NOISE GROUNDBORNE VIBRATION IMPACT ANALYSIS

NO I S E & GR O U N D B O R N E

V I B R A T I O N IM P A C T AN A L Y S IS

F O R

S A N J O A Q U I N B R I D G E O N I T A L I A N B A R R O A D

R E P L A C E M E N T P R O J E C T ( B R I D G E N O . 4 2 C - 0 2 6 1 )

F R E S N O C O U N T Y , C A

MARCH 2015

PREPARED FOR:

AREA WEST ENVIRONMENTAL, INC. 7006 ANICE STREET

ORANGEVALE, CA 95662

PREPARED BY:

612 12TH STREET, SUITE 201 PASO ROBLES, CA 93446 WWW.AMBIENTCA.COM

Noise & Groundborne Vibration Impact Analysis AMBIENT Air Quality & Noise Consulting San Joaquin Bridge on Italian Bar Road Replacement Project February 2015 i

TABLE OF CONTENTS

Introduction ........................................................................................................................................................ 1 Proposed Project Summary ......................................................................................................................... 1

Existing Setting .................................................................................................................................................... 1 Noise ................................................................................................................................................................ 1 Ground-borne Vibration .............................................................................................................................. 6 Affected Environment .................................................................................................................................. 7 Regulatory Framework ................................................................................................................................. 8

Impacts And Mitigation Measures ................................................................................................................. 9 References........................................................................................................................................................ 15

LIST OF FIGURES

Figure 1 Project Location & Area of Potential Effect ................................................................................ 2 Figure 2 Common Noise Levels ..................................................................................................................... 4 LIST OF TABLES Table 1 Common Acoustical Descriptors .................................................................................................. 6 Table 2 Vibration Criteria for Structural Damage ..................................................................................... 7 Table 3 Vibration Criteria for Human Annoyance ................................................................................... 7 Table 4 Summary of Short-term Noise Measurement Surveys ................................................................ 8 Table 5 Representative Vibration Source Levels for Construction Equipment ................................. 11 Table 6 Typical Construction Activity & Equipment Noise Levels ........................................................ 12

Noise & Groundborne Vibration Impact Analysis AMBIENT Air Quality & Noise Consulting San Joaquin Bridge on Italian Bar Road Replacement Project February 2015 ii

LIST OF COMMON TERMS AND ACRONYMS ANSI Acoustical National Standards Institute, Inc. Caltrans California Department of Transportation CEQA California Environmental Quality Act CNEL Community Noise Equivalent Level dB Decibels dBA A-Weighted Decibels FHWA Federal Highway Administration FTA Federal Transit Administration Hz Hertz HVAC Heating Ventilation & Air Conditioning in/sec Inches per Second Ldn Day-Night Level Leq Energy-Equivalent Sound Level Lmax Maximum Sound Level OPR California Office of Planning & Research Pk-Hr Peak Hour ppv Peak Particle Velocity U.S. EPA United States Environmental Protection Agency

Noise & Groundborne Vibration Impact Analysis AMBIENT Air Quality & Noise Consulting San Joaquin Bridge on Italian Bar Road Replacement Project February 2015 1

INTRODUCTION This report provides a discussion of the existing environmental setting, applicable regulatory requirements pertaining to noise and ground-borne vibration, and evaluates potential noise and ground-borne vibration impacts associated with implementation of the proposed project.

PROPOSED PROJECT SUMMARY

The County of Fresno is proposing the Italian Bar Bridge Project (Project). The project proposes to replace the existing five-span steel girder and steel truss structure (Bridge No. 42C-0261) over Redinger Lake (San Joaquin River). The Project is located on Italian Bar Road approximately 6.1 miles south of Mammoth Road. The project location is depicted in Figure 1.

The existing bridge crosses Redinger Lake which is part of the San Joaquin River. The approximate centerline of the river serves as the boundary between Fresno and Madera Counties. The existing bridge average daily traffic (ADT) is 109 and accommodates access to a hydroelectric power plant 1.5 miles upstream along the river.

The primary objective of this project is to replace a structurally deficient structure to improve public safety and increase the load carrying capacity along the route. Since the existing bridge has reached the end of its lifespan, a repair/rehabilitation would represent a questionable investment of limited long term value to the County.

