout With Project conditions were determined by adding the net increase in dwelling units proposed within TAZ 1389 to the Post 2030 General Plan Buildout forecasts originally evaluated in the 2006 General Plan EIR. The general office and general commercial square footages stayed unchanged in this analysis.
GENERAL PLAN COMPARISON TRIP GENERATION AND TRIP DISTRIBUTION Table 7 shows the project trip generation based upon trip generation rates obtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition, 2017). Based on review of the ITE land use description, trip generation rates for multifamily housing (mid -rise) (Land Use Code 221) were determined to adequately represent the proposed land use and was selected for use in this analysis. The project trip generation forecast is determined by multiplying the trip generation rates by the land use quantity.
As shown in Table 7, the proposed increase in General Plan buildout units is estimated to generate approximately 332 additional daily trips, including 21 additional trips during the AM peak hour and 26 additional trips during the PM peak hour.
Project residential trip distribution patterns (see Figure 12 and Figure 13) were used for this analysis POST 2030 GENERAL PLAN BUILDOUT WITHOUT PROJECT VOLUME FORECASTS Post 2030 General Plan Buildout Without Project volume forecasts were provided by the City of Newport Beach. Post 2030 General Plan Buildout Without Project AM and PM peak hour intersection turning movement volumes are shown on Figure 27 and Figure 28.
POST 2030 GENERAL PLAN BUILDOUT WITH PROJECT VOLUME FORECASTS Post 2030 General Plan Buildout With Project volume forecasts were developed by adding the General Plan Comparison project trips to Post 2030 General Plan Buildout Without Project traffic volumes. Post 2030 General Plan Buildout With Project AM and PM peak hour intersection turning movement volumes are shown on Figure 29 and Figure 30.
GENERAL PLAN COMPARISON IMPACT ASSESSMENT
ICU and Levels of Service at the applicable study intersections for General Plan Comparison: Post 2030 General Plan Buildout Without and With Project conditions are shown in Table 8. As shown in Table 8, the study intersections are forecast to operate at Levels of Service D or better during the peak hours for Post 2030 General Plan Buildout Without and With Project conditions, except for the following intersections:
1. Campus Drive (NS) at Bristol Street North (EW) (Both AM/PM Peak Hours) qxdin"
Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
43 19410
3. Birch Street (NIS) at Bristol Street North (EW)
(AM Peak Hour)
5. MacArthur Boulevard (NS) at Campus Drive (EW)
(PM Peak Hour)
6. MacArthur Boulevard (NS) at Birch Street (EW)
(PM Peak Hour)
10. Jamboree Road (NIS) at Campus Drive (EW)
(Both AM/PM Peak Hours)
12. Jamboree Road (NIS) at Bristol Street South (EW)
(AM Peak Hour)
Table 8 also calculates the net change in ICU at the study intersections for Post 2030 General Plan Buildout With Project conditions. As shown in Table 8, the addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no significant Level of Service impacts at the study intersections for Post General Plan Buildout With Project conditions and no new mitigation measures are required. g:31dipi
Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
44 19410
Table 7
General Plan Comparison Trip Generation
Trip Generation Rates
Land Use
Source'
Unite
AM Peak Hour
PM Peak Hour
Daily
% In
I % Out
Rate
% In
% Out
Rate
Multifamily Housing (Mid -Rise)
ITE 221
DU
26%
74%
0.36 61%
1 39%
1 0.44
5.44 Trips Generated
Land Use
Quantity
Unite
AM Peak Hour
PM Peak Hour
Daily
In
Out
Total
In
Out
Total
Multifamily Housing (Mid-Rise)3
61 DU
5 16
21 16
10 26
332
Notes:
(1) ITE = Institute of Transportation Engineers Trip Generation Manual (10th Edition, 2017); ### = Land Use Code (2) DU = Dwelling Units
(3) The General Plan comparison analysis evaluates an additional 61 DU to NBTM TAZ 1389. Project (193 DU) - TAZ 1389 (132 DU) = 61 DU. " Picerne Residential (1300 Bristol Street North)
93"Cdol Traffic Impact Analysis
45 19410
Table 8
General Plan Comparison: Post 2030 General Plan Buildout Intersection Levels of Service and Impact Assessment ID Study Intersection
Traffic
Control'
General Plan Buildout Without Project
General Plan Buildout With Project
V/C Increase
Significant
Impact
AM Peak Hour
PM Peak Hour
AM Peak Hour
PM Peak Hour
V/CZ
LOSS
V/CZ
LOSS
V/CZ
LOSS
V/CZ
LOSS
AM
PM
1. Campus Dr (NS) at Bristol St North (EW)
TS
1.024
F
0.948
E
1.024
F
0.949
E
0.000
+0.001
No
2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
TS
0.893
D
0.774
C
0.893
D
0.775
C
0.000
+0.001
No
3. Birch St (NS) at Bristol St North (EW)
TS
0.916
E
0.811
D
0.917
E
0.812
D
+0.001
+0.001
No
4. Birch St (NS) at Bristol St South (EW)
TS
0.547
A
0.625
B
0.550
A
0.626
B
+0.003
+0.001
No
5. MacArthur Blvd (NS) at Campus Dr (EW)4
TS
0.809
D
1.241
F
0.809
D
1.241
F
0.000
0.000
No
6. MacArthur Blvd (NS) at Birch St (EW)
TS
0.796
C
1.016
F
0.796
C
1.017
F
0.000
+0.001
No
7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) TS
0.562
A
0.682
B
0.562
A
0.683
B
0.000
+0.001
No
8. MacArthur Blvd (NS) at Jamboree Rd (EW)4
TS
0.877
D
0.858
D
0.877
D
0.859
D
0.000
+0.001
No
9. MacArthur Blvd (NS) at Bison Ave (EW)
TS
0.775
C
0.792
C
0.775
C
0.792
C
0.000
0.000
No
10. Jamboree Rd (NS) at Campus Dr (EW)4
TS
0.930
E
1.180
F
0.930
E
1.181
F
0.000
+0.001
No
11. Jamboree Rd (NS) at Bristol St North (EW)
TS
0.681
B
0.606
B
0.683
B
0.611
B
+0.002
+0.005
No
12. Jamboree Rd (NS) at Bristol St South (EW)
TS
0.942
E
0.867
D
0.944
E
0.869
D
+0.002
+0.002
No
13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) TS
0.681
B
0.667
B
0.681
B
0.667
B
0.000
0.000
No
Notes:
(1) TS = Traffic Signal
(2) V/C = Volume/Capacity
(3) LOS = Level of Service
(4) Level of Service E is acceptable; shared jurisdiction with City of Irvine. 46 Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
19410
IRVINE AVE
M\ R
Campus Dr (NS)/
Bristol St N (EW)
00 "250
v�; —2010
A) l ,r310
-T
00 V N
CO
Birch St (NS)/
Bristol St N (EW)
00 `- 820
vN —1730
d 1 ,r480
00 � M
Birch St (NS)/
Bristol St S (EW)
00 ,�T N
1 �
850 Jr T l'
1200� O0
2101 -M
Legend
0 Study Intersection
Campus Dr (NS)/
Bristol St S (EW)
M
1370: T
159000
670 --�% 7 CO LO
N
Source: 2006 General Plan EIR
QJ�OQ- v
G`r C
G
v
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�.Q Campus Dr (EW) Birch St (EW)
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""
Site �
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MacArthur Blvd (NS)/
Von Karmen Ave (EW)
000 `-40
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d 1 L ,r 170
40 170�
60�
UNIVERSITY DR
MacArthur Blvd (NS)/
Jamboree Rd (EW)
000 `-170
—1120
1 L v-420
670-" T P
1760 00, o
160NCO
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Bison Ave (EW)
0 *-10
CO N (0D —250
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270�
210� MMN
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Jamboree Rd (NS)/
Campus
Dr (EW)
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-M
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vM
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t--840
r- h
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r
� 1 l'
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280—
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N
— fM
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University Dr (EW)
0 OrnO
170
on
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2150 -4
T '
510 �'
'i t -
570—
00 120—
000
OmN
1020�
NO
10�
Figure 27
Post 2030 General Plan Buildout Without Project
AM Peak Hour Intersection Turning Movement Volumes
Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
47 19410
IRVINE AVE
M�R
Campus Dr (NS)/
Campus Dr (NS)/
Bristol St N (EW)
Bristol St S (EW)
oL
�
�140
0 0
N o
— 2880
N M
l
�r 540
00 1420—
0�: 1
1 550�
630--4
T l'
00 Birch St (NS)/
Bristol St N (EW)
a0oo 160
CO — 1730
A) 1 r-530
0�
Birch St (NS)/
Bristol St S (EW)
N 7
rnv
1 �
380
161490
13� o0
0� Mo
Legend
QStudy Intersection
Source: 2006 General Plan EIR
Q;
<
C-
G�
a
c
W
L
v
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MacArthur Blvd (NS)/
Q.O
Campus Dr (EW)
Birch St (EW)
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��
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L 150
�
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Y
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700000
160-A ML2 i
480� 000
70-, 0000
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
I
Von Karman
Ave (EW)
Jamboree Rd (EW)
000
`-110
000
180
—210
rLn`9N
—1570
1 , -860
� 1 L
,r-920
140
240�
1 270
1480�
rn�N
100
70�
NNCfl
UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
0rn -50
v CO 7 —400
A� 1 1* r-220
330
210� 0�v
100�, NNE
( Jamboree Rd (NS)/ 1 Jamboree Rd (NS)/
Campus Dr (EW) Bristol St N (EW)
o ocoo "-530 �0
Q� NNE —650 0�
A� 1 L -360 A 1
J �
�mv 610 --r -, 1 - 1
850— OLOoN rn�0
30 N
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University or (EW)
m v rnrnrn 210
CO —110
ejS0 AVE \ -340
1180,4 T l' 200,' T l'
1500— o0 110— o00
1010-4 CO 10-4 �a)m
�X
Figure 28
Post 2030 General Plan Buildout Without Project
PM Peak Hour Intersection Turning Movement Volumes
Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
48 19410
QJ�QQ- v
G`r C
G
v
MacArthur Blvd (NSu MacArthur Blvd (NS)/
4P Campus Dr (EW) Birch St (EW)
0�0 `-60 0�0 "-20
00 LO rn N 630 c`11I m — 310
IRVINE qVE S
O� QQ- 1 '. ,r40 ./ 1 '. ,r50
�,�c� �P
r Site 770'' ` T ' 712" ` 1 l'
fJ 990 —► o I o 671 0 0 0
MF T 200 c°o 60 � v
Sq �� MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
R srs Von Karmen Ave (EW) Jamboree Rd (EW)
o� `-40 00 `-170
� —180 �2u-) �2 —1121
d 1 L ,-170 1 ,-420
kv
40:� 1 i' 670 �' T l'
170MOO 1764— �rn0o
60� Lo 162--4 Noo
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
00 250 0 UNIVERSITY DR 0� `-10
v� —2013 1� CONCCOO —250
l pr 311 1 S. ./ 1 i. ,r 160
T 1370,' T 330 -"-) 1 P
1591� �� 270, rn��
�M 670�, N� 210� MMN
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St N (EW) Campus Dr (EW) Bristol St N (EW)
0 0 823 0 r 0 170 CO 0
v N — 1734 cCn �--840 r r
.� 1 ,r489 . 1 ,r800 . 1
A r
1 �mv 260
oN 280— oom �N0
tv 30 �, N c�
Birch St (NS)/ ` Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University Dr (EW)
0rn m 0 0rn0 `�170
vN On —110
1 &/SON AVE \ 1 1 '. or- 340
850Jr T l' 2157- T ' 5104 `i t -
1201� Dorn 572— oo 120— mNv
210� �C 11022--4 N 10-4 ON
Legend
0 Study Intersection
Figure 29
Post 2030 General Plan Buildout With Project
AM Peak Hour Intersection Turning Movement Volumes
931dii Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
49 19410
IRVINE AVE
M�R
Campus Dr (NS)/
Campus Dr (NS)/
Bristol St N (EW)
Bristol St S (EW)
o�L
140
coo
N o
— 2882
N M
A� l
r-541
00 1423
0�
1 550:�
630�4
T l'
Birch St (NS)/
Bristol St N (EW)
a0oo 162
CO — 1733
A) 1 r-536
Birch St (NS)/
Bristol St S (EW)
N 7
rnv
1 �
380
161494130
1130 o 0
130� Mo
Legend
QStudy Intersection
Q;
<
C-
G�
a
c
L
v
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Q.O
Campus Dr (EW)
Birch St (EW)
5�
��
ono `,-190
0M0 W-360
JG�'
�pQ"
rn�� —1470
L 160
ci�� —1020
L 150
�
1 ,r
1 ,r
,QCr
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Y
530:� 1 l'
462� 1
7000No
160-A ML2 i
481� 000
70-, 0000
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Von Karman
Ave (EW)
Jamboree Rd (EW)
oMo
110
Moo
`�180
�
—210
`L°`°N
—1574
1 , -861
1 ,r920
140
240�
270�
o00
u7N�
1483�
Moo
100�
71�
Nam
UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
orn *-50
v CO 7 —400
A� 1 1* r-220
330
210�
100�, NNE
( Jamboree Rd (NS)/ 1 Jamboree Rd (NS)/
Campus Dr (EW) Bristol St N (EW)
CDCCoo "-530 LO(0
NNE —650 0�
A I L -360 A l
J �
�mv 610 --r
850— �LOoN rn0 �
30 N
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University or (EW)
CD
m M rnrnC) 210
F) —110
8/so AVE \ 1 0) �340
1188--4 T l' 200,' T l'
1501--► No 110— oNo
1011-, N� 10-4 �a)m
�X
Figure 30
Post 2030 General Plan Buildout With Project
PM Peak Hour Intersection Turning Movement Volumes
93-ldii Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
50 19410
9. CONGESTION MANAGEMENT PROGRAM
This section provides analysis of the project impacts at County facilities in accordance with typical Orange County Congestion Management Program (CMP) requirements.
BACKGROUND
The Orange County CMP is a result of Proposition 111, which was a statewide initiative approved by the voters in June 1990. To prevent gas tax revenues from being used to promote future development, the legislation requires that a traffic impact analysis be prepared for new development. The traffic impact analysis is prepared to monitor and mitigate traffic impacts caused by new development. In Orange County, the Measure M Growth Management Program requires similar efforts; however, compliance with the CMP is required for local jurisdictions to receive Measure M2 funds.
The Legislature requires that adjacent jurisdictions use a standard methodology for conducting a traffic impact analysis. Although details vary from one county to another, the general approach selected by each county for conducting traffic impact analyses has common elements. The Orange County CMP uses the Intersection Capacity Utilization methodology for analysis of intersections within the designated CMP roadway system.
CMP-MONITORED INTERSECTIONS
The following intersections in the City of Newport Beach are part of the CMP Highway System that require monitoring to ensure that Level of Service standards are maintained:
■ Newport Boulevard at Coast Highway
■ MacArthur Boulevard at Jamboree Road
■ MacArthur Boulevard at Coast Highway
REQUIREMENTS FOR IMPROVEMENTS
To determine whether the addition of project -generated trips results in an operational impact at a CMP study intersection, and thus requires improvements, the Orange County CMP utilizes the following requirements:
■ An operational project impact is defined to occur when a proposed project is forecast to increase traffic demand at a CMP study facility by more than three percent of capacity (V/C > 0.03), causing or worsening Level of Service F (V/C > 1.00).
CRITERIA FOR PREPARATION OF CMP IMPACT ANALYSIS
The Orange County CMP uses the following criteria to determine if a proposed development requires analysis:
■ Development projects forecast to generate 2,400 daily trips or more and have indirect access to a CMP facility; or development projects forecast to generate 1,600 daily trips or more and have direct access to a CMP facility; or
■ Projects with a potential to create an impact of more than three percent of Level of Service E capacity.
Since the proposed project has indirect access to a CMP facility (e.g., MacArthur Boulevard or Jamboree Road) and is forecast to generate less than 2,400 daily trips, the proposed project does not satisfy the criteria for preparation of a separate CMP impact analysis.
gnJil
Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
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10. SITE ACCESS AND CIRCULATION
This section includes a description of project improvements necessary to provide site access and an evaluation of site access and circulation. The following section is based on the site plan used in this traffic impact analysis.
SITE ACCESS
Vehicular access is proposed to be maintained at both Bristol Street North and Spruce Street. Since Bristol Street North is a one-way street, the project driveway at Bristol Street North will continue to provide right turn in/out only access. The project driveway at Spruce Street will continue to provide full access. Based on review of the adjacent development and lane configurations along Bristol Street North and Spruce Street, the existing lane configurations are anticipated to be adequate.
Based on the forecast project trip distribution patterns, the majority the project trips, particularly resident trips during the AM/PM peak hours, are expected to access the site via the project driveway at Bristol Street North.
Bristol Street North is a three -lane arterial roadway at the project driveway that connects with other arterial and regional roadway facilities. Westbound traffic along Bristol Street North at the project driveway will operate in free -flow conditions. Right turns into the project site from Bristol Street North will have no conflicting vehicular movements and are therefore expected to cause minimal to no delays along Bristol Street North.
ON -SITE CIRCULATION
The proposed project site plan indicates on -site subterranean drive aisles will be a typical minimum of 26 feet along the drive aisles with perpendicular parking spaces, which is generally adequate for two-way circulation and provides sufficient spaces for most vehicles to back out and conveniently exit the parking stall. The project site plan proposes two drive aisles circulating the site on the northern and eastern project boundaries with perpendicular parking and drive aisles within the parking garage. The final parking layout and circulation will be reviewed and approved by the City of Newport Beach.
