Appendix I. Noise Impact Analysis.pdf — Moreno Valley City Council, February 17, 2026

group, inc.engineering
NOISE IMPACT STUDYBRADSHAW COLLECTION (TTM 37858)City of Moreno Valley, CA

SINGLE FAMILY RESIDENTIAL PROJECT

RK19745.1.doc
JN: 1742-2024-02

Bradshaw Collection (TTM 37858)

SINGLE FAMILY RESIDENTIAL PROJECT

NOISE IMPACT STUDY
Moreno Valley, California

Prepared for:

Mr. Roger Hobbs

RC HOBBS COMPANY
1428 East Chapman Avenue
Orange, CA 92866

Prepared by:

RK ENGINEERING GROUP, INC.
1401 Dove Street, Ste. 540
Newport Beach, CA 92660

Bryan Estrada, AICP, PTP
Becca Morrison

August 5, 2025

Table of Contents
Section Page

1.0 Introduction .......................................................................................................... 1-1

1.1 Purpose of Analysis and Study Objectives ............................................................ 1-1

1.2 Site Location ....................................................................................................... 1-1

1.3 Project Description .............................................................................................. 1-2

1.4 Summary of Findings .......................................................................................... 1-2

1.5 Recommended Project Design Features (DF) ........................................................ 1-3

2.0 Fundamentals of Noise ......................................................................................... 2-1

2.1 Sound, Noise, and Acoustics ............................................................................... 2-1

2.2 Frequency and Hertz ........................................................................................... 2-1

2.3 Sound Pressure Levels and Decibels ..................................................................... 2-1

2.4 Addition of Decibels ........................................................................................... 2-1

2.5 Human Response to Changes in Noise Levels ....................................................... 2-2

2.6 Noise Descriptors ................................................................................................ 2-2

2.7 Sound Propagation ............................................................................................. 2-4

2.8 Vibration Descriptors .......................................................................................... 2-6

2.9 Vibration Perception ........................................................................................... 2-6

2.10 Vibration Propagation ......................................................................................... 2-6

2.11 Construction-Related Vibration Level Prediction ................................................... 2-7

3.0 Regulatory Setting ................................................................................................ 3-1

3.1 State Regulations ................................................................................................ 3-1

3.2 City of Moreno Valley Noise Regulations ............................................................. 3-1

3.2.1 General Plan Noise Standards .................................................................. 3-1

3.2.2 Municipal Code Noise Standards ............................................................. 3-2

4.0 Study Method and Procedures ............................................................................. 4-1

4.1 Noise Measurement Procedures and Criteria ........................................................ 4-1

4.2 Stationary Noise Source Modeling ....................................................................... 4-1

Table of Contents
Section Page

4.3 Traffic Noise Modeling ........................................................................................ 4-2

4.4 Interior Noise Modeling ...................................................................................... 4-5

4.5 Construction Noise Modeling .............................................................................. 4-6

4.6 Construction Vibration Modeling ........................................................................ 4-6

5.0 Existing Noise Environment .................................................................................. 5-1

5.1 Noise Measurement Results ................................................................................ 5-1

6.0 Operational Noise Impacts ................................................................................... 6-1

6.1 Stationary Source Noise Impacts ......................................................................... 6-1

6.2 Traffic Noise Impacts .......................................................................................... 6-2

6.3 Noise/Land Use Compatibility .............................................................................. 6-4

6.3.1 Exterior Noise/Land Use Compatibility ...................................................... 6-4

6.3.2 Interior Noise/Land Use Compatibility ...................................................... 6-5

6.4 Airport Noise Compatibility ................................................................................. 6-7

6.5 Project Design Features ....................................................................................... 6-7

7.0 Construction Noise and Vibration Impacts .......................................................... 7-1

7.1 Typical Construction Noise Levels ........................................................................ 7-1

7.2 Construction Noise Impact Analysis ..................................................................... 7-2

7.3 Construction Vibration ........................................................................................ 7-3

List of Exhibits
Exhibits

Location Map ...................................................................................................................... A Site Plan .............................................................................................................................. B Noise Monitoring Locations ................................................................................................. C March Air Reserve Base / Inland Port Airport Compatibility Plan Map .................................... D

List of Tables
Tables

CEQA Noise Impact Criteria ................................................................................................. 1 Vibration Annoyance Potential Criteria ................................................................................ 2 Vibration Damage Potential Threshold Criteria ..................................................................... 3 Suggested “n” Values Based on Soil Classes ......................................................................... 4 City of Moreno Valley Noise/Land Use Compatibility Standards ............................................ 5 City of Moreno Valley Stationary Noise Standards - Residential ............................................. 6 Referenced Stationary Noise Levels ...................................................................................... 7 Roadway Parameters ........................................................................................................... 8 Vehicle Distribution (Truck Mix) ........................................................................................... 9 24-Hour Noise Measurement Results – L-1 .......................................................................... 10 24-Hour Noise Measurement Results – L-2 .......................................................................... 11 Stationary Noise Source Impacts .......................................................................................... 12 Roadway Noise Impacts – Existing Conditions ...................................................................... 13 Roadway Noise Impacts – Future Year (2040) Conditions ..................................................... 14 Exterior Noise/Land Use compatibility (dBA CNEL) ................................................................ 15 Future Interior Noise Levels (dBA CNEL) ............................................................................... 16 Typical Construction Noise Levels ......................................................................................... 17 Project Construction Noise Levels – at 192 Feet .................................................................... 18 Typical Construction Vibration Levels ................................................................................... 19 Construction Vibration Impact Analysis ................................................................................ 20

List of Appendices
Appendices

City of Moreno Valley General Plan Noise Element and Municipal Code Chapter

11.80 – Noise Regulation ........................................................................................ A Field Data and Photos ......................................................................................................... B Stationary Noise Calculation Worksheets ............................................................................. C

Roadway Noise Calculation Worksheets ............................................................................... D Exterior Noise/Land Use Compatibility Calculation Worksheets ............................................. E Construction Noise and Vibration Calculation Worksheets ................................................... F

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1.0 Introduction

1.1 Purpose of Analysis and Study Objectives
The purpose of this noise impact study is to evaluate the potential noise impacts from the proposed TTM 37858 Single Family Residential Projec t (hereinafter referred to as “project”) and provide recommendations, if necessary, to minimize any project noise impacts.

The assessment was conducted within the context of the California Environmental Quality Act (CEQA, California Public Resources Code Sections 21000, et seq.) and the standards and methodology follow the City of Moreno Valley Municipal Code and General Plan requirements.

The following is provided in this report:
• A description of the study area and the proposed project; • Information regarding the fundamentals of noise;
• Identification of the regulatory setting and applicable noise standards; • Establishment of the existing ambient noise environment at the project site; • Analysis of the project’s construction and operational noise impact to adjacent receptors;
• Analysis of the project’s noise/land use compatibility and preliminary interior noise levels; and
• Summary of recommended project design features to reduce noise level impacts.

1.2 Site Location
The proposed project is located at the northeast corner of Cactus Avenue and Bradshaw Circle, in the City of Moreno Valley. The 4.81-acre site is currently vacant.

The project site is bounded by residential land uses to the north, vacant land to the east, vacant land and Bradshaw Circle to the west, and Cactus Avenue to the south.

The nearest noise-sensitive receptors to the project site include the following:

Northern Receptors Existing residential land uses located along the northern boundary of the project site, approximately 663 feet north of the centerline of Cactus Avenue.

Eastern Receptors Existing residential land uses located approximately 661 feet (~202 meters) east of the project site’s eastern boundary, approximately 54 feet north of the centerline of Cactus Avenue.

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Southern Receptors Existing residential land uses located approximately 90 feet (~27 meters) south of the project site’s southern boundary, approximately 58 feet south of the centerline of Cactus Avenue.

Western Receptors Existing residential land uses located approximately 50 feet (~16 meters) west of the project site’s western boundary, approximately 44 feet north of the centerline of Cactus Avenue.

A project site location map, including sensitive receptor locations, is provided in Exhibit A.

1.3 Project Description
The proposed project consists of constructing thir ty-seven (37) single-family detached homes with a density of 7.90 dwelling units per acre. Access to the project is proposed via two (2) unsignalized driveways located along Bradshaw Circle.

The proposed project will include a six-to-eight- foot concrete masonry unit (CMU) wall along the northern, southern, eastern, and western boundaries of the project site.

Construction activities are expected to consist of site preparation, grading, building construction, paving, and architectural coating. No demolition is expected to be required during construction.

The project will require the export of approximat ely 8,000 cubic yards of earthwork material for grading purposes.

The site plan used for this analysis, provided by RC HOBBS COMPANY, INC., is illustrated in Exhibit B.

1.4 Summary of Findings
Table 1 provides a summary of the noise analysis results, per the CEQA impact criteria checklist.

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Table 1
CEQA Noise Impact Criteria
Noise Impact Criteria Potentially
Significant
Potentially
Significant
Unless
Mitigated
Less Than
Significant
Impact
No
Impact
Would the project result in?
a) Generation of a substantial temporary or permanent
increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable
standards of other agencies?
X
b) Generation of excessive groundborne vibration or
groundborne noise levels?
X
c) For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a
plan has not been adopted, within two miles of a
public airport or public use airport, would the project expose people residing or working in the project area
to excessive noise levels?
X

1.5 Recommended Project Design Features (DF)
The following recommended project design features include standard rules and requirements, best practices, and recognized design guidelines for re ducing noise levels. Project design features are typically included as part of the conditions of approval for the project but are not considered mitigation under CEQA.

Operational Design Features
DF-1 A minimum six-foot high CMU block wall will be constructed along the south and east property line of the site shielding residential homes from roadway noise along Cactus Avenue.

DF-2 The project should incorporate building construction techniques and insulation that is consistent with California Title 24 Building Standards to achieve the minimum interior noise standard of 45 dBA CNEL for all residential units.

DF-3 A “windows closed” condition and upgraded windows and sliding glass doors are expected to be required for all residential units facing Cactus Avenue in order to

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meet the interior noise standard. See Section 6.3.2, Table 16, for details regarding window STC requirements.

DF-4 For proper acoustical performance, all ex terior windows, doors, and sliding glass doors should have a positive seal and leaks/cracks must be kept to a minimum. Attic vents and opening should be oriented away from the adjacent roadways.

Construction Design Features
DF-5 The project shall comply with City of Moreno Valley Municipal Code requirements.

No construction will occur between the hours of 8:00 p.m. and 7:00 a.m. on weekdays, including Saturday, or at any time on Sunday or a national holiday.

DF-6 Provide public notifications and signage in readily visible locations along the perimeter of construction sites that indicate the dates and duration of construction activities, as well as provide a telephone number where neighbors can enquire about the construction process and register complaints to a designated construction noise disturbance coordinator.

DF-7 All construction equipment should be equipped with mufflers and other suitable noise attenuation devices (e.g., engine shields).

DF-8 Locate staging area, generators, and stati onary construction equipment as far from the adjacent residential homes as feasible.

DF-9 Construction-related equipment, including heavy-duty equipment, motor vehicles, and portable equipment, shall be turned off when not in use for more than 5 minutes.

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2.0 Fundamentals of Noise
This section of the report provides basic inform ation about noise and presents some of the terms used within the report.

2.1 Sound, Noise, and Acoustics
Sound is a disturbance created by a moving or vi brating source and is capable of being detected by the hearing organs. Sound may be thought of as mechanical energy of a moving object transmitted by pressure waves through a medium to a human ear. For traffic, or stationary noise, the medium of concern is air. Noise is defined as sound that is loud, unpleasant, unexpected, or unwanted.

2.2 Frequency and Hertz
A continuous sound is described by its frequency (pitch) and its amplitude (loudness). Frequency relates to the number of pressure oscillations per second. Low-frequency sounds are low in pitch (bass sounding) and high-frequency sounds are hi gh in pitch (squeak). These oscillations per second (cycles) are commonly referred to as Hertz (Hz). The human ear can hear from the bass pitch starting out at 20 Hz all the way to the high pitch of 20,000 Hz.

2.3 Sound Pressure Levels and Decibels
The amplitude of a sound determines its loudness. The loudness of sound increases or decreases, as the amplitude increases or decreases. Sound pr essure amplitude is measured in units of micro- Newton per square inch meter (N/m2), also called micro-Pascal ( μPa).One μPa is approximately one hundred billionths (0.00000000001) of normal atmospheric pressure. Sound pressure level (SPL or L
p) is used to describe in logarithmic units the ratio of actual sound pressures to a reference pressure squared. These units are called decibels and abbreviated dB.

2.4 Addition of Decibels
Because decibels are on a logarithmic scale, soun d pressure levels cannot be added or subtracted by simple plus or minus addition. When two (2) sounds of equal SPL are combined, they will produce an SPL 3 dB greater than the original sin gle SPL. In other words, sound energy must be doubled to produce a 3 dB increase. If two (2) sounds differ by approximately 10 dB the higher sound level is the predominant sound.

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2.5 Human Response to Changes in Noise Levels
In general, the healthy human ear is most sensitive to sounds between 1,000 Hz and 5,000 Hz, (A-weighted scale) and it perceives a sound within that range as being more intense than a sound with a higher or lower frequency with the same magnitude. For purposes of this report as well as with most environmental documents, the A-scale weighting is typically reported in terms of A- weighted decibel (dBA). Typically, the human ear can barely perceive the change in noise level of 3 dB. A change in 5 dB is readily perceptible, and a change in 10 dB is perceived as being twice or half as loud

1. As previously discussed, a doubling of sound energy results in a 3 dB increase in sound, which means that a doubling of sound en ergy (e.g. doubling the volume of traffic on a highway), would result in a barely perceptible change in sound level.

2.6 Noise Descriptors
Noise in our daily environment fluctuates over time . Some noise levels occur in regular patterns, others are random. Some noise levels are consta nt, while others are sporadic. Noise descriptors were created to describe the different time-varying noise levels. Following are the most commonly used noise descriptors along with brief definitions.

A-Weighted Sound Level
The sound pressure level in decibels as measur ed on a sound level meter using the A-weighted filter network. The A-weighting filter de-emphasizes the very low and very high frequency components of the sound in a manner similar to the response of the human ear. A numerical method of rating human judgment of loudness.

Ambient Noise Level
The composite of noise from all sources, near and far. In this context, the ambient noise level constitutes the normal or existing level of environmental noise at a given location.

Community Noise Equivalent Level (CNEL)
The average equivalent A-weighted sound level du ring a 24-hour day, obtained after addition of five (5) decibels to sound levels in the evening from 7:00 to 10:00 PM and after addition of ten (10) decibels to sound levels in the night before 7:00 AM and after 10:00 PM.

Decibel (dB)

1 Source: U.S. DOT Federal Highway Administration. Dec. 2011. Highway Traffic Noise: Analysis and Abatement Guidance.

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A unit for measuring the amplitude of a sound, equa l to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure, which is 20 micro- pascals.
dB(A)
A-weighted sound level (see definition above).

Equivalent Sound Level (LEQ)
The sound level corresponding to a steady noise level over a given sample period with the same amount of acoustic energy as the actual time vary ing noise level. The energy average noise level during the sample period.

Habitable Room
Any room meeting the requirements of the Uniform Building Code or other applicable regulations which is intended to be used for sleeping, livi ng, cooking or dining purposes, excluding such enclosed spaces as closets, pantries, bath or to ilet rooms, service rooms, connecting corridors, laundries, unfinished attics, foyers, storage spaces, cellars, utility rooms, and similar spaces.

L(n)
The A-weighted sound level exceeded during a certain percentage of the sample time. For example, L10 is the sound level exceeded 10 percent of the sample time. Similarly L50, L90 and L99, etc.

Noise
Any unwanted sound or sound which is undesirable because it interferes with speech and hearing, or is intense enough to damage hearing, or is otherwise annoying. The State Noise Control Act defines noise as "...excessive undesirable sound...".

