Fresno City Council
October 13, 2022

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maximum development potential. The 2014 General Plan included the West Area, and thus previous infrastructure evaluations are helpful in determining the future infrastructure needs of the West Area.

POTABLE WATER TREATMENT AND DISTRIBUTION
The potable water facilities are discussed below.

Summary of the Water System
The City’s Water Division serves the City and several County islands (unincorporated areas within the City, West Yost, 2014) through nearly 1,800 miles of transmission and distribution pipelines with approximately 133,000 service connections (Provost & Pritchard, 2016). More than 39,100 million gallons of potable water were delivered in 2018 (Fresno, 2019). The City’s water supply comes from groundwater wells, surface water treatment facilities, and contracts for surface water supplies from the United States Bureau of Reclamation (USBR) and the Fresno Irrigation District (FID).

The West Area is served by nearly 96 miles of distribution pipelines and just under a mile of recycled water service (in North Cornelia Avenue between West Clinton Avenue and West Shields Avenue). The West Area’s potable water system is shown on Figure 2.

In addition to the City’s water system, there are four independent water systems located within the City limits, including Bakman Water Company, Pinedale County Water District, California State University Fresno, and Park Van Ness Mutual Water Company. These independent water systems have their own water supplies, and do not receive water from the City, with the exception of a portion of the Pinedale County Water District east of Highway 41 and south of Herndon Avenue.

The City has emergency interties with the City of Clovis and California State University Fresno that provides additional water supply flexibility.

Water Demands and Supplies
In 2016, The City of Fresno adopted its 2015 Urban Water Management Plan (UWMP) (Provost & Pritchard, 2016). This UWMP documented the past, current, and projected future water demands and supplies through 2040, as shown in Table 1. In 2015, the City served approximately 132,844 acre-feet (af) of potable water. The City’s water demands are projected to increase to over 301,000 af per year (af/yr) by 2040 (based on the growth in the 2014 General Plan). However, available water supply is also projected to increase to over 366,000 af/yr by 2040. Thus, the City should continue to have a surplus supply in excess of 65,000 af/yr. The West Area is included in the City’s water supply and demand projections. Therefore, the City will have enough water to meet the full water demands of the West Area starting in 2020 and continuing beyond 2040.

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Table 1. City of Fresno Past and Projected Water Demands, Supplies, and Surpluses, af/yr(a) Actual
2015
Projected
2020
Projected
2025
Projected
2030
Projected
2035
Projected
2040
Potable Demand 132,844 14,500 229,600 239,700 254,300 262,500 Recycled Water Demand 8,762 21,200 34,400 34,400 38,600 38,600 Total Demands 141,606 235,700 264,000 274,100 292,900 301,100 Groundwater Supply 83,360 130,400 135,100 139,700 44,300 148,900 Surface Water – Fresno Irrigation
District (FID) Contract Supply(b)
- 106,200 111,200 116,200 121,200 126,200
Surface Water – United States Bureau
of Reclamation (USBR) Contract Supply 41,525 52,600 52,600 52,600 52,600 52,600 Recycled Water Supply 8,750 19,500 31,000 33,500 36,000 38,500 Purchased 3,000 - - - - -
Total Supply 136,635 308,700 329,900 342,000 354,100 366,200 Surplus (4,971)
(c) 73,000 65,900 67,900 61,200 65,100
(a) Source: City of Fresno 2015 UWMP, Tables 4-3, 4-4, and 4-5 for Demands and Tables 6-7, 6-13, and 6-14 for Supply (b) The quantity of water available to the City of Fresno from FID is not explicitly quantified. On May 25, 1976, the City signed a contract with FID for delivery of the City’s pro rata share of FID’s water entitlements on the Kings River. The contract specifically excludes any of FID’s Class 2 USBR entitlement and any water stored in Pine Flat Reservoir by FID. The Kings River Water Association (KRWA) allocates entitlements to Kings River contractors on a daily basis; these entitlements are allocated among the contractors using a methodology that estimates the flow in the Kings River before construction of Pine Flat Reservoir (i.e., the project). Once KRWA calculates the “pre-project” entitlement, FID has the option of releasing the entire entitlement for downstream diversion or storing a portion of the entitlement within Pine Flat Reservoir for use at a later date. (c) The values provided in the City’s 2015 UWMP do not balance exactly for the year 2015.