In accordance with the City of Newport Beach Municipal Code development standards for parking areas (Section 20.40.070.A.1c), both project driveways provide a minimum set back of five (5) feet between the property line and the first parking space accessed from a public street. Additionally, any dead-end drive aisles would require turnaround areas.
g3')
Picerne Residential (1300 Bristol Street North)
±IiTraffic Impact Analysis
52 19410
11. VEHICLE MILES TRAVELED (VM
BACKGROUND
California Senate Bill 743 (SB 743) directs the State Office of Planning and Research (OPR) to amend the California Environmental Quality Act (CEQA) Guidelines for evaluating transportation impacts to provide alternatives to Level of Service that "promote the reduction of greenhouse gas emissions, the development of multimodal transportation networks, and a diversity of land uses." In December 2018, the California Natural Resources Agency certified and adopted the updated CEQA Guidelines package. The amended CEQA Guidelines, specifically Section 15064.3, recommend the use of Vehicle Miles Travelled (VMT) as the primary metric for the evaluation of transportation impacts associated with land use and transportation projects. In general terms, VMT quantifies the amount and distance of automobile travel attributable to a project or region.
All agencies and projects State-wide are required to utilize the updated CEQA guidelines recommending use of VMT for evaluating transportation impacts as of July 1, 2020.
The updated CEQA Guidelines allow for lead agency discretion in establishing methodologies and thresholds provided there is substantial evidence to demonstrate that the established procedures promote the intended goals of the legislation. Where quantitative models or methods are unavailable, Section 15064.3 allows agencies to assess VMT qualitatively using factors such as availability of transit and proximity to other destinations. The Office of Planning and Research (OPR) Technical Advisory on Evaluating Transportation Impacts in CEQA (State of California, December 2018) ["OPR Technical Advisory"] provides technical considerations regarding methodologies and thresholds with a focus on office, residential, and retail developments as these projects tend to have the greatest influence on VMT.
VMT ASSESSMENT AND SCREENING
The project VMT impact has been assessed in accordance with guidance provided by the City of Newport Beach SB743 Implementation (April 6, 2020) ["the City VMT Guidelines"]. The transportation guidelines provide a framework for "screening thresholds" for certain projects that are expected to cause a less than significant impact without conducting a detailed VMT study. The proposed project is considered a residential land use.
The City VMT Guidelines contain a map of VMT per capita for all existing Newport Beach residential areas.
VMT per capita in each area is compared to the regional average VMT per capita for Orange County. This map shows areas where residential development have a VMT per capita lower than the Orange County regional average and may therefore be presumed to result in a less than significant VMT impact based on guidance provided in the OPR Technical Advisory.
The proposed project is located at OCTAM 5 TAZ 1366 and is in an area with low residential VMT per capita.
Therefore, the proposed project is presumed to have a less than significant impact on VMT since it satisfies the City -established screening criteria. No additional VMT modeling or mitigation measures are required. gnJJ11 Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
53 19410
12. CONCLUSIONS
This section summarizes the findings and mitigation measures (if any) identified in previous sections of this study.
PROJECT TRIP GENERATION
The existing project site land use is estimated per Table 2 to generate approximately 324 daily trips, including 38 trips during the AM peak hour and 38 trips during the PM peak hour. The proposed project site land use is forecast to generate approximately 1,050 daily trips, including 69 trips during the AM peak hour and 85 trips during the PM peak hour. Therefore, the proposed project is forecast to result in net increase of approximately 726 net new daily trips, including 31 net new trips during the AM peak hour and 47 net new trips during the PM peak hour.
TPO IMPACT ANALYSIS
The addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections for TPO Year 2026 With Project conditions and no improvements are required.
CEQA YEAR 2026 IMPACT ANALYSIS
The addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no significant Level of Service impacts at the study intersections for CEQA Year 2026 With Project conditions and no new mitigation measures are required.
CEQA GENERAL PLAN COMPARISON IMPACT ANALYSIS
The addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no significant Level of Service impacts at the study intersections for General Plan Comparison: Post 2030 General Plan Buildout With Project conditions and no new mitigation measures are required.
VMT SCREENING
The proposed project is located in a City defined low-VMT area for residential use and is therefore presumed to have a less than significant impact on VMT.
CONGESTION MANAGEMENT PROGRAM
Since the proposed project has indirect access to a CMP facility (e.g., MacArthur Boulevard or Jamboree Road) and is forecast to generate less than 2,400 daily trips, the proposed project does not satisfy the criteria for preparation of a separate CMP impact analysis.
SITE ACCESS AND CIRCULATION
The site plan is being revised by the project applicant and driveway access is still under review. Therefore, the following conclusions are based on the current site plan used in this traffic impact analysis. g3pdipi Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis
54 19410
Vehicular access is proposed to be maintained at both Bristol Street North and Spruce Street. Since Bristol Street North is a one-way street, the project driveway at Bristol Street North will continue to provide right turn in/out only access. The project driveway at Spruce Street will continue to provide full access. Based on review of the adjacent development and lane configurations along Bristol Street North and Spruce Street, the existing lane configurations are anticipated to be adequate. 931dil
Picerne Residential (1300 Bristol Street North)
Traffic Impact Analysis
55 19410
APPENDICES
Appendix A Glossary
Appendix B Volume Count Worksheets
Appendix C Level of Service Worksheets
Appendix D Approved Projects List and Cumulative Projects Appendix E TPO One -Percent Threshold Analysis
g3')
Picerne Residential (1300 Bristol Street North)
±IiTraffic Impact Analysis
56 19410
APPENDIX A
GLOSSARY
Apx - 2
ACRONYMS
AC
Acres
ADT
Average Daily Traffic
Caltrans
California Department of Transportation
DU
Dwelling Unit
ICU
Intersection Capacity Utilization
GFA
Gross Floor Area
LOS
Level of Service
PCE
Passenger Car Equivalent
SP
Service Population
TSF
Thousand Square Feet
V/C
Volume/Capacity
VMT
Vehicle Miles Traveled
TERMS
AVERAGE DAILY TRAFFIC: The average 24-hour volume for a stated period divided by the number of days in that period. For example, Annual Average Daily Traffic is the total volume during a year divided by 365 days.
BANDWIDTH: The number of seconds of green time available for through traffic in a signal progression.
BOTTLENECK: A point of constriction along a roadway that limits the amount of traffic that can proceed downstream from its location.
CAPACITY: The maximum number of vehicles that can be reasonably expected to pass over a given section of a lane or a roadway in a given time period.
CHANNELIZATION: The separation or regulation of conflicting traffic movements into definite paths of travel by the use of pavement markings, raised islands, or other suitable means to facilitate the safe and orderly movements of both vehicles and pedestrians.
CLEARANCE INTERVAL: Equal to the yellow plus all -red time, if any, when a traffic signal changes between phases (i.e., the amount of time between the end of a green light from one movement to the beginning of a green light for the next).
Nearly same as yellow time. If there is an all red interval after the end of a yellow, then that is also added into the clearance interval.
CONTROL DELAY: The component of delay, typically expressed in seconds per vehicle, resulting from the type of traffic control at an intersection. Control delay is measured by comparison with the uncontrolled condition; it includes delay incurred by slowing down, stopping/waiting, and speeding up.
CORDON: An imaginary line around an area across which vehicles, persons, or other items are counted (in and out).
CORNERSIGHT DISTANCE: The minimum sight distance required by the driver of a vehicle to cross or enter the lanes of the major roadway without requiring approaching traffic traveling at a given speed to radically alter their speed or trajectory.
CYCLE LENGTH: The time period (in seconds) required for a traffic signal to complete one full cycle of indications.
Apx - 3
CUL-DE-SAC: A local street open at one end only and with special provisions for turning around.
DAILY CAPACITY: A theoretical value representing the daily traffic volume that will typically result in a peak hour volume equal to the capacity of the roadway.
DELAY: The time consumed while traffic is impeded in its movement by some element over which it has no control, usually expressed in seconds per vehicle.
DEMAND RESPONSIVE SIGNAL: Same as traffic -actuated signal.
DENSITY: The number of vehicles occupying in a unit length of the through traffic lanes of a roadway at any given instant. Usually expressed in vehicles per mile.
DETECTOR: A device that responds to a physical stimulus and transmits a resulting impulse to the signal controller.
DESIGN SPEED: A speed selected for purposes of design. Features of a highway, such as curvature, superelevation, and sight distance (upon which the safe operation of vehicles is dependent) are correlated to design speed.
DIRECTIONAL SPLIT: The percent of traffic in the peak direction at any point in time.
DIVERSION: The rerouting of peak hour traffic to avoid congestion.
FORCED FLOW: Opposite of free flow.
FREE FLOW: Volumes are well below capacity. Vehicles can maneuver freely and travel is unimpeded by other traffic.
GAP: Time or distance between successive vehicles in a traffic stream, rear bumper to front bumper HEADWAY: Time or distance spacing between successive vehicles in a traffic stream, front bumper to front bumper.
INTERCONNECTED SIGNAL SYSTEM: A number of intersections that are connected to achieve signal progression.
LEVEL OF SERVICE: A qualitative measure of a number of factors, which include speed and travel time, traffic interruptions, freedom to maneuver, safety, driving comfort and convenience, and operating costs.
LOOP DETECTOR: A vehicle detector consisting of a loop of wire embedded in the roadway, energized by alternating current and producing an output circuit closure when passed over by a vehicle.
MINIMUM ACCEPTABLE GAP: Smallest time headway between successive vehicles in a traffic stream into which another vehicle is willing and able to cross or merge.
MULTI -MODAL: More than one mode; such as automobile, bus transit, rail rapid transit, and bicycle transportation modes.
OFFSET: The time interval in seconds between the beginning of green at one intersection and the beginning of green at an adjacent intersection.
PLATOON: A closely grouped component of traffic that is composed of several vehicles moving, or standing ready to move, with clear spaces ahead and behind.
Apx-4
PASSENGER CAR EQUIVALENT: A metric used to assess the impact of larger vehicles, such as trucks, recreational vehicles, and buses, by converting the traffic volume of larger vehicles to an equivalent number of passenger cars.
PEAK HOUR: The 60 consecutive minutes with the highest number of vehicles.
PRETIMED SIGNAL: A traffic signal that allocates right-of-way (i.e., green and red lights) based on a predetermined timing/phasing plan, regardless of actual traffic demand at any given moment. Also known as a fixed time signal.
PROGRESSION: A term used to describe the progressive movement of traffic through several signalized intersections.
QUEUE: The number of vehicles waiting at a service area such as a traffic signal, stop sign, or access gate QUEUE LENGTH: The length of vehicle queue, typically expressed in feet, waiting at a service area such as a traffic signal, stop sign, or access gate.
SCREEN -LINE: An imaginary line or physical feature across which all trips are counted, normally to verify the validity of mathematical traffic models.
SHARED/RECIPROCAL PARKING AGREEMENT: A written binding document executed between property owners to provide a designated number of off-street parking stalls within a designated area to be available for specified businesses or land uses.
SIGHT DISTANCE: The continuous length of roadway visible to a driver or roadway user.
SIGNAL CYCLE: The time period in seconds required for one complete sequence of signal indications.
SIGNAL PHASE: The part of the signal cycle allocated to one or more traffic movements.
STACKING DISTANCE: The length of area available behind a service area, such as a traffic signal or gate, for vehicle queueing to occur.
STARTING DELAY: The delay experienced in initiating the movement of queued traffic from a stop to an average running speed through an intersection.
STOPPING SIGHT DISTANCE: The minimum distance required by the driver of a vehicle traveling at a given speed to bring the vehicle to a stop after an object on the road becomes visible, including reaction and response time.
TRAFFIC -ACTUATED SIGNAL: A type of traffic signal that directs traffic to stop and go in accordance with the demands of traffic, as registered by the actuation of detectors.
TRIP: The movement of a person or vehicle from one location (origin) to another (destination). For example, travel from home to work then work to home consists of two trips, not one.
TRIP -END: One end of a trip at either the origin or destination (i.e., each trip has two trip -ends). A trip -end occurs when a person, object, or message is transferred to or from a vehicle.
TRIP GENERATION RATE: The rate at which a land use generates trips for a given variable, such per dwelling unit or per thousand square feet. It is calculated as the number of trips entering and exiting a site divided by the land use quantity.
Apx - 5
TRUCK: A vehicle having dual tires on one or more axles or having more than two axles.
TURNING RADIUS: The circular arc formed by the smallest turning path radius of the front outside tire of a vehicle, such as that performed by a U-turn maneuver. This is based on the length and width of the wheel base as well as the steering mechanism of the vehicle.
UNBALANCED FLOW: Heavier traffic flow in one direction than the other. On a daily basis, most facilities have balanced flow. During the peak hours, flow is seldom balanced in an urban area.
VEHICLE MILES OF TRAVEL: A measure of the amount and distance of automobile travel attributable to a project or region. Calculated by multiplying the number of trips by the average trip length.
Apx - 6
APPENDIX B
VOLUME COUNT WORKSHEETS
Apx - 7
City: NEWPORT BEACH
N-S Direction: CAMPUS DRIVE
E-W Direction: N. BRISTOL STREET
gwwpovatiou Studiea, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(',rniine Prinfarl_ Ti rninn Mnvamanfc
File Name
: H1901006
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 1
CAMPUS DRIVE
N. BRISTOL STREET
CAMPUS DRIVE
N. BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Right I
Thru
Left
Right
Thru
Left
Ri ht
Thru
Left
Right
I Thru
Left
Int. Total
07:00
43 45
0 33
126
22 0
229
98 0
0 0
596
07:15
33 36
0 30
131
36 0
272
97 0
0 0
635
07:30
31 34
0 33
168
45 0
305
122
0 0
0 738
07:45
43 62
0 53
225
37 0
397
114
0 0
0 931
Total
150
177
0 149
650
140
0 1203
431
0 0
0 2900
08:00
57 64
0 51
231
46 0
426
117
0 0
0 992
08:15
62 71
0 72
264
52 0
424
126
0 0
0 1071
08:30
52 64
0 55
311
54 0
390
132
0 0
0 1058
08:45
69 76
0 60
271
56 0
365
107
0 0
0 1004
Total
240
275
0 238
1077
208
0 1605
482
0 0
0 4125
16:30
16:45
273
302
183 0
181 0
31 37
455
449
61 79
0 0
165
168
130
111
0 0
0 0
0 0
1298
1327
Total
1 575
364 01
68 904
1401
0 333
241
0 0 0
2625
17:00
290
212 0
33 505
67 0
180
133
0 0 0
1420
17:15
285
318 0
25 427
60 0
167
98 0
0 0
1380
17:30
283
301 0
16 422
61 0
181
95 0
0 0
1359
17:45
268
280 0
16 428
50 0
153
109
0 0 0
1304
Total
1126
1111 0
90 1782
238
0 681
435
0 0 0
5463
18:00
250
172 0
12 420
65 0
162
117
0 0 0
1198
18:15
212
127 0
16 383
67 0
164
112
0 0 0
1081
Grand Total
2553
2226 0
573
5216
858
0 4148
1818
0 0 0
17392
Apprch %
53.4 46.6 0
8.6 78.5
12.9 0
69.5 30.5
0 0 0
Total %
14.7 12.8 0
3.3 30
4.9 0
23.9 10.5
0 0 0
Apx - 8
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: CAMPUS DRIVE
E-W Direction: N. BRISTOL STREET
File Name
: H1901006
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 2
CAMPUS DRIVE
Southbound
N. BRISTOL STREET
Westbound
CAMPUS DRIVE
Northbound
N. BRISTOL STREET
Eastbound
Start Time
Right I Thru Left I App. Total
Right Thru I Left I App. Total
Right I Thru I Left I App. Total
Right I Thru ILeft A .Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Beqins at 08:00
Int. Total
08:00
57 64
0 121
51 231
46 328
0 426
117
543
0 0
0 0
992
08:15
62 71
0 133
72 264
52 388
0 424
126
550
0 0
0 0
1071
08:30
52 64
0 116
55 311
54 420
0 390
132
522
0 0
0 0
1058
08:45
69 76
0 145
60 271
56 387
0 365
107
472
0 0
0 0
1004
Total Volume
240
275
0 515
238
1077
208
1523
0 1605
482
2087
0 0
0 0
4125
% App. Total
46.6 53.4
0 15.6
70.7 13.7
0 76.9
23.1 0
0 0
PHF
.870
.905
.000
.888
.826
.866
.929
.907
.000
.942
.913
.949
.000
.000
.000
.000
.963
CAMPUS DRIVE
Out In Total
1843 515 2358
240 275 0
Right Thru Le, ft
Peak Hour Data
7m
LU o � * � z
L North ca
00 o rn
0 J C =
p Peak Hour Begins at 08:00 +-2 o j", 5O� 4 cn
E rn o -Z Turning Movements ;0
Zpr ap Nw M
W —
T
Left Thru Right
482 1605 0
483 2087 2570
Out In Total
Apx - 9
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: CAMPUS DRIVE
E-W Direction: N. BRISTOL STREET
File Name
: H1901006
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 3
CAMPUS DRIVE
N. BRISTOL STREET
CAMPUS DRIVE
N. BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Rig t
Thru
Left
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
App. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
Int. Total
16:45
302
181
0 483
37 449
79 565
0 168
111
279
0 0
0 0
1327
17:00
290
212
0 502
33 505
67 605
0 180
133
313
0 0
0 0
1420
17:15
285
318
0 603
25 427
60 512
0 167
98 265
0 0
0 0
1380
17:30
283
301
0 584
16 422
61 499
0 181
95 276
0 0
0 0
1359
Total Volume
1160
1012
0 2172
111
1803
267
2181
0 696
437
1133
0 0
0 0
5486
% App. Total
53.4 46.6
0 5.1
82.7 12.2
0 61.4
38.6 0
0 0
PHF
.960
.796
.000
.900
.750
.893
.845
.901
.000
.961
.821
.905
.000
.000
.000
.000
r .966
CAMPUS DRIVE
Out In Total
807 2172 2979
1160 1012 0
Right Thru Le, ft
Peak Hour Data
�o
LU
Northco
� o [n
0 p c �� Peak Hour Begins at 16:45 O
�2 w S r
U) cn
o o f Turnin Movements r A
Z0co � 6�' ;vim
F+
Left Thru Right
437 696 0
1279 1133 2412
Out In Total
Apx - 10
City: NEWPORT BEACH
N-S Direction: CAMPUS DR / IRVINE AVE
E-W Direction: S. BRISTOL STREET
gwwpovatiou Studiea, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
r,rniine Prinfarl_ Ti rninn Mnvamanfc
File Name
: H1901002
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 1
CAMPUS DRIVE
S. BRISTOL STREET
IRVINE
AVENUE
S. BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Right I
Thru
Left
Right
Thru
Left
Ri ht
Thru
Left
Right
I Thru
Left
Int. Total
07:00
0 57
18 0
0 0
33 153
0 110
253
177
801
07:15
0 54
18 0
0 0
38 172
0 110
319
205
916
07:30
0 69
12 0
0 0
56 244
0 88
375
206
1050
07:45
0 70
18 0
0 0
75 266
0 108
429
240
1206
Total
0 250
66 0
0 0
202
835
0 416
1376
828
3973
08:00
0 82
23 0
0 0
60 280
0 114
475
251
1285
08:15
0 104
26 0
0 0
68 283
0 108
478
255
1322
08:30
0 92
26 0
0 0
83 317
0 106
418
230
1272
08:45
0 100
21 0
0 0
71 223
0 136
447
244
1242
Total
0 378
96 0
0 0
282
1103
0 464
1818
980
5121
16:30
16:45
0 0
184
214
58 36
0 0
0 0
0 0
57 61
175 0
143 0
156
159
282
278
117
132
1029
1023
Total
1 0
398
941
0 0
01 118
318 0
315
560
2491
2052
17:00
0 239
37 0
0 0
55 176 0
127
287
130
1051
17:15
0 314
67 0
0 0
80 178 0
135
214
92 1080
17:30
0 297
66 0
0 0
60 166 0
135
222
106
1052
17:45
0 281
45 0
0 0
46 138 0
135
232
116
993
Total
0 1131
215
0 0
0 241
658 0
532
955
444
4176
18:00
0 203
32 0
0 0
47 162 0
154
245
104
947
18:15
0 159
44 0
0 0
42 172 0
127
178
105
827
Grand Total
0 2519
547
0 0
0 932
3248 0
2008
5132
2710
17096
Apprch %
0 82.2
17.8 0
0 0
22.3 77.7 0
20.4 52.1
27.5 Total %
0 14.7
3.2 0
0 0
5.5 19 0
11.7 30
15.9 Apx - 11
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: CAMPUS DR / IRVINE AVE
E-W Direction: S. BRISTOL STREET
File Name
: H1901002
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 2
CAMPUS DRIVE
Southbound
S. BRISTOL STREET
Westbound
IRVINE AVENUE
Northbound
S. BRISTOL STREET
Eastbound
Start Time
Right I Thru Left I App. Total
Right Thru I Left I App. Total
Right I Thru I Left I App. Totai
Right I Thru I Left App. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Beqins at 08:00
Int. Total
08:00
0 82
23 105
0 0
0 0
60 280
0 340
114
475
251
840
1285
08:15
0 104
26 130
0 0
0 0
68 283
0 351
108
478
255
841
1322
08:30
0 92
26 118
0 0
0 0
83 317
0 400
106
418
230
754
1272
08:45
0 100
21 121
0 0
0 0
71 223
0 294
136
447
244
827
1242
Total Volume
0 378
96 474
0 0
0 0
282
1103
0 1385
464
1818
980
3262
5121
% App. Total
0 79.7
20.3 0
0 0
20.4 79.6
0 14.2
55.7 30
PHF
.000
.909
.923
.912
.000
.000
.000
.000
.849
.870
.000
.866
.853
.951
.961
.970
.968
CAMPUS DRIVE
Out In Total
2083 474 2557
0 378 96
Right Thru Le, ft
Peak Hour Data
75co
p N N_ Q Cn
°' J North S °'
-o
cn
p c M � t� Peak Hour Begins at 08:00 �� 3 r-
H 2 0 o Cn
o Low TurningMovements X
mpp� �� i ��o No m
vi
Z
Left Thru Right
0 1103 282
842 1385 2227
Out In TotalIF
IRVINF
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: CAMPUS DR / IRVINE AVE
E-W Direction: S. BRISTOL STREET
File Name
: H1901002
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 3
CAMPUS DRIVE
S. BRISTOL STREET
IRVINE AVENUE
S. BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Rig t
Thru
Left
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
App. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
Int. Total
16:45
0 214
36 250
0 0
0 0
61 143
0 204
159
278
132
569
1023
17:00
0 239
37 276
0 0
0 0
55 176
0 231
127
287
130
544
1051
17:15
0 314
67 381
0 0
0 0
80 178
0 258
135
214
92 441
1080
17:30
0 297
66 363
0 0
0 0
60 166
0 226
135
222
106
463
1052
Total Volume
0 1064
206
1270
0 0
0 0
256
663
0 919
556
1001
460
2017
4206
% App. Total
0 83.8
16.2 0
0 0
27.9 72.1
0 27.6
49.6 22.8
PHF
.000
.847
.769
.833
.000
.000
.000
.000
.800
.931
.000
.891
.874
.872
.871
.886
r .974
CAMPUS DRIVE
Out In Total
1123 1270 2393
0 1064 206
Right Thru Le, ft
Peak Hour Data
o 0j
Lu .C.