PROJECT CONSTRUCTION

Construction is anticipated to occur over an approximate two-year period, Project construction will involve excavation, paving, and demolition of the existing bridge. Pile driving and blasting may also be required. Pile driving and blasting would likely occur on weekdays over an approximate two-week period between the hours of 9:00 a.m. and 4:00 p.m.

EXISTING SETTING

NOISE

ACOUSTIC FUNDAMENTALS

Noise is generally defined as sound that is loud, disagreeable, or unexpected. Sound is mechanical energy transmitted in the form of a wave because of a disturbance or vibration. Sound levels are described in terms of both amplitude and frequency.

Amplitude

Amplitude is defined as the difference between ambient air pressure and the peak pressure of the sound wave. Amplitude is measured in decibels (dB) on a logarithmic scale. For example, a 65 dB source of sound, such as a truck, when joined by another 65 dB source results in a sound amplitude of 68 dB, not 130 dB (i.e., doubling the source strength increases the sound pressure by 3 dB). Amplitude is interpreted by the ear as corresponding to different degrees of loudness. Laboratory measurements correlate a 10 dB increase in amplitude with a perceived doubling of loudness and establish a 3 dB change in amplitude as the minimum audible difference perceptible to the average person.


Figure 1 Project Location & Area of Potential Effect

Source: Quincy Engineering 2015


Frequency

The frequency of a sound is defined as the number of fluctuations of the pressure wave per second. The unit of frequency is the Hertz (Hz). One Hz equals one cycle per second. The human ear is not equally sensitive to sound of different frequencies. For instance, the human ear is more sensitive to sound in the higher portion of this range than in the lower and sound waves below 16 Hz or above 20,000 Hz cannot be heard at all. To approximate the sensitivity of the human ear to changes in frequency, environmental sound is usually measured in what is referred to as “A-weighted decibels” (dBA). On this scale, the normal range of human hearing extends from about 10 dBA to about 140 dBA (U.S. EPA 1971). Common community noise sources and associated noise levels, in dBA, are depicted in Figure 2.

Addition of Decibels

Because decibels are logarithmic units, sound levels cannot be added or subtracted through ordinary arithmetic. Under the decibel scale, a doubling of sound energy corresponds to a 3-dB increase. In other words, when two identical sources are each producing sound of the same loudness, the resulting sound level at a given distance would be 3 dB higher than one source under the same conditions. For example, if one automobile produces a sound level of 70 dB when it passes an observer, two cars passing simultaneously would not produce 140 dB; rather, they would combine to produce 73 dB. Under the decibel scale, three sources of equal loudness together would produce an increase of 5 dB.

Sound Propagation & Attenuation

Geometric Spreading

Sound from a localized source (i.e., a point source) propagates uniformly outward in a spherical pattern. The sound level decreases (attenuates) at a rate of approximately 6 decibels for each doubling of distance from a point source. Highways consist of several localized noise sources on a defined path, and hence can be treated as a line source, which approximates the effect of several point sources.

Noise from a line source propagates outward in a cylindrical pattern, often referred to as cylindrical spreading. Sound levels attenuate at a rate of approximately 3 decibels for each doubling of distance from a line source, depending on ground surface characteristics. For acoustically hard sites (i.e., sites with a reflective surface between the source and the receiver, such as a parking lot or body of water), no excess ground attenuation is assumed.

For acoustically absorptive or soft sites (i.e., those sites with an absorptive ground surface between the source and the receiver, such as soft dirt, grass, or scattered bushes and trees), an excess ground-attenuation value of 1.5 decibels per doubling of distance is normally assumed. When added to the cylindrical spreading, the excess ground attenuation for soft surfaces results in an overall attenuation rate of 4.5 decibels per doubling of distance from the source.


Figure 2 Common Noise Levels

Source: Caltrans 2015


Atmospheric Effects

Receptors located downwind from a source can be exposed to increased noise levels relative to calm conditions, whereas locations upwind can have lowered noise levels. Sound levels can be increased at large distances (e.g., more than 500 feet) from the highway due to atmospheric temperature inversion (i.e., increasing temperature with elevation). Other factors such as air temperature, humidity, and turbulence can also have significant effects.

Shielding by Natural or Human-Made Features

A large object or barrier in the path between a noise source and a receiver can substantially attenuate noise levels at the receiver. The amount of attenuation provided by shielding depends on the size of the object and the frequency content of the noise source. Natural terrain features (e.g., hills and dense woods) and human-made features (e.g., buildings and walls) can substantially reduce noise levels. Walls are often constructed between a source and a receiver specifically to reduce noise. A barrier that breaks the line of sight between a source and a receiver will typically result in minimum 5 dB of noise reduction. Taller barriers provide increased noise reduction.