Recent groundwater and surface water production is shown in Table 2.

Table 2. Recent Groundwater and Surface Water Production, af/yr(a) Water Source 2016 2017 2018 2019
Groundwater 99,107 105,211 76,796 54,608
Surface Water 13,162 15,869 43,269 60,936
Total 112,269 121,079 120,066 115,544
(a) Some numbers do not add up exactly due to rounding.

City Groundwater Facilities
Until 2004, groundwater was the sole source of potable water supply for the City. As of 2018, there were approximately 250 operational groundwater wells with a total production of 25,000 million gallons per year (Fresno, 2018). Local groundwater comes from the Kings Sub-basin of the San Joaquin Valley Groundwater Basin. This sub-basin has been classified by the California Department of Water Resources (DWR) as critically over drafted (DWR, 2018), but supplementing supplies with surface water has reduced drawdown. The West Area is served by eight active wells, as summarized in Table 3.

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Table 3. Summary of Active City Wells Serving the West Area Well Number
Pump
Horsepower
Rated Capacity
gallons per minute(a)
Well 104 125 1,500
Well 138 125 1,800
Well 169 200 2,400
Well 171-1 60 600
Well 171-2 150 1,750
Well 192 150 2,000
Well 358 (has backup power) 200 2,100
Well 364 100 1,000
Total Well Pumping Capacity [gpm] 13,150
(a) Pump capacity and backup power information provided by City Staff.

Groundwater within the Kings Sub-basin generally meets primary and secondary drinking water standards1for municipal water use. However, groundwater contamination has caused the City to close over 30 wells and to construct well-head treatment facilities to other wells. Wellhead treatment and blending for 1,2-dibromo-3-chloropropane; ethylene dibromide; 1,2,3-trichloropropane; volatile organic compounds (including trichlorethylene, tetrachloroethylene), nitrate, manganese, radon, chloride, and iron are required in some areas of the City. Nitrates are an important cause of groundwater contamination in the City. Nitrates come primarily from on-site wastewater treatment systems (septic tanks and leach fields) and fertilizer. Water contaminated with nitrate is difficult to treat. A transmission grid main (TGM) system on a half-mile grid decreases water quality variation between wells. While most wells discharge directly to the TGM system, there are some that are treated or blended first to address specific water quality issues. Twelve well sites City-wide have de-aeration facilities where groundwater is pumped to a tank to allow for de-aeration before entering the TGM (West Yost, 2014). With wellhead treatment and blending, the water supplied by the City meets all the primary and secondary drinking water standards for municipal water use and is safe and healthy to consume.

The West Area tends to have better ground water quality than the City as a whole (Dyett & Bhatia, 2014), with only a small portion of the West Area (near Highway 99) having nitrates in excess of the allowable limit 1 EPA has established National Primary Drinking Water Regulations (NPDWRs) that set mandatory water quality standards for drinking water contaminants. These are enforceable standards called "maximum contaminant levels (MCLs) which are established to protect the public against consumption of drinking water contaminants that present a risk to human health. An MCL is the maximum allowable amount of a contaminant in drinking water which is delivered to the consumer.

In addition, EPA has established National Secondary Drinking Water Regulations (NSDWRs) that set non-mandatory water quality standards for 15 contaminants. EPA does not enforce these "secondary maximum contaminant levels" (SMCLs). They are established as guidelines to assist public water systems in managing their drinking water for aesthetic considerations, such as taste, color, and odor. These contaminants are not considered to present a risk to human health at the SMCL. (EPA website, https://www.epa.gov/sdwa/secondary-drinking-water-standardsguidance-nuisance-chemicals, accessed February 21, 2020) TM – De Novo Planning Group
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of 45 mg/L as NO3 or 10 mg/L as NO3-N. Well 171-2 is the only well that requires treatment within the West Area, and uses granular activated carbon (GAC). The City proposes to construct 15 new wells as needed in the West Area to help meet buildout demand. In addition, nearly 3 miles of distribution pipelines are planned, including expansions to the TGM (West Yost, 2014).

Surface Water Facilities
Historically, about one third of the water supplied to the City comes from surface water from the Kings and San Joaquin river through rain and snow melt from the Sierra Nevada Mountains via the Friant-Kern Canal and the 4.5-mile-long Friant-Kern canal pipeline. Recent expansion of surface water treatment capacity has resulted in a larger share of City water supplies coming from surface water (53 percent in 2019).