of North o w 29 �cn
1 JO N o L� Peak Hour Begins at 16:45 �� 3 Or
C Cn
o t Turnin Movements
M-
U) 0 i �o 1
w—
F+
Left Thru Right
0 663 256
1620 919 2539
Out In Total
RV,NF
City: NEWPORT BEACH
N-S Direction: BIRCH STREET
E-W Direction: N. BRISTOL STREET
gwwpovatiou Studiea, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(',rniine Prinfarl_ Ti rninn Mnvamante
File Name
: H1901007
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 1
BIRCH
STREET
N. BRISTOL STREET
BIRCH
STREET
N. BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Right I
Thru
Left
Right Thru
Left
Right
Thru
Left
Right
I Thru
Left
Int. Total
07:00
18 16
0 30 148
29 0
111
15 0
0 0
367
07:15
12 14
0 32 165
40 0
135
20 0
0 0
418
07:30
17 22
0 38 197
57 0
178
19 0
0 0
528
07:45
23 22
0 48 289
83 0
227
9 0
0 0
701
Total
70 74
0 148 799
209
0 651
63 0
0 0
2014
08:00
26 21
0 45 280
91 0
270
23 0
0 0
756
08:15
21 22
0 52 344
102
0 265
24 0
0 0
830
08:30
22 38
0 50 347
94 0
259
25 0
0 0
835
08:45
29 22
0 56 335
100
0 257
24 0
0 0
823
Total
98 103
0 203 1306
387
0 1051
96 0
0 0
3244
16:30
16:45
145
137
85 0
106 0
31 32
403
406
102
105
0 0
82 112
43 25
0 0
0 0
0 0
891
923
Total
1 282
191 01
63 809
2071
0 194
68 0
0 0
1814
17:00
213
118 0
28 336
116
0 95
45 0
0 0
951
17:15
166
134 0
28 332
135
0 69
29 0
0 0
893
17:30
152
124 0
32 331
148
0 63
11 0
0 0
861
17:45
188
108 0
25 292
119
0 64
27 0
0 0
823
Total
719
484 0
113
1291
518
0 291
112
0 0 0
3528
18:00
119
85 0
26 299
128
0 60
32 0
0 0
749
18:15
120
93 0
23 271
115
0 56
27 0
0 0
705
Grand Total
1408
1030 0
576
4775
1564
0 2303
398
0 0 0
12054
Apprch %
57.8 42.2 0
8.3 69.1
22.6 0
85.3 14.7
0 0 0
Total %
11.7 8.5 0
4.8 39.6
13 0
19.1 3.3
0 0 0
Apx - 14
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: BIRCH STREET
E-W Direction: N. BRISTOL STREET
File Name
: H1901007
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 2
BIRCH STREET
Southbound
N. BRISTOL STREET
Westbound
BIRCH STREET
Northbound
N. BRISTOL STREET
Eastbound
Start Time
Right I Thru Left I App. Total
Right Thru I Left I App. Total
Right I Thru I Left I App. Totai
Right I Thru I Left App. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Beqins at 08:00
Int. Total
08:00
26 21
0 47
45 280
91 416
0 270
23 293
0 0
0 0
756
08:15
21 22
0 43
52 344
102
498
0 265
24 289
0 0
0 0
830
08:30
22 38
0 60
50 347
94 491
0 259
25 284
0 0
0 0
835
08:45
29 22
0 51
56 335
100
491
0 257
24 281
0 0
0 0
823
Total Volume
98 103
0 201
203
1306
387
1896
0 1051
96 1147
0 0
0 0
3244
% App. Total
48.8 51.2
0 10.7
68.9 20.4
0 91.6
8.4 0
0 0
PHF
.845
.678
.000
.838
.906
.941
.949
.952
.000
.973
.960
.979
.000
.000
.000
.000
.971
BIRCH STREET
Out In Total
1254 201 F 1-455-1
98 103 0
Right Thru Le, ft
Peak Hour Data
7o
LU o � g Z
L North w ca
o U)
p Peak Hour Begins at 08:00 +-2 o 3 0
~ 0) T (n
o z Turning Movements ;0
ZOD MM,
p� i -4
rn-
Left Thru Right
96 1051 0
490 1147 1637
Out In Total
RIRr
sTRFFT
Apx - 15
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: BIRCH STREET
E-W Direction: N. BRISTOL STREET
File Name
: H1901007
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 3
BIRCH STREET
N. BRISTOL STREET
BIRCH STREET
N. BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Rig t
Thru
Left
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
App. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
Int. Total
16:30
145
85 0
230
31 403
102
536
0 82
43 125
0 0
0 0
891
16:45
137
106
0 243
32 406
105
543
0 112
25 137
0 0
0 0
923
17:00
213
118
0 331
28 336
116
480
0 95
45 140
0 0
0 0
951
17:15
166
134
0 300
28 332
135
495
0 69
29 98
0 0
0 0
893
Total Volume
661
443
0 1104
119
1477
458
2054
0 358
142
500
0 0
0 0
3658
% App. Total
59.9 40.1
0 5.8
71.9 22.3
0 71.6
28.4 0
0 0
PHF
.776
.826
.000
.834
.930
.909
.848
.946
.000
.799
.789
.893
.000
.000
.000
.000
r .962
BIRCH STREET
Out In Total
477 1104 1581
661 443 0
Right Thru Le, ft
Peak Hour Data
LU
LU
North
o rn
0 p c t� Peak Hour Begins at 16:30 1---
rr� C 4 cn
o o E Turnin Movements A
M Co
04 ZON �� �w
? —
F+
Left Thru Right
142 358 0
901 500 1401
Out In Total
Apx - 16
City: NEWPORT BEACH
N-S Direction: BIRCH STREET
E-W Direction: S. BRISTOL STREET
gwwpovatiou Studiea, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
r,rniine Prinfarl_ Ti rninn Mnvamante
File Name
: H1901003
Site Code
: 00000000
Start Date
: 1/30/2019
Page No
: 1
BIRCH
STREET
S. BRISTOL STREET
BIRCH
STREET
S. BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Right I
Thru
Left
Right Thru
Left
Right
Thru
Left
Right
I Thru
Left
Int. Total
07:00
0 30
11 0 0
0 24
24 0
39 127
109
364
07:15
0 45
21 0 0
0 52
47 0
35 239
130
569
07:30
0 55
18 0 0
0 93
33 0
44 289
125
657
07:45
0 78
25 0 0
0 109
57 0
44 293
195
801
Total
0 208
75 0 0
0 278
161
0 162
948
559
2391
08:00
0 78
47 0 0
0 102
88 0
59 281
186
841
08:15
0 84
39 0 0
0 101
99 0
40 287
195
845
08:30
0 74
48 0 0
0 93
104
0 55
306
164
844
08:45
0 90
31 0 0
0 85
94 0
55 339
210
904
Total
0 326
165
0 0
0 381
385
0 209
1213
755
3434
16:30
16:45
0 0
133
142
64 50
0 0
0 0
0 0
72 77
22 0
37 0
29 32
282
301
89 68
691
707
Total
1 0
275
1141
0 0
01 149
59 0
61 583
1571
1398
17:00
0 181
73 0
0 0
84 44 0
17 259
79 737
17:15
0 220
59 0
0 0
72 41 0
32 261
62 747
17:30
0 182
63 0
0 0
86 46 0
31 296
49 753
17:45
0 169
58 0
0 0
66 31 0
34 280
57 695
Total
0 752
253
0 0
0 308
162 0
114
1096
247
2932
18:00
0 164
60 0
0 0
61 53 0
24 280
53 695
18:15
0 157
40 0
0 0
52 27 0
18 221
39 554
Grand Total
0 1882
707
0 0
0 1229
847 0
588
4341
1810
11404
Apprch %
0 72.7
27.3 0
0 0
59.2 40.8 0
8.7 64.4
26.9 Total %
0 16.5
6.2 0
0 0
10.8 7.4 0
5.2 38.1
15.9 Apx - 17
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: BIRCH STREET
E-W Direction: S. BRISTOL STREET
File Name
: H1901003
Site Code
: 00000000
Start Date
: 1/30/2019
Page No
: 2
BIRCH STREET
Southbound
S. BRISTOL STREET
Westbound
BIRCH STREET
Northbound
S. BRISTOL STREET
Eastbound
Start Time
Right I Thru Left I App. Total
Right Thru I Left I App. Total
Right I Thru I Left I App. Totai
Right I Thru I Left App. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Beqins at 08:00
Int. Total
08:00
0 78
47 125
0 0
0 0
102
88 0
190
59 281
186
526
841
08:15
0 84
39 123
0 0
0 0
101
99 0
200
40 287
195
522
845
08:30
0 74
48 122
0 0
0 0
93 104
0 197
55 306
164
525
844
08:45
0 90
31 121
0 0
0 0
85 94
0 179
55 339
210
604
904
Total Volume
0 326
165
491
0 0
0 0
381
385
0 766
209
1213
755
2177
3434
% App. Total
0 66.4
33.6 0
0 0
49.7 50.3
0 9.6
55.7 34.7
PHF
.000
.906
.859
.982
.000
.000
.000
.000
.934
.925
.000
.958
.886
.895
.899
.9017r.950
BIRCH STREET
Out In Total
1140 491 F 1631
0 326 165
Right Thru Le, ft
Peak Hour Data
7Un
�o
W ~ N � =�tVJi .C.. Cn
W n North o `° 0j
m
0 0 N N t� Peak Hour Begins at 08:00 �? g r-
H 2 0 o Cn
o o t Turning Movements X
m
v50' i �*o a-,
cn w
m—
C1 Z
Left Thru Right
0 385 381
535 766 1301
Out In Total
RIRr
sTRFFT
Apx - 18
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: BIRCH STREET
E-W Direction: S. BRISTOL STREET
File Name
: H1901003
Site Code
: 00000000
Start Date
: 1/30/2019
Page No
: 3
BIRCH STREET
S. BRISTOL STREET
BIRCH STREET
S. BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Rig t
Thru
Left
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
App. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
Int. Total
16:45
0 142
50 192
0 0
0 0
77 37
0 114
32 301
68 401
707
17:00
0 181
73 254
0 0
0 0
84 44
0 128
17 259
79 355
737
17:15
0 220
59 279
0 0
0 0
72 41
0 113
32 261
62 355
747
17:30
0 182
63 245
0 0
0 0
86 46
0 132
31 296
49 376
753
Total Volume
0 725
245
970
0 0
0 0
319
168
0 487
112
1117
258
1487
2944
% App. Total
0 74.7
25.3 0
0 0
65.5 34.5
0 7.5
75.1 17.4
PHF
.000
.824
.839
.869
.000
.000
.000
.000
.927
.913
.000
.922
.875
.928
.816
.927
r .977
BIRCH STREET
Out In Total
426 970 1396
0 725 245
Right Thru Le, ft
Peak Hour Data
o� �o
W � U) 00
o N -i North 29
-o
Cn
cn
J C 7 1
p Peak Hour Begins at 16:45 2 3
C Cn
o N t Turnin Movements r
m rn m m
F+
Left Thru Right
0 168 319
837 487 1324
Out In Total
Apx - 19
.Jaan6pa4atiaa Studie,5, 1c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH File Name : H1901026
N-S Direction: MACARTHUR BOULEVARD Site Code : 00000000 E-W Direction: CAMPUS DRIVE Start Date : 2/27/2019
Page No : 1
(:rni inc Printari_ Ti irninn Mnvamante
MACARTHUR
MACARTHUR
CAMPUS
DRIVE
CAMPUS
DRIVE
BOULEVARD
BOULEVARD
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru Left
u turns
Right
Thru
Left
u turns
Right
Thru Left
u turns
Right
Thru
Left
u turns
Int. Total
07:00
16 157 52
0 6
28 4
0 8
79 9
0 9
100
83 0
551
07:15
27 154 49
0 6
34 7
0 10
100 9
1 8
120
76 1
602
07:30
36 180 60
0 11
30 13
0 13
112 6
2 11
145
99 1
719
07:45
42 207 69
0 13
42 9
0 18
150 8
1 16
217
112
0 904
Total
121
698 230
0 36
134
33 0
49 441 32
4 44
582
370
2 2776
08:00
65 213 88
0 14
42 10
0 22
135 16
0 28
190
121
1 945
08:15
44 222 83
0 21
34 10
0 12
140 10
0 12
170
115
0 873
08:30
56 211 78
0 23
46 9
1 22
150 18
1 15
182
108
3 923
08:45
49 212 83
0 13
44 12
0 21
160 7
0 12
135
80 1
829
Total
214
858 332
0 71
166
41 1
77 585 51
1 67
677
424
5 3570
16:30
102
217
19 0
48 241
13 0
15 214
43 0
18 80
65 10
1085
16A5
116
215
28 0
44 256
20 0
10 216
30 0
17 79
69 5
1105
Total
218
432
47 0
92 497
33 0
25 430
73 0
35 159
134
15 2190
17:00
175
229
37 0
53 278
23 0
19 292
66 0
22 81
87 8
1370
17:15
147
254
33 0
68 311
28 0
14 287
45 1
13 68
58 6
1333
17:30
134
220
29 0
44 231
11 0
7 255
54 0
12 98
75 2
1172
17:45
121
231
56 0
44 218
16 0
11 242
36 0
17 72
74 5
1143
Total
577
934
155
0 209
1038
78 0
51 1076
201
1 64
319
294
21 5018
18:00
108
164
30 0
41 194
16 0
17 199
26 0
17 90
69 2
973
18:15
101
151
33 0
40 155
10 0
5 203
36 0
8 51
59 6
858
Grand Total
1339
3237
827
0 489
2184
211
1 224
2934
419
6 235
1878
1350
51 15385
Apprch %
24.8 59.9
15.3 0
16.9 75.7
7.3 0
6.3 81.9
11.7 0.2
6.7 53.4
38.4 1.5
Total %
8.7 21
5.4 0
3.2 14.2
1.4 0
1.5 19.1
2.7 0
1.5 12.2
8.8 0.3
Apx - 20
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: CAMPUS DRIVE
File Name
: H1901026
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
: 2
MACARTHUR BOULEVARD
Southbound
CAMPUS DRIVE
Westbound