NOISE DESCRIPTORS

The decibel scale alone does not adequately characterize how humans perceive noise. The dominant frequencies of a sound have a substantial effect on the human response to that sound. Although the intensity (energy per unit area) of the sound is a purely physical quantity, the loudness or human response is determined by the characteristics of the human ear.

Human hearing is limited in the range of audible frequencies as well as in the way it perceives the sound-pressure level in that range. In general, people are most sensitive to the frequency range of 1,000–8,000 Hz, and perceive sounds within that range better than sounds of the same amplitude in higher or lower frequencies. To approximate the response of the human ear, sound levels of individual frequency bands are weighted, depending on the human sensitivity to those frequencies, which is referred to as the “A-weighted” sound level (expressed in units of dBA). The A-weighting network approximates the frequency response of the average young ear when listening to most ordinary sounds. When people make judgments of the relative loudness or annoyance of a sound, their judgments correlate well with the A-scale sound levels of those sounds. Other weighting networks have been devised to address high noise levels or other special problems (e.g., B-, C-, and D-scales), but these scales are rarely used in conjunction with environmental noise.

The intensity of environmental noise fluctuates over time, and several descriptors of time-averaged noise levels are typically used. For the evaluation of environmental noise, the most commonly used descriptors are Leq, Ldn, and CNEL. The energy-equivalent noise level, Leq, is a measure of the average energy content (intensity) of noise over any given period. Many communities use 24-hour descriptors of noise levels to regulate noise. The day-night average noise level, Ldn, is the 24-hour average of the noise intensity, with a 10-dBA “penalty” added for nighttime noise (10 p.m. to 7 a.m.) to account for the greater sensitivity to noise during this period. CNEL, the community equivalent noise level, is similar to Ldn but adds an additional 5-dBA penalty for evening noise (7 p.m. to 10 p.m.) The calculated CNEL is typically approximately 0.5 dBA higher than the calculated Ldn. Common noise level descriptors are summarized in Table 1.


Table 1 Common Acoustical Descriptors

Descriptor Definition

Energy Equivalent Noise Level (Leq)

The energy mean (average) noise level. The instantaneous noise levels during a specific period of time in dBA are converted to relative energy values. From the sum of the relative energy values, an average energy value (in dBA) is calculated.

Minimum Noise Level (Lmin)

The minimum instantaneous noise level during a specific period of time.

Maximum Noise Level (Lmax)

The maximum instantaneous noise level during a specific period of time.

Day-Night Average Noise Level (DNL or Ldn)

The DNL was first recommended by the US EPA in 1974 as a “simple, uniform and appropriate way” of measuring long term environmental noise. DNL takes into account both the frequency of occurrence and duration of all noise events during a 24-hour period with a 10 dBA “penalty” for noise events that occur between the more noise-sensitive hours of 10:00 p.m. and 7:00 a.m. In other words, 10 dBA is “added” to noise events that occur in the nighttime hours to account for increases sensitivity to noise during these hours.

Community Noise Equivalent Level (CNEL)

The CNEL is similar to the Ldn described above, but with an additional 5 dBA “penalty” added to noise events that occur between the hours of 7:00 p.m. to 10:00 p.m. The calculated CNEL is typically approximately 0.5 dBA higher than the calculated Ldn.

GROUND-BORNE VIBRATION

Vibration is like noise in that it involves a source, a transmission path, and a receiver. While vibration is related to noise, it differs in that noise is generally considered to be pressure waves transmitted through air, whereas vibration usually consists of the excitation of a structure or surface. As with noise, vibration consists of an amplitude and frequency. A person’s perception to the vibration will depend on their individual sensitivity to vibration, as well as the amplitude and frequency of the source and the response of the system which is vibrating. Vibration can be measured in terms of acceleration, velocity, or displacement.

The effects of ground-borne vibration levels, with regard to human annoyance and structural damage, is influenced by various factors, including ground type, distance between source and receptor, and duration. Overall effects are also influenced by the type of the vibration event, defined as either continuous or transient. Continuous vibration events would include most construction equipment, including pile drivers, and compactors; whereas, transient sources of vibration create single isolated vibration events, such as demolition ball drops and blasting. Threshold criteria for continuous and transient events are summarized in Tables 2 and 3, respectively.