Since mid-2004, the City has operated the North East Surface Water Treatment Facility (NESWTF) to treat this water to supplement the City’s groundwater supplies. The NESWTF has a rated capacity of 30 million gallons per day (mgd) (Provost & Pritchard, 2016). In 2015, the City brought a new Water Storage and Treatment Facility (T3) online with a capacity of 4 mgd. The T3 was a temporary facility until the Southeast Surface Water Treatment Facility (SESWTF) began full operation in July 2018. The SESWTF has a rated capacity of 54 mgd and receives raw water from the Kings River through the thirteen-mile-long Kings River Pipeline. Expansion of the facility is planned to increase capacity to 80 mgd by 2021 (Fresno, 2019).

The City purchases surface water from the USBR’s Central Valley Project (CVP) – Friant Division with an agreement of 60,000 acre-feet of water per year (19,551 million gallons per year). This agreement was renewed in 2010 with no expiration date (Provost & Pritchard, 2016). The surface water is imported to constructed recharge basins and used for “intentional recharge” to the groundwater basin.

In May of 1976 the City of Fresno and FID executed an agreement that stipulated that as land is annexed to the City, the City will receive a pro rata share of FID’s Kings River entitlement. The agreement was specific that FID’s USBR Class 2 water was excluded and that the City could not store allocated water behind Pine Flat Dam. The pro rata share is based on the area annexed to the City, and within FID’s boundaries, as compared to the total area of FID’s water service area (Provost & Pritchard, 2016). The historical and projected volume of water available from FID is shown in Table 4, which is copied from the City’s 2015 UWMP Table 6-5.

Table 4. Projected Allocation of FID’s Kings River Water for City of Fresno in Normal Years(a) Year 2010(b) 2015(b) 2020 2025 2030 2035 2040
Projected City Allocation, % 25.41 25.94 27.23 28.51 29.80 31.09 32.37 Projected Water Quantity to
City in Normal Year, af/yr 108,200 110,500 116,000 121,500 126,900 132,400 137,900 Actual Allocation for City, af 125,543 42,935 - - - - - (a) Source: Table 6-5 from City of Fresno 2015 UWMP. According to communications with City staff in June 2020, the 2016 renegotiated contract with FID limits available allocation 29%, or approximately 123,540 AFY. This allocation limit will be addressed in the City’s 2020 UWMP. (b) Allocations for 2010 and 2015 were provided by FID. Allocation for all other years is based on interpolation between 2015 and SOI buildout at 2056. With General Plan Update SOI buildout has shifted from 2025 to 2056 as reflected here.

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Recycled (Non-Potable) Water Facilities
Recycled water is wastewater that has been treated to be used again. Even though the treated water is clean, it is not used for potable water (drinking water) The City operates and maintains a recycled water system that disposes of the treated wastewater (called effluent) by using it for agricultural irrigation of non-food crops. The recycled water system is further discussed in the Sewer and Wastewater Treatment Section, below.

Distribution System Facilities
The City’s potable water distribution facilities consist of the following components (West Yost, 2014):
• 4 Quasi-Pressure Zones
• 26 SCADA zones
• 4 Water Storage Tanks
• 8 Booster Pump Stations
• 1,740 miles of Transmission and Distribution Pipelines The City’s four quasi-pressure zones were created to control flow from higher elevation to lower elevation areas of the City. The pressure zones are separated by “gates” of closed or partially closed valves that are named after the street alignment they most closely follow: Shepherd Gate, Sierra Gate, and Highway 41 Gate.

These quasi-pressure zones help to regulate minimum and maximum system pressures. The entire West Area falls within the Westside quasi-pressure zone.

The distribution system is monitored and controlled through a Supervisory Control and Data Acquisition (SCADA) system. The SCADA system is split into zones within the quasi-pressure zones where it controls the operation of the system. The City operates groundwater wells using an algorithm that calculates the average pressure over SCADA zones and determines which wells will operate based on cost-efficiency.

Zones 1 and 5 serve the current West Area. These zones will need to be expanded, or new zones will be needed to cover the area at buildout.

Treated water storage is provided by four tanks, including 1.5 million gallons (MG) at the NESWTF, 3 MG at the intersection of Clovis Avenue and California Avenue (the Southeast Tank), 3MG at South Clovis Avenue near California Avenue (tank T3) and 3MG at the intersection of H Street and San Benito Street in Downtown (tank T4). There are no potable water storage facilities within the West Area.