MACARTHUR BOULEVARD
Northbound
CAMPUS DRIVE
Eastbound
Start Time
Right I Thru I Left I Uturns I App. TWal
Right I Thru I Left I Uturns I App.ToWl
Right I Thru I Left I ut— I App..1
Right I Thru I Left Uturns A .To al
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Beqins at 07:45
Int. Total
07:45
42 207
69 0
318
13 42
9 0
64 18
150
8 1
177
16 217
112
0 345
904
08:00
65 213
88 0
366
14 42
10 0
66 22
135
16 0
173
28 190
121
1 340
945
08:15
44 222
83 0
349
21 34
10 0
65 12
140
10 0
162
12 170
115
0 297
873
08:30
56 211
78 0
345
23 46
9 1
79 22
150
18 1
191
15 182
108
3 308
923
Total Volume
207
853
318
0 1378
71 164
38 1
274
74 575
52 2
703
71 759
456
4 1290
3645
App. Total
15 61.9
23.1 0
25.9 59.9
13.9 0.4
10.5 81.8
7.4 0.3
5.5 58.8
35.3 0.3
PHF
.796
.961
.903
.000
.941
.M
.891
.950
.250
.867
.841
.958
.722
.500
.920
.634
.874
.942
.333
.935
r .964
MACARTHUR BOULEVARD
Out In Total
1102 1378 2480
2071 8531 318 0
Right Thru , Left
r
1 � turns
Peak Hour Data
Lo
j
Lo
North
~2
n
y
�
C
a
11 j
Peak Hour Begins at 07:45
5 En
CL
a
Turnin Movements
OD
M
0 w
3 �
O
� N
E
C
<
m
O
row
3 w
U
Left Thru Ri ht turns
52 575 74 2
962 703 1665
Out In Total
MAQ
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: CAMPUS DRIVE
File Name
: H1901026
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
: 3
MACARTHUR BOULEVARD
CAMPUS DRIVE
MACARTHUR BOULEVARD
CAMPUS DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
U turns
App. Total
Right
Thru
Left
uturns
App. Taw
Right
Thru
Left
Utums
App. TOWI
Right
Thru
Left
Uturns
App. To al
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
Inl. Total
17:00
175
229
37 0
441
53 278
23 0
354
19 292
66 0
377
22 81
87 8
198
1370
17:15
147
254
33 0
434
68 311
28 0
407
14 287
45 1
347
13 68
58 6
145
1333
17:30
134
220
29 0
383
44 231
11 0
286
7 255
54 0
316
12 98
75 2
187
1172
17:45
121
231
56 0
408
44 218
16 0
278
11 242
36 0
289
17 72
74 5
168
1143
Total Volume
577
934
155
0 1666
209
1038
78 0
1325
51 1076
201
1 1329
64 319
294
21 698
5018
App. Total
34.6 56.1
9.3 0
15.8 78.3
5.9 0
3.8 81
15.1 0.1
9.2 45.7
42.1 3
PHF
.824
.919
.692
.000
.944
.768
.834
.696
.000
.814
.671
.921
.761
.250
.881
.727
.814
.845
.656
.881
.916
MACARTHUR BOULEVARD
Out In Total
1579 1666 F3245
5771 9341 155 0
Right Thru Left
,
r
1 � turns
Peak Hour Data
HN
N J�
�AYV
O
j
rn
North
..0
(NJr�ii
>
0 �
C
co c
Peak Hour Begins at 17:00
N 5 1
a
a
'7=
TurningMovements
-
�+ 0
o
O ��
�m
O
N c
�y
c
3 c
o
no
ow
U
Left Thru Ri ht turns
201 1076 511 1
1076 1329 2405
out In Total
Apx - 22
gwwpovatiou Studiea, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH File Name : H1901028
N-S Direction: MACARTHUR BOULEVARD Site Code : 00000000 E-W Direction: BIRCH STREET Start Date : 2/27/2019
Page No : 1
(',rniine Prinfarl_Tnrninn KAnvamantc
MACARTHUR
BOULEVARD
BIRCH
STREET
MACARTHUR
BOULEVARD
BIRCH
STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
U turns
Right
Thru
Left
Ri ht
Thru
Left
U turns
Right
Thru
Left
Int. Total
07:00
44 111
11 2
8 18
3 7
80 5
0 17
38 18
362
07:15
39 113
10 1
5 12
4 14
93 6
1 13
47 15
373
07:30
53 135
16 0
10 20
5 7
97 8
0 14
56 24
445
07:45
49 189
22 0
11 27
8 19
135
7 1
12 80
26 586
Total
185
548
59 3
34 77
20 47
405
26 2
56 221
83 1766
08:00
45 165
22 0
16 16
6 25
148
7 3
16 108
18 595
08:15
39 158
18 0
13 32
9 18
151
8 0
16 76
21 559
08:30
33 151
19 0
14 28
6 19
169
8 1
17 64
16 545
08:45
47 190
20 3
12 40
6 17
151
5 1
15 71
29 607
Total
164
664
79 3
55 116
27 79
619
28 5
64 319
84 2306
16:30
16:45
26 33
176
219
13 21
0 0
32 30
99 99
16 19
5 7
158
179
17 18
2 3
9 9
67 77
85 74
705
788
Total
59 395
34 01
62 198
351
12 337
35 5
18 144
1591
1493
17:00
33 208
18 2
57 124
19 3
213
35 1
12 75
94 894
17:15
44 206
11 0
51 136
32 5
237
29 1
11 75
75 913
17:30
50 215
7 0
56 123
31 13
203
19 1
13 79
77 887
17:45
38 229
8 2
46 117
27 10
204
31 2
6 48
58 826
Total
165
858
44 4
210
500
109
31 857
114
5 42
277
304
3520
18:00
27 161
3 2
24 83
21 4
157
24 7
13 55
70 651
18.15 32
139
13 0
36 75
19 3
171
18 2
10 33
71 622
Grand Total
632
2765
232
12 421
1049
231
176
2546
245
26 203
1049
771
10358
Apprch %
17.4 75.9
6.4 0.3
24.8 61.7
13.6 5.9
85.1 8.2
0.9 10
51.9 38.1
Total %
6.1 26.7
2.2 0.1
4.1 10.1
2.2 1.7
24.6 2.4
0.3 2
10.1 7.4
Apx - 23
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: BIRCH STREET
File Name
: H1901028
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
: 2
MACARTHUR BOULEVARD
Southbound
BIRCH STREET
Westbound
MACARTHUR BOULEVARD
Northbound
BIRCH STREET
Eastbound
Start Time
Right
Thru
Left
u tums
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
u tuma
App. Total
Right
Thru Left
App. Total
Peak Hour Analysis From 07:00 to 11:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
08:00
45 165
22 0
232
16 16
6 38
25 148
7 3
183
16 108
18 142
595
08:15
39 158
18 0
215
13 32
9 54
18 151
8 0
177
16 76
21 113
559
08:30
33 151
19 0
203
14 28
6 48
19 169
8 1
197
17 64
16 97
545
08:45
47 190
20 3
260
12 40
6 58
17 151
5 1
174
15 71
29 115
607
Total Volume
164
664
79 3
910
55 116
27 198
79 619
28 5
731
64 319
84 467
2306
% App. Total
1 18
73 8.7
0.3 27.8
58.6 13.6
10.8 84.7
3.8 0.7
13.7 68.3
18 PHF
.872
.874
.898
.250
.875
.859
.725
.750
.853
.790
.916
.875
.417
.928
.941
.738
.724
.822
r .950
MACARTHUR BOULEVARD
Out In Total
758 910 1668
1641 6641 79 3
Right Thru Left
r
1 turns
Peak Hour Data
00 � °
w North A
w n
� rn
x
c CO F� Peak Hour Begins at 08:00 +—pr Zz 3 Cn
of m o O Lrn� Turning Movements m
0 i - �0
�l w
N —
Tr' u
Left Thru Ri ht turns
28 619 791 5
755 F 1486
Out In Total
M11
Apx - 24
gwwpadactian Stadieo, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: BIRCH STREET
File Name
: H1901028
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
: 3
MACARTHUR BOULEVARD
Southbound
BIRCH STREET
Westbound
MACARTHUR BOULEVARD
Northbound
BIRCH STREET
Eastbound
Start Time
Right
Thru
Left
u toms
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
u tuma
App. Total
Right
Thru Left
Apo. Total
Peak Hour Analysis From 12:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00
33 208
18 2
261
57 124
19 200
3 213
35 1
252
12 75
94 181
894
17:15
44 206
11 0
261
51 136
32 219
5 237
29 1
272
11 75
75 161
913
17:30
50 215
7 0
272
56 123
31 210
13 203
19 1
236
13 79
77 169
887
17:45
38 229
8 2
277
46 117
27 190
10 204
31 2
247
6 48
58 112
826
Total Volume
165
858
44 4
1071
210
500
109
819
31 857
114
5 1007
42 277
304
623
3520
% App. Total
15.4 80.1
4.1 0.4
25.6 61.1
13.3 3.1
85.1 11.3
0.5 6.7
44.5 48.8
PHF
.825
.937
.611
.500
.967
.921
.919
.852
.935
.596
.904
.814
.625
.926
.808
.877
.809
.860
.964
MACARTHUR BOULEVARD
Out In Total
1371 10TI 2442
1651 8581 44 4
Right Thru , Left r
1 � turns
Peak Hour Data
�o
Lu M J North
Lu m C)
of C (O n _
= N �_+ Peak Hour Begins at 17:00 �� o 3 Cn
Ix m
a, v t Turnin Movements r m
mod rn— �� �o
1 �l w
'-1 T F' U
Left Thru Ri ht turns
114 857 311 5
1009 Ef007 2016
Out In Total
Apx - 25
.Jaan6pa4atiaa Studie,5, 1c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH File Name : H1901027
N-S Direction: MACARTHUR BOULEVARD Site Code : 00000000 E-W Direction: VON KARMAN AVENUE Start Date : 2/27/2019 Page No : 1
(:rni inc Printari_ Ti irninn Mnvamante
MACARTHUR
MACARTHUR
VON
KARMAN
AVENUE
NEWPORT
PLACE
DRIVE
BOULEVARD
BOULEVARD
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru Left
u turns
Right
Thru
Left u turns
Right
Thru Left
u turns
Right
Thru
Left
u turns
Int. Total
07:00
22 78 10
1 3
15 21 0
55 93 4
0 4
8 3
1 318
07:15
18 84 5
2 1
19 18 0
104
131 3
1 3
8 3
0 400
07:30
21 80 9
0 7
18 31 0
123
134 9
2 8
14 2
1 459
07:45
39 96 12
1 3
21 43 0
145
194 7
2 3
16 1
0 583
Total
100
338 36
4 14
73 113 0
427
552 23
5 18
46 9
2 1760
08:00
28 101 11
1 2
26 41 0
166
211 11
1 12
17 4
0 632
08:15
34 96 10
1 4
21 42 0
180
194 12
0 7
18 0
0 619
08:30
19 107 7
1 9
32 44 0
169
182 12
0 5
22 9
0 618
08:45
42 111 18
2 5
17 38 0
170
220 10
0 8
15 3
1 660
Total
123
415 46
5 20
96 165 0
685
807 45
1 32
72 16
1 2529
16:30
16:45
19 16
212
168
19 14
3 3
13 23
14 20
115 0
147 0
39 56
171
165
10 8
0 0
39 46
40 39
16 25
4 1
714
731
Total
35 380
33 6
36 34
262 0
95 336
18 0
85 79
41 5
1445
17:00
12 241
19 3
24 32
137 0
67 203
11 1
70 60
36 2
918
17:15
6 189
12 2
23 25
174 0
57 203
8 1
58 33
29 3
823
17:30
13 249
6 2
20 19
159 0
71 222
9 0
43 22
12 1
848
17:45
16 229
9 3
22 13
142 0
78 166
7 0
23 26
15 0
749
Total
47 908
46 10
89 89
612 0
273
794
35 2
194
141
92 6
3338
18:00
3 195
13 3
18 10
136 0
61 176
5 1
34 22
11 1
689
18:15
5 140
5 3
14 14
100 0
54 146
1 0
24 18
7 0
531
Grand Total
313
2376
179
31 191
316
1388 0
1595
2811
127
9 387
378
176
15 10292
Apprch %
10.8 82
6.2 1.1
10.1 16.7
73.2 0
35.1 61.9
2.8 0.2
40.5 39.5
18.4 1.6
Total %
3 23.1
1.7 0.3
1.9 3.1
13.5 0
15.5 27.3
1.2 0.1
3.8 3.7
1.7 0.1
Apx - 26
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: VON KARMAN AVENUE
File Name
: H1901027
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
:2
MACARTHUR BOULEVARD
Southbound
VON KARMAN AVENUE
Westbound
MACARTHUR BOULEVARD
Northbound
NEWPORT PLACE DRIVE
Eastbound
Start Time
Right I Thru I Left I Uturns I App. TMal
Right I Thru I Left I Uturns I App.ToWl
I Right I Thru I Left I Uturns I App.T l
Right I Thru I Left Uturns A .To al
Peak Hour Analysis From 07:00 to 11:45 - Peak 1 of 1
Peak Hour for Entire Intersection Beqins at 08:00
Int. Total
08:00
28 101
11 1
141
2 26
41 0
69 166
211
11 1
389
12 17
4 0
33 632
08:15
34 96
10 1
141
4 21
42 0
67 180
194
12 0
386
7 18
0 0
25 619
08:30
19 107
7 1
134
9 32
44 0
85 169
182
12 0
363
5 22
9 0
36 618
08:45
42 111
18 2
173
5 17
38 0
60 170
220
10 0
400
8 15
3 1
27 660
Total Volume
123
415
46 5
589
20 96
165
0 281
685
807
45 1
1538
32 72
16 1
121
2529
App. Total
20.9 70.5
7.8 0.8
7.1 34.2
58.7 0
44.5 52.5
2.9 0.1
26.4 59.5
13.2 0.8
PHF
%2
.935
.639
.625
.851
.556
.750
.938
.000
.826
.951
.917
.938
.250
.961
.667
.818
.444
.250
.840
r .958
MACARTHUR BOULEVARD
Out In Total
843 589 1432
1231 4151 46 5
Right Thru , Left
r
1 � turns
Peak Hour Data
w��
1--m
-j
T
LA
T o
0 0
LU
�
North
G z
LU c �
a
Hour Begins at 08:00
0 5 D
0 INPeak
Turning Movements
t„
z
<
0 5 N
N
�_�
c
O m
Z.