As indicated in Table 2, the threshold at which there is a risk to normal structures from continuous events is 0.3 in/sec ppv for older residential structures and 0.5 in/sec ppv for newer building construction. A threshold of 0.5 in/sec ppv also represents the structural damage threshold


applied to older structures for transient vibration sources. With regard to human perception (refer to Table 3), vibration levels would begin to become distinctly perceptible at levels of 0.04 in/sec ppv for continuous events and 0.25 in/sec ppv for transient events.

Table 2 Vibration Criteria for Structural Damage

Structure and Condition

Maximum Vibration Level (in/sec ppv) Transient Sources

Continuous/Frequent Intermittent Sources

Extremely fragile historic buildings, ruins, ancient monuments 0.12 0.08 Fragile buildings 0.2 0.1 Historic and some old buildings 0.5 0.25 Older residential structures 0.5 0.3 Newer residential structures 1.0 0.5 Modern industrial/commercial buildings 2.0 0.5 Notes: Transient sources create a single isolated vibration event, such as blasting or ball drops. Continuous/frequent intermittent sources include pile drivers, pogo-stick compactors, and vibratory pile drivers,

Table 3 Vibration Criteria for Human Annoyance

Human Response

Maximum Vibration Level (in/sec ppv) Transient Sources

Continuous/Frequent Intermittent Sources

Barely perceptible 0.04 0.01 Distinctly perceptible 0.25 0.04 Strongly perceptible 0.9 0.1 Severe 2.0 0.4 Notes: Transient sources create a single isolated vibration event, such as blasting or ball drops. Continuous/frequent intermittent sources include pile drivers, pogo-stick compactors, and vibratory pile drivers,

AFFECTED ENVIRONMENT

NOISE-SENSITIVE LAND USES

Noise-sensitive land uses are generally considered to include those uses where noise exposure could result in health-related risks to individuals, as well as places where quiet is an essential element of their intended purpose. Residential dwellings are of primary concern because of the potential for increased and prolonged exposure of individuals to both interior and exterior noise levels. Additional land uses such as parks, historic sites, cemeteries, and recreation areas are also considered sensitive to increases in exterior noise levels. Schools, churches, hotels, libraries, and other places where low interior noise levels are essential are also considered noise-sensitive land uses.

Noise-sensitive land uses located in the project vicinity consist largely of rural residential dwellings, the nearest of which are located approximately one mile southeast of the project area along Upper Redinger Road. In addition, the U.S. Forest Service’s Redinger Campground is located near the Redinger Lake Dam, approximately 3.5 miles west of the project site.


AMBIENT NOISE ENVIRONMENT

To document existing ambient noise levels in the project area, short-term noise measurements were conducted on April 25th, 2014. Noise measurement surveys were conducted using a Larson Davis Laboratories, Type I, Model 820 integrating sound-level meter. The meter was calibrated before use and is certified to be in compliance with ANSI specifications. Measured noise levels are summarized in Table 4.

Based on the measurements conducted, average-hourly noise levels (in Leq) in the general vicinity of the project site are relatively low, ranging from the mid to upper 30’s. Noise levels were influenced primarily by birds and occasional vehicle traffic.

Table 4 Summary of Short-term Noise Measurement Surveys

REGULATORY FRAMEWORK

CALIFORNIA DEPARTMENT OF TRANSPORTATION

Caltrans Standard Specifications Section 14-8.02 requires the following mandatory noise abatement measures:

• Per Section 14-8.02 Noise Control, do not exceed 86 dBA at 50 feet from the job site activities from 9 p.m. to 6 a.m.

• Each internal combustion engine, used for any purpose on the job, or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine shall be operated on the job site without an appropriate muffler.

COUNTY OF FRESNO

Fresno County’s Code of Ordinances (Title 8, Chapter 8.40-Noise Control, Section 8.40.060) includes various provisions for the control of adverse noise levels. Construction noise levels that occur between 6:00 a.m. and 9:00 p.m. on weekdays, and between 7:00 a.m. and 5:00 p.m. on Saturday or Sunday, are exempt from the County’s noise regulations. Fresno County does not have adopted criteria pertaining to construction-generated groundborne vibration.