There are eight booster pump stations (BPSs) located within the water distribution system. These are the NESWTF Tank BPS, SESWTF Tank BPS, Southeast Tank BPS, T3 BPS, T4 BPS, Booster Pump 1 (BP01), Booster Pump 2 (BP02), and Booster Pump 4 (BP04). Booster Pump 3 was budgeted, but never built. BP01 and BP02 boost water from SCADA Zone 8 to Zone 4. BP04 boosts water from Zone 11 to the eastside of Zone 14 through a dedicated 24-inch diameter pipeline and subsequent 12-, 14-, and 16-inch diameter pipelines. The characteristics of each of these pumping facilities are summarized in Table 5.

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Table 5. Existing Booster Pump Station Design Characteristics(a) Pump
Station
Supply Source/
Location
Rated
Capacity,
mgd
Pumps
Capacity, gpm/Power, Hp
Unit 1 Unit 2 Unit 3 Unit 4
NESWTF NESWTF Tank 40 7,000/400 7,000/400 7,000/400 7,000/400 SESWTF SESWTF Tank 80 13,889/700 13,889/700 13,889/700 13,889/700 SE BPS Southeast Tank (T1) 7.2 1,000/50 2,000/100 2,000/100 1,000/50 T3 BPS T3 Tank (Clovis Inter-tie) 6 2,085/100 2,085/100 - - T4 BPS T4 Tank (H Street) 11 2,500/125 2,500/125 2,500/125 - BP01 Shepherd/Sierra A 6.9 4,800/125 - - -
BP02 Shepherd/Sierra A 3.2 2,200/50 - - -
BP04 Highway 41 8.6 6,000/200 - - -
(a) Source: City of Fresno Water Master Plan, West Yost 2014 and City 2015 UWMP, Provost and Pritchard 2016, gpm = gallons per minute
The City has approximately 9.2 million lineal feet (or about 1,740 miles) of water system pipelines. These pipelines generally range from 6 to 48 inches in diameter and are made up of a variety of materials including asbestos-cement, cast iron, concrete, copper, ductile iron, steel and polyvinyl chloride (PVC).

Much of the City’s potable water distribution system consists of old steel and cast-iron pipe, with over 20 percent of the pipes greater than 50 years old.

Major Water System Issues and Opportunities
Significant issues and opportunities are discussed below:

Future surface water supply for treatment and groundwater recharge is provided through the purchase and utilization of surface water allocations from the USBR at Friant Dam and FID from the Kings River.

However, “Water Made Available” under the City’s contracts with Reclamation and FID could affect the amount of surface water delivered.

Groundwater contamination has caused the City to close over 30 wells and to construct well-head treatment facilities to other wells. The city is committed to providing a safe water supply to its residents and businesses. It is possible that additional wells will have to be closed, which would reduce the City’s water supply and some wells may need treatment facilities to continue to supply water into the distribution system.

More than 15 percent (42 wells out of 270) of the City’s wells were constructed prior to 1960 (over 60 years ago) and almost 40 percent (98 of 270) were constructed prior to 1970 (over 50 years ago). It has been recommended that the wells be replaced after 45 to 50 years; thus, about 40 percent of the City’s wells are overdue for replacement. Also, mechanical and electrical well component upgrades are required about every 20 to 25 years. Therefore, it is anticipated that significant well installations, replacements and upgrades may be needed to these systems in the near future to maintain existing groundwater supply capacity and meet increased water demands.

One of the greatest challenges facing the City’s water distribution system is conveying water from areas of high water production to areas of high water demand. The water production and distribution system TM – De Novo Planning Group
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historically has been a distributed system whereby groundwater wells would be constructed on an as-needed basis in the area where the water was needed. This distributed water system does not require large diameter transmission mains to convey water from one portion of the City to another.

SEWER AND WASTEWATER TREATMENT
The City is the sewer agency for the Fresno-Clovis Metropolitan Area (FCMA). The City also owns and operates the Fresno/Clovis Regional Wastewater Reclamation Facility (RWRF) (Carollo, 2015) and the North Fresno Wastewater Treatment Facility (NRWTF). The City’s current sanitary sewer collection system, the RWRF, and the NRWTF are discussed below.

Wastewater is composed of sanitary flow and Infiltration and Inflow (I&I). • The sanitary flow is the actual wastewater that is generated in the homes and businesses that are connected to the sewer system. The sewer system (or collection system) is intended to collect and convey all the sanitary flow from the homes and businesses to the wastewater treatment plant. The sanitary flow is often called the Average Dry Weather Flow (ADWF) because it is the primary source of wastewater during dry weather. • I&I is stormwater that enters the wastewater collection system through flooded maintenance holes; defects in pipes, pipe joints, and sewer structures; or as inflow through illicitly connected downspouts, area drains, and catch basins. Sewer systems are intended to prevent (or minimize) the I&I that enters the sewer system so that the stormwater does not cause the sewer capacities to be exceeded or result in treating stormwater at the wastewater treatment plant. The combined ADWF and I&I is called the peak wet weather flow (PWWF).

Collection System
Collection systems are sized, designed, and constructed to the convey the PWWF to the City’s wastewater treatment plants. The City’s wastewater collection system has roughly 23,000 manholes, 15 lift stations,

1.7 force mains, and 1,500 miles of gravity sewer pipes (Carollo, 2015). Generally, the collection system flows from northeast to southwest across the entire City. In the West Area, wastewater generally flows from the north to the south. Clovis has four connections to the City’s collection system. Each of these connections have flow meters that measure the flow from the Clovis sewer system into the City’s sewer system. The City’s collection system in and near the West Area is shown on Figure 3.

Fresno-Clovis Regional Wastewater Reclamation Facility (RWRF) Wastewater treatment plant capacities are typically rated based on the ADWF flow. The RWRF has an ADWF capacity of 92 mgd (California Regional Water Quality Control Board, 2018), however it can treat the PWWF that occurs during storm events, which is higher than the ADWF but lasts for short duration (Carollo, 2010).

Wastewater from the West Area is treated at the RWRF, which has an average annual flow of approximately 56 mgd (Fresno, 2019). The RWRF receives and treats wastewater from three additional service areas, including: the City of Clovis, Pinedale County Water District, and Pinedale Public Utility District. The City of Clovis owns 9.3 mgd of ADWF capacity, while the remaining capacity belongs to the TM – De Novo Planning Group
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City. The RWRF is located at the intersection of Jensen and Cornelia Streets in southwest Fresno and is shown on Figure 3.

The facility includes the following major processes/facilities:
• Headworks and Grit Chambers – The screening facilities remove the larger trash and grit from the raw wastewater. From the headworks, the wastewater is pumped into pipes that flow to the primary clarifiers.
• Primary Clarifiers – These six tanks allow finer sediment to settle out of the effluent and skim fats, oils and grease from the top. Wastewater leaving the settling tanks is called primary effluent and either flows to the aeration basins or is diverted for additional screening prior to tertiary treatment.
• Aeration Basins – In the aeration basins air is pumped into the wastewater to increase the growth of bacteria and other micro-organisms that consume the organic waste. From the aeration basins the partially treated wastewater flows to the Secondary Clarifiers. • Secondary Clarifiers – The secondary clarifiers are basins where the bacteria and micro-organisms settle out of the wastewater. There are 16 secondary clarifiers. Effluent leaving the secondary clarifiers is called secondary effluent, and it flows to storage ponds.

There is currently no disinfection system for the secondary effluent. • Membrane Bioreactor Tanks – Primary effluent designated for tertiary treatment is passed through a fine screen and two pre-aeration basins before entering four membrane bioreactor (MBR) tanks. MBRs combine biological treatment with membrane filtration.

Effluent leaving the MBRs flows to ultraviolet (UV) disinfection vessels. • UV Disinfection – Effluent from the MBRs is exposed to UV light to inactivate pathogens.

There are four in-vessel UV disinfection trains. After disinfection, effluent is called tertiary effluent and is sent to recycled water storage.
• Storage Ponds – There are 1,720 acres of storage ponds where the effluent percolates into the groundwater, evaporates, or is pumped for irrigation of non-food crops. • Solids Treatment – The bacteria and micro-organisms that settle out of the wastewater in the clarifiers are called the solids. Flotation thickeners, digesters, and belt filter presses are used to extract liquid from the solids. The liquid is returned to the settling tanks. The remaining solids are then stored in silos to await disposal.

North Fresno Wastewater Treatment Facility
Located in the north east of the City of Fresno, the NFWTF is