LU
NC
O
00 pvm
T F1' U
Left Thru Ri ht turns
45 807 6851 1
612 E438 2150
Out In Total
MAQ
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: VON KARMAN AVENUE
File Name
: H1901027
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
:3
MACARTHUR BOULEVARD
VON KARMAN AVENUE
MACARTHUR BOULEVARD
NEWPORT PLACE DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
U turns
App. Total
Right
Thru
Left
uturns
App. Taw
Right
Thru
Left
Utums
App. TOWI
Right
Thru
Left
Uturns
App. To al
Peak Hour Analysis From 12:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
Inl. Total
17:00
12 241
19 3
275
24 32
137
0 193
67 203
11 1
282
70 60
36 2
168
918
17:15
6 189
12 2
209
23 25
174
0 222
57 203
8 1
269
58 33
29 3
123
823
17:30
13 249
6 2
270
20 19
159
0 198
71 222
9 0
302
43 22
12 1
78 848
17:45
16 229
9 3
257
22 13
142
0 177
78 166
7 0
251
23 26
15 0
64 749
Total Volume
47 908
46 10
1011
89 89
612
0 790
273
794
35 2
1104
194
141
92 6
433
3338
App. Total
4.6 89.8
4.5 1
11.3 11.3
77.5 0
24.7 71.9
3.2 0.2
44.8 32.6
21.2 1.4
PHF
.734
.912
.605
.833
.919
.927
.695
.879
.000
.890
.875
.894
.795
.500
.914
.693
.588
.639
.500
.644
.909
MACARTHUR BOULEVARD
Out In Total
975 1011 1986
471 9081 461 10
Right Thru Left
,
r
1 � turns
Peak Hour Data
o
° ��<
0 io
0OD
w
North
z
U CY)
J
~
C
C 7
o
Peak Hour Begins at 17:00
r0
m S D
p
rn 'Lrn—
Turning Movements
r
N
O z
<
a 3r;
Lu 01
c
m
�z
�o) Z.
w
z
p
3 c
� o
cn w rn
o—
U
Left Thru Ri ht turns
35 794 273 2
1714 1104 2818
Out In Total
Apx - 28
gwn6pa4atiaa Studie,5, Ic.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH File Name : h1901024
N-S Direction: MACARTHUR BOULEVARD Site Code : 00000000 E-W Direction: JAMBOREE ROAD Start Date : 2/27/2019
Page No : 1
(:rni inc Printari_ Ti irninn Mnvamante
MACARTHUR
MACARTHUR
JAMBOREE ROAD
JAMBOREE ROAD
BOULEVARD
BOULEVARD
Southbound
Westbound
Northbound
Eastbound
Start Time
Right Thru
Left
Right
Thru
Left
U turns
Right Thru
Left
Right
Thru 7
Left
U turns
Int. Total
07:00
34 51
9 24
132
60 0
46 66
20 23
205
49 0
719
07:15
24 77
17 36
170
84 0
62 142
20 24
229
76 0
961
07:30
34 69
11 37
204
81 0
95 152
19 28
227
86 0
1043
07:45
34 118
11 44
207
95 0
126 261
33 49
244
75 0
1297
Total
126 315
48 141
713
320
0 329 621
92 124
905
286
0 4020
08:00
40 95
14 43
163
84 0
166 217
44 43
295
122
0 1326
08:15
38 104
12 51
204
87 0
138 234
30 46
252
120
0 1316
08:30
38 104
25 58
182
66 0
132 227
62 49
206
91 0
1240
08:45
144 81
13 49
179
87 0
102 226
38 41
254
97 0
1311
Total
260 384
64 201
728
324
0 538 904
174
179
1007
430
0 5193
16:30
16:45
84 86
290
330
33 35
41 34
230
199
116 0
87 0
93 85
122
153
42 58
11 12
329
317
58 0
60 0
1449
1456
Total
170
620
68 75
429
203 0
178
275
100
23 646
118 0
2905
17:00
105
291
53 39
270
125 0
75 159
73 15
233
66 0
1504
17:15
113
426
25 61
264
140 0
81 176
61 14
192
60 0
1613
17:30
83 392
38 64
261
100 0
71 176
66 9
197
62 0
1519
17:45
92 306
34 64
267
135 0
76 146
41 10
204
72 0
1447
Total
393
1415
150
228
1062
500 0
303
657
241
48 826
260 0
6083
18:00
97 311
36 31
235
111 0
82 159
37 10
164
52 0
1325
18:15
78 223
44 25
279
121 0
72 120
52 9
211
59 0
1293
Grand Total
1124
3268
410
701
3446
1579 0
1502
2736
696
393
3759
1205 0
20819
Apprch %
23.4 68.1
8.5 12.2
60.2 27.6 0
30.4 55.5
14.1 7.3
70.2 22.5 0
Total %
5.4 15.7
2 3.4
16.6 7.6 0
7.2 13.1
3.3 1.9
18.1 5.8 0
Apx - 29
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: JAMBOREE ROAD
File Name
: h1901024
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
: 2
MACARTHUR
JAMBOREE ROAD
MACARTHUR
JAMBOREE ROAD
BOULEVARD
Westbound
BOULEVARD
Eastbound
Southbound
Northbound
Start Time
Right
Thru
Left App.Total
Right
Thru
Left
Utums
App.Total
Right
Thru
Left
App.Total
Right
Thru
Left
Uturns
App.Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
Int. Total
08:00
40 95
14 149
43 163
84 0
290
166
217
44 427
43 295
122
0 460
1326
08:15
38 104
12 154
51 204
87 0
342
138
234
30 402
46 252
120
0 418
1316
08:30
38 104
25 167
58 182
66 0
306
132
227
62 421
49 206
91 0
346
1240
08:45
144
81 13
238
49 179
87 0
315
102
226
38 366
41 254
97 0
392
1311
Total Volume
260
384
64 708
201
728
324
0 1253
538
904
174
1616
179
1007
430
0 1616
5193
% App. Total
PHF
1 .451
.923
.640
.744
.866
.892
.931
.000
.916
.810
.966
.702
.946
.913
.853
.881
.000
.878
.979
MACARTHUR BOULEVARD
Out In Total
1535 708 2243
260 384 64
Right Thru Le�
Peak Hour Data
ya tp
M +C�
7 J
A
�F—N
.�..�
DOL
2 O
North
co
K
co
a- (O
LLJO
c
L�
F
�i N
C
O
�
Peak Hour Begins at 08:00
cNn n m
O
co N
V
n 'ram
tr +
Turning Movements
r
A
w
O
5 ' 0
O
N O
7 E
.�
c
w C O
O) N
N —
4 T F+
Left Thru Ri ht
174 904 538
887 1616 2503
Out In TotalFVARQ
MACARTHUR Rntjl
Apx - 30
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: JAMBOREE ROAD
File Name
: h1901024
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
: 3
MACARTHUR
JAMBOREE ROAD
MACARTHUR
JAMBOREE ROAD
BOULEVARD
Westbound
BOULEVARD
Eastbound
Southbound
Northbound
Start Time
Right
Thru
Left
App. Total
Right
Thru
Left
u tums
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
U turns
App. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for
Entire Intersection Begins at 16:45
16:45
86 330 35 451
34 199
87 0
320
85 153
58 296
12 317
60 0
389
1456
17:00
105 291 53 449
39 270
125
0 434
75 159
73 307
15 233
66 0
314
1504
17:15
113 426 25 564
61 264
140
0 465
81 176
61 318
14 192
60 0
266
1613
17:30
83 392 38 513
64 261
100
0 425
71 176
66 313
9 197
62 0
268
1519
Total Volume
387 1439 151 1977
198
994
452
0 1644
312
664
258
1234
50 939
248
0 1237
6092
-6 W N NJ
Q F N J
O)
M 2
tY h O) L�
WLU
C N
0 L L
O
m �
'0m o u
7 E
Y
v1ACARTHUR BOULEVARC
Out In
1 110 1977
Total
3087
387 1439
151
Right Thru
Le�
Peak Hour Data
North
Peak Hour Begins at 16:45
Turning Movements
+-1
T
F+
Left
Thru
Ri ht
258
664
312
L1234
3175
Out
In
Total
OACARTHUR
BOULEVARC
."0
Q
' ao not D
co
� ? O
?� m
r p IT
N C
w�o 0
E o
3 C ? N
V O
Apx - 31
J+eawpaatatian Studied, 9r.c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: BISON AVENUE
(;rniinc Printari- Turninn Mnvamantc
File Name
: H1803060
Site Code
: 00000000
Start Date
: 5/1/2018
Page No
: 1
MACARTHUR
BISON AVENUE
MACARTHUR
BISON
AVENUE
BOULEVARD
Westbound
BOULEVARD
Eastbound
Southbound
Northbound
Start Time
Right Thru
Left
Ri ht
Thru
Left
U-Turn
Ri ht Thru
Left
Ri ht
Thru
Left
Int. Total
07:00
46 503
4 12
40 112
1 30 311
18 33
29 23
1162
07:15
58 537
9 19
33 65
0 32 468
31 27
25 26
1330
07:30
62 587
9 21
52 105
1 35 542
78 42
56 59
1649
07:45
62 536
13 13
60 152
0 33 592
68 67
58 68
1722
Total
228 2163
35 65
185
434
2 130 1913
195
169
168
176
5863
08:00
46 593
12 20
64 100
1 35 600
54 46
59 44
1674
08:15
48 558
9 26
61 138
0 31 548
62 44
49 43
1617
08:30
50 607
4 22
49 93
1 32 542
58 41
40 42
1581
08:45
60 572
18 25
48 141
0 32 568
45 59
43 36
1647
Total
204 2330
43 93
222
472
2 130 2258
219
190
191
165
6519
*** BREAK ***
16:30
16:45
68 85
505
549
25 38
26 21
48 51
47 45
0 0
16 27
548
542
39 41
41 48
52 36
54 47
1469
1530
Total
153
1054
63 47
99 92
01 43
1090
80 89
88 101
2999
17:00
52 659
41 32
66 74
1 30
575
40 57
58 54
1739
17:15
75 580
37 29
50 62
3 32
570
35 51
62 47
1633
17:30
50 628
41 25
47 44
1 40
580
30 56
42 34
1618
17:45
49 583
38 23
52 71
1 38
590
37 41
48 53
1624
Total
226
2450
157
109
215
251
6 140
2315
142
205
210
188
6614
18:00
54 567
29 28
56 73
4 30
575
40 49
34 45
1584
18:15
42 567
41 19
53 50
1 32
540
48 31
45 46
1515
Grand Total
907
9131
368
361
830
1372
15 505
8691
724
733
736
721
25094
Apprch %
8.7 87.7
3.5 14
32.2 53.2
0.6 5.1
87.6 7.3
33.5 33.6
32.9 Total %
3.6 36.4
1.5 1.4
3.3 5.5
0.1 2
34.6 2.9
2.9 2.9
2.9 Apx - 32
gwnopadatian Studieo, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: BISON AVENUE
MACARTHUR BOULEVARD
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
BISON AVENUE I MACARTHUR BOULEVARD
File Name
: H1803060
Site Code
: 00000000
Start Date
: 5/1/2018
Page No
: 2
BISON AVENUE
07:30
62 587
9 ^ 658
21 52
105
1 179
35 78
07:45
62 536
13 611
13 60
152
0 225
33 592
68 693
67 58
68 193
1722
08:00
46 593
12 651
20 64
100
1 185
35 600
54 689
46 59
44 149
1674
08:15
48 558
9 615
26 61
138
0 225
31 548
62 641
44 49
43 136
1617
Total Volume
218
2274
43 2535
80 237
495
2 814
134
2282
262
2678
199
222
214
635
6662
% App. Total
8.6 89.7
1.7 9.8
29.1 60.8
0.2 5
85.2 9.8
31.3 35
33.7 PHF
.879
.959
.827
.963
.769
.926
.814
.500
.904
.957
.951
.840
.966
.743
.941
.787
.823
.967
MACARTHUR BOULEVARD
Out In Total
2576 2535 5111
218 2274 43
Right Thru Le, ft
Peak Hour Data
oM
A,
o
Lu
N J
North
�O
LU
N >
~2 W
Z
Q —
N r�
Peak Hour Begins:at07:3
V
oo 5D
Z
~
1 Turnin Movemen
m a
�x
a m(n
m ��
O r
C
c
�m
�
�o
7 N
W
+-1 T r
Left Thru Right
262 2282 134
2968 2678 5646
Out In Total
M11
Apx - 33
gwnopadatian Studieo, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: BISON AVENUE
File Name
: H1803060
Site Code
: 00000000
Start Date
: 5/1/2018
Page No
: 3
MACARTHUR BOULEVARD
Southbound
BISON AVENUE
Westbound
MACARTHUR BOULEVARD
Northbound
BISON AVENUE
Eastbound
Start Time
Right Thru I Left I App. Total
Right I Thru I Left u-Turn I App. Total
I Right I Thru I Left I App. Total
Right I Thru I Left App. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17•nn
Int. Total
17:00
52 659
41 752
32 66
74 1
173
30 575
40 57
58 54
169
1739
17:15
75 580
37 692
29 50
62 3
144
32 570
35 637
51 62
47 160
1633
17:30
50 628
41 719
25 47
44 1
117
40 17:45
49 583
38 670
23 52
71 1
147
38 590
37 665
41 48
53 142
1624
Total Volume
226
2450
157
2833
109
215
251
6 581
140
2315
142
2597
205
210
188
603
6614
% App. Total
8 86.5
5.5 18.8
37 43.2
1 5.4
89.1 5.5
34 34.8
31.2 PHF
.753
.929
.957
.942
.852
.814
.848
.500
.840
.875
.981
.888
.976
.899
.847
.870
.892r
.951
MACARTHUR BOULEVARD
Out In Total
2612 2833 F 5445
226 2450 157
Right Thru Left
Peak Hour Data
75 00
�:
00 A,
o°
Z
-i
North
V
Lu o
4-
z
Q c o
o
N r�
Peak Hour Begins at 17:00
3 G
U) M
o t
Turnin Movements
�N N
Z
z
-••
m '
p
i
m
ao w
02)
C
3 OD —
4- T F+
Left Thru Right
142 23151 140
2906 2597 5503
Out In Total
MACARTHUR QU,
Apx - 34
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: CAMPUS DRIVE
gwwpovatiou Studiea, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(Zrniinc Prinfarl_ Ti irninn Unvamanfc
File Name
: H1901029
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
: 1
JAMBOREE
ROAD
CAMPUS
DRIVE
JAMBOREE
ROAD
CAMPUS
DRIVE
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left U turns
Right
Thru
Left
u turns
Right
Thru I
Left u turns
Right
Thru
Left
u turns
Int. Total
07:00
25 336
67 0
9 19
20 0
18 161
15 2
8 27
8 0
715
07:15
26 360
32 1
22 38
46 0
11 212
15 1
5 36
10 0
815
07:30
35 477
33 0
18 38
67 0
33 246
15 2
6 44
18 0
1032
07:45
33 476
35 0
30 80
83 0
43 272
33 0
20 41
15 0
1161
Total
119
1649
167 1
79 175
216
0 105
891
78 5
39 148
51 0
3723
08:00
38 398
37 0
28 77
67 0
61 275
15 1
15 51
17 0
1080
08:15
28 462
45 0
25 50
92 0
53 277
31 5
5 49
13 0
1135
08:30
38 428
45 0
17 76
85 0
39 295
21 2
10 56
27 1
1140
08:45
34 431
45 0
27 93
73 0
37 290
22 0
8 48
15 1
1124
Total
138
1719
172 0
97 296
317
0 190
1137
89 8
38 204
72 2
4479
16:30
16:45
31 30
336
250
36 1
31 1
40 24
67 71
32 0
40 0
106
80 403
395
14 15
4 0
24 25
95 110
69 35
0 0
1258
1107
Total
61 586
67 21
64 138
72 0
186
798
29 4
49 205
104
01 2365
17:00
30 310
45 0
35 95
50 0
128
247
8 0
58 192
67 0
1265
17:15
47 366
57 0
43 84
55 0
110
240
24 0
51 116
38 1
1232
17:30
31 320
52 0
33 82
60 0
94 220
30 1
43 143
26 4
1139
17:45
35 347
29 0
41 73
36 1
150
434
9 1
40 135
39 0
1370
Total
143
1343
183 0
152
334
201 1
482
1141
71 2
192
586
170
5 5006
18:00
29 290
37 0
40 50
29 0
116
353
13 1
37 115
43 1
1154
18.15 34
257
31 0
42 79
38 0
84 330
9 0
21 92
36 2
1055
Grand Total
524
5844
657 3
474
1072
873 1
1163
4650
289
20 376
1350
476
10 17782
Apprch %
7.5 83.2
9.3 0
19.6 44.3
36.1 0
19 76
4.7 0.3
17 61
21.5 0.5
Total %
2.9 32.9
3.7 0
2.7 6
4.9 0
6.5 26.2
1.6 0.1
2.1 7.6
2.7 0.1
Apx - 35
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: CAMPUS DRIVE
File Name
: H1901029
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
: 2
JAMBOREE ROAD
Southbound
CAMPUS DRIVE
Westbound
JAMBOREE ROAD
Northbound
CAMPUS DRIVE
Eastbound
Start Time
Right I Thru I Left utuma App. TWal
Right I Thru I Left I uturna I App.ToWl
Right I Thru I Left I utums LAPP.TMl
Right I Thru I Left Uturns A .�o�i
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Beqins at 07:45
Int. Total
07:45
33 476
35 0
544
30 80
83 0
193
43 272
33 0
348
20 41
15 0
76 1161
08:00
38 398
37 0
473
28 77
67 0
172
61 275
15 1
352
15 51
17 0
83 1080
08:15
28 462
45 0
535
25 50
92 0
167
53 277
31 5
366
5 49
13 0
67 1135
08:30
38 428
45 0
511
17 76
85 0
178
39 295
21 2
357
10 56
27 1
94 1140
Total Volume
137
1764
162
0 2063
100
283
327
0 710
196
1119
100
8 1423
50 197
72 1
320
4516
App. Total
6.6 85.5
7.9 0
14.1 39.9
46.1 0
13.8 78.6
7 0.6
15.6 61.6
22.5 0.3
PHF
.901
.926
.900
.000
.948
.833
.884
.889
.000
.920
.803
.948
.758
.400
.972
.625
.879
.667
.250
.851
r 972
JAMBOREE ROAD
Out In Total
1291 2063 3354
1371 17641 162 0
Right Thru , Left
r
1 � turns
Peak Hour Data
��
o�
��
d
t�
O
ti
j
North
CNn
"' y
~
W
11 r+m
D
o
Peak Hour Begins at 07:45
Cl)C
5 v>
d
a o
'Lrn—,
Turning Movements
Lo
-4
<
U 5
0 c
E
m
�o
Cy
C
y O
Nw
U
Left Thru Ri ht turns
100 1119 196 8
2141 1423 3564
Out In Total
Apx - 36
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: CAMPUS DRIVE
File Name
: H1901029
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
: 3
JAMBOREE ROAD
CAMPUS DRIVE
JAMBOREE ROAD
CAMPUS DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
U turns
App. Total
Right
Thru
Left
Uturns
App. Taw
Right
Thru
Left
Utums
App. TOWI
Right
Thru
Left
Uturns
App. To al
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
Inl. Total
17:00
30 310
45 0
385
35 95
50 0
180
128
247
8 0
383
58 192
67 0