COUNTY OF MADERA

Madera County does not have adopted criteria pertaining to construction-generated noise or groundborne vibration. However, based on a review of environmental documentation for

Location Monitoring

Period

Noise Levels (dBA)

Leq Lmax

Approximately 20 feet from centerline of Italian Bar Road, approximately 285 feet west of Italian Bar Road Bridge over Redinger Lake.

12:02-12:22 14:08-14:18

36.3 38.2

48.7 51.4

Approximately 50 feet from centerline of Italian Bar Road, approximately 130 feet west of Upper Redinger Road.

13:15-13:25 38.8 50.2

Ambient noise measurements were conducted using a Larson Davis Laboratories, Type I, Model 820 integrating sound-level meter on April 25, 2014.


various development projects, the County typically restricts noise-generating construction activities to the daytime hours. These hourly restrictions are generally consistent with those imposed by the County of Fresno.

IMPACTS AND MITIGATION MEASURES THRESHOLDS OF SIGNIFICANCE

In accordance with CEQA Guidelines Appendix G Initial Study Checklist, a project would be considered to have a significant impact if it would:

1) Result in exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies?

2) Result in exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels?

3) Result in a substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project?

4) Result in a substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project?

5) If located within an airport plan area, expose people residing or working in the project area to excessive noise levels? or, if located within the vicinity of a private airstrip, expose people residing or working in the project area to excessive noise levels?

METHODOLOGY

Short-term noise impacts associated with construction activities were analyzed based on typical construction equipment noise levels and distances to the nearest noise-sensitive land uses. Construction-generated noise levels were based on data obtained from the Federal Highway Administration’s (FHWA) Roadway Construction Noise Model. Ground-borne vibration levels were analyzed based on representative monitoring data and ground-borne vibration thresholds for structural damage and human annoyance obtained from Caltrans.

PROJECT IMPACTS

IMPACT NOISE-1: Would the project result in exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies?

Implementation of the proposed project would not result in a significant long-term noise impact to nearby noise-sensitive land uses. However, short-term construction related noise levels could potentially adversely affect nearby noise-sensitive land uses. For residential land uses, activities occurring during the more noise-sensitive nighttime hours would be of particular concern given the potential for increased levels of sleep disruption to occupants of nearby residential dwellings. Construction activities occurring during the nighttime hours would, therefore, be considered to have a potentially significant impact. Implementation of Mitigation Measure Noise-1 would reduce this impact to a less-than-significant level. Refer to Impact Noise-4 for additional discussions of short-term noise impacts.


IMPACT NOISE-2: Would the project result in exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels?

The proposed project would involve various activities, including excavation, blasting, pile driving, paving, and demolition. Ground-borne vibration levels would be primarily associated with blasting, pile driving, and off-road equipment operations. Vibration levels associated with these activities and potential impacts are discussed, as follows: Blasting

As discussed earlier in this report, blasting events would be categorized as a transient vibration event. For transient sources, a threshold of 0.5 in/sec ppv would represent the level at which structural damage could potentially occur to older or more fragile structures (Table 2). However, it is important to note that a structural-damage threshold of 2.0 in/sec ppv is often applied specific to blasting activities. This threshold is based on extensive monitoring under varying conditions and reflects the level which most structures would be considered “safe” from any vibration-induced damage (Caltrans 2002). However, human response to vibrations can be considered disturbing at levels that are well below the structural safety levels. With regard to human perception, vibration levels would begin to become distinctly perceptible at levels of 0.25 in/sec ppv (Table 3).

Based on measurement data obtained at various blast sites, the distance at which vibration-induced damage to most structures, excluding fragile or historic structures, could occur would not extend beyond approximately 115 feet from the blast location. A conservative distance of 328 feet would be sufficient to protect against damage for all structures. Based on these same measurements, perceptible increases in ground vibration from blasting have been noted at distances up to approximately 900 feet with a majority of the complaints received occurring at distances of up to 500 feet from the blast location (Caltrans 2001).

Pile Driving

Pile driving is considered a continuous/frequent intermittent source of vibration. The potential for impacts related to ground-borne vibration are typically limited to locations in relatively close proximity to the activity. For instance, based on measurement data obtained from various locations, pile driving levels often exceed 0.2 in/sec ppv at distances of 50 feet and 0.5 in/sec ppv at 25 feet. As noted in Table 2, a threshold level of 0.3 in/sec ppv is typical for the prevention of structural damage for most older structures, excluding fragile and historic structures. For newer structures the acceptable threshold increases to 0.5 in/sec ppv (Caltrans 2002, 2004).