Outdoor Living Area
Outdoor spaces that are associated with residential land uses typically used for passive recreational activities or other noise-sensitive uses. Such spaces include patio areas, barbecue areas, jacuzzi areas, etc. associated with residential uses; outd oor patient recovery or resting areas associated with hospitals, convalescent hospitals, or rest homes; outdoor areas associated with places of worship which have a significant role in services or other noise-sensitive activities; and outdoor school facilities routinely used for educationa l purposes which may be adversely impacted by noise. Outdoor areas usually not included in this definition are: front yard areas, driveways,

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greenbelts, maintenance areas and storage areas as sociated with residential land uses; exterior areas at hospitals that are not used for patient activities; outdoor areas associated with places of worship and principally used for short-term social gatherings; and, outdoor areas associated with school facilities that are not typically associated with educational uses prone to adverse noise impacts (for example, school play yard areas).

Percent Noise Levels
See L(n).

Sound Level (Noise Level)
The weighted sound pressure level obtained by use of a sound level meter having a standard frequency-filter for attenuating part of the sound spectrum.

Sound Level Meter
An instrument, including a microphone, an amplif ier, an output meter, and frequency weighting networks for the measurement and determination of noise and sound levels.

Single Event Noise Exposure Level (SENEL)
The dBA level which, if it lasted for one (1) second, would produce the same A-weighted sound energy as the actual event.

2.7 Sound Propagation
As sound propagates from a source it spreads geometrically. Sound from a small, localized source (i.e., a point source) radiates uniformly outward as it travels away from the source in a spherical pattern. The sound level attenuates at a rate of 6 dB per doubling of distance. The movement of vehicles down a roadway makes the source of the sound appear to propagate from a line (i.e., line source) rather than a point source. This line source results in the noise propagating from a roadway in a cylindrical spreading versus a spheri cal spreading that results from a point source.

The sound level attenuates for a line source at a rate of 3 dB per doubling of distance.

As noise propagates from the source, it is affe cted by the ground and atmosphere. Noise models use hard site (reflective surfaces) and soft site (absorptive surfaces) to help calculate predicted noise levels. Hard site conditions assume no excessive ground absorption between the noise source and the receiver. Soft site conditions such as grass, soft dirt or landscaping attenuate noise at an additional rate of 1.5 dB per doubling of distance. When added to the geometric spreading, the excess ground attenuation result s in an overall noise attenuation of 3 dB per doubling of distance for a line source and 6.0 dB per doubling of distance for a point source.

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Figure 1
Typical Sound Levels from Indoor and Outdoor Noise Sources2

2 Source: AASHSTO. 1993. Guide on Evaluation and Abatement of Traffic Noise

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2.8 Vibration Descriptors
Ground-borne vibrations consist of rapidly fluctu ating motions within the ground that have an average motion of zero. The effects of ground-borne vibrations typically only cause a nuisance to people, but at extreme vibration levels, damage to buildings may occur. Although ground-borne vibration can be felt outdoors, it is typically only an annoyance to people indoors where the associated effects of the shaking of a building ca n be notable. Ground-borne noise is an effect of ground-borne vibration that only exists indoors sinc e it is produced from noise radiated from the motion of the walls and floors of a room and may also consist of the rattling of windows or dishes on shelves.

Several different methods are used to quantify vibration amplitude.

PPV
Known as the peak particle velocity (PPV) which is the maximum instantaneous peak in vibration velocity, typically given in inches per second.

RMS
Known as the root mean squared (RMS) can be used to denote vibration amplitude.

VdB
A commonly used abbreviation to describe the vibration level (VdB) for a vibration source.

2.9 Vibration Perception
Typically, developed areas are continuously affected by vibration velocities of 50 VdB or lower.

These continuous vibrations are not noticeable to humans whose threshold of perception is around 65 VdB. Outdoor sources that may produce perceptible vibrations are usually caused by construction equipment, steel-wheeled trains, and traffic on rough roads, while smooth roads rarely produce perceptible ground-borne noise or vibration. To counter the effects of ground- borne vibration, the Federal Transit Administrati on (FTA) has published guidance relative to vibration impacts.

2.10 Vibration Propagation
There are three main types of vibration propagation: surface, compression, and shear waves.

Surface waves, or Rayleigh waves, travel along the ground’s surface. These waves carry most of their energy along an expanding circular wavefront, similar to ripples produced by throwing a rock into a pool of water. P-waves, or compression waves, are body waves that carry their energy along

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an expanding spherical wavefront. The particle motion in these waves is longitudinal (i.e., in a “push-pull” fashion). P-waves are analogous to airborne sound waves. S-waves, or shear waves, are also body waves that carry energy along an expanding spherical wavefront. However, unlike P- waves, the particle motion is transverse, or side -to-side and perpendicular to the direction of propagation.

As vibration waves propagate from a source, th e vibration energy decreases in a logarithmic nature and the vibration levels typically decrease by 6 VdB per doubling of the distance from the vibration source. As stated above, this drop-off rate can vary greatly depending on the soil but has been shown to be effective enough for screening pu rposes in order to identify potential vibration impacts that may need to be studied through actual field tests.

2.11 Construction-Related Vibration Level Prediction
3 Operational activities are separated into two different categories. The vibration can be transient or continuous in nature. Each category can result in varying degrees of ground vibration, depending on the equipment used on the site. Operation of equipment causes ground vibrations that spread through the ground and diminish in strength with distance. Buildings in the vicinity of the project area site respond to these vibrations with varyin g results ranging from no perceptible effects at the low levels to slight damage at the highest levels. The thresholds from Caltrans Transportation and Construction Vibration Guidance Manual, April 2020, in the table below provide general guidelines as to the maximum vibration limits for when vibration becomes potentially annoying.

3 Caltrans Transportation and Construction Vibration Guidance Manual, April 2020

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Table 2
Vibration Annoyance Potential Criteria
Human Response
PPV (in/sec)
Transient Sources Continuous/Frequent
Intermittent Sources
Barely perceptible 0.04 0.01
Distinctly perceptible 0.25 0.04
Strongly perceptible 0.90 0.10
Severe 2.00 0.40
Note: Transient sources create a single isolated vibration event, such as blasting or drop balls.

Continuous/frequent intermittent sources include impact pile drivers, pogo-stick compactors, crack-and-seat equipment, vibratory pile drivers, and vibratory compaction equipment.

The Caltrans Transportation and Construction Vi bration Guidance Manual, April 2020 provides general thresholds and guidelines as to the vibration damage potential from vibratory impacts.

The table below provides general vibration damage potential thresholds:

Table 3
Vibration Damage Potential Threshold Criteria
Structure and Condition
PPV (in/sec)
Transient Sources Continuous/Frequent
Intermittent Sources
Extremely fragile historic buildings ruin ancient
monuments 0.12 0.08
Fragile buildings 0.20 0.10
Historic and some old buildings 0.50 0.25
Older residential structures 0.50 0.30
New residential structures 1.00 0.50
Modern industrial/commercial buildings 2.00 0.50
Soil conditions have an impact on how vibrati on propagates through the ground. The Caltrans Transportation and Construction Vibration Guidan ce Manual, April 2020 provides suggested “n” values based on soil class. The table below outlines the manual’s suggested values and description.

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Table 4
Suggested “n” Values Based on Soil Classes
Soil Class Description of Soil Material Suggested Value of “n” I Weak or soft soils: loose soils, dry or partially saturated peat and muck, mud, loose beach sand, and dune sand. 1.4 II Most sands, sandy clays, silty clays, gravel, silts, and weathered rock. 1.3
III Hard soils: densely compacted sand, dry consolidated clay, consolidated glacial till, and some exposed rock. 1.1 IV Hard, component rock: bedrock, freshly exposed hard
rock. 1.0

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3.0 Regulatory Setting
The proposed project is located in the City of Moreno Valley, and the agencies responsible for regulating noise are discussed below.

3.1 State Regulations
The State of California has established noise insulation standards as outlined in Title 24 of the Building Standards Code which in some cases requir es acoustical analyses to outline exterior noise levels and to ensure interior noise levels do not exceed the interior threshold.

Noise insulation design standards for residential dwellings are established in the 2022 California Building Code, Title 24, Part 2, Volume 1, Section 1206 Sound Transmission. The City is required by the State Housing Law to adopt these Stat e codes as minimum performance standards. The City may enact stricter noise standards throughout the city or on a case-by-case basis if deemed necessary. In brief, the Title 24 noise standards require the following for allowable interior noise levels:

1. Interior noise levels due to exterior sources must not exceed a community noise equivalent level (CNEL) or a day-night level (LDN) of 45 dBA, in any habitable room.

2. Penetrations or openings in sound rated assemb lies must be treated to maintain required ratings.

3.2 City of Moreno Valley Noise Regulations
The proposed project is located in the City of Moreno Valley and is subject to the standards and regulations established by the City of Moreno Valley General Plan Noise Element and Municipal Code Chapter 11.80 – Noise Regulation, as discussed below.

A copy of the City of Moreno Valley General Pl an noise standards and Municipal Code Chapter

11.80 are provided in Appendix A.

3.2.1 General Plan Noise Standards
The City of Moreno Valley General Plan establishes planning criteria for determining a development’s noise/land use compatibility based on the community noise equivalent level (CNEL).

CNEL noise levels are typically used to evaluate mobile noise source impacts such as those from roadways.

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Table 5 shows the City of Moreno noise/land use compatibility standards for the land uses on and adjacent to the proposed project site, as prescribed in the General Plan. For the purposes of this analysis, the noise levels listed in Table 5 are used to evaluate the project’s noise/land use compatibility.

Table 5
City of Moreno Valley Noise/Land Use Compatibility Standards 1 Land Use Category
Community Noise Exposure
(dBA CNEL)2
Normally
Acceptable
Conditionally
Acceptable
Normally
Unacceptable
Clearly
Unacceptable
Residential – Low density single
family, duplex, mobile homes 65 and below 65 – 70 70 – 75 75 and above 1 Source: City of Moreno Valley General Plan Noise Element, Table N-1: Community Noise Compatibility Matrix. 2 Notes:

Normally Acceptable: Specified land use is satisfactory, based upon the assumption that any buildings involved are of normal conventional construction, without any special noise insulation requirements.

Conditionally Acceptable: New construction or development should be undertaken only after a detailed analysis of the noise reduction requirements is made and needed noise insulation features are included in the design. Conventional construction but with closed windows and fresh air supply systems or air conditioning will normally suffice.

Normally Unacceptable: New construction or development should be discouraged. If new construction or development does proceed, a detailed analysis of the noise reduction requirement must be made and needed noise insulation features included in the design.

Clearly Unacceptable: New construction or development should generally not be undertaken.

3.2.2 Municipal Code Noise Standards
Maximum Noise Level Standards
Table 6 shows the City of Moreno Valley maximum noi se level thresholds for residential land uses.

Per the City’s Municipal Code, no person shall mainta in, create, operate, or cause to be operated on private property any source of sound in such a manner as to create any nonimpulsive sound which exceeds the limits set forth for the source land use category when measured at a distance of 200 feet or more from the real property line of the source of the sound, if the sound occurs on privately owned property, or from the source of the sound, if the sound occurs on public right-of- way, public space, or other publicly owned property.

For the purposes of this analysis, the noise levels listed in Table 6 are used to evaluate the project’s consistency with established plans, policies, and programs for noise control within the City.

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Table 6
City of Moreno Valley Stationary Noise Standards - Residential1 Land Use
Noise Level Threshold
(dBA Lmax)
Daytime
(8:00 a.m. to 10:00 p.m.)
Nighttime
(10:00 p.m. to 8:00 a.m.)
Residential 60.0 55.0
1 Source: City of Moreno Valley Municipal Code Chapte r 11.80 – Noise Regulation, Table 11.80.030-2: Maximum Sound Levels (in dBA) for Source Land Uses.

Construction Noise Standards
The City of Moreno Valley places the following provisions on noise generated by construction activity within the City:
“No person shall operate or cause the oper ation of any tools or equipment used in construction, drilling, repair, alteration or demolition work between the hours of eight p.m. and seven a.m. the following day such that the sound there from creates a noise disturbance, except for emergency work by public service utilities or for other work approved by the city manager or designee. This section shall not apply to the use of power tools as provided in subsection (D)(9) of this section.”

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4.0 Study Method and Procedures
The following section describes the noise measur ement procedures and locations, noise modeling procedures, and assumptions used in this analysis.

4.1 Noise Measurement Procedures and Criteria
Noise measurements are taken to determine the existi ng noise levels. A noise receiver or receptor is any location in the noise analysis in which noise might produce an impact. The following criteria are used to select measurement locations and receptors:
• Locations expected to receive the highest noise impacts, such as the first row of houses; • Locations that are acoustically representative and equivalent to the area of concern; • Human land usage; and
• Sites clear of major obstruction and contamination.

RK conducted the sound level measurements in accordance with Caltrans technical noise specifications. All measurement equipment meets American National Standards Institute (ANSI) specifications for sound level meters (ANSI S1.4: Specification for Sound Level Meter, 1983) Piccolo-II Type 2 integrating-averaging level meters were used to conduct noise measurements at the project site and property boundaries.

The Leq, Lmin, Lmax, L2, L8, L25, and L50 statis tical data were recorded over the measurement time intervals and the information was utilized to define the noise characteristics for the project.

The following gives a brief description of the procedures for sound level measurements:
• Microphones for sound level meters were placed five (5) feet above the ground for long- term noise measurements;
• Sound level meters were calibrated before each measurement; • Following the calibration of equipment, a windscreen was placed over the microphone; • Frequency weighting was set on “A” and slow response; and • Temperature and sky conditions were observed and documented.

Appendix B includes photos, field sheets, and measured noise data.

4.2 Stationary Noise Source Modeling
Stationary noise generated by the project was mo deled using a computer program that replicates the FHWA Noise Prediction Model (FHWA-RD-77-108). The FHWA model arrives at a predicted noise level through a series of adjustments to th e reference energy noise level. For stationary

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sources, the following noise levels were applied to the model. The model outputs the projected noise level based on the following key parameters:
• Referenced noise level (i.e., how loud a source is at a specific distance); • Vertical and horizontal distances of sensitive receptor from the noise source; • Vertical and horizontal distances of noise barriers from the noise source and receptor; • Typical noise source spectra; and
• Topography.

Table 7 indicates the referenced noise levels used in this analysis.

Table 7
Referenced Stationary Noise Levels
Noise Source Distance from Source
(feet)
Noise Level
(dBA Lmax)
HVAC1 5 77.4
1 Noise level is representative of a single unit.

4.3 Traffic Noise Modeling
Traffic noise from vehicular traffic was projected using a version of the FHWA Traffic Noise Prediction Model (FHWA-RD-77-108). The FHWA model arrives at the predicted noise level through a series of adjustments to the key input parameters. The following outlines the key adjustments made to the computer model for the roadway inputs:
• Roadway classification – (e.g., freeway, major arterial, arterial, secondary, collector, etc.); • Roadway Active Width – (distance between the center of the outer most travel lanes on each side of the roadway);
• Average Daily Traffic (ADT) Volumes, Travel Speeds, Percentages of automobiles, medium trucks, and heavy trucks;
• Roadway grade and angle of view;
• Site Conditions (e.g., soft vs. hard); and
• Percentage of total ADT which flows each hour throughout a 24-hour period.

The following outlines key adjustments to the computer model for the project site parameter inputs:
• Vertical and horizontal distances (Sensitive receptor distance from noise source); • Noise barrier vertical and horizontal distances (N oise barrier distance from sound source and receptor);
• Traffic noise source spectra; and

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• Topography.