317
1265
17:15
47 366
57 0
470
43 84
55 0
182
110
240
24 0
374
51 116
38 1
206
1232
17:30
31 320
52 0
403
33 82
60 0
175
94 220
30 1
345
43 143
26 4
216
1139
17:45
35 347
29 0
411
41 73
36 1
151
150
434
9 1
594
40 135
39 0
214
1370
Total Volume
143
1343
183
0 1669
152
334
201
1 688
482
1141
71 2
1696
192
586
170
5 953
5006
App. Total
8.6 80.5
11 0
22.1 48.5
29.2 0.1
28.4 67.3
4.2 0.1
20.1 61.5
17.8 0.5
PHF
.761
.917
.803
.000
.888
.884
.879
.838
.250
.945
.803
.657
.592
.500
.714
.828
.763
.634
.313
.752
r 914
JAMBOREE ROAD
Out In Total
1463 1669 F31321
1431 13431 183 0
Right Thru Left
,
r
1 � turns
Peak Hour Data
�
o 'n
H
�
,
T N
O
C
j
to
North
j
y
Q
L
? W
�0
co —
_
Peak Hour Begins at 17:00
5 to
—i
CL
a
Turning Movements
'a
<
O0�
E
�o m
C
3 C
n
W 0)
U
Left Thru Ri ht turns
71 1141 482 2
1736 1696 3432
Out In Total
Apx - 37
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: N. BRISTOL STREET
gwwpovatiou Studiea, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(Zrni inc Prinfarl-Tnrninn Mnvamanfe
File Name
: H1901008
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 1
JAMBOREE ROAD
SR-73 WB ON RAMP
JAMBOREE ROAD
N. BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Right I
Thru Left
Right
Thru
Left
Ri ht
Thru
Left
Right
I Thru
Left
Int. Total
07:00
46 118 0
0 0
0 115
255
91 0
0 0
625
07:15
59 150 0
0 0
0 129
314
99 0
0 0
751
07:30
72 174 0
0 0
0 142
355
110
0 0
0 853
07:45
85 180 0
0 0
0 210
405
175
0 0
0 1055
Total
262
622 0
0 0
0 596
1329
475
0 0
0 3284
08:00
97 166 0
0 0
0 170
386
147
0 0
0 966
08:15
120
180 0
0 0
0 199
453
201
0 0
0 1153
08:30
103
179 0
0 0
0 177
388
191
0 0
0 1038
08:45
103
180 0
0 0
0 150
374
183
0 0
0 990
Total
423
705 0
0 0
0 696
1601
722
0 0
0 4147
16:30
16:45
171
177
172 0
207 0
0 0
0 0
0 0
165
207
377
411
167
191
0 0
0 0
0 0
1052
1193
Total
1 348
379 01
0 0
01 372
788
358
0 0 0
2245
17:00
213
234 0
0 0
0 209
325
189
0 0 0
1170
17:15
180
285 0
0 0
0 247
357
181
0 0 0
1250
17:30
161
278 0
0 0
0 226
254
131
0 0 0
1050
17:45
158
206 0
0 0
0 237
240
154
0 0 0
995
Total
712
1003 0
0 0
0 919
1176
655
0 0 0
4465
18:00
174
239 0
0 0
0 192
305
124
0 0 0
1034
18:15
133
209 0
0 0
0 189
272
126
0 0 0
929
Grand Total
2052
3157 0
0 0
0 2964
5471
2460
0 0 0
16104
Apprch %
39.4 60.6 0
0 0
0 27.2
50.2 22.6
0 0 0
Total %
12.7 19.6 0
0 0
0 18.4
34 15.3
0 0 0
Apx - 38
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: N. BRISTOL STREET
File Name
: H1901008
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 2
JAMBOREE ROAD
Southbound
SR-73 WB ON RAMP
Westbound
JAMBOREE ROAD
Northbound
N. BRISTOL STREET
Eastbound
Start Time
Ri ht Thru Left I App. Total
Right Thru I Left I App. Total
Right I Thru I Left I App. Total
Right I Thru I Left App. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Beqins at 07:45
Int. Total
07:45
85 180
0 265
0 0
0 0
210
405
175
790
0 0
0 0
1055
08:00
97 166
0 263
0 0
0 0
170
386
147
703
0 0
0 0
966
08:15
120
180
0 300
0 0
0 0
199
453
201
853
0 0
0 0
1153
08:30
103
179
0 282
0 0
0 0
177
388
191
756
0 0
0 0
1038
Total Volume
405
705
0 1110
0 0
0 0
756
1632
714
3102
0 0
0 0
4212
% App. Total
36.5 63.5
0 0
0 0
24.4 52.6
23 0
0 0
PHF
.844
.979
.000
.925
.000
.000
.000
.000
.900
.901
.888
.909
.000
.000
.000
.000
.913
JAMBOREE ROAD
Out In Total
1632 1110 2742
405 705 0
Right Thru Le, ft
Peak Hour Data
o� 0OL�) North
0 c o Peak Hour Begins at 07:45 �B o o' O
U z
a, t Turning Movements
Z0� � o �o v
CIl 91
Left Thru Right
714 1632 756
705 3102 3807
Out In Total
Apx - 39
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: N. BRISTOL STREET
File Name
: H1901008
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 3
JAMBOREE ROAD
SR-73 WB ON RAMP
JAMBOREE ROAD
N. BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Rig t
Thru
Left
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
App. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
Int. Total
16:30
171
172
0 343
0 0
0 0
165
377
167
709
0 0
0 0
1052
16:45
177
207
0 384
0 0
0 0
207
411
191
809
0 0
0 0
1193
17:00
213
234
0 447
0 0
0 0
209
325
189
723
0 0
0 0
1170
17:15
180
285
0 465
0 0
0 0
247
357
181
785
0 0
0 0
1250
Total Volume
741
898
0 1639
0 0
0 0
828
1470
728
3026
0 0
0 0
4665
% App. Total
45.2 54.8
0 0
0 0
27.4 48.6
24.1 0
0 0
PHF
.870
.788
.000
.881
.000
.000
.000
.000
.838
.894
.953
.935
.000
.000
.000
.000
t .933
JAMBOREE ROAD
Out In Total
1470 1639 3109
741 898 0
Right Thru Le, ft
Peak Hour Data
o� 0o
LU � �� A co
w North 3 o w
co
DO
p c �� Peak Hour Begins at 16:30 ~B o o O
U) z
a, o E Turnin Movements
m O 3
Z0 o
OD —
F+
Left Thru Right
728 1470 828
898 3026 3924
Out In Total
Apx - 40
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: S. BRISTOL STREET
gwwpovatiou Studiea, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(',rniine Prinfarl-Tnrninn Mnvamanfe
File Name
: h1901005
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 1
JAMBOREE ROAD
SR-73 EB ON RAMP
JAMBOREE ROAD
S. BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Right I
Thru Left
Right
Thru
Left
Ri ht
Thru Left
Right
I Thru
Left
Int. Total
07:00
0 114 0
0 0
0 1
284 0
279
61 177
916
07:15
0 146 0
0 0
0 3
289 0
346
71 249
1104
07:30
0 171 0
0 0
0 0
323 0
384
102
272
1252
07:45
0 180 0
0 0
0 1
487 0
358
119
295
1440
Total
0 611 0
0 0
0 5
1383 0
1367
353
993
4712
08:00
0 169 0
0 0
0 3
415 0
351
131
311
1380
08:15
0 190 0
0 0
0 8
460 0
359
115
323
1455
08:30
0 151 0
0 0
0 9
476 0
330
162
299
1427
08:45
0 192 0
0 0
0 11
432 0
365
132
290
1422
Total
0 702 0
0 0
0 31
1783 0
1405
540
1223
5684
16:30
16:45
0 0
185 0
180 0
0 0
0 0
0 0
16 19
485 0
525 0
256
278
175
201
207
267
1324
1470
Total
1 0
365 01
0 0
01 35
1010 0
534
376
4741
2794
17:00
0 247 0
0 0
0 20
435 0
267
211
279
1459
17:15
0 293 0
0 0
0 26
439 0
223
216
228
1425
17:30
0 244 0
0 0
0 11
421 0
261
232
187
1356
17:45
0 243 0
0 0
0 15
445 0
218
142
176
1239
Total
0 1027 0
0 0
0 72
1740 0
969
801
870
5479
18:00
0 233 0
0 0
0 14
421 0
254
192
193
1307
18:15
0 203 0
0 0
0 12
431 0
248
155
148
1197
Grand Total
0 3141 0
0 0
0 169
6768 0
4777
2417
3901
21173
Apprch %
0 100 0
0 0
0 2.4
97.6 0
43.1 21.8
35.2 Total %
0 14.8 0
0 0
0 0.8
32 0
22.6 11.4
18.4 Apx-41
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: S. BRISTOL STREET
File Name
: h1901005
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 2
JAMBOREE ROAD
Southbound
SR-73 EB ON RAMP
Westbound
JAMBOREE ROAD
Northbound
S. BRISTOL STREET
Eastbound
Start Time
Ri ht Thru Left I App. Total
Right Thru I Left I App. Total
Right I Thru I Left I App. Total
Right I Thru I Left App. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Beqins at 07:45
Int. Total
07:45
0 180
0 180
0 0
0 0
1 487
0 488
358
119
295
772
1440
08:00
0 169
0 169
0 0
0 0
3 415
0 418
351
131
311
793
1380
08:15
0 190
0 190
0 0
0 0
8 460
0 468
359
115
323
797
1455
08:30
0 151
0 151
0 0
0 0
9 476
0 485
330
162
299
791
1427
Total Volume
0 690
0 690
0 0
0 0
21 1838
0 1859
1398
527
1228
3153
5702
% App. Total
0 100
0 1 0
0 0
1.1 98.9
0 1 44.3
16.7 38.9
PHF
.000
.908
.000
.908
.000
.000
.000
.000
.583
.944
.000
.952
.974
.813
.950
.989
.980
JAMBOREE ROAD
Out In Total
3066 690 3756
0 690 0
Right Thru Le, ft
Peak Hour Data
75LO
o �
W HM 04 A^ 1
LLl N J North S W v
d O W
m
M
0 c t� Peak Hour Begins at 07:45 �� 3 p
o o z
m r
O a) L Turning Movements
v50 �� � o o -0A 91
OD —
4-1 T
Left Thru Right
0 1838 21
2088 1859 3947
Out In Total
Apx - 42
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: S. BRISTOL STREET
File Name
: h1901005
Site Code
: 00000000
Start Date
: 1/23/2019
Page No
: 3
JAMBOREE ROAD
SR-73 EB ON RAMP
JAMBOREE ROAD
S. BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Rig t
Thru
Left
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
App. Total
Right
Thru
Left
App. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
Int. Total
16:45
0 180
0 180
0 0
0 0
19 525
0 544
278
201
267
746
1470
17:00
0 247
0 247
0 0
0 0
20 435
0 455
267
211
279
757
1459
17:15
0 293
0 293
0 0
0 0
26 439
0 465
223
216
228
667
1425
17:30
0 244
0 244
0 0
0 0
11 421
0 432
261
232
187
680
1356
Total Volume
0 964
0 964
0 0
0 0
76 1820
0 1896
1029
860
961
2850
5710
% App. Total
0 100
0 0
0 0
4 96
0 36.1
30.2 33.7
PHF
.000
.823
.000
.823
.000
.000
.000
.000
.731
.867
.000
.871
.925
.927
.861
.941
t .971
JAMBOREE ROAD
Out In Total
2781 964 F 3-745-1
0 964 0
Right Thru Le, ft
Peak Hour Data
OW
w °' North °'
of
0 m
p c N t� Peak Hour Begins at 16:45 �� S p
H ~ C O O Z
��
� o w t Turning Movements �
Q0 O ,"1-� O �(D
vi O y O �m
W 91
O —
F+
Left Thru Right
0 1820 76
1993 1896 3889
Out In Total
Apx - 43
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: EASTBLUFF DRIVE
.Jaawpovatian Studiea, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(Zrniine Prinfarl_ Ti rninn Mnvamanfe
File Name
: H1901022
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
: 1
JAMBOREE
ROAD
UNIVERSITY
DRIVE
JAMBOREE
ROAD
EASTBLUFF DRIVE
Souhbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left u turns
Right
Thru
Left u turns
Ri ht
Thru
Left u turns
Ri ht I
Thru I
Left
Int. Total
07:00
52 332
10 0
21 13
31 0
25 188
0 0
3 14
60 749
07:15
89 342
17 0
29 27
35 0
25 231
4 1
4 17
62 883
07:30
135
401
21 1
38 61
35 0
61 257
30 0
7 25
102
1174
07:45
97 397
26 0
38 46
52 0
63 298
33 2
24 34
130
1240
Total
373
1472
74 1
126
147
153 0
174
974
67 3
38 90
354
4046
08:00
92 345
23 1
44 20
64 0
43 345
7 4
7 29
113
1137
08:15
76 365
23 0
50 20
70 2
52 331
10 1
6 15
85 1106
08:30
59 416
29 1
34 22
47 0
36 318
2 0
5 37
99 1105
08:45
67 422
35 1
44 10
59 0
34 307
1 2
3 20
91 1096
Total
294
1548
110 3
172
72 240 2
165
1301
20 7
21 101
388
4444
16:30
16:45
75 122
262
372
22 34
0 0
28 37
21 30
36 54
0 0
63 48
309
385
8 10
1 3
2 5
23 18
56 48
906
1166
Total
197
634
56 01
65 51
90 01
111
694
18 4
7 41
104
2072
17:00
83 319
36 0
35 28
59 1
53 355
12 6
4 22
68 1081
17:15
132
443
43 0
27 27
55 1
58 386
5 1
5 22
51 1256
17:30
86 351
28 1
37 26
68 0
48 372
7 2
7 28
48 1109
17:45
86 402
53 1
33 18
62 0
45 338
6 1
2 25
58 1130
Total
387
1515
160
2 132
99 244
2 204
1451
30 10
18 97
225
4576
18:00
97 349
45 1
42 20
60 1
48 314
7 0
6 22
54 1066
18:15
75 319
45 3
37 20
54 0
53 311
7 3
0 19
46 992
Grand Total
1423
5837
490
10 574
409
841
5 755
5045
149
27 90
370
1171
17196
Apprch %
18.3 75.2
6.3 0.1
31.4 22.4
46 0.3
12.6 84.4
2.5 0.5
5.5 22.7
71.8 Total %
8.3 33.9
2.8 0.1
3.3 2.4
4.9 0
4.4 29.3
0.9 0.2
0.5 2.2
6.8 Apx - 44
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
File Name
: H1901022
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
:2
JAMBOREE ROAD
Southbound
UNIVERSITY DRIVE
Westbound
JAMBOREE ROAD
Northbound
EASTBLUFF DRIVE
Eastbound
Start Time
Right Thru I Left I Utama I All. Tt.1
Right I Thru Left I Utums I App. Total
Right I Thru Left I Utums I App. Total
Right I Thru Left .Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
Int. Total
07:30
135
401
21 1
558
38 61
35 0
134
61 257
30 0
348
7 25
102
134
1174
07:45
97 397
26 0
520
38 46
52 0
136
63 298
33 2
396
24 34
130
188
1240
08:00
92 345
23 1
461
44 20
64 0
128
43 345
7 4
399
7 29
113
149
1137
08:15
76 365
23 0
464
50 20
70 2
142
52 331
10 1
394
6 15
85 106
1106
Total Volume
400
1508
93 2
2003
170
147
221
2 540
219
1231
80 7
1537
44 103
430
577
4657
% ADD. Total
1 20
75.3 4.6
0.1 1 31.5
27.2 40.9
0.4 14.2
80.1 5.2
0.5 7.6
17.9 74.5
PHF
.741
.940
.894
.500
.897
.850
.602
.789
.250
.951
.869
.892
.606
.438
.963
.458
.757
.827
.767
r .939
JAMBOREE ROAD
Out In Total
1831 2003 3834
4001 15081 93 2
Right Thru Left
,
r
1 � turns
Peak Hour Data
o�
N
WHO
A,
^o
cc+m�
t
North
Z
o r
n
M
— +
c A
m
x
LL
t�
~
Peak Hour Begins at 07:30
V
a 3
o
r
t
Turning Movements
(D
Lu 3�
G
W
c
�1
w m
U
Left Thru Ri ht turns
80 1231 2191 7
1773 1537 3310
Out In Total
Apx - 45
gwwpadactian Studied, &c.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
File Name
: H1901022
Site Code
: 00000000
Start Date
: 2/27/2019
Page No
: 3
JAMBOREE ROAD
Southbound
UNIVERSITY DRIVE
Westbound
JAMBOREE ROAD
Northbound
EASTBLUFF DRIVE
Eastbound
Start Time
Right Thru I Left I Utama All. Tt.1
Right Thru Left I Utums I App. Total
Right I Thru Left I utuma I App. Total
Right I Thru Left .Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Beqins at 16:45
Int. Total
16:45
122
372
34 0
528
37 30
54 0
121
48 385
10 3
446
5 18
48 71
1166
17:00
83 319
36 0
438
35 28
59 1
123
53 355
12 6
426
4 22
68 94
1081
17:15
132
443
43 0
618
27 27
55 1
110
58 386
5 1
450
5 22
51 78
1256
17:30
86 351
28 1
466
37 26
68 0
131
48 372
7 2
429
7 28
48 83
1109
Total Volume
423
1485
141
1 2050
136
111
236
2 485
207
1498
34 12
1751
21 90
215
326
4612
% App. Total
20.6 72.4
6.9 0
28 22.9
48.7 0.4
11.8 85.6
1.9 0.7
6.4 27.6
66 PHF
.801
.838
.820
.250
.829
.919
.925
.868
.500
.926
.892
.970
.708
.500
.973
.750
.804
.790
.867
r .918
JAMBOREE ROAD
Out In Total
1849 2050 F 3899
4231 14851 141 1
Right Thru Left
,
r
1 � turns
Peak Hour Data
I
w�
L0�WIZ
_
A�
O
w
North
°D <
ZZ
m
N
LL c M
O
r�
Peak Hour Begins at 16:45
c '
0,
N t
Turning Movements
&
A
+
w0
3 c
N N
ncOiw_m
W
T r U
Left Thru Ri ht turns
34 1498 207 12
1742 7175134937
Out In Total
Apx - 46
APPENDIX C
LEVEL OF SERVICE WORKSHEETS
Apx - 47
CITY OF NEWPORT BEACH
REGIONAL TRAFFIC ANNUAL GROWTH RATE
COAST HIGHWAY
East city limit to MacArthur Boulevard 1%
MacArthur Boulevard to Jamboree Road 1%
Jamboree Road to Newport Boulevard 1%
Newport Boulevard to west city limit 1%
IRVINE AVENUE
All 1%
JAMBOREE ROAD
Coast Highway to San Joaquin Hills Road 1%
San Joaquin Hills Road to Bison Avenue 1%
Bison Ave to Bristol Street 1%
Bristol Street to Campus Drive 1%
MACARTHUR BOULEVARD
Coast Highway to San Joaquin Hills Road 1%
San Joaquin Hills Road to north city limit 1%
NEWPORT BOULEVARD
Coast Highway to north city limit
1%
Street segments not listed are assumed to have 0% regional growth.