For typical pile driving activities conducted in hard soil and rock conditions, groundborne vibration levels would be approximately 0.04 in/sec ppv at roughly 400 feet. A threshold of 0.04 in/sec ppv is commonly considered the level at which ground-borne vibration levels associated with pile driving would become distinctly perceptible (Table 3).

Off-road Equipment

Construction activities would also require the use of various off-road equipment, such as tractors, concrete mixers, and haul trucks. Groundborne vibration levels associated with representative construction equipment are summarized in Table 5. Based on the vibration levels presented in Table 5, ground vibration generated by construction equipment would be approximately 0.2


in/sec ppv, or less, at 25 feet. The highest levels would decrease to approximately 0.04 in/sec ppv at 125 feet.

Table 5 Representative Vibration Source Levels for Construction Equipment

Equipment Peak Particle Velocity

at 25 Feet (In/Sec)

Vibratory Roller 0.210

Large Bulldozer 0.089

Caisson Drilling 0.089

Loaded Trucks 0.076

Jackhammer 0.035

Small Bulldozers 0.003

Source: FTA 2006, Caltrans 2004

Impact Summary

As previously noted, sensitive land uses located in the project vicinity consist largely of rural residential dwellings, the nearest of which are located approximately one mile southeast of the project area, off Upper Redinger Road and Italian Bar Road. No structures have been identified within the project area that could be adversely affected by ground-borne vibration levels. As a result, construction-generated ground-borne vibration levels would not exceed the recommended criteria for structural damage or human annoyance at these nearest structures. This impact would be considered less than significant.

IMPACT NOISE-3: Would the project result in a substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project?

The proposed project is a bridge replacement project. The proposed project would not result in a redistribution of vehicle traffic on area roadways, nor would the project result in changes in roadway capacity or vehicle speed limits along area roadways. As a result, the proposed project would not result in any long-term changes in ambient noise levels. No impact.

IMPACT NOISE-4: Would the project result in a substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project?

The proposed project would involve various activities, including excavation, blasting, pile driving, paving, and demolition. Noise levels typically generated by construction activities and equipment are summarized in Table 6.


Table 6

Typical Construction Activity & Equipment Noise Levels

Equipment Typical Noise Level (dBA Lmax) 50 feet from Source

Air Compressor 81

Backhoe 80

Blasting 94

Compactor 82

Concrete Mixer 85

Concrete Vibrator 76

Crane, Mobile 83

Dozer 85

Generator 81

Grader 85

Impact Wrench 85

Jack Hammer 88

Loader 85

Truck 88

Paver 89

Pile Driver 101

Pneumatic Tool 85

Rock Drill 85

Roller 74

Welder/Torch 73

Saw 76

Sources: FTA 2006

As depicted in Table 6, instantaneous noise levels generated during construction would range from approximately 73 dBA to 101 dBA at 50 feet (FTA 2006). The highest noise levels anticipated to occur would be associated with blasting and pile driving activities, which would generate noise levels of approximately 94 to 101 dBA Lmax at 50 feet. Based on the maximum instantaneous noise levels identified above and typical usage rates, average-hourly noise levels for blasting and pile driving activities would range from approximately 74 to 94 dBA Leq at 50 feet. Predicted average-hourly noise levels for other construction activities, such as excavation, paving, and demolition activities, would be approximately 78 dBA Leq, or less, at 50 feet. Short-term increases in vehicle traffic, including worker commute trips and haul truck trips may also result in temporary increases in ambient noise levels.


Noise-sensitive land uses located in the project vicinity consist largely of rural residential dwellings, the nearest of which are located approximately one mile southeast of the project area, off Upper Redinger Road and Italian Bar Road. These nearest residential land uses are also located within approximately 900 feet of the proposed Old School construction staging area. In addition, the U.S. Forest Service’s Redinger Campground is located near the Redinger Lake Dam, approximately 3.5 miles west of the project site. Based on the construction noise levels discussed above, predicted noise levels at the nearest residential dwellings would be approximately 40 dBA Leq. or less. The operation of equipment and material handling activities within staging areas may also result in intermittent increases in ambient noise levels at these nearest residences. Predicted noise levels at the Redinger Campground would be approximately 30 dBA, or less.

During the daytime hours, construction activities would not be anticipated to result in significant increases in ambient noise levels at nearby noise-sensitive land uses. However, for occupants of nearby residences, as well as, nearby campground patrons, construction generated noise levels could be detectable during the quieter nighttime hours, particularly if windows at the nearest residences are open and at exterior locations within Redinger Campground. With windows closed exterior noise levels within the interior of the nearest residence would be reduced by approximately 20 dB. Based on this reduction and the predicted noise levels noted above, predicted interior noise levels at the nearest residences would be approximately 20 dBA Leq, or less, which would be below the commonly applied thresholds for human annoyance and sleep disruption of 45 dBA Leq. Because recreational users at Redinger Lake Campground are typically transient, and given that exposure to construction noise would be short-term and intermittent, and limited primarily to the daytime hours, impacts to campground users would be considered less-than-significant. It is also important to note that use of Redinger Lake/San Joaquin River by recreationalists (e.g., swimmers, kayak/canoe users, motor boat users and water skiers) will be restricted near the proposed bridge during certain periods while the bridge is under construction, or other excavation activities (e.g., rock blasting) are underway. Similarly, use of the lake will also be restricted in this area while the current bridge is demolished, which will be done following completion of the new bridge. As noted earlier in this report, pile driving and blasting would likely occur on weekdays over an approximate two-week period between the hours of 9:00 a.m. and 4:00 p.m. However, the proposed project does not identify hourly restrictions for other construction activities. As a result, this impact would be considered to have a potentially significant impact. Mitigation Measures

Noise-1: The following measures shall be implemented to reduce construction-generated noise levels:

a. To the extent possible noise-generating construction activities should be limited to between the hours of 6:00 a.m. and 9:00 p.m., Monday through Friday, and between 7:00 a.m. and 5:00 p.m. on Saturday and Sunday.

b. Prior to construction, Redinger Lake Campground and residential dwellings located within 1,000 feet of construction areas shall be notified of anticipated construction activities. The notice shall include a description of anticipated construction activities, construction schedules, and hours during which the activities are anticipated to occur. The name and contact information of a designated construction liaison(s) responsible for addressing potential noise-related concerns shall be included in the notice. In the event that a noise complaint is received, the designated construction liaison(s) shall be


responsible for ensuring that appropriate and available noise-control measures are implemented to minimize construction activity noise levels of concern. Such measures may include, but are not limited to, adjusted activity schedules, or the use of quieter construction equipment, equipment enclosures, or shielding.

c. Construction equipment shall be properly maintained and equipped with noise-reduction intake and exhaust mufflers and engine shrouds, in accordance with manufacturers’ recommendations. Equipment engine shrouds shall be closed during equipment operation.

Significance After Mitigation

With implementation of the above mitigation measures, a majority of the construction activities are anticipated to be limited to the less noise-sensitive periods of the day, consistent with requirements typically imposed for noise-generating construction activities by the County of Fresno. In addition, the use of mufflers would reduce individual equipment noise levels by approximately 10 dBA. Additional measures have also been included to further reduce potential noise-related nuisance impacts, With implementation of the above mitigation measures, this impact would be considered less than significant.

IMPACT NOISE-5: Would the project result in exposure of persons to aircraft noise.

No private or public airports are located within 2 miles of the project site. As a result, the proposed project would not subject construction workers to high levels of aircraft noise. In addition, implementation of the proposed project would not result in the construction or relocation of any noise-sensitive land uses, nor would project implementation interfere with airport operations. No impact.


REFERENCES California Department of Transportation (Caltrans). 1976. Survey of Earthborne Vibrations Due to Highway

Construction and Highway Traffic.

California Department of Transportation (Caltrans). April 2001. Ground Vibration Monitoring for Construction Blasting in Urban Areas.

California Department of Transportation (Caltrans). 2002. Transportation Related Earthborne Vibrations.

California Department of Transportation (Caltrans). June 2004. Transportation and Construction-Induced Vibration Guidance Manual.

California Department of Transportation (Caltrans). 2015. EIR/EA Annotated Outline.

Federal Highway Administration (FHWA). December 8, 2008. Roadway Construction Noise Model.

United States Department of Transportation, Federal Transit Administration (FTA). April 2006. Transit Noise and Vibration Impact Assessment.

Documents

NOISE GROUNDBORNE VIBRATION IMPACT ANALYSIS