Table 8 shows the roadway parameters and traffic volume data utilized for this study. Existing Without Project and Future Year (2040) Without Project volumes are referenced from the City of Moreno Valley Final Environmental Impact Report for the MoVal 2040: Moreno Valley Comprehensive Plan Update, Housing Element Update, and Climate Action Plan (EIR), dated May 2021. Project-generated traffic volumes are referenced from the TTM 37858 Single-Family Residential Project Trip Generation and VMT Screening Analysis, City of Moreno Valley , prepared by RK in March 2024.

Segment Posted Speed
Distance from Centerline
to Nearest Residential
Receptor
(feet)
Project ADT Existing Without
Project ADT
Existing With
Project ADT
Future Year
(2040) Without
Project ADT
Future Year
(2040) With
Project ADT

1. Cactus Avenue Moreno Beach Drive to Redlands Boulevard 50 45 349 40,600 40,949 59,100 59,449 Roadway
Table 8
Roadway Parameters1
1 Existing Without Project ad Future Year (2040) Without Project Volumes are referenced from the City of Moreno Valley Final Environmental Impact Report for the MoVal 2040: Moreno Valley Comprhensive Plan Update, Housing Elemet Update, and Climate Action Plan (EIR), dated May 2021. Project-generated traffic volumes are referenced from the TTM 37858 Single Family Residential Project Trip Generation and VMT Screening Analysis, City of Moreno Valley, prepared by RK in March 2024.

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Table 9 shows the vehicle distribution and truck mix utilized for Cactus Avenue. Vehicle distribution percentages are referenced from the City of Moreno Valley Final Environmental Impact Report for the MoVal 2040: Moreno Valley Comp rehensive Plan Update, Housing Element Update, and Climate Action Plan (EIR), dated May 2021.

Table 9
Vehicle Distribution (Truck Mix)
Motor-Vehicle
Type
Daytime % Evening % Night % Total % of
(7 AM - 7 PM) (7 PM - 10 PM) (10 PM - 7 AM) Traffic Flow Automobiles 78.00 4.00 18.00 96.03
Medium Trucks 78.00 4.00 18.00 1.66
Heavy Trucks 78.00 4.00 18.00 2.31

4.4 Interior Noise Modeling
The interior noise level is the difference betw een the projected exterior noise level at the structure’s façade and the noise reduction provid ed by the structure itself. Typical building construction will provide a conservative 12 dBA noise level reduction with a “windows open” condition and a very conservative 20 dBA noise level reduction with “windows closed”. The interior noise level is estimated by subtracting the building shell design from the estimated exterior noise level.

The interior noise analysis is based on industry standards for building noise reduction established by the Federal Highway Administration (FHWA), the 2013 Caltrans Technical Noise Supplement to the Traffic Noise Analysis Protocol (TeNS), the Ca lifornia Office of Noise Control Catalog of STC and IIC Ratings for Wall and Floor/Ceiling Assemblies, and the California Building Standards Code, Title 24.

The TeNS manual shows that the noise reduction due to building exteriors with ordinary sash windows (windows closed) is at least 20 decibels. By providing upgraded STC rated windows, the project design is considered adequate to meet interior noise standards. The building’s exterior walls will be constructed per the latest building code insulation requirements and provide occupants with the most protection from exterior noise. Insulated exterior walls, designed per the latest California Building Standards, would provide a minimum of STC 35-40. Windows, on the other hand, are one of the acoustically weakes t parts of the structure. Therefore, for a conservative estimate of preliminary interior noise, the building’s noise reduction potential is limited to the STC of the windows.

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4.5 Construction Noise Modeling
The construction noise vibration assessment is based on the General Assessment methodology set forth by the FTA’s Transit Noise and Vibration Impact Assessment Manual, Section 7 – Noise and Vibration during Construction. This analysis utilizes SoundPLAN TM modeling software, together
with several key construction parameters, to estima te future construction noise levels during each phase of construction. Consistent with the FTA General Assessment methodology, the following assumptions have been utilized in the construction noise model:
• Noise emission level (L emission) – Determine the emission level at 50 feet according to noise from typical construction equipment.
• Usage factor (Adj Usage) – Assume a usage factor of one (1). This assumes a time period of one-hour with full power operation.
• Distance (D) – Assume that all equipment operates at the center of the project, or centerline for guideway or highway construction projects. • Ground effect (G) – G equals zero (0) assuming free-field conditions and ignoring ground effects.
• The Leq.equip is determined only for the two noisiest pieces of equipment expected to be used in each phase of construction. The equipment noise levels are summed for each phase of construction using decibel addition.

Noise levels were projected from the center of th e project site to the adjacent sensitive receptor property lines. Although some construction activity may occur closer to the adjacent receptors than the center of the project site, noise levels are based on an average distance from the center of the site per FTA General Assessment recommendations.

4.6 Construction Vibration Modeling
The construction vibration assessment is based on the methodology set forth within the Caltrans Transportation and Construction Induced Vibration Guidance Manual. The vibration impacts from bulldozers, heavy truck loading, vibratory rollers and compactors, and caisson drilling activity are analyzed. All vibratory activity is analyzed as a continuous and/or frequent event and is required to comply with the applicable guidance threshold criteria . It is expected that vibration levels will be highest during the paving phase. No impact pile driving is expected as part of this project.

Vibratory impacts were calculated from the nearest expected location of on-site construction to the nearest sensitive receptors and structures using the reference vibration levels, soil conditions, and the reference equation PPV= PPV ref (25/D)^n (in/sec) (from Caltrans Manual) where:

PPV = reference measurement at 25 feet from vibration source D = distance from equipment to property line

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n= vibration attenuation rate through ground (n=1.0 was utilized for this study)

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5.0 Existing Noise Environment
The existing noise environment for the project si te and surrounding areas has been established based on noise measurement data collected by RK. The project setting is residential, and the primary environmental noise impacting the project site is roadway noise from Cactus Avenue.

5.1 Noise Measurement Results
To determine the existing noise level environment, RK conducted two (2) 24-hour noise measurements at the project site and adjacent residential noise receptors.

Noise levels were measured on March 26, 2024, using Piccolo-II Type 2 integrating-averaging sound level meters. The information was utilized to establish the noise characteristics of the existing ambient environment.

The noise monitoring locations were selected based on the proximity and location of adjacent sensitive receptors. Exhibit C graphically illustrates the location of the noise measurements. • Noise Monitoring Location 1 (L-1) was taken at the western boundary of the project site, approximately 276 feet north of the centerline of Cactus Avenue. • Noise Monitoring Location 2 (L-2) was taken near the northeast corner of the project site, approximately 645 feet north of the centerline of Cactus Avenue.

Noise measurements were conducted at the above-selected locations to determine the existing ambient noise environment at the project site and nearby sensitive receptors. The primary sources of ambient noise during the measurement period consisted of roadway noise from adjacent streets, bird/nature sounds, and general residential activity.

Results of the long-term ambient noise measurements are shown in Tables 10 and 11. Appendix B includes photographs, field sheets, and measured noise data.

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Table 10
24-Hour Noise Measurement Results – L-11
Time Leq (dBA) Time Leq (dBA)
12:00 AM 43.8 12:00 PM 50.8
1:00 AM 43.3 1:00 PM 54.0
2:00 AM 42.1 2:00 PM 55.7
3:00 AM 45.8 3:00 PM 55.5
4:00 AM 48.4 4:00 PM 59.1
5:00 AM 51.6 5:00 PM 56.4
6:00 AM 54.3 6:00 PM 54.1
7:00 AM 56.4 7:00 PM 53.0
8:00 AM 51.6 8:00 PM 52.2
9:00 AM 53.5 9:00 PM 49.7
10:00 AM 50.6 10:00 PM 48.9
11:00 AM 51.1 11:00 PM 47.9
24-Hour CNEL 57.1
1 L-1 was measured on March 26, 2024.

Table 11
24-Hour Noise Measurement Results – L-21
Time Leq (dBA) Time Leq (dBA)
12:00 AM 44.9 12:00 PM 57.7
1:00 AM 38.3 1:00 PM 50.6
2:00 AM 39.2 2:00 PM 55.6
3:00 AM 41.6 3:00 PM 50.0
4:00 AM 43.5 4:00 PM 53.5
5:00 AM 44.5 5:00 PM 53.0
6:00 AM 48.0 6:00 PM 51.1
7:00 AM 46.7 7:00 PM 50.4
8:00 AM 47.9 8:00 PM 49.9
9:00 AM 49.8 9:00 PM 49.2
10:00 AM 52.2 10:00 PM 50.6
11:00 AM 44.9 11:00 PM 48.6
24-Hour CNEL 53.8
1 L-2 was measured on March 26, 2024.

As shown in Tables 10 and 11, the existing ambient noise levels at the project site range from

53.8 dBA CNEL to 57.1 dBA CNEL.

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6.0 Operational Noise Impacts
A noise impact analysis has been performed to determine whether the proposed project would result in a substantial increase in ambient noise le vels in the vicinity of the site. Additionally, the noise analysis examines whether the project ca n meet the City of Moreno Valley and State of California requirements for residential exterior and interior noise exposure.

6.1 Stationary Source Noise Impacts
The proposed project consists of constructing and operating 37 single family homes. Project operation will not include significant sources of stationary noise. The main sources of potential on- site noise would include motor vehicle activity and HVAC equipment.

These types of on-site stationary noises would not typically be categorized as loud, unnecessary, or unusual noise that disturbs the peace or quiet of any neighborhood, or that causes discomfort or annoyance to any person of normal sensitiveness. In particular, social activities and vehicle-related noise in residential communities is generally subs tantially less during the noise sensitive nighttime hours.

To help ensure on-site noise levels do not exceed the City of Moreno Valley noise standards, the following stationary noise impact analysis has been performed.

The City of Moreno Valley Municipal Code establishes maximum noise level thresholds of 60.0 dBA Lmax during daytime hours (8:00 a.m. to 10:00 p.m.) and 55.0 dBA Lmax during nighttime hours (10:01 p.m. to 7:59 a.m.), as measured at a distance of 200 feet or more from the real property line of the source of the sound. Therefore, for a conservative analysis, this study assesses noise impacts at a distance of 200 feet from the noise source location.

The analysis considers continuous operation of HVAC units during both daytime hours (8:00 a.m. to 10:00 p.m.) and nighttime hours (10:01 p.m. to 7:59 a.m.). The result is a worst-case assessment of impacts, as HVAC units would likely operate only intermittently throughout the day.

The analysis also takes into account the noise attenuation effects of the six-to-eight-foot-tall property line wall along the northern boundary of the proposed project site.

Table 12 below shows the expected noise level of HVAC unit operation at the nearest adjacent receptors located along the northern boundary of the proposed project site. Stationary noise calculation worksheets are provided in Appendix C.

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Table 12
Stationary Noise Source Impacts
Source
Equipment Noise Level at 200 Feet From Noise
Source
(dBA Lmax)
Daytime
(8:00 a.m. to 10:00 p.m.)
Nighttime
(10:00 p.m. to 8:00 a.m.)
HVAC Unit 44.8 44.8
Municipal Code Noise Level Thresholds 60.0 55.0
Exceeds Threshold? No No
As shown in Table 12, onsite HVAC units are expected to create a noise level of approximately

44.8 dBA Lmax at a distance of 200 feet from the noise source, which does not exceed the City’s daytime and nighttime noise level thresholds of 60.0 dBA Lmax and 55.0 dBA Lmax, respectively.

Therefore, the impact from project-related stationary noise will be less than significant.

6.2 Traffic Noise Impacts
A roadway noise impact analysis has been prepared to determine whether the project would cause a substantial permanent increase in ambient noi se levels at each sensitive receptor location due to changes increased traffic volumes.

Per the City of Moreno Valley General Plan, noise levels up to 65.0 dBA CNEL are considered Normally Acceptable for single-family residential land uses. To help determine whether the project would generate a significant permanent increase in ambient noise levels in the vicinity of the project, the following quantifiable thresholds significance have been used in this analysis. A significant impact would occur if:
• Without project noise levels are 65.0 dBA CNEL or lower, and the project causes noise levels to increase above 65.0 dBA CNEL; or
• Without project noise levels are above 65.0 dBA CNEL and the project results in an increase of 3.0 dBA or more above Without Project conditions.

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A change of 3 dBA is considered barely perceptible by the average health human ear 4, and is a commonly used threshold of significance assessin g potentially significant increases in community noise exposure.

Table 13 shows the roadway noise levels for Existing Without Project and Existing With Project conditions. Table 14 shows the roadway noise levels for Future Year (2040) Without Project and Future Year (2040) With Project conditions.

Operational roadway noise calculation sheets are provided in Appendix D.

Table 13
Roadway Noise Impacts – Existing Conditions
1, 2
Roadway Segment
Roadway Noise Levels at Nearest
Receptors to Centerline
(dBA CNEL) Significant
Impact
(?)3 Existing
Without
Project
Conditions
Existing
With
Project
Conditions
Increase as
a result of
Project

1. Cactus Avenue Moreno Beach Drive to Redlands
Boulevard 76.5 76.5 0.0 No
1 Roadway noise is projected using a version of the FHWA Traffic Noise Prediction Model (FHWA-RD-77-108). 2 Existing Without Project volumes are referenced from the City of Moreno Valley Final Environmental Impact Report for the MoVal 2040: Moreno Valley Comprehensive Plan Update, Housing Element Update, and Climate Action Plan (EIR), dated May 2021. Project-generated traffic volu mes are referenced from the TTM 37858 Single-Family Residential Project Trip Generation and VMT Screening Analysis, City of Moreno Valley, prepared by RK in March 2024.
3 A significant impact would occur if Without Project noise levels are 65.0 dBA CNEL or lower, and the project causes noise levels to increase above 65.0 dBA CNEL, OR Wit hout Project noise levels are above 65.0 dBA CNEL and the project results in an increase of 3.0 dBA or more above Without Project conditions.

4 Caltrans Technical Noise Supplement to the Traffic Noise Analysis Protocol (Tens Manual). September 2013. Section

2.2.1.1 Human Response to Changes in Noise Levels.

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Table 14
Roadway Noise Impacts – Future Year (2040) Conditions1, 2 Roadway Segment
Roadway Noise Levels at Nearest
Receptors to Centerline
(dBA CNEL) Significant
Impact
(?)3 Future Year
(2040)
Without
Project
Conditions
Future Year
(2040)
With
Project
Conditions
Increase as
a result of
Project

1. Cactus Avenue Moreno Beach Drive to Redlands
Boulevard 78.1 78.1 0.0 No
1 Roadway noise is projected using a version of the FHWA Traffic Noise Prediction Model (FHWA-RD-77-108). 2 Future Year (2040) Without Project volumes are referenced from the City of Moreno Valley Final Environmental Impact Report for the MoVal 2040: Moreno Valley Comprehensive Plan Update, Housing Element Update, and Climate Action Plan (EIR), dated May 2021. Project-generated traffic volumes are referenced from the TTM 37858 Single-Family Residential Project Trip Generation and VMT Screening Analysis, City of Moreno Valley, prepared by RK in March 2024.
3 A significant impact would occur if Without Project noise levels are 65.0 dBA CNEL or lower, and the project causes noise levels to increase above 65.0 dBA CNEL, OR Wit hout Project noise levels are above 65.0 dBA CNEL and the project results in an increase of 3.0 dBA or more above Without Project conditions.

As shown in Tables 13 and 14, the proposed proj ect will not result in a significant permanent increase in roadway noise levels along adjacent roadways. Hence, the impact from increased roadway activity as a result of the project will be less than significant.

6.3 Noise/Land Use Compatibility
The project proposes to site new single family homes near the northeast corner of Cactus Avenue and Bradshaw Circle. Traffic noise from Cactus Avenue will be the primary source of noise impacting the project site and may expose future residents to noise levels above the City of Moreno Valley exterior noise thresholds for residential uses.

6.3.1 Exterior Noise/Land Use Compatibility
A noise/land use compatibility assessment has been prepared to help determine whether existing exterior noise levels affecting the project site exceed the City’s noise/land use compatibility threshold for residential land uses. Exterior am bient noise levels are assessed habitable backyard areas at the first-row dwelling units along Cactus Avenue.

Table 15 shows the anticipated exterior noise levels at the habitable backyard areas of the first- row dwelling units along Cactus Avenue. The noise levels shown in Table X are based on Future

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Year (2040) With Project traffic volumes and take into account the noise attenuation effects from the proposed six-foot property line wall along the southern boundary of the project site.

Exterior noise/land use compatibility calculation worksheets are provided in Appendix E.

Table 15
Exterior Noise/Land Use Compatibility (dBA CNEL)1
Receptor Location
Distance from
Centerline
(feet)
Future Backyard Exterior
Noise Levels2
Noise/Land Use
Compatibility3
Habitable backyards of
first-row dwellings along
Cactus Avenue
60 70.2 Normally Unacceptable
1 Future exterior noise levels are based on traffic volumes under Future Year (2040) With Project conditions. 2 Backyard noise levels include the attenuation effects of the proposed 6-foot high property line block wall. 3 Source: City of Moreno Valley General Plan Noise Element, Table N-1: Community Noise Compatibility Matrix.

As shown in Table 15, future exterior ambient noise levels are expected to be approximately 70.2 dBA CNEL and fall within the Normally Unacceptable noise/land use compatibility category.

Per the City of Moreno Valley General Plan , construction or development of Normally Unacceptable land uses should only proceed after a detailed analysis of the noise reduction requirements are made and needed noise insulation features included in the design.

In order to ensure that interior noise levels co mply with City and State standards, the following preliminary interior noise analysis is provided.

6.3.2 Interior Noise/Land Use Compatibility
The project must show that interior noise levels at the project site will not exceed the City of Moreno Valley and State of California noise/land use compatibility threshold for residential land uses. A preliminary interior noise analysis has been performed for the first row of habitable dwellings facing the adjacent roadways using a typical “windows open” and “windows closed” condition. A “windows open” condition assumes 12 dBA of noise attenuation from the exterior noise level. A “windows closed” condition” assumes 20 dBA of noise attenuation from the exterior noise level.

Table 16 indicates the future interior noise levels along the adjacent roadways.

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Table 16
Future Interior Noise Levels (dBA CNEL)
Exterior Façade Study
Location
Projected
Exterior
Noise
Level
(dBA
CNEL)1
Interior
Noise
Standard
(dBA
CNEL)
Required
Building
Shell
Noise
Reduction
(dBA
CNEL)
Interior Noise Level
w/ Standard Windows
(STC ~ 25) Required
STC
Rating "Windows
Open" 2
"Windows
Closed" 3
First-row habitable dwellings
facing Cactus Avenue
(First Floor)

70.2 45.0 25.2 58.2 50.2 31
First-row habitable dwellings
facing Cactus Avenue
(Second Floor Floor)

75.9 45.0 30.9 63.9 55.9 34
1 Worst-case future exterior noise levels are based on tr affic volumes under Future Year (2040) With Project conditions. First floor noise levels take into account the noise attenuation effects of the property wall along the southern boundary of the project site, while second floor noise levels assume no noise barrier shielding. 3 A minimum of 12 dBA noise reduction is assumed with the "windows open" condition. 4 A minimum of 20 dBA noise reduction is assumed with the "windows closed" condition.

The project is expected to require a “windows closed” condition and upgraded STC rated windows for all residential units facing Cactus Avenue in or der to meet the City of Moreno Valley land use compatibility threshold for residential interior noise. To accommodate windows closed conditions, all residential units facing the adjacent roadway s shall be equipped with adequate fresh air ventilation.

Exterior walls, designed per the latest California Building Standards are typically rated between STC 35-40. In order to ensure adequate noise attenuation is provided from the building shell, exterior walls should be designed to meet the required sound attenuation targets. Attic vents and other openings should be baffled and oriented away from facing the adjacent roadways.

Prior to issuance of building permits, the project proponent should demonstrate to the City Building Department that the proposed building shell and window assemblies will achieve exterior to interior noise reduction necessary to meet the State of California and City of Moreno Valley requirements.

Furthermore, the project shall comply with Califor nia Title 24 insulation building requirements for multi-family dwelling units for common separating assemblies (e.g., floor/ceiling assemblies and demising walls).

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6.4 Airport Noise Compatibility
The March Air Force Reserve Base (MARB), located in the County of Riverside, is the nearest airport to the proposed project site at a distance of approximately 4.5 miles. Based on the March Air Reserve Base / Inland Port Airport Land Use Compatibility Plan map, the project site is located outside of the MARB airport influence area.

Furthermore, as described above, the proposed proj ect is not expected to expose people residing or working in the project area to excessive noise levels. Therefore, the project’s noise impact on airport-adjacent land uses will be less than significant.

A copy of the March Air Reserve Base / Inland Po rt Airport Land Use Compatibility Plan map is provided in Exhibit D.

6.5 Project Design Features
The following recommendations are provided to he lp ensure the proposed project meets the City of Moreno Valley and State of California noise level requirements:

DF-3 A “windows closed” condition and upgraded windows and sliding glass doors are expected to be required for all residential units facing Cactus Avenue in order to meet the interior noise standard. See Section 6.3.2, Table 16, for details regarding window STC requirements.

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7.0 Construction Noise and Vibration Impacts
Temporary construction noise and vibration impacts have been assessed from the project site to the surrounding adjacent land uses. The degree of construction noise and vibration will vary depending on the type of construction activity taking place and the location of the activity relative to the surrounding properties.

During the construction period, the contractors wi ll be required to comply with the City of Moreno Valley Municipal Code Chapter 11.80 – Noise Regulation, which places the following provisions on noise generated by construction activity within the City:
“No person shall operate or cause the oper ation of any tools or equipment used in construction, drilling, repair, alteration or demolition work between the hours of eight p.m. and seven a.m. the following day such that the sound there from creates a noise disturbance, except for emergency work by public service utilities or for other work approved by the city manager or designee. This section shall not apply to the use of power tools as provided in subsection (D)(9) of this section.” No project-related construction will occur be tween the hours of 8:00 p.m. and 7:00 a.m. on weekdays, including Saturday, or at any time on Sunday or a national holiday. The City of Moreno Valley does not establish specific noise level thre sholds for construction activity during approved hours. Therefore, for purposes of this analysis, the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment (2006) criteria will be used.

The FTA provides reasonable criteria for evaluating construction noise impacts based on the likelihood of adverse community response. This analysis uses the FTA’s General Assessment Methodology, which applies a daytime noise th reshold of 90 dBA Leq over a 1-hour period.

However, to ensure a conservative assessment, this analysis uses the FTA’s more stringent construction noise threshold of 80 dBA Leq. In accordance with the City’s Municipal Code, it is assumed that construction will not take place during noise-sensitive nighttime hours.

Construction phasing and equipment usage assumptions are referenced from the TTM 37858 Single Family Residential Project Air Quality, Greenhouse Gas, and Energy Impact Study, City of Moreno Valley, performed by RK.

7.1 Typical Construction Noise Levels
Table 17 shows typical construction noise levels co mpiled by the Environmental Protection Agency (EPA) for common-type construction equipment. Ty pical construction noise levels are used to estimate potential project construction noise levels at the adjacent sensitive receptors.

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Table 17
Typical Construction Noise Levels1
Type Noise Levels (dBA) at 50 Feet
Earth Moving
Compactors (Rollers) 73 - 76
Front Loaders 73 - 84
Backhoes 73 - 92
Tractors 75 - 95
Scrapers, Graders 78 - 92
Pavers 85 - 87
Trucks 81 - 94
Materials Handling
Concrete Mixers 72 - 87
Concrete Pumps 81 - 83
Cranes (Movable) 72 - 86
Cranes (Derrick) 85 - 87
Stationary
Pumps 68 - 71
Generators 71 - 83
Compressors 75 - 86
Impact Equipment
Pneumatic Wrenches 82 - 87
Jack Hammers, Rock Drills 80 - 99
Pile Drivers (Peak) 95-105
Other
Vibrators 68 - 82
Saws 71 - 82
1 Referenced Noise Levels from the Environmental Protection Agency (EPA)

7.2 Construction Noise Impact Analysis
This assessment analyzes potential noise impacts of the two noisiest pieces of equipment during all expected phases of construction, including si te preparation, grading, building construction, paving, and architectural coating. Noise levels ar e calculated based on an average distance of equipment over a 1-hour period to the nearest adjacent property. The project’s estimated construction noise levels have been calculated using the Federal Highway Administration Roadway Construction Noise Model Version 1.1. Table 18 shows the noise level impacts from the center of the project site to the nearest sensitive receptor property line.

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Construction noise calculation worksheets are provided in Appendix F.

Table 18
Project Construction Noise Levels – at 192 Feet
Phase Equipment Quantity
Equipment
Noise Level at
192 ft
(dBA Leq)
Combined
Noise Level
(dBA Leq)
Site Preparation Tractors/Loaders/Backhoes 2 72.3 75.3
Grading
Graders 1 73.3

75.9 Tractors/Loaders/Backhoes 1 72.3
Building Construction Tractors/Loaders/Backhoes 2 72.3 75.3 Paving
Tractors/Loaders/Backhoes 1 72.3

73.8 Rollers 1 68.3
Architectural Coating Air Compressors 1 66.0 66.0
Worst Case Construction Phase Noise Level (dBA Leq) 75.9 FTA Daytime General Assessment Construction Noise Criteria (dBA Leq)1 80.0 Noise level exceeds FTA criteria? No
1 Source: Transit Noise and Vibration Impact Assessment Manual, Section 7 Noise and Vibration during Construction , by the Federal Transit Administration.

As shown in the table above, the project is expected to generate a maximum noise level of 75.9 dBA. Hence, the project’s construction-related noise levels will not exceed the FTA General Assessment Construction Noise Criteria threshold. As a result, the project’s impact from construction-related noise will be less than significant.

7.3 Construction Vibration
To determine the vibratory impacts during c onstruction, reference construction equipment vibration levels were utilized and then extrapolated to the façade of the nearest adjacent structures. The nearest adjacent structures to the project site are the Northern Receptors, located along the northern boundary of the project site. The nearest structures will be located approximately 34 feet from the nearest expected area of bulldozer and truck activity and approximately 95 feet from the nearest expected ar ea of vibratory roller activity. All structures surrounding the project site are “new structures”. No historical or fragile buildings are known to be located within the vicinity of the site.

The construction of the proposed project is not expected to require the use of substantial vibration-inducing equipment or activities, such as pile drivers or blasting. The main sources of

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vibration impacts during the construction of the project would be the operation of equipment such as bulldozer activity during site preparation and loading trucks during grading and excavation.

The construction vibration assessment utilizes the referenced vibration levels and methodology set forth within the Transit Noise and Vibration Impact Assessment Manual, Federal Transit Administration, September 2018. Table 19 shows the FTA-referenced vibration levels.

Table 19
Typical Construction Vibration Levels
1 Equipment Peak Particle Velocity (PPV)
(inches/second) at 25 feet
Approximate Vibration Level (LV)
at 25 feet
Piledriver (impact)

1.518 (upper range) 112

0.644 (typical) 104
Piledriver (sonic)

0.734 upper range 105

0.170 typical 93
Clam shovel drop (slurry wall) 0.202 94
Hydromill 0.008 in soil 66
(slurry wall) 0.017 in rock 75
Vibratory Roller 0.210 94
Hoe Ram 0.089 87
Large bulldozer 0.089 87
Caisson drill 0.089 87
Loaded trucks 0.076 86
Jackhammer 0.035 79
Small bulldozer 0.003 58
1 Transit Noise and Vibration Impact Assessment, Federal Transit Administration, May 2006.

Table 20 shows the project’s construction-related vibration analysis at the nearest structures to the project construction area. Construction impacts are assessed at 34 feet from the nearest expected location of bulldozer and truck activity and at 95 feet from the nearest expected location of vibratory roller activity. Construction vibration calculation worksheets are provided in Appendix F.

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Table 20
Construction Vibration Impact Analysis
Construction
Activity
Distance to
Nearest Structure
(ft)
Duration
Calculated
Vibration Level -
PPV (in/sec)
Damage Potential
Level
Large Bulldozer 34 Continuous/Frequent 0.063 None
Loaded Trucks 34 Continuous/Frequent 0.054 None
Vibratory Rollers 95 Continuous/Frequent 0.048 None

Based on the table above, project-related constr uction activity is not expected to cause any potential damage to the nearest structures. Hence, the impact from construction-related vibration will be less than significant.

The following construction related project design features will be implemented to help ensure noise level impacts during construction remain less than significant.

Construction Design Features
DF-5 The project shall comply with City of Mo reno Valley Municipal Code requirements.

No construction will occur between the hours of 8:00 p.m. and 7:00 a.m. on weekdays, including Saturday, or at any time on Sunday or a national holiday.

DF-7 All construction equipment should be equipped with mufflers and other suitable noise attenuation devices (e.g., engine shields).

DF-8 Locate staging area, generators, and stati onary construction equipment as far from the adjacent residential homes as feasible.

DF-9 Construction-related equipment, including heavy-duty equipment, motor vehicles, and portable equipment, shall be turned off when not in use for more than 5 minutes.

Exhibits
engineeringgroup, inc.TTM 37858 SINGLE FAMILY RESIDENTIAL PROJECT NOISE IMPACT STUDY, City of Moreno Valley, CA1742-2024-02engineering Location MapExhibit A
Legend:= Project Site= Project Site BoundaryN
Northern ReceptorsEastern ReceptorsSouthern ReceptorsWestern Receptors Exhibit BSite Plan
NN engineeringgroup, inc.engineering1742-2024-02TTM 37858 SINGLE FAMILY RESIDENTIAL PROJECT NOISE IMPACT STUDY, City of Moreno Valley, CA

engineeringgroup, inc.TTM 37858 SINGLE FAMILY RESIDENTIAL PROJECT NOISE IMPACT STUDY, City of Moreno Valley, CA1742-2024-02engineering Noise Monitoring LocationsExhibit C
Legend:= Noise Monitoring Location= Project Site BoundaryN 12 1
engineeringgroup, inc.TTM 37858 SINGLE FAMILY RESIDENTIAL PROJECT NOISE IMPACT STUDY, City of Moreno Valley, CA1742-2024-02engineering March Air Reserve Base / Inland Port Airport Land Use Compatibility Plan MapExhibit D Legend:= Project SiteN

Appendices

Appendix A
City of Moreno Valley General Plan Noise Element and
Municipal Code Chapter 11.80 – Noise Regulation
Sound shapes the way we experience the
places where we live, work, and play.

A pleasant, healthy noise environment
can reduce stress, improve health, and
enhance quality of life in the community.

In an urban environment, noise is a part
of everyday life, but thoughtful planning
and design can minimize unwanted noise
and create welcoming neighborhoods that
residents are proud to call home.

The goals, policies, and actions in this
chapter seek to proactively address
sources of noise in Moreno Valley, protect
against excessive noise, and support
the social and economic vitality of the
community. This chapter satisfies the
statutory requirements for the General
Plan Noise Element. Airport land use
compatibility is also addressed in the
Land Use and Community Character and
Safety Elements, while goods movement
is addressed in the Transportation
Element.
7 Noise
7-2 | MoVal 2040 GENERAL PLAN
Background
Unwanted noise can be defined as a sound or series
of sounds that are intrusive, irritating, objectionable and/or disruptive to daily life. Background noise is
primarily the product of many distant noise sources,
which constitute a relatively stable noise background
exposure, with individual contributors unidentifiable.

Noise levels are also affected by short duration single event noise sources (e.g., aircraft flyovers, motor vehi- cles, sirens), which are readily identifiable to the indi - vidual. The known effects of noise on humans include
hearing loss, communication interference, sleep inter - ference, physiological responses, and annoyance.

People in residences, motels and hotels, schools,
libraries, churches, hospitals, nursing homes, audi -
toriums, natural areas, parks and outdoor recreation
areas are generally more sensitive to noise than are
people at commercial and industrial establishments.

Consequently, noise standards for sensitive land uses
are more stringent than for those at less sensitive uses.

To protect various human activities in sensitive areas, lower noise levels are generally required.

Typically, when noise levels are reported, they are
expressed as a measurement over time in order to
account for variations in noise exposure. Levels also
account for varying degrees of sensitivity to noise
during daytime and nighttime hours. The Community
Noise Equivalent Level (CNEL) and Day-Night Noise
Level (Ldn) both reflect noise exposure over an average day with weighting to reflect this sensitivity.

Existing Noise Sources
and Levels

EXISTING NOISE LEVELS
Moreno Valley is subject to typical urban noises such
as noise generated by cars on local roadways, noise
from intermittent construction activities, and day-to-
day outdoor activities. There are also several trans -
portation-related noise sources that operate at the
periphery of the city, including Interstate 215 (I-215), the March Air Reserve Base (MARB), and the railway
line, as well as State Route 60 (SR 60), which passes
through the northern part of the city. Other sources of noise within the city include commercial and indus -
trial centers and property maintenance activities.

Ambient noise monitoring was conducted to assess
current noise levels in Moreno Valley at a variety of
land uses proximate to major noise sources. Short-
term daytime noise measurements were taken adjacent
to major noise sources in the city. These measured
noise levels included major noise sources (traffic and/or train passbys) in addition to non-traffic noise sources Map N-1 reflects the existing noise level contours for
60, 65, and 70 dBA.

Freeway and Internal Roadways
Roadways are the principal noise source in Moreno
Valley. Most of Moreno Valley is located between the
I-215 and SR-60 highways. I-215 runs north-south
towards the western boundary, while SR-60 runs
approximately east-west in the northern part of the
city. Roadway noise is expected to remain the prin -
cipal source of noise in the future. Noise from these
sources can be a significant environmental concern for
noise sensitive uses, such as residential development
where buffers (e.g., buildings, landscaping, etc.) are
inadequate or where there is minimal distance from
the roadways to sensitive uses.

Airport Noise
Noise levels due to air traffic from the joint-use airport at MARB depend on aircraft characteristics, the
number, path, elevation and duration of flights as well as the time of day that flights take place. Since 1997, MARB has also been home to the March Inland
Port, a civilian air cargo facility. As demand for cargo shipping increases, operations at MARB are pro -
jected to increase. Map N-2 shows the existing noise
contours surrounding MARB. Though most of the
city is located outside the MARB 60-CNEL noise
contours, noise from aircraft is audible in the western portion of the city and contributes to the ambient noise environment.

Railroad Noise
Train noise, however intermittent, is a major source of noise due to its magnitude. The San Jacinto Branch
Line follows the I-215 corridor closely, bordering
the western edge of the city. Both the Metrolink
Commuter Rail and freight trains travel along the
corridor. The Metrolink commuter rail 91/Perris
Valley Line stops at the Moreno Valley/March Air
Field Station, located between Eucalyptus and Cactus
Avenues in proximity to the western border of the
city. Commuter trains stop several times a day in the
morning and evening, and freight trains pass through
about twice a day.

Map N-1: Existing Noise Contour
!(T
§¨¦215
§¨¦215
·|}60
·|}60

IRIS AVE

IRONWOOD AVE

LASSELLE
ST

COTTONWOOD AVE

CACTUS AVE

INDIAN ST EUCALYPTUS AVE
KITC

HING ST

GILMAN SPRINGS RD
NASO
N ST
RE

DLANDS BLVD
PERR

IS BLVD

FREDERICK ST

SUNNYMEAD BLVD
MO
RE
NO

BEACH DR
PIGEO

N PASS RD

ALESSANDRO BLVD

JOHN F KENNEDY DR

KRAMERIA AVE
HEACO
CK ST

CACTUS AVE
HEACO
CK ST

ALESSANDRO BLVD
O
LIVE
R ST
PERR

IS BLVD
KITC

HING ST
PERR

IS BLVD
HEACO
CK ST

EUCALYPTUS AVE

INDIAN ST
HEACO
CK ST

SUNNYMEAD

RANCHP KWY

IRONWOOD AVE

IRIS AVE

JOH N F KENNEDY DR

LASSELLEST

GILMAN SPRINGSRD

COTTONWOOD AVE

ALESSANDRO BLVD
W
O
RLD
LO
GISTI
CS PKW
Y
Moreno Valley/
March Field Station
Moreno Valley
Mall
City
Hall Riverside
University
Medical
Center
Moreno
Valley College
Kaiser
Permanente
Medical
Center
Existing Noise Contours
CNEL 65 to 70 dB
CNEL 70 to 75 dB
CNEL >75 dB
!(T Metrolink Station
Metrolink Commuter Rail
City of Moreno Valley
Sphere of Influence
Map N-1: Existing Noise Contours
0 1 20.5
Miles
Data Source: City of Moreno Valley, 2019;
Fehrs and Peers, 2020; Dyett & Bhatia, 2020.

Map N-2: MARB Noise Contour
Map N2 : March Air Reserve Base Noise Contours

R I V E R S I D E

M O R E N O V A L L E Y

P E R R I S

U N I N C O R P O R A T E DU N I N C O R P O R A T E D
March Air Reserve Base /
Boundary Lines
Noise Contours
60 dB CNEL
City Limits
March Joint Powers Authority Property Line
Inland Port Airport
LEGEND
65 dB CNEL
70 dB CNEL
75 dB CNEL (75,104 operations)
Projected Activity Level
\ \ \ pp \ \ p\ _ g\ ,
0 4 MILES
2 MILES
MILES
60 CNEL
65 CNEL
70 CNEL
75 CNEL
Note:

Contours represent composite of noise contours from four sources:

Forecasts and noise contours from Air Installation Compatible Use Study for March Air Reserve Base (August 2005).

Environmental Assessment for Proposed Military
Construction and Total Force Integration at March Air
Reserve Base (Air Force Reserve Command, June 2010);
Environmental Impact Report for March Inland Port General Aviation Facilities Development (March Joint Powers
Authority, August 2012).

F-15 Aircraft Conversion Environmental Impact Statement 144th Fighter Wing California Air National Guard
Fresno-Yosemite International Airport (National Guard Bureau, March 2013).

Annual Operations 75,104
Projected Activity Level
Average Annual Day 206
Map Source: March Air Reserve Base Land Use Compatibility Plan, 2014 Noise | 7-5
Industrial Noise
Industrial uses, including manufacturing, warehous -
ing, and distribution-related uses, are another source of noise that can have a varying degree of impact on
adjacent uses. Mechanical equipment, generators,
and vehicles associated with these uses all contribute
to noise levels at industrial sites. Existing industrial uses in Moreno Valley are largely concentrated in
the southwest of the City, adjacent to MARB and
Interstate-215; however, significant light industrial
uses are planned at the World Logistics Center site at
the eastern edge of the city. While industrial uses are generally concentrated at the periphery of the city,
the potential for noise conflicts exists where these uses abut residential areas.

Construction Noise
Construction can be another source of unwanted
noise, although typically short-term in duration.

Construction is most significant when it takes place
near sensitive land uses, such as homes, schools, or
hospitals, or when it occurs at night or in the early
morning hours. The dominant construction equip -
ment noise source is diesel engines without sufficient
muffling; however, impact pile driving or pavement
breaking can also generate unwanted noise. The City
currently regulates construction activity through
Municipal Code Chapter 11.80.

Other Equipment Noise
Other portable or small-scale pieces of equipment may
also produce noise effects. Portable power equipment,
such as leaf blowers and drills, is ubiquitous in the
modern city, and can produce very high noise levels
at the location of the work for intermittent periods.

Mechanical equipment, such as pumps and fans may
produce low noise levels, but continuously and for
substantial distances. Other amplified sounds, from
automotive audio equipment or loudspeakers also
create noise exposure.

PROJECTED NOISE SOURCES

AND LEVELS
Future development within the Planning Area along
with pass-through traffic will result in increased noise levels. Vehicular traffic, including automobile and
truck traffic, will continue to be the predominant
noise source within the city. The level of vehicular
traffic noise varies with many factors, including traffic volume, vehicle mix (including percentage of trucks),
traffic speed, and distance from the roadway. Map
N-3 shows projected noise level contours at buildout of General Plan land uses in 2040.

Planning for a
Pleasant, Healthy Noise
Environment
Integrating noise reduction into the planning and
design of projects can help address the potential for
increased noise as development occurs and ensure a
healthy and pleasant noise environment for residents
and visitors alike. Proactively reducing noise at its
source, separating and buffering noisy land uses, and
designing for a quiet indoor environment will contrib - ute to a healthy, livable neighborhood and a vibrant
local economy.

In a vibrant city, some noise is inevitable, and making sure that noise-sensitive land uses such as schools and housing are separated from noisy uses is important
to ensuring a pleasant, healthy noise environment for
all. Land uses have different levels of compatibility
relative to noise, and the State of California mandates that general plans include noise level compatibility
standards for the development of land as a function of
a range of noise exposure values. Noise level is often
measured on the Community Noise Equivalent Level
(CNEL) scale. CNEL ratings measure levels in noise
over a typical day, with higher weight given to noises
Aircraft flying in and out of the March Air Reserve Base contribute to the ambient noise environment of the city.

Most of Moreno Valley is located between the I-215 and
SR-60 highways; noise from these sources can be a
significant environmental concern.

Construction and equipment can produce very high noise
levels. The City currently regulates construction activity through Municipal Code Chapter 8.

Map N-3: Future Noise Contours
!(T
§¨¦215
§¨¦215
·|}60
·|}60

IRIS AVE

IRONWOOD AVE
LA

SSELLE ST

COTTONWOOD AVE

CACTUS AVE

INDIAN ST EUCALYPTUS AVE
KITC

HING ST

GILMAN SPRINGS RD
NASO
N ST
RE

DLANDS BLVD
PERR

IS BLVD

FREDERICK ST

SUNNYMEAD BLVD
MO
RE
NO

BEACH DR
PIGEO

N PASS RD

ALESSANDRO BLVD

JOHN F KENNEDY DR

KRAMERIA AVE
HEACO
CK ST

CACTUS AVE
HEACO
CK ST

ALESSANDRO BLVD
O
LIVE
R ST
PERR

IS BLVD
KITC

HING ST
PERR

IS BLVD
HEACO
CK ST

EUCALYPTUS AVE

INDIAN ST
HEACO
CK ST

SUNNYMEAD

RANCHP KWY

IRONWOOD AVE

IRIS AVE

JOH NF KENNEDY DR

LASSELLEST

GILMAN SPRINGSRD

COTTONWOOD AVE

ALESSANDRO BLVD
W
O
RLD
LO
GISTI
CS PKW
Y
Moreno Valley
Mall
City
Hall
Moreno
Valley College
Kaiser
Permanente
Medical
Center
Riverside
University
Medical
Center
Future Noise Contours
CNEL 65 to 70 dB
CNEL 70 to 75 dB
CNEL >75 dB
!(T Metrolink Station
Metrolink Commuter Rail
City of Moreno Valley
Sphere of Influence
Map N-3: Future Noise Contours
0 1 20.5
Miles
Data Source: City of Moreno Valley, 2019;
Fehrs and Peers, 2020; Dyett & Bhatia, 2020.
0 1 20.5
Miles
Data Source: City of Moreno Valley, 2019;
Fehrs and Peers, 2020; Dyett & Bhatia, 2020.

Noise | 7-7
Normally Acceptable:

Specified land use is satisfactory, based
upon the assumption that any buildings
involved are of normal conventional
construction, without any special noise
insulation requirements.

Conditionally Acceptable:

New construction or development should
be undertaken only after a detailed analysis
of the noise reduction requirement is
made and needed noise insulation features
included in the design. Conventional
construction, but with closed windows and
fresh air supply systems or air conditioning
will normally suffice.

Normally Unacceptable:

New construction or development
should generally be discouraged. If new
construction or development does proceed,
a detailed analysis of the noise reduction
requirements must be made and needed
noise insulation features included in the
design.

Clearly Unacceptable:

New construction or development should
generally not be undertaken.
occurring during evening and sleeping hours. Table
N-1 identifies noise level compatibility standards and
interior noise standards to be used to guide land use
planning decisions within a given contour.

The Municipal Code also contains regulations
intended to ensure best practices in siting new
development. The air installation compatibility use
overlay district (AICUZ) contained in the zoning
code includes standards that limit public exposure
to aircraft accidents and noise and encourage future
development that is compatible with the continued
operation of MARB. Additionally, the City has
adopted Good Neighbor Guidelines for warehouse
and distribution facilities into the zoning code that
specify requirements to minimize the potential for
impacts from these facilities on surrounding areas,
including limiting noise generating activities near
residential areas.

Design practices, such as building placement and
interior noise proofing, can be used to promote
healthy indoor and outdoor noise environments
throughout the community. Insulation, primarily
used to improve a building’s energy performance,
can help reduce indoor noise significantly. Sound-
reducing window designs and landscaped buffer areas
can also reduce interior noise, even in noisy areas.

Noise from traffic on the freeways can be reduced by
constructing sound barriers with acoustic dampening
materials. Sound reducing paving materials can also
significantly reduce sound from arterial roads within
the city. General Plan policies seek to promote the
use of thoughtful planning and design to minimize
unwanted noise in the community and promote a
pleasant, healthy noise environment.

Source: Governor’s Office of Planning and Research 2017.

A
A
A
A
A
A
A
A
A
B
B
B
B
B
B
B
B
B
C
C
C
C
C
C
C
C
C
C
C
D
D
D
D
D
D
Table N-1: Community Noise Compatibility Matrix
Land Use Category Community Noise Exposure (CNEL)
55 60 65 70 75 80
Residential – Low
Density Single Family,
Duplex, Mobile Homes
Residential – Multiple
Family
Transient Lodging:

Hotels and Motels
Schools, Libraries,
Churches, Hospitals,
Nursing Homes
Auditoriums, Concert
Halls, Amphitheaters
Sports Arena, Outdoor
Spectator Sports
Playground,
Neighborhood Parks
Golf Courses, Riding
Stables, Water
Recreation, Cemeteries
Office Buildings,
Businesses, Commercial
and Professional
Industrial,
Manufacturing, Utilities,
Agricultural
55 60 65 70 75 80
7-8 | MoVal 2040 GENERAL PLAN
Goal N-1: Design for a pleasant,
healthy sound environment
conducive to living and
working.

POLICIES
N.1-1: Protect occupants of existing and new
buildings from exposure to excessive noise,
particularly adjacent to freeways, major
roadways, the railroad, and within areas of
aircraft overflight.

N.1-2: Guide the location and design of
transportation facilities, industrial uses, and
other potential noise generators to minimize
the effects of noise on adjacent land uses.

N.1-3: Apply the community noise compatibility
standards (Table N-1) to all new development
and major redevelopment projects outside
the noise and safety compatibility zones
established in the March Air Reserve Base/
Inland Port Airport Land Use Compatibility
(ALUC) Plan in order to protect against the
adverse effects of noise exposure. Projects
within the noise and safety compatibility
zones are subject to the standards contained
in the ALUC Plan.

N.1- 4: Require a noise study and/or mitigation
measures if applicable for all projects that
would expose people to noise levels greater
than the “normally acceptable” standard
and for any other projects that are likely to
generate noise in excess of these standards.

N.1-5: Noise impacts should be controlled at the
noise source where feasible, as opposed to
at receptor end with measures to buffer,
dampen, or actively cancel noise sources. Site
design, building orientation, building design,
hours of operation, and other techniques,
for new developments deemed to be noise
generators shall be used to control noise
sources.

N.1- 6: Require noise buffering, dampening, or
active cancellation, on rooftop or other
outdoor mechanical equipment located near
residences, parks, and other noise sensitive
land uses.

N.1-7: Developers shall reduce the noise impacts on
new development through appropriate means
(e.g. double-paned or soundproof windows,
setbacks, berming, and screening). Noise
attenuation methods should avoid the use of
visible sound walls where possible.

ACTIONS
N.1-A: Continue to review proposed projects for
conformance with the March Air Reserve
Base/Inland Port Airport Land Use
Compatibility Plan, including consideration
of the Compatibility Zone Factors shown
in Table MA-1 and the Basic Compatibility
Criteria shown in Table MA-2, as may be
amended.

N.1-B: Require dedication of an aviation easement
as a condition of development approval
for projects within the noise and safety
compatibility zones identified by the March
Air Reserve Base/Inland Port Airport Land
Use Compatibility Plan, as may be amended.

The intention of this action is to alert
interested individuals, including property
buyers and developers, to the proximity of
aircraft operations and related noise and
safety compatibility protections.

N.1-C: Study the feasibility of using alternative
pavement materials such as rubberized
asphalt pavements on roadways to reduce
noise generation. Update City standards as
appropriate.

Noise attenuation measures such as double paned
windows (above) and rubberized asphalt (below) can
reduce noise and mitigate its effects.

Noise | 7-9
Addressing
Noise Concerns
As in any bustling and vibrant city, some noise is
inevitable in Moreno Valley. Having systems in place
to minimize unwanted noise before it occurs, and to
manage noise concerns when they arise is important
to ensure a healthy and economically dynamic future.

Moreno Valley’s Municipal Code establishes allow-
able levels of noise within the city and consequences
for violation of the standards it sets. When instances
of excessive noise do occur, residents can report
noise complaints to the City’s Code & Neighborhood
Services Division, the division responsible for handling violations, including noise complaints, and for gener-
ally protecting the health and safety of the community.

Noise complaints received by the Division typically
involve residential noise, including complaints regard- ing loud music, animal noise, and noise from unli-
censed home business activities.

In addition to the noise controls built into the
Municipal Code, the City works closely with the
neighboring MARB to coordinate noise control
efforts.

As Moreno Valley continues to grow culturally and
economically, the potential for noise conflicts will
increase, particularly in mixed use areas or locations
near public gathering places. While some noise is
expected – and even welcome – in a dynamic city,
Moreno Valley will continue to ensure that the noises
of daily life do not exceed comfortable and pleas -
ant levels for all by maintaining a robust system for
addressing noise concerns.

Goal N-2: Ensure that noise does not
have a substantial, adverse
effect on the quality of life in
the community.

POLICIES
N.2-1: Use the development review process to
proactively identify and address potential
noise compatibility issues.

N.2-2: Continue to work with community members
and business owners to address noise
complaints and ensure voluntary resolution of
issues through the enforcement of Municipal
Code provisions.

N.2-3: Limit the potential noise impacts of
construction activities on surrounding
land uses through noise regulations in
the Municipal Code that address allowed
days and hours of construction, types of
work, construction equipment, and sound
attenuation devices.

N.2-4: Collaborate with the March Joint Powers
Authority, March Inland Port Airport
Authority, Riverside County Airport Land
Use Commission, and other responsible
agencies to formulate and apply strategies
to address noise and safety compatibility
protection from airport operations.

N.2-5: Encourage residential development heavily
impacted by aircraft-related noise to
transition to uses that are more compatible.

ACTIONS
N.2-A: Continue to maintain performance standards
in the Municipal Code to ensure that noise
generated by proposed projects is compatible
with surrounding land uses.

N.2-B: Update the Municipal Code to establish
controls on outdoor noise in public places,
such as outdoor dining terraces in commercial
mixed use areas, public plazas, or parks.

Controls may include limits on noise levels or
hours of operation.

Noise is part of a bustling, dynamic city. However,
controls such as limits on hours of operation or noise
levels can help ensure that the noises of daily life are not unpleasant or uncomfortable.
7-10 | MoVal 2040 GENERAL PLAN
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/33/34/19/i255/16/17/17/13/37/13/22/23/i255/20/19/19/38/i255/20/16/14/i255/52/19/i255/18/19/53/45/13/18/19/38/i255/14/16/i255/13/38/19/20/14/13/17/15/i255/36/16/20/44/i255/14/13/14/23/19/36/5/i255/22/18/14/13/36/14/36/5/i255/16/18/i255/23/15/18/13/37/36/i255/13/20/i255/16/18/38/19/18/i255/14/16/i255/19/36/14/22/52/23/13/36/34/i255/22/i255/50/13/16/23/22/14/13/16/20/40 /54/25/18/38/40/i255/7/4/39/i255/55/i255/47/40/2/5/i255/2/39/39/7/56 /55/i255/47/47/40/48/39/40/39/3/39/40/i255/21/13/16/23/22/14/13/16/20/40 /21/13/16/23/22/14/13/16/20/i255/16/17/i255/27/16/45/20/38/i255/32/19/50/19/23/i255/32/13/41/13/14/36/40/i255/10/20/15/i255/35/19/18/36/16/20/i255/50/13/16/23/22/14/13/20/44/i255/22/20/15/i255/16/17/i255/14/34/19/i255/35/18/16/50/13/36/13/16/20/36/i255/16/17/i255/14/34/13/36/i255/37/34/22/35/14/19/18/i255/36/34/22/23/23/i255/52/19/i255/38/19/19/41/19/38/i255/44/45/13/23/14/15 /16/17/i255/22/i255/41/13/36/38/19/41/19/22/20/16/18/5/i255/22/20/38/i255/45/35/16/20/i255/37/16/20/50/13/37/14/13/16/20/i255/14/34/19/18/19/16/17/i255/36/34/22/23/23/i255/52/19/i255/35/45/20/13/36/34/22/52/23/19/i255/52/15/i255/22/i255/17/13/20/19/i255/20/16/14/i255/14/16/i255/19/57/37/19/19/38/i255/58/47/5/39/39/39/i255/22/20/38/1/16/18/i255/36/13/57 /41/16/20/14/34/36/i255/13/20/i255/14/34/19/i255/37/16/45/20/14/15/i255/59/22/13/23/5/i255/16/18/i255/52/16/14/34/40/i255/24/16/14/51/13/14/34/36/14/22/20/38/13/20/44/i255/14/34/19/i255/17/16/18/19/44/16/13/20/44/5/i255/22/20/15/i255/50/13/16/23/22/14/13/16/20/i255/16/17/i255/14/34/19/i255/35/18/16/50/13/36/13/16/20/36/i255/16/17/i255/14/34/13/36/i255/37/34/22/35/14/19/18 /41/22/15/5/i255/13/20/i255/14/34/19/i255/38/13/36/37/18/19/14/13/16/20/i255/16/17/i255/14/34/19/i255/37/13/14/13/20/44/i255/16/17/17/13/37/19/18/i255/16/18/i255/14/34/19/i255/37/13/14/15/i255/22/14/14/16/18/20/19/15/5/i255/52/19/i255/37/13/14/19/38/i255/22/20/38/1/16/18/i255/35/18/16/36/19/37/45/14/19/38/i255/22/36/i255/22/20/i255/13/20/17/18/22/37/14/13/16/20/i255/16/18/i255/52/19 /36/45/52/59/19/37/14/i255/14/16/i255/37/13/50/13/23/i255/37/13/14/22/14/13/16/20/i255/35/45/18/36/45/22/20/14/i255/14/16/i255/12/34/22/35/14/19/18/i255/60/61/60/62/40 /63/16/13/20/14/i255/22/20/38/i255/27/19/50/19/18/22/23/i255/29/19/36/35/16/20/36/13/52/13/23/13/14/15/40/i255/26/20/i255/22/38/38/13/14/13/16/20/i255/14/16/i255/14/34/19/i255/35/19/18/36/16/20/i255/37/22/45/36/13/20/44/i255/14/34/19/i255/16/17/17/19/20/38/13/20/44/i255/36/16/45/20/38/5/i255/14/34/19/i255/16/51/20/19/18/5/i255/14/19/20/22/20/14/i255/16/18 /23/19/36/36/19/19/i255/16/17/i255/35/18/16/35/19/18/14/15/5/i255/16/18/i255/22/i255/41/22/20/22/44/19/18/5/i255/16/50/19/18/36/19/19/18/i255/16/18/i255/22/44/19/20/14/5/i255/16/18/i255/22/20/15/i255/16/14/34/19/18/i255/35/19/18/36/16/20/i255/23/22/51/17/45/23/23/15/i255/19/20/14/13/14/23/19/38/i255/14/16/i255/35/16/36/36/19/36/36/i255/14/34/19/i255/35/18/16/35/19/18/14/15 /17/18/16/41/i255/51/34/13/37/34/i255/14/34/19/i255/16/17/17/19/20/38/13/20/44/i255/36/16/45/20/38/i255/13/36/i255/19/41/13/14/14/19/38/i255/22/14/i255/14/34/19/i255/14/13/41/19/i255/14/34/19/i255/16/17/17/19/20/38/13/20/44/i255/36/16/45/20/38/i255/13/36/i255/19/41/13/14/14/19/38/5/i255/36/34/22/23/23/i255/52/19/i255/18/19/36/35/16/20/36/13/52/23/19/i255/17/16/18 /37/16/41/35/23/13/22/20/37/19/i255/51/13/14/34/i255/14/34/13/36/i255/37/34/22/35/14/19/18/i255/13/17/i255/14/34/19/i255/22/38/38/13/14/13/16/20/22/23/23/15/i255/18/19/36/35/16/20/36/13/52/23/19/i255/35/22/18/14/15/i255/64/20/16/51/36/i255/16/18/i255/36/34/16/45/23/38/i255/34/22/50/19/i255/64/20/16/51/20/i255/16/17/i255/14/34/19/i255/16/17/17/19/20/38/13/20/44 /20/16/13/36/19/i255/38/13/36/14/45/18/52/22/20/37/19/40/i255/26/14/i255/36/34/22/23/23/i255/20/16/14/i255/52/19/i255/22/i255/23/22/51/17/45/23/i255/38/19/17/19/20/36/19/i255/14/16/i255/22/36/36/19/18/14/i255/14/34/22/14/i255/36/16/41/19/i255/16/14/34/19/18/i255/35/19/18/36/16/20/i255/37/22/45/36/19/38/i255/14/34/19/i255/36/16/45/20/38/40/i255/33/34/19/i255/23/22/51/17/45/23 /35/16/36/36/19/36/36/16/18/i255/16/18/i255/16/35/19/18/22/14/16/18/i255/16/17/i255/14/34/19/i255/35/18/19/41/13/36/19/36/i255/36/34/22/23/23/i255/52/19/i255/18/19/36/35/16/20/36/13/52/23/19/i255/17/16/18/i255/16/35/19/18/22/14/13/20/44/i255/16/18/i255/41/22/13/20/14/22/13/20/13/20/44/i255/14/34/19/i255/35/18/19/41/13/36/19/36/i255/13/20 /37/16/41/35/23/13/22/20/37/19/i255/51/13/14/34/i255/14/34/13/36/i255/37/34/22/35/14/19/18/i255/22/20/38/i255/41/22/15/i255/52/19/i255/37/13/14/19/38/i255/18/19/44/22/18/38/23/19/36/36/i255/16/17/i255/51/34/19/14/34/19/18/i255/16/18/i255/20/16/14/i255/14/34/19/i255/35/19/18/36/16/20/i255/22/37/14/45/22/23/23/15/i255/37/22/45/36/13/20/44/i255/14/34/19 /36/16/45/20/38/i255/13/36/i255/22/23/36/16/i255/37/13/14/19/38/40 /21/13/16/23/22/14/13/16/20/i255/11/22/15/i255/52/19/i255/65/19/37/23/22/18/19/38/i255/22/i255/66/45/52/23/13/37/i255/24/45/13/36/22/20/37/19/40/i255/33/34/19/i255/16/35/19/18/22/14/13/16/20/i255/16/18/i255/41/22/13/20/14/19/20/22/20/37/19/i255/16/17/i255/22/20/15/i255/38/19/50/13/37/19/5/i255/19/53/45/13/35/41/19/20/14/5 /13/20/36/14/18/45/41/19/20/14/5/i255/50/19/34/13/37/23/19/i255/16/18/i255/41/22/37/34/13/20/19/18/15/i255/13/20/i255/50/13/16/23/22/14/13/16/20/i255/16/17/i255/22/20/15/i255/35/18/16/50/13/36/13/16/20/36/i255/16/17/i255/14/34/13/36/i255/37/34/22/35/14/19/18/i255/51/34/13/37/34/i255/19/20/38/22/20/44/19/18/36/i255/14/34/19/i255/35/45/52/23/13/37/i255/34/19/22/23/14/34/5 /36/22/17/19/14/15/i255/22/20/38/i255/53/45/22/23/13/14/15/i255/16/17/i255/23/13/17/19/i255/16/17/i255/18/19/36/13/38/19/20/14/36/i255/13/20/i255/14/34/19/i255/22/18/19/22/i255/13/36/i255/38/19/37/23/22/18/19/38/i255/14/16/i255/52/19/i255/22/i255/35/45/52/23/13/37/i255/20/45/13/36/22/20/37/19/5/i255/22/20/38/i255/41/22/15/i255/52/19/i255/36/45/52/59/19/37/14/i255/14/16 /22/52/22/14/19/41/19/20/14/i255/36/45/41/41/22/18/13/23/15/i255/16/18/i255/52/15/i255/22/i255/18/19/36/14/18/22/13/20/13/20/44/i255/16/18/38/19/18/i255/16/18/i255/13/20/59/45/20/37/14/13/16/20/i255/13/36/36/45/19/38/i255/52/15/i255/22/i255/37/16/45/18/14/i255/16/17/i255/37/16/41/35/19/14/19/20/14/i255/59/45/18/13/36/38/13/37/14/13/16/20/40 /54/25/18/38/40/i255/7/4/39/i255/55/i255/47/40/2/5/i255/2/39/39/7/67/i255/25/18/38/40/i255/48/2/4/i255/55/i255/47/40/2/5/i255/2/39/47/47/56

Appendix B
Field Data and Photos
Project: Engineer: B. Morrison Date: 3/25/2024
JN: 1742-2024-02
Measurement Address: City: Site No.:

Northeast corner of Cactus Ave. and Bradshaw Cir. Moreno Valley, CA Sound Level Meter: Calibration Record: Conditions (3/26/2024):

Piccolo II Meter Input, dB/ Time Date
Serial # P0222082205 1 94.0 12:31 p.m. 3/25/2024 Temp (Deg. F.):

P0221010801 2 94.0 12:32 p.m. 3/25/2024 Windspeed:
3 / / / Direction:
4/ / / S k i e s :

Calibrator: 5/ / /
BSWA
Serial # 500732
Notes: Measurement Type:
= Noise
Monitoring
Location
Field Sheet
1 Meter Settings:

High: 65, Low: 43
2 m.p.h.

North-northwest
Mostly Cloudy
Noise measurements were taken at 60-minute intervals for a 24-hour period. The primary sources of ambient noise during the measurement period consisted of roadway noise from adjacent streets, bird/nature sounds, and general residential activity.

TTM 37858 Single Family Residential
Project
A-WTD
C-WTD
LINEAR

IMPULSE
SLOW
FAST
1/1 OCT
1/3 OCT
_60_ MINUTE INTERVALS

L(N) PERCENTILE VALUES
Long-term
Short-term
1 1
2 Project: Engineer: B. Morrison Date: 3/26/2024
JN: 1742-2024-02
Measurement Address: City: Moreno Valley, CA Location No.: 1 Notes:

47.0 Field Sheet - Noise Monitoring Location 1 Photo
TTM 37858 Single Family Residential
Project
Noise Monitoring Location 1 (L-1) was taken at the western boundary of the project site, approximately 276 feet north of the centerline of Cactus Avenue.

Northeast corner of Cactus Ave. and Bradshaw
Cir.

Meter 1
Time Leq CNEL
12:00 AM 43.8 57.1
1:00 AM 43.3 57.1
2:00 AM 42.1 57.1
3:00 AM 45.8 57.1
4:00 AM 48.4 57.1
5:00 AM 51.6 57.1
6:00 AM 54.3 57.1
7:00 AM 56.4 57.1
8:00 AM 51.6 57.1
9:00 AM 53.5 57.1
10:00 AM 50.6 57.1
11:00 AM 51.1 57.1
12:00 PM 50.8 57.1
1:00 PM 54.0 57.1
2:00 PM 55.7 57.1
3:00 PM 55.5 57.1
4:00 PM 59.1 57.1
5:00 PM 56.4 57.1
6:00 PM 54.1 57.1
7:00 PM 53.0 57.1
8:00 PM 52.2 57.1
9:00 PM 49.7 57.1
10:00 PM 48.9 57.1
11:00 PM 47.9 57.1
Day Min: 49.7
Night Min 42.1

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
12:00 AM
1:00 AM
2:00 AM
3:00 AM
4:00 AM
5:00 AM
6:00 AM
7:00 AM
8:00 AM
9:00 AM
10:00 AM
11:00 AM
12:00 PM
1:00 PM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
8:00 PM
9:00 PM
10:00 PM
11:00 PM
Noise Level (dBA)
Location-1, 24-Hour Noise Monitoring Result (CNEL)
Leq CNEL
PROJECT: TTM 37858 Single Family Residential Project JOB #: 1742-2024-02 NOISE METER: Piccolo II SLM, 24-Hour Measurement DATE: 11/7/2023 BY: B. Morrison
Time Leq Lmax Lmin L2 L8 L25 L50
12:00 AM 43.8 60.8 33.6 53.4 46.9 41.9 39.3
1:00 AM 43.3 64.1 33.7 52.5 46.0 38.4 36.6
2:00 AM 42.1 59.8 33.7 51.9 46.1 39.1 36.8
3:00 AM 45.8 64.3 34.3 54.4 50.0 43.5 39.6
4:00 AM 48.4 66.0 35.7 57.6 53.4 46.3 41.3
5:00 AM 51.6 66.4 37.0 59.1 56.1 52.3 47.2
6:00 AM 54.3 71.9 39.1 61.1 58.0 54.8 50.9
7:00 AM 56.4 81.1 42.4 62.0 58.6 55.4 52.2
8:00 AM 51.6 70.0 40.5 58.4 55.2 52.0 48.9
9:00 AM 53.5 75.7 40.6 58.0 54.9 52.1 49.2
10:00 AM 50.6 65.2 41.7 57.7 54.2 50.9 48.1
11:00 AM 51.1 67.9 40.6 58.3 54.7 51.5 48.5
12:00 PM 50.8 66.0 42.1 57.2 54.0 51.3 49.0
1:00 PM 54.0 75.0 43.0 60.9 56.7 53.4 51.1
2:00 PM 55.7 76.3 43.8 62.7 58.8 55.3 52.7
3:00 PM 55.5 71.0 45.4 62.1 58.9 55.9 53.6
4:00 PM 59.1 70.9 46.8 65.4 63.0 60.2 56.8
5:00 PM 56.4 69.6 44.1 62.5 60.1 57.3 54.3
6:00 PM 54.1 67.0 44.3 60.3 57.0 54.6 52.5
7:00 PM 53.0 67.2 43.9 59.1 56.1 53.4 51.5
8:00 PM 52.2 69.1 40.7 61.0 55.5 51.8 49.0
9:00 PM 49.7 63.9 37.8 57.8 54.3 50.0 45.1
10:00 PM 48.9 69.4 34.7 55.9 52.5 48.6 44.7
11:00 PM 47.9 69.1 32.5 56.2 52.9 46.4 38.2
Daytime 54.2 81.1 34.7 60.7 57.5 54.4 51.6
Nighttime 49.1 71.9 32.5 56.9 53.2 48.8 44.4
1LOCATION:

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
12:00 AM
1:00 AM
2:00 AM
3:00 AM
4:00 AM
5:00 AM
6:00 AM
7:00 AM
8:00 AM
9:00 AM
10:00 AM
11:00 AM
12:00 PM
1:00 PM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
8:00 PM
9:00 PM
10:00 PM
11:00 PM
Decibel (dB)
Time
Location-1, 24 Hour Noise Monitoring Results (Leq, Ln)
Leq Lmax Lmin L2 L8 L25 L50
Project: Engineer: B. Morrison Date: 3/26/2024
JN: 1742-2024-02
Measurement Address: Northeast corner of Cactus Ave. and Bradshaw Cir. City: Moreno Valley, CA Location No.: 2 Notes:

47.0 Field Sheet - Noise Monitoring Location 2 Photo
TTM 37858 Single Family Residential
Project
Noise Monitoring Location 2 (L-2) was taken near the northeast corner of the project site, approximately 645 feet north of the centerline of Cactus Avenue.

Meter 2
Time Leq CNEL
12:00 AM 44.9 53.8
1:00 AM 38.3 53.8
2:00 AM 39.2 53.8
3:00 AM 41.6 53.8
4:00 AM 43.5 53.8
5:00 AM 44.5 53.8
6:00 AM 48.0 53.8
7:00 AM 46.7 53.8
8:00 AM 47.9 53.8
9:00 AM 49.8 53.8
10:00 AM 52.2 53.8
11:00 AM 57.7 53.8
12:00 PM 50.6 53.8
1:00 PM 55.6 53.8
2:00 PM 50.0 53.8
3:00 PM 53.5 53.8
4:00 PM 53.0 53.8
5:00 PM 51.1 53.8
6:00 PM 50.4 53.8
7:00 PM 49.9 53.8
8:00 PM 49.2 53.8
9:00 PM 50.6 53.8
10:00 PM 48.6 53.8
11:00 PM 40.0 53.8
Day Min: 46.7
Night Min 38.3

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
12:00 AM
1:00 AM
2:00 AM
3:00 AM
4:00 AM
5:00 AM
6:00 AM
7:00 AM
8:00 AM
9:00 AM
10:00 AM
11:00 AM
12:00 PM
1:00 PM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
8:00 PM
9:00 PM
10:00 PM
11:00 PM
Noise Level (dBA)
Location-2, 24-Hour Noise Monitoring Result (CNEL)
Leq CNEL
PROJECT: TTM 37858 Single Family Residential Project JOB #: 1742-2024-02 NOISE METER: Piccolo II SLM, 24-Hour Measurement DATE: 11/7/2023 BY: B. Morrison
Time Leq Lmax Lmin L2 L8 L25 L50
12:00 AM 44.9 71.4 32.7 47.6 42.9 39.9 37.7
1:00 AM 38.3 56.2 31.7 46.1 41.2 36.7 34.8
2:00 AM 39.2 54.3 31.9 47.3 43.0 38.6 35.9
3:00 AM 41.6 57.3 33.2 48.4 45.1 41.7 39.0
4:00 AM 43.5 56.3 34.8 50.2 47.4 44.4 41.3
5:00 AM 44.5 63.1 35.3 51.0 47.3 44.4 41.7
6:00 AM 48.0 68.2 37.3 52.3 49.9 47.8 46.1
7:00 AM 46.7 62.4 39.2 51.5 49.6 47.7 45.6
8:00 AM 47.9 62.6 36.6 54.4 50.9 48.2 46.0
9:00 AM 49.8 60.0 41.3 56.3 53.7 50.1 47.8
10:00 AM 52.2 73.3 37.1 62.9 52.0 46.4 43.1
11:00 AM 57.7 76.6 36.9 68.1 62.9 51.7 46.4
12:00 PM 50.6 70.0 38.1 60.4 52.2 48.0 44.8
1:00 PM 55.6 85.1 37.3 59.9 52.8 48.1 45.6
2:00 PM 50.0 70.7 37.4 57.3 53.7 50.0 47.2
3:00 PM 53.5 75.5 39.1 60.7 56.3 51.5 48.2
4:00 PM 53.0 74.4 42.4 59.9 56.0 52.5 50.1
5:00 PM 51.1 66.5 41.2 57.8 54.4 51.1 49.0
6:00 PM 50.4 69.5 41.6 58.0 52.1 49.7 47.7
7:00 PM 49.9 68.0 41.2 57.3 52.7 49.8 47.6
8:00 PM 49.2 65.2 38.4 57.5 51.7 47.9 45.4
9:00 PM 50.6 77.2 34.6 51.3 46.0 43.3 41.0
10:00 PM 48.6 75.9 32.6 50.7 44.9 41.5 38.8
11:00 PM 40.0 58.2 31.6 47.4 43.0 38.7 35.2
Daytime 52.1 85.1 32.6 60.2 54.8 49.4 46.6
Nighttime 43.6 71.4 31.6 49.3 45.9 43.0 40.7
2LOCATION:

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

Appendix C
Stationary Noise
Calculation Worksheets
NOISE BARRIER CALCULATIONS ‐ BASED UPON FHWA ‐ RD‐77‐108 PROJECT: TTM 37858 Single Family Residential Project JOB #: 1742‐2024‐02 SOURCE: HVAC DATE: 4/1/202 4
LOCATION: Nearest adjacent receptors (Northern Receptors) BY: B. Morrison NOISE INPUT DATA
OBS DIST= 200.0
DT WALL= 14.0
DT W/OB= 186.0
HTH WALL= 7.0 ********
BARRIER = 0.0 (0=WALL,1=BERM)
OBS HTH= 5.0
NOISE HTH= 3.0 BARRIER+
OBS EL  = 0.0 TOPO SHIELDING = ‐8.60
NOISE EL = 0.0 NOISE HTH EL= 3.0
DROP‐OFF= 15.0   (20 = 6 dBA PER DOUBLING OF DISTANCE)
DIST (FT) Leq Lmax L2 L8 L25 L50
REF  LEVEL 5 77.4 77.4 77.4 77.4 77.4 77.4
PROJ  LEVEL 200 53.4 53.4 53.4 53.4 53.4 53.4
SHIELDING 200 ‐8.6 ‐8.6 ‐8.6 ‐8.6 ‐8.6 ‐8.6
ADJ  LEVEL 200 44.
8 44.8 44.8 44.8 44.8 44.8
NOISE LEVEL REDUCTION DUE TO DISTANCE = ‐24.0308999
NOISE OUTPUT DATA (dBA)

Appendix D
Roadway Noise
Calculation Worksheets
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) PROJECT: TTM 37858 Single Family Residential Project JOB #: 1742-2024-02 ROADWAY: Cactus Avenue (Existing Without Project Conditions) DATE: 3/26/202 4 LOCATION: Nearest adjacent residential receptors ENGINEER: B. Morrison ADT = 40,600 RECEIVER DISTANCE = 45
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5.0
NEAR LANE/FAR LANE DIST 31 WALL DISTANCE FROM RECEIVER = 45 ROAD ELEVATION = 0.0 PAD ELEVATION = 0.0
GRADE = 0.0 % ROADWAY VIEW: LF ANGLE= -90
PK HR VOL = 4,06 0 RT ANGLE= 90
DF ANGLE= 180
AUTOMOBILES = 15 HTH WALL= 0.0
MEDIUM TRUCKS = 15 (10 = HARD SITE, 15 = SOFT SITE) AMBIENT= 0.0 HEAVY TRUCKS = 15 BARRIER = 0 (0 = WALL, 1 = BERM)

VEHICLE TYPE EVENING NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE AUTOMOBILES 0.040 0.180 0.9603 AUTOMOBILES 2.0 42.35

MEDIUM TRUCK
S 0.040 0.180 0.0166 MEDIUM TRUCKS 4.0 42.26
HEAVY TRUCKS 0.040 0.118 0.0231 HEAVY TRUCKS 8.0 42.35

VEHICLE TYPE PK HR LE Q DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.5 72.6 65.8 67.5 74.9 75.0
MEDIUM TRUCKS 64.6 62.7 55.8 57.6 65.0 65.1
HEAVY TRUCKS 70.2 68.4 61.5 61.4 69.4 69.6

NOISE LEVELS
(dBA) 76.2 74.3 67.4 68.8 76.3 76.5

VEHICLE TYPE PK HR LE Q DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.5 72.6 65.8 67.5 74.9 75.0
MEDIUM TRUCKS 64.6 62.7 55.8 57.6 65.0 65.1
HEAVY TRUCKS 70.2 68.4 61.5 61.4 69.4 69.6

NOISE LEVELS
(dBA) 76.2 74.3 67.4 68.8 76.3 76.5
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 121 261 563 1213
LDN 119 255 550 1186

NOISE IMPACTS (WITH TOPO AND BARRIER SHIELDING)

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA

SITE CONDITIONS WALL INFORMATION
VEHICLE MIX DATA MISC. VEHICLE INFO

0.780 - -

GRADE ADJUSTMENTDAY

NOISE CONTOUR (FT)
- -

0.00 0.780

0.780

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) PROJECT: TTM 37858 Single Family Residential Project JOB #: 1742-2024-02 ROADWAY: Cactus Avenue (Existing With Project Conditions) DATE: 3/26/202 4 LOCATION: Nearest adjacent residential receptors ENGINEER: B. Morrison ADT = 40,949 RECEIVER DISTANCE = 45
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5.0
NEAR LANE/FAR LANE DIST 31 WALL DISTANCE FROM RECEIVER = 45 ROAD ELEVATION = 0.0 PAD ELEVATION = 0.0
GRADE = 0.0 % ROADWAY VIEW: LF ANGLE= -90
PK HR VOL = 4,095 RT ANGLE= 90
DF ANGLE= 180
AUTOMOBILES = 15 HTH WALL= 0.0
MEDIUM TRUCKS = 15 (10 = HARD SITE, 15 = SOFT SITE) AMBIENT= 0.0 HEAVY TRUCKS = 15 BARRIER = 0 (0 = WALL, 1 = BERM)

VEHICLE TYPE EVENING NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE AUTOMOBILES 0.040 0.180 0.9603 AUTOMOBILES 2.0 42.35

MEDIUM TRUCK
S 0.040 0.180 0.0166 MEDIUM TRUCKS 4.0 42.26
HEAVY TRUCKS 0.040 0.118 0.0231 HEAVY TRUCKS 8.0 42.35

VEHICLE TYPE PK HR LE Q DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.5 72.7 65.8 67.6 74.9 75.1
MEDIUM TRUCKS 64.6 62.7 55.9 57.6 65.0 65.1
HEAVY TRUCKS 70.3 68.4 61.5 61.4 69.5 69.7

NOISE LEVELS
(dBA) 76.2 74.4 67.5 68.8 76.3 76.5

VEHICLE TYPE PK HR LE Q DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.5 72.7 65.8 67.6 74.9 75.1
MEDIUM TRUCKS 64.6 62.7 55.9 57.6 65.0 65.1
HEAVY TRUCKS 70.3 68.4 61.5 61.4 69.5 69.7

NOISE LEVELS
(dBA) 76.2 74.4 67.5 68.8 76.3 76.5
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 122 263 566 1220
LDN 119 257 553 1192

0.780 0.00

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE IMPACTS (WITH TOPO AND BARRIER SHIELDING)

NOISE CONTOUR (FT)

DAY GRADE ADJUSTMENT

0.780 - -

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA

SITE CONDITIONS WALL INFORMATION
VEHICLE MIX DATA MISC. VEHICLE INFO
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) PROJECT: TTM 37858 Single Family Residential Project JOB #: 1742-2024-02 ROADWAY: Cactus Avenue (Future Year Without Project Conditions) DATE: 3/26/202 4 LOCATION: Nearest adjacent residential receptors ENGINEER: B. Morrison ADT = 59,100 RECEIVER DISTANCE = 45
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5.0
NEAR LANE/FAR LANE DIST 31 WALL DISTANCE FROM RECEIVER = 45 ROAD ELEVATION = 0.0 PAD ELEVATION = 0.0
GRADE = 0.0 % ROADWAY VIEW: LF ANGLE= -90
PK HR VOL = 5,91 0 RT ANGLE= 90
DF ANGLE= 180
AUTOMOBILES = 15 HTH WALL= 0.0
MEDIUM TRUCKS = 15 (10 = HARD SITE, 15 = SOFT SITE) AMBIENT= 0.0 HEAVY TRUCKS = 15 BARRIER = 0 (0 = WALL, 1 = BERM)

VEHICLE TYPE EVENING NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE AUTOMOBILES 0.040 0.180 0.9603 AUTOMOBILES 2.0 42.35

MEDIUM TRUCK
S 0.040 0.180 0.0166 MEDIUM TRUCKS 4.0 42.26
HEAVY TRUCKS 0.040 0.118 0.0231 HEAVY TRUCKS 8.0 42.35

VEHICLE TYPE PK HR LE Q DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.1 74.3 67.4 69.2 76.5 76.7
MEDIUM TRUCKS 66.2 64.3 57.5 59.2 66.6 66.7
HEAVY TRUCKS 71.9 70.0 63.1 63.0 71.1 71.2

NOISE LEVELS
(dBA) 77.8 76.0 69.1 70.4 77.9 78.1

VEHICLE TYPE PK HR LE Q DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.1 74.3 67.4 69.2 76.5 76.7
MEDIUM TRUCKS 66.2 64.3 57.5 59.2 66.6 66.7
HEAVY TRUCKS 71.9 70.0 63.1 63.0 71.1 71.2

NOISE LEVELS
(dBA) 77.8 76.0 69.1 70.4 77.9 78.1
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 156 336 723 1558
LDN 152 328 707 1523

0.780 0.00

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE IMPACTS (WITH TOPO AND BARRIER SHIELDING)

NOISE CONTOUR (FT)

DAY GRADE ADJUSTMENT

0.780 - -

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA

SITE CONDITIONS WALL INFORMATION
VEHICLE MIX DATA MISC. VEHICLE INFO
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) PROJECT: TTM 37858 Single Family Residential Project JOB #: 1742-2024-02 ROADWAY: Cactus Avenue (Future Year With Project Conditions) DATE: 3/26/202 4 LOCATION: Nearest adjacent residential receptors ENGINEER: B. Morrison ADT = 59,449 RECEIVER DISTANCE = 45
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5.0
NEAR LANE/FAR LANE DIST 31 WALL DISTANCE FROM RECEIVER = 45 ROAD ELEVATION = 0.0 PAD ELEVATION = 0.0
GRADE = 0.0 % ROADWAY VIEW: LF ANGLE= -90
PK HR VOL = 5,945 RT ANGLE= 90
DF ANGLE= 180
AUTOMOBILES = 15 HTH WALL= 0.0
MEDIUM TRUCKS = 15 (10 = HARD SITE, 15 = SOFT SITE) AMBIENT= 0.0 HEAVY TRUCKS = 15 BARRIER = 0 (0 = WALL, 1 = BERM)

VEHICLE TYPE EVENING NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE AUTOMOBILES 0.040 0.180 0.9603 AUTOMOBILES 2.0 42.35

MEDIUM TRUCK
S 0.040 0.180 0.0166 MEDIUM TRUCKS 4.0 42.26
HEAVY TRUCKS 0.040 0.118 0.0231 HEAVY TRUCKS 8.0 42.35

VEHICLE TYPE PK HR LE Q DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.2 74.3 67.4 69.2 76.5 76.7
MEDIUM TRUCKS 66.2 64.4 57.5 59.2 66.6 66.8
HEAVY TRUCKS 71.9 70.0 63.1 63.1 71.1 71.3

NOISE LEVELS
(dBA) 77.9 76.0 69.1 70.5 78.0 78.1

VEHICLE TYPE PK HR LE Q DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.2 74.3 67.4 69.2 76.5 76.7
MEDIUM TRUCKS 66.2 64.4 57.5 59.2 66.6 66.8
HEAVY TRUCKS 71.9 70.0 63.1 63.1 71.1 71.3

NOISE LEVELS
(dBA) 77.9 76.0 69.1 70.5 78.0 78.1
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 156 337 726 1564
LDN 153 329 710 1529

0.780 0.00

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE IMPACTS (WITH TOPO AND BARRIER SHIELDING)

NOISE CONTOUR (FT)

DAY GRADE ADJUSTMENT

0.780 - -

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA

SITE CONDITIONS WALL INFORMATION
VEHICLE MIX DATA MISC. VEHICLE INFO

Appendix E
Exterior Noise/Land Use Compatibility
Calculation Worksheets
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) PROJECT: TTM 37858 Single Family Residential Project JOB #: 1742-2024-02 ROADWAY: Cactus Avenue (Future Year With Project Conditions) DATE: 3/26/202 4 LOCATION: Habitable backyards of first-row dwellings along Cactus Avenue (First Floor) ENGINEER: B. Morrison ADT = 59,449 RECEIVER DISTANCE = 60
SPEED = 50 DIST C/L TO WALL = 50
PK HR % = 10 RECEIVER HEIGHT = 5.0
NEAR LANE/FAR LANE DIST 31 WALL DISTANCE FROM RECEIVER = 10 ROAD ELEVATION = 0.0 PAD ELEVATION = 0.0
GRADE = 0.0 % ROADWAY VIEW: LF ANGLE= -90
PK HR VOL = 5,945 RT ANGLE= 90
DF ANGLE= 180
AUTOMOBILES = 15 HTH WALL= 6.0
MEDIUM TRUCKS = 15 (10 = HARD SITE, 15 = SOFT SITE) AMBIENT= 0.0 HEAVY TRUCKS = 15 BARRIER = 0 (0 = WALL, 1 = BERM)

VEHICLE TYPE EVENING NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE AUTOMOBILES 0.040 0.180 0.9603 AUTOMOBILES 2.0 57.75

MEDIUM TRUCK
S 0.040 0.180 0.0166 MEDIUM TRUCKS 4.0 57.63
HEAVY TRUCKS 0.040 0.118 0.0231 HEAVY TRUCKS 8.0 57.63

VEHICLE TYPE PK HR LE Q DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.1 72.3 65.4 67.2 74.5 74.7
MEDIUM TRUCKS 64.2 62.3 55.5 57.2 64.6 64.7
HEAVY TRUCKS 69.9 68.0 61.1 61.1 69.1 69.3

NOISE LEVELS
(dBA) 75.8 74.0 67.1 68.5 75.9 76.1

VEHICLE TYPE PK HR LE Q DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.9 66.0 59.2 60.9 68.3 68.4
MEDIUM TRUCKS 58.5 56.6 49.8 51.5 58.9 59.0
HEAVY TRUCKS 64.8 62.9 56.0 56.0 64.0 64.2

NOISE LEVELS
(dBA) 69.9 68.0 61.1 62.5 70.0 70.2
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 153 330 710 1530
LDN 150 322 694 1495
VEHICLE MIX DATA MISC. VEHICLE INFO

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA

SITE CONDITIONS WALL INFORMATION

NOISE CONTOUR (FT)

DAY GRADE ADJUSTMENT

0.780 - -

0.780 0.00

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE IMPACTS (WITH TOPO AND BARRIER SHIELDING)
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) PROJECT: TTM 37858 Single Family Residential Project JOB #: 1742-2024-02 ROADWAY: Cactus Avenue (Future Year With Project Conditions) DATE: 3/26/202 4 LOCATION: Habitable backyards of first-row dwellings along Cactus Avenue (Second Floor) ENGINEER: B. Morrison ADT = 59,449 RECEIVER DISTANCE = 60
SPEED = 50 DIST C/L TO WALL = 50
PK HR % = 10 RECEIVER HEIGHT = 15.0
NEAR LANE/FAR LANE DIST 31 WALL DISTANCE FROM RECEIVER = 10 ROAD ELEVATION = 0.0 PAD ELEVATION = 0.0
GRADE = 0.0 % ROADWAY VIEW: LF ANGLE= -90
PK HR VOL = 5,945 RT ANGLE= 90
DF ANGLE= 180
AUTOMOBILES = 15 HTH WALL= 6.0
MEDIUM TRUCKS = 15 (10 = HARD SITE, 15 = SOFT SITE) AMBIENT= 0.0 HEAVY TRUCKS = 15 BARRIER = 0 (0 = WALL, 1 = BERM)

VEHICLE TYPE EVENING NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE AUTOMOBILES 0.040 0.180 0.9603 AUTOMOBILES 2.0 59.40

MEDIUM TRUCK
S 0.040 0.180 0.0166 MEDIUM TRUCKS 4.0 59.00
HEAVY TRUCKS 0.040 0.118 0.0231 HEAVY TRUCKS 8.0 58.38

VEHICLE TYPE PK HR LE Q DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.0 72.1 65.2 67.0 74.3 74.5
MEDIUM TRUCKS 64.1 62.2 55.3 57.1 64.4 64.6
HEAVY TRUCKS 69.8 67.9 61.0 61.0 69.0 69.2

NOISE LEVELS
(dBA) 75.7 73.8 66.9 68.3 75.8 75.9

VEHICLE TYPE PK HR LE Q DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.0 72.1 65.2 67.0 74.3 74.5
MEDIUM TRUCKS 64.1 62.2 55.3 57.1 64.4 64.6
HEAVY TRUCKS 69.8 67.9 61.0 61.0 69.0 69.2

NOISE LEVELS
(dBA) 75.7 73.8 66.9 68.3 75.8 75.9
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 149 322 693 1493
LDN 146 314 677 1459
VEHICLE MIX DATA MISC. VEHICLE INFO

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA

SITE CONDITIONS WALL INFORMATION

NOISE CONTOUR (FT)

DAY GRADE ADJUSTMENT

0.780 - -

0.780 0.00

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

NOISE IMPACTS (WITH TOPO AND BARRIER SHIELDING)

Appendix F
Construction Noise and Vibration
Calculation Worksheets
Report date: 3/27/2024
Case Description: TTM 37858 Single Family Residential Project Description Land Use Daytime Evening Night
Site Preparation Residential 46.7 46.7 46.7
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Tractor No 100 84 192 0
Tractor No 100 84 192 0
Equipment *Lmax Leq
Tractor 72.3 72.3
Tractor 72.3 72.3
Total 72.3 75.3
*Calculated Lmax is the Loudest value.

Results
Calculated (dBA)
Equipment
---- Receptor #1 ----
Baselines (dBA)
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: TTM 37858 Single Family Residential Project Description Land Use Daytime Evening Night
Site Preparation Residential 46.7 46.7 46.7
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Grader No 100 85 192 0
Tractor No 100 84 192 0
Equipment *Lmax Leq
Grader 73.3 73.3
Tractor 72.3 72.3
Total 73.3 75.9
*Calculated Lmax is the Loudest value.

Results
Calculated (dBA)
Equipment
---- Receptor #1 ----
Baselines (dBA)
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: TTM 37858 Single Family Residential Project Description Land Use Daytime Evening Night
Building Construction Residential 46.7 46.7 46.7
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Tractor No 100 84 192 0
Tractor No 100 84 192 0
Equipment *Lmax Leq
Tractor 72.3 72.3
Tractor 72.3 72.3
Total 72.3 75.3
*Calculated Lmax is the Loudest value.

Results
Calculated (dBA)
Equipment
---- Receptor #1 ----
Baselines (dBA)
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: TTM 37858 Single Family Residential Project Description Land Use Daytime Evening Night
Paving Residential 46.7 46.7 46.7
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Tractor No 100 84 192 0
Roller No 100 80 192 0
Equipment *Lmax Leq
Tractor 72.3 72.3
Roller 68.3 68.3
Total 72.3 73.8
*Calculated Lmax is the Loudest value.

Results
Calculated (dBA)
Equipment
---- Receptor #1 ----
Baselines (dBA)
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 3/27/2024
Case Description: TTM 37858 Single Family Residential Project Description Land Use Daytime Evening Night
Architectural Coating Residential 46.7 46.7 46.7
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Compressor (air) No 100 77.7 192 0
Equipment *Lmax Leq
Compressor (air) 66 66
Total 66 66
*Calculated Lmax is the Loudest value.

Results
Calculated (dBA)
Equipment
---- Receptor #1 ----
Baselines (dBA)
Roadway Construction Noise Model (RCNM),Version 1.1
VIBRATION IMPACTS FROM CONSTRUCTION AND OPERATIONS
TTM 37858 Single Family Residential Project JOB #:

DATE:

Nearest adjacent structures ENGINEER:

PPV = 0.063 in/sec
Equipment Type = 2
PPVref = 0.089
D = 34.00
n = 1.10
Type
1 2
3 4
5 6
7 LOCATION: B. Morrison
VIBRATION INPUT/OUTPUT DATA
PROJECT: 1742‐2024‐02
ACTIVITY: 3/27/2024
OTHER CONSTRUCTION EQUIPMENT
PPV = PPVref(25/D)n (in/sec)
Large Bulldozer
Reference PPV at 25 ft.

0.035
Small Bulldozer 0.003
Distance from Equipment to receiver in ft.

Vibration attenuation rate through the ground
EQUIPMENT PPV REFERENCE LEVELS
Equipment Reference PPV
Vibratory Roller 0.210
Large Bulldozer 0.089
Caisson Drilling 0.089
Vibration Impact Study
Crack and Seat 2.400
Loaded Trucks 0.076
Jackhammer
VIBRATION IMPACTS FROM CONSTRUCTION AND OPERATIONS
TTM 37858 Single Family Residential Project JOB #:

DATE:

Nearest adjacent structures ENGINEER:

PPV = 0.048 in/sec
Equipment Type = 1
PPVref = 0.210
D = 95.00
n = 1.10
Type
1 2
3 4
5 6
7 LOCATION: B. Morrison
VIBRATION INPUT/OUTPUT DATA
PROJECT: 1742‐2024‐02
ACTIVITY: 3/27/2024Vibration Impact Study
OTHER CONSTRUCTION EQUIPMENT
PPV = PPVref(25/D)n (in/sec)
Vibratory Roller
Reference PPV at 25 ft.

Distance from Equipment to receiver in ft.

Vibration attenuation rate through the ground
EQUIPMENT PPV REFERENCE LEVELS
Equipment Reference PPV
Vibratory Roller 0.210
Large Bulldozer 0.089
Caisson Drilling 0.089
Loaded Trucks 0.076
Jackhammer 0.035
Small Bulldozer 0.003
Crack and Seat 2.400
VIBRATION IMPACTS FROM CONSTRUCTION AND OPERATIONS
TTM 37858 Single Family Residential Project JOB #:

DATE:

Nearest adjacent structures ENGINEER:

PPV = 0.054 in/sec
Equipment Type = 4
PPVref = 0.076
D = 34.00
n = 1.10
Type
1 2
3 4
5 6
7 LOCATION: B. Morrison
VIBRATION INPUT/OUTPUT DATA
PROJECT: 1742‐2024‐02
ACTIVITY: 3/27/2024
OTHER CONSTRUCTION EQUIPMENT
PPV = PPVref(25/D)n (in/sec)
Loaded Trucks
Reference PPV at 25 ft.

0.035
Small Bulldozer 0.003
Distance from Equipment to receiver in ft.

Moreno Valley City CouncilFebruary 17, 2026

Moreno Valley City Council
February 17, 2026