Apx - 48
EXISTING
Apx - 49
Default Scenario Thu Nov 11, 2021 18:38:57 Page 4-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.540
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:
Base Vol: 482 1605 0 0 275 240 0 0 0 208 1077 238
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 482 1605 0 0 275 240 0 0 0 208 1077 238
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 482 1605 0 0 275 240 0 0 0 208 1077 238
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 482 1605 0 0 275 240 0 0 0 208 1077 238
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 482 1605 0 0 275 240 0 0 0 208 1077 238
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.28 0.72 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5242 1158 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.15 0.33 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.13 0.21 0.21 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 50
Default Scenario Thu Nov 11, 2021 18:38:57 Page 5-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.673
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:
Base Vol: 0 1103 282 96 378 0 980 1818 464 0 0 0
Growth Adj: 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1125 288 96 378 0 980 1818 464 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1125 288 96 378 0 980 1818 464 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1125 288 96 378 0 980 1818 464 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1125 288 96 378 0 980 1818 464 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.40 2.60 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2242 4158 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.00 0.18 0.18 0.06 0.08 0.00 0.44 0.44 0.15 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 51
Default Scenario Thu Nov 11, 2021 18:38:57 Page 6-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.643
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:
Base Vol: 96 1051 0 0 103 98 0 0 0 387 1306 203
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 96 1051 0 0 103 98 0 0 0 387 1306 203
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 96 1051 0 0 103 98 0 0 0 387 1306 203
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 96 1051 0 0 103 98 0 0 0 387 1306 203
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 96 1051 0 0 103 98 0 0 0 387 1306 203
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00 1.00 3.60 0.40 Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1600 5754 646 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.03 0.33 0.00 0.00 0.03 0.03 0.00 0.00 0.00 0.24 0.23 0.31 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 52
Default Scenario Thu Nov 11, 2021 18:38:57 Page 7-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.479
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:
Base Vol: 0 385 381 165 326 0 755 1213 209 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 385 381 165 326 0 755 1213 209 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 385 381 165 326 0 755 1213 209 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 385 381 165 326 0 755 1213 209 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 385 381 165 326 0 755 1213 209 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.01 1.99 2.00 2.00 0.00 1.53 3.03 0.44 0.00 0.00 0.00 Final Sat.: 0 3217 3183 3200 3200 0 2455 4839 705 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.00 0.12 0.12 0.05 0.10 0.00 0.31 0.25 0.30 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 53
Default Scenario Thu Nov 11, 2021 18:38:57 Page 8-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.479
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:
Base Vol: 54 575 74 318 853 207 460 759 71 39 164 71
Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 587 75 324 870 211 460 759 71 39 164 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 55 587 75 324 870 211 460 759 71 39 164 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 55 587 75 324 870 211 460 759 71 39 164 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 55 587 75 324 870 211 460 759 71 39 164 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.74 0.26 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4389 411 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.03 0.09 0.05 0.20 0.14 0.13 0.14 0.17 0.17 0.01 0.03 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 54
Default Scenario Thu Nov 11, 2021 18:38:57 Page 9-1
Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.363
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:
Base Vol: 33 619 79 82 664 164 84 319 64 27 116 55
Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 631 81 84 677 167 84 319 64 27 116 55
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 631 81 84 677 167 84 319 64 27 116 55
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 631 81 84 677 167 84 319 64 27 116 55
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 631 81 84 677 167 84 319 64 27 116 55
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.21 0.79 1.00 1.59 0.41 1.00 1.36 0.64 Final Sat.: 1600 4800 1600 1600 5132 1268 1600 2546 654 1600 2171 1029 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.02 0.13 0.05 0.05 0.13 0.13 0.05 0.13 0.10 0.02 0.05 0.05 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 55
Default Scenario Thu Nov 11, 2021 18:38:57 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.553
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:
Base Vol: 46 807 685 51 415 123 17 72 32 165 96 20
Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 823 699 52 423 125 17 72 32 165 96 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 823 699 52 423 125 17 72 32 165 96 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 47 823 699 52 423 125 17 72 32 165 96 20
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 47 823 699 52 423 125 17 72 32 165 96 20
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.38 0.62 2.00 0.83 0.17 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2215 985 3200 1324 276 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.03 0.17 0.44 0.03 0.09 0.08 0.01 0.03 0.03 0.05 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 56
Default Scenario Thu Nov 11, 2021 18:38:57 Page 11-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.586
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:
Base Vol: 174 904 538 64 384 260 430 1007 179 324 728 201 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 177 922 549 65 392 265 439 1027 183 330 743 205 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 177 922 549 65 392 0 439 1027 183 330 743 205 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 177 922 549 65 392 0 439 1027 183 330 743 205 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 177 922 549 65 392 0 439 1027 183 330 743 205 Ov1AdjVol: 439
---------------------------II---------------II---------------II---------------I Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.40 0.60 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5434 966 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:
Vol/Sat: 0.06 0.19 0.34 0.02 0.08 0.00 0.14 0.19 0.19 0.07 0.15 0.13 Ov1AdjV/S: 0.27
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 57
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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.675
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:
Base Vol: 262 2282 134 43 2274 218 214 222 199 497 237 80 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 270 2350 138 44 2342 225 214 222 199 497 237 80 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 270 2350 0 44 2342 225 214 222 0 497 237 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 270 2350 0 44 2342 225 214 222 0 497 237 80 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 270 2350 0 44 2342 225 214 222 0 497 237 80 Ov1AdjVol: 118 58
---------------------------II---------------II---------------II---------------I Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:
Vol/Sat: 0.08 0.37 0.00 0.01 0.37 0.14 0.07 0.07 0.00 0.16 0.07 0.05 Ov1AdjV/S: 0.07 0.04
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 58
Default Scenario Thu Nov 11, 2021 18:38:58 Page 13-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.602
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:
Base Vol: 108 1119 196 162 1764 137 73 197 50 327 283 100 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 1141 200 165 1799 140 73 197 50 327 283 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 110 1141 200 165 1799 140 73 197 0 327 283 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 110 1141 200 165 1799 140 73 197 0 327 283 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 110 1141 200 165 1799 140 73 197 0 327 283 100 Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.40 0.60 2.00 2.78 0.22 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5446 954 3200 4454 346 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.03 0.21 0.21 0.05 0.40 0.40 0.02 0.06 0.00 0.10 0.09 0.06 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 59
Default Scenario Thu Nov 11, 2021 18:38:58 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.369
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:
Base Vol: 714 1632 756 0 705 405 0 0 0 0 0 0
Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 728 1665 771 0 719 413 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 728 1665 0 0 719 413 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 728 1665 0 0 719 413 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 728 1665 0 0 719 413 0 0 0 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.18 1.82 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 5081 2919 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.23 0.35 0.00 0.00 0.14 0.14 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 60
Default Scenario Thu Nov 11, 2021 18:38:58 Page 15-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.674
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:
Base Vol: 0 1838 21 0 690 0 1228 527 1398 0 0 0
Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1875 21 0 704 0 1228 527 1398 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1875 21 0 704 0 1228 527 1398 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1875 21 0 704 0 1228 527 1398 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1875 21 0 704 0 1228 527 1398 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.94 0.06 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7910 90 0 6400 0 3200 1600 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.00 0.24 0.24 0.00 0.11 0.00 0.38 0.33 0.44 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 61
Default Scenario Thu Nov 11, 2021 18:38:58 Page 16-1
Picerne Residential (1300 Bristol Street North)
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.620
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:
Base Vol: 87 1231 219 95 1508 400 430 103 44 223 147 170 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 89 1256 223 97 1538 408 430 103 44 223 147 170 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 89 1256 223 97 1538 408 430 103 44 223 147 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 89 1256 223 97 1538 408 430 103 44 223 147 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 89 1256 223 97 1538 408 430 103 44 223 147 0 Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.61 0.39 1.00 1.81 1.19 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2582 618 1600 2893 1907 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.06 0.26 0.14 0.03 0.32 0.26 0.17 0.17 0.03 0.08 0.08 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 62
Default Scenario Thu Nov 11, 2021 18:50:03 Page 4-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.677
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:
Base Vol: 437 696 0 0 1012 1160 0 0 0 267 1803 ill
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 437 696 0 0 1012 1160 0 0 0 267 1803 ill
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 437 696 0 0 1012 1160 0 0 0 267 1803 ill
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 437 696 0 0 1012 1160 0 0 0 267 1803 ill
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 437 696 0 0 1012 1160 0 0 0 267 1803 ill
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.77 0.23 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6029 371 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.14 0.15 0.00 0.00 0.16 0.24 0.00 0.00 0.00 0.17 0.30 0.30 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 63
Default Scenario Thu Nov 11, 2021 18:50:03 Page 5-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.520
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:
Base Vol: 0 663 256 206 1064 0 460 1001 556 0 0 0
Growth Adj: 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 676 261 206 1064 0 460 1001 556 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 676 261 206 1064 0 460 1001 556 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 676 261 206 1064 0 460 1001 556 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 676 261 206 1064 0 460 1001 556 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.26 2.74 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2015 4385 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.00 0.11 0.16 0.13 0.22 0.00 0.23 0.23 0.17 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 64
Default Scenario Thu Nov 11, 2021 18:50:03 Page 6-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.549
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:
Base Vol: 142 358 0 0 443 661 0 0 0 458 1477 119
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 142 358 0 0 443 661 0 0 0 458 1477 119
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 142 358 0 0 443 661 0 0 0 458 1477 119
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 142 358 0 0 443 661 0 0 0 458 1477 119
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 142 358 0 0 443 661 0 0 0 458 1477 119
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.61 2.39 0.00 0.00 0.00 1.00 3.78 0.22 Final Sat.: 3200 3200 0 0 2568 3832 0 0 0 1600 6042 358 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.04 0.11 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.29 0.24 0.33 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 65
Default Scenario Thu Nov 11, 2021 18:50:03 Page 7-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.483
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:
Base Vol: 0 168 319 245 725 0 258 1117 112 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 168 319 245 725 0 258 1117 112 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 168 319 245 725 0 258 1117 112 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 168 319 245 725 0 258 1117 112 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 168 319 245 725 0 258 1117 112 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.73 0.27 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5963 437 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.00 0.05 0.10 0.08 0.23 0.00 0.16 0.19 0.26 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 66
Default Scenario Thu Nov 11, 2021 18:50:03 Page 8-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.811
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:
Base Vol: 202 1076 51 155 934 577 315 319 64 78 1038 209 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 206 1098 52 158 953 589 315 319 64 78 1038 209 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 206 1098 52 158 953 589 315 319 64 78 1038 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 206 1098 52 158 953 589 315 319 64 78 1038 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 206 1098 52 158 953 589 315 319 64 78 1038 0 Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.50 0.50 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3998 802 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.13 0.17 0.03 0.10 0.15 0.37 0.10 0.08 0.08 0.02 0.22 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 67
Default Scenario Thu Nov 11, 2021 18:50:03 Page 9-1
Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.591
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:
Base Vol: 119 857 31 48 858 165 304 277 42 109 500 210
Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 121 874 32 49 875 168 304 277 42 109 500 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 121 874 32 49 875 168 304 277 42 109 500 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 121 874 32 49 875 168 304 277 42 109 500 210 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 121 874 32 49 875 168 304 277 42 109 500 210 Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.35 0.65 1.47 1.33 0.20 1.00 1.41 0.59 Final Sat.: 1600 4800 1600 1600 5368 1032 2345 2132 323 1600 2254 946 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.08 0.18 0.02 0.03 0.16 0.16 0.13 0.13 0.13 0.07 0.22 0.22 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 68
Default Scenario Thu Nov 11, 2021 18:50:03 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.517
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:
Base Vol: 37 794 273 56 908 47 98 141 194 612 89 89
Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 38 810 278 57 926 48 98 141 194 612 89 89
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 38 810 278 57 926 48 98 141 194 612 89 89
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 38 810 278 57 926 48 98 141 194 612 89 89
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 38 810 278 57 926 48 98 141 194 612 89 89
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.50 0.50 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 800 800 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.02 0.17 0.17 0.04 0.19 0.03 0.06 0.09 0.12 0.19 0.11 0.11 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 69
Default Scenario Thu Nov 11, 2021 18:50:03 Page 11-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.678
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:
Base Vol: 258 664 312 151 1439 387 248 939 50 452 994 198 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 263 677 318 154 1468 395 253 958 51 461 1014 202 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 263 677 318 154 1468 0 253 958 51 461 1014 202 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 263 677 318 154 1468 0 253 958 51 461 1014 202 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 263 677 318 154 1468 0 253 958 51 461 1014 202 Ov1AdjVol: 165
---------------------------II---------------II---------------II---------------I Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.80 0.20 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6076 324 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:
Vol/Sat: 0.08 0.14 0.20 0.05 0.31 0.00 0.08 0.16 0.16 0.10 0.21 0.13 Ov1AdjV/S: 0.10
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 70
Default Scenario Thu Nov 11, 2021 18:50:03 Page 12-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.586
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:
Base Vol: 142 2315 140 157 2450 226 188 210 205 257 215 109 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 146 2384 144 162 2524 233 188 210 205 257 215 109 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 146 2384 0 162 2524 233 188 210 0 257 215 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 146 2384 0 162 2524 233 188 210 0 257 215 109 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 146 2384 0 162 2524 233 188 210 0 257 215 109 Ov1AdjVol: 139 28
---------------------------II---------------II---------------II---------------I Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:
Vol/Sat: 0.05 0.37 0.00 0.05 0.39 0.15 0.06 0.07 0.00 0.08 0.07 0.07 Ov1AdjV/S: 0.09 0.02
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 71
Default Scenario Thu Nov 11, 2021 18:50:03 Page 13-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.612
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:
Base Vol: 73 1141 482 183 1343 143 175 586 192 202 334 152 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 74 1164 492 187 1370 146 175 586 192 202 334 152 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 74 1164 492 187 1370 146 175 586 0 202 334 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 74 1164 492 187 1370 146 175 586 0 202 334 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 74 1164 492 187 1370 146 175 586 0 202 334 152 Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.71 0.29 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4338 462 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.02 0.24 0.31 0.06 0.32 0.32 0.05 0.18 0.00 0.06 0.10 0.10 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 72
Default Scenario Thu Nov 11, 2021 18:50:03 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.468
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:
Base Vol: 728 1470 828 0 898 741 0 0 0 0 0 0
Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 743 1499 845 0 916 756 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 743 1499 0 0 916 756 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 743 1499 0 0 916 756 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 743 1499 0 0 916 756 0 0 0 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.23 0.31 0.00 0.00 0.19 0.24 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 73
Default Scenario Thu Nov 11, 2021 18:50:03 Page 15-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.621
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:
Base Vol: 0 1820 76 0 964 0 961 860 1029 0 0 0
Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1856 78 0 983 0 961 860 1029 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1856 78 0 983 0 961 860 1029 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1856 78 0 983 0 961 860 1029 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1856 78 0 983 0 961 860 1029 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.80 0.20 0.00 4.00 0.00 1.58 1.42 2.00 0.00 0.00 0.00 Final Sat.: 0 7679 321 0 6400 0 2533 2267 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.00 0.24 0.24 0.00 0.15 0.00 0.38 0.38 0.32 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 74
Default Scenario Thu Nov 11, 2021 18:50:03 Page 16-1
Picerne Residential (1300 Bristol Street North)
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.533
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:
Base Vol: 46 1498 207 142 1485 423 215 90 21 238 111 136 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 1528 211 145 1515 431 215 90 21 238 111 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 47 1528 211 145 1515 431 215 90 21 238 111 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 47 1528 211 145 1515 431 215 90 21 238 111 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 47 1528 211 145 1515 431 215 90 21 238 111 0 Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.41 0.59 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2256 944 1600 3200 1600 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.03 0.32 0.13 0.05 0.32 0.27 0.10 0.10 0.01 0.07 0.07 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 75
TPO YEAR 2026 WITHOUT PROJECT
Apx - 76
Default Scenario Thu Nov 11, 2021 18:53:26 Page 4-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.558
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:
Base Vol: 482 1605 0 0 275 240 0 0 0 208 1077 238
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 482 1605 0 0 275 240 0 0 0 208 1077 238
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 7 0 0 7 0 0 0 0 18 104 0
Initial Fut: 482 1612 0 0 282 240 0 0 0 226 1181 238
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 482 1612 0 0 282 240 0 0 0 226 1181 238
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 482 1612 0 0 282 240 0 0 0 226 1181 238
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 482 1612 0 0 282 240 0 0 0 226 1181 238
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.33 0.67 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5327 1073 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.15 0.34 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.14 0.22 0.22 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 77
Default Scenario Thu Nov 11, 2021 18:53:26 Page 5-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.689
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:
Base Vol: 0 1103 282 96 378 0 980 1818 464 0 0 0
Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1180 302 96 378 0 980 1818 464 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 2 2 0 25 0 5 6 0 0 0 0
Initial Fut: 0 1182 304 96 403 0 985 1824 464 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1182 304 96 403 0 985 1824 464 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1182 304 96 403 0 985 1824 464 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1182 304 96 403 0 985 1824 464 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.40 2.60 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2244 4156 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.00 0.18 0.19 0.06 0.08 0.00 0.44 0.44 0.15 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 78
Default Scenario Thu Nov 11, 2021 18:53:26 Page 6-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.665
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:
Base Vol: 96 1051 0 0 103 98 0 0 0 387 1306 203
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 96 1051 0 0 103 98 0 0 0 387 1306 203
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 2 3 0 0 16 23 0 0 0 11 98 3
Initial Fut: 98 1054 0 0 119 121 0 0 0 398 1404 206
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 1054 0 0 119 121 0 0 0 398 1404 206
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 98 1054 0 0 119 121 0 0 0 398 1404 206
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 1054 0 0 119 121 0 0 0 398 1404 206
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.98 2.02 0.00 0.00 0.00 1.00 3.62 0.38 Final Sat.: 3200 3200 0 0 3173 3227 0 0 0 1600 5786 614 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.03 0.33 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.25 0.24 0.34 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 79
Default Scenario Thu Nov 11, 2021 18:53:26 Page 7-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.483
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:
Base Vol: 0 385 381 165 326 0 755 1213 209 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 385 381 165 326 0 755 1213 209 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 5 3 8 19 0 0 0 6 0 0 0
Initial Fut: 0 390 384 173 345 0 755 1213 215 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 390 384 173 345 0 755 1213 215 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 390 384 173 345 0 755 1213 215 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 390 384 173 345 0 755 1213 215 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.02 1.98 2.00 2.00 0.00 1.53 3.02 0.45 0.00 0.00 0.00 Final Sat.: 0 3225 3175 3200 3200 0 2455 4822 723 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.00 0.12 0.12 0.05 0.11 0.00 0.31 0.25 0.30 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 80
Default Scenario Thu Nov 11, 2021 18:53:26 Page 8-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.510
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:
Base Vol: 54 575 74 318 853 207 460 759 71 39 164 71
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 615 79 340 913 221 460 759 71 39 164 71 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 92 0 2 40 0 0 0 0 0 0 7
Initial Fut: 58 707 79 342 953 221 460 759 71 39 164 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 58 707 79 342 953 221 460 759 71 39 164 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 58 707 79 342 953 221 460 759 71 39 164 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 58 707 79 342 953 221 460 759 71 39 164 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.74 0.26 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4389 411 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.04 0.11 0.05 0.21 0.15 0.14 0.14 0.17 0.17 0.01 0.03 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 81
Default Scenario Thu Nov 11, 2021 18:53:26 Page 9-1
Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.407
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:
Base Vol: 33 619 79 82 664 164 84 319 64 27 116 55
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 662 85 88 710 175 84 319 64 27 116 55
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 27 0 12 31 3 28 11 0 0 17 50
Initial Fut: 35 689 85 100 741 178 112 330 64 27 133 105 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 35 689 85 100 741 178 112 330 64 27 133 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 35 689 85 100 741 178 112 330 64 27 133 105 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 689 85 100 741 178 112 330 64 27 133 105 Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.22 0.78 1.00 1.62 0.38 1.00 1.12 0.88 Final Sat.: 1600 4800 1600 1600 5158 1242 1600 2596 604 1600 1788 1412 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.02 0.14 0.05 0.06 0.14 0.14 0.07 0.13 0.11 0.02 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 82
Default Scenario Thu Nov 11, 2021 18:53:26 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.585
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:
Base Vol: 46 807 685 51 415 123 17 72 32 165 96 20
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 863 733 55 444 132 17 72 32 165 96 20
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 32 6 0 39 0 0 0 0 16 0 0
Initial Fut: 49 895 739 55 483 132 17 72 32 181 96 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 895 739 55 483 132 17 72 32 181 96 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 49 895 739 55 483 132 17 72 32 181 96 20
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 49 895 739 55 483 132 17 72 32 181 96 20
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.38 0.62 2.00 0.83 0.17 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2215 985 3200 1324 276 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.03 0.19 0.46 0.03 0.10 0.08 0.01 0.03 0.03 0.06 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 83
Default Scenario Thu Nov 11, 2021 18:53:26 Page 11-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.645
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:
Base Vol: 174 904 538 64 384 260 430 1007 179 324 728 201 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 186 967 576 68 411 278 460 1077 192 347 779 215 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 12 7 7 30 18 9 32 0 52 151 21
Initial Fut: 186 979 583 75 441 296 469 1109 192 399 930 236 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 979 583 75 441 0 469 1109 192 399 930 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 186 979 583 75 441 0 469 1109 192 399 930 236 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 979 583 75 441 0 469 1109 192 399 930 236 OvlAdjVol: 450
---------------------------II---------------II---------------II---------------I Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.41 0.59 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5458 942 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:
Vol/Sat: 0.06 0.20 0.36 0.02 0.09 0.00 0.15 0.20 0.20 0.08 0.19 0.15 OvlAdjV/S: 0.28
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 84
Default Scenario Thu Nov 11, 2021 18:53:26 Page 12-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.711
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:
Base Vol: 262 2282 134 43 2274 218 214 222 199 497 237 80 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 283 2465 145 46 2456 235 214 222 199 497 237 80 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 1 21 8 0 49 2 2 5 1 16 1 0
Initial Fut: 284 2486 153 46 2505 237 216 227 200 513 238 80 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 284 2486 0 46 2505 237 216 227 0 513 238 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 284 2486 0 46 2505 237 216 227 0 513 238 80 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 284 2486 0 46 2505 237 216 227 0 513 238 80 OvlAdjVol: 129 57
---------------------------II---------------II---------------II---------------I Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:
Vol/Sat: 0.09 0.39 0.00 0.01 0.39 0.15 0.07 0.07 0.00 0.16 0.07 0.05 OvlAdjV/S: 0.08 0.04
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 85
Default Scenario Thu Nov 11, 2021 18:53:26 Page 13-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.636
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:
Base Vol: 108 1119
Growth Adj: 1.07 1.07
Initial Bse: 116 1197
Added Vol: 0 0
PasserByVol: 18 116
Initial Fut: 134 1313
User Adj: 1.00 1.00
PHF Adj: 1.00 1.00
PHF Volume: 134 1313
Reduct Vol: 0 0
Reduced Vol: 134 1313
PCE Adj: 1.00 1.00
MLF Adj: 1.00 1.00
FinalVolume: 134 1313
196 162 1764 137 73 197 50 327 283 10C
1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00
210 173 1887 147 73 197 50 327 283 10C
0 0 0 0 0 0 0 0 0 C
10 0 27 1 2 0 4 2 0 C
220 173 1914 148 75 197 54 329 283 10C
1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
220 173 1914 148 75 197 0 329 283 10C
0 0 0 0 0 0 0 0 0 C
220 173 1914 148 75 197 0 329 283 10C
1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
220 173 1914 148 75 197 0 329 283 10C
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.43 0.57 2.00 2.79 0.21 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5483 917 3200 4456 344 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.04 0.24 0.24 0.05 0.43 0.43 0.02 0.06 0.00 0.10 0.09 0.06 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 86
Default Scenario Thu Nov 11, 2021 18:53:26 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.410
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:
Base Vol: 714 1632 756 0 705 405 0 0 0 0 0 0
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 764 1746 809 0 754 433 0 0 0 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 7 34 17 0 69 99 0 0 0 0 0 0
Initial Fut: 771 1780 826 0 823 532 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 771 1780 0 0 823 532 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 771 1780 0 0 823 532 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 771 1780 0 0 823 532 0 0 0 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.04 1.96 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4859 3141 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.24 0.37 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 87
Default Scenario Thu Nov 11, 2021 18:53:26 Page 15-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.699
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:
Base Vol: 0 1838 21 0 690 0 1228 527 1398 0 0 0
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1967 22 0 738 0 1228 527 1398 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 36 0 0 69 0 20 9 29 0 0 0
Initial Fut: 0 2003 22 0 807 0 1248 536 1427 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2003 22 0 807 0 1248 536 1427 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2003 22 0 807 0 1248 536 1427 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2003 22 0 807 0 1248 536 1427 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.94 0.06 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7911 89 0 6400 0 3200 1600 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.00 0.25 0.25 0.00 0.13 0.00 0.39 0.34 0.45 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 88
Default Scenario Thu Nov 11, 2021 18:53:26 Page 16-1
Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.658
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:
Base Vol: 87 1231 219 95 1508 400 430 103 44 223 147 170 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 1317 234 102 1614 428 430 103 44 223 147 170 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 42 4 0 96 0 0 0 0 0 0 0
Initial Fut: 93 1359 238 102 1710 428 430 103 44 223 147 170 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 93 1359 238 102 1710 428 430 103 44 223 147 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 93 1359 238 102 1710 428 430 103 44 223 147 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 93 1359 238 102 1710 428 430 103 44 223 147 0 Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.61 0.39 1.00 1.81 1.19 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2582 618 1600 2893 1907 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.06 0.28 0.15 0.03 0.36 0.27 0.17 0.17 0.03 0.08 0.08 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 89
Default Scenario Thu Nov 11, 2021 18:54:28 Page 4-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.686
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:
Base Vol: 437 696 0 0 1012 1160 0 0 0 267 1803 ill
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 437 696 0 0 1012 1160 0 0 0 267 1803 ill
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 14 0 0 4 0 0 0 0 7 55 0
Initial Fut: 437 710 0 0 1016 1160 0 0 0 274 1858 ill
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 437 710 0 0 1016 1160 0 0 0 274 1858 ill
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 437 710 0 0 1016 1160 0 0 0 274 1858 ill
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 437 710 0 0 1016 1160 0 0 0 274 1858 ill
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.77 0.23 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6039 361 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.14 0.15 0.00 0.00 0.16 0.24 0.00 0.00 0.00 0.17 0.31 0.31 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 90
Default Scenario Thu Nov 11, 2021 18:54:28 Page 5-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.542
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:
Base Vol: 0 663 256 206 1064 0 460 1001 556 0 0 0
Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 709 274 206 1064 0 460 1001 556 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 4 19 0 11 0 10 4 0 0 0 0
Initial Fut: 0 713 293 206 1075 0 470 1005 556 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 713 293 206 1075 0 470 1005 556 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 713 293 206 1075 0 470 1005 556 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 713 293 206 1075 0 470 1005 556 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.27 2.73 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2039 4361 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.00 0.11 0.18 0.13 0.22 0.00 0.23 0.23 0.17 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 91
Default Scenario Thu Nov 11, 2021 18:54:28 Page 6-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.566
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:
Base Vol: 142 358 0 0 443 661 0 0 0 458 1477 119
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 142 358 0 0 443 661 0 0 0 458 1477 119
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 8 11 0 0 8 10 0 0 0 6 49 4
Initial Fut: 150 369 0 0 451 671 0 0 0 464 1526 123
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 150 369 0 0 451 671 0 0 0 464 1526 123
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 150 369 0 0 451 671 0 0 0 464 1526 123
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 150 369 0 0 451 671 0 0 0 464 1526 123
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.61 2.39 0.00 0.00 0.00 1.00 3.78 0.22 Final Sat.: 3200 3200 0 0 2573 3827 0 0 0 1600 6042 358 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.05 0.12 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.29 0.25 0.34 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 92
Default Scenario Thu Nov 11, 2021 18:54:28 Page 7-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.490
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:
Base Vol: 0 168 319 245 725 0 258 1117 112 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 168 319 245 725 0 258 1117 112 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 19 18 3 10 0 0 18 4 0 0 0
Initial Fut: 0 187 337 248 735 0 258 1135 116 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 187 337 248 735 0 258 1135 116 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 187 337 248 735 0 258 1135 116 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 187 337 248 735 0 258 1135 116 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.72 0.28 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5955 445 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.00 0.06 0.11 0.08 0.23 0.00 0.16 0.19 0.26 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 93
Default Scenario Thu Nov 11, 2021 18:54:28 Page 8-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.836
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:
Base Vol: 202 1076 51 155 934 577 315 319 64 78 1038 209 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 1151 55 166 999 617 315 319 64 78 1038 209 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 61 0 8 78 0 0 0 0 0 0 4
Initial Fut: 216 1212 55 174 1077 617 315 319 64 78 1038 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 216 1212 55 174 1077 617 315 319 64 78 1038 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 216 1212 55 174 1077 617 315 319 64 78 1038 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 216 1212 55 174 1077 617 315 319 64 78 1038 0 Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.50 0.50 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3998 802 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.14 0.19 0.03 0.11 0.17 0.39 0.10 0.08 0.08 0.02 0.22 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 94
Default Scenario Thu Nov 11, 2021 18:54:28 Page 9-1
Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.628
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:
Base Vol: 119 857 31 48 858 165 304 277 42 109 500 210
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 917 33 51 918 177 304 277 42 109 500 210 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 30 0 52 40 2 14 15 0 0 14 27
Initial Fut: 127 947 33 103 958 179 318 292 42 109 514 237 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 127 947 33 103 958 179 318 292 42 109 514 237 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 947 33 103 958 179 318 292 42 109 514 237 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 127 947 33 103 958 179 318 292 42 109 514 237 Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.37 0.63 1.47 1.34 0.19 1.00 1.37 0.63 Final Sat.: 1600 4800 1600 1600 5395 1005 2340 2150 309 1600 2190 1010 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.08 0.20 0.02 0.06 0.18 0.18 0.14 0.14 0.14 0.07 0.23 0.23 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 95
Default Scenario Thu Nov 11, 2021 18:54:28 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.546
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:
Base Vol: 37 794 273 56 908 47 98 141 194 612 89 89
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 850 292 60 972 50 98 141 194 612 89 89
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 37 16 0 34 0 0 0 0 10 0 0
Initial Fut: 40 887 308 60 1006 50 98 141 194 622 89 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 887 308 60 1006 50 98 141 194 622 89 89
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 887 308 60 1006 50 98 141 194 622 89 89 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 887 308 60 1006 50 98 141 194 622 89 89 Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.50 0.50 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 800 800 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.02 0.18 0.19 0.04 0.21 0.03 0.06 0.09 0.12 0.19 0.11 0.11 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 96
Default Scenario Thu Nov 11, 2021 18:54:28 Page 11-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.733
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:
Base Vol: 258 664 312 151 1439 387 248 939 50 452 994 198 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 276 710 334 162 1540 414 265 1005 54 484 1064 212 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 27 54 24 12 12 14 164 0 23 71 13
Initial Fut: 276 737 388 186 1552 426 279 1169 54 507 1135 225 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 276 737 388 186 1552 0 279 1169 54 507 1135 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 276 737 388 186 1552 0 279 1169 54 507 1135 225 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 276 737 388 186 1552 0 279 1169 54 507 1135 225 OvlAdjVol: 219
---------------------------II---------------II---------------II---------------I Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.82 0.18 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6120 280 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:
Vol/Sat: 0.09 0.15 0.24 0.06 0.32 0.00 0.09 0.19 0.19 0.11 0.24 0.14 OvlAdjV/S: 0.14
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 97
Default Scenario Thu Nov 11, 2021 18:54:28 Page 12-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.616
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:
Base Vol: 142 2315 140 157 2450 226 188 210 205 257 215 109 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 153 2500 151 170 2646 244 188 210 205 257 215 109 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 4 64 18 0 29 11 5 3 2 6 4 0
Initial Fut: 157 2564 169 170 2675 255 193 213 207 263 219 109 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 157 2564 0 170 2675 255 193 213 0 263 219 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 157 2564 0 170 2675 255 193 213 0 263 219 109 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 157 2564 0 170 2675 255 193 213 0 263 219 109 OvlAdjVol: 159 24
---------------------------II---------------II---------------II---------------I Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:
Vol/Sat: 0.05 0.40 0.00 0.05 0.42 0.16 0.06 0.07 0.00 0.08 0.07 0.07 OvlAdjV/S: 0.10 0.02
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 98
Default Scenario Thu Nov 11, 2021 18:54:28 Page 13-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.636
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:
Base Vol: 73 1141 482 183 1343 143 175 586 192 202 334 152 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 1221 516 196 1437 153 175 586 192 202 334 152 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 10 56 5 0 117 2 1 0 20 10 0 0
Initial Fut: 88 1277 521 196 1554 155 176 586 212 212 334 152 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 88 1277 521 196 1554 155 176 586 0 212 334 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 88 1277 521 196 1554 155 176 586 0 212 334 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 88 1277 521 196 1554 155 176 586 0 212 334 152 Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.73 0.27 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4365 435 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.03 0.27 0.33 0.06 0.36 0.36 0.06 0.18 0.00 0.07 0.10 0.10 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 99
Default Scenario Thu Nov 11, 2021 18:54:28 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.508
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:
Base Vol: 728 1470 828 0 898 741 0 0 0 0 0 0
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 779 1573 886 0 961 793 0 0 0 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 6 177 30 0 32 49 0 0 0 0 0 0
Initial Fut: 785 1750 916 0 993 842 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 785 1750 0 0 993 842 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 785 1750 0 0 993 842 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 785 1750 0 0 993 842 0 0 0 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.25 0.36 0.00 0.00 0.21 0.26 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 100
Default Scenario Thu Nov 11, 2021 18:54:28 Page 15-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.668
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:
Base Vol: 0 1820 76 0 964 0 961 860 1029 0 0 0
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1947 81 0 1031 0 961 860 1029 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 90 0 0 30 0 109 7 36 0 0 0
Initial Fut: 0 2037 81 0 1061 0 1070 867 1065 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2037 81 0 1061 0 1070 867 1065 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2037 81 0 1061 0 1070 867 1065 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2037 81 0 1061 0 1070 867 1065 0 0 0
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.81 0.19 0.00 4.00 0.00 1.66 1.34 2.00 0.00 0.00 0.00 Final Sat.: 0 7693 307 0 6400 0 2652 2148 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:
Vol/Sat: 0.00 0.26 0.26 0.00 0.17 0.00 0.40 0.40 0.33 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 101
Default Scenario Thu Nov 11, 2021 18:54:28 Page 16-1
Picerne Residential (1300 Bristol Street North)
TPO 2026 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.577
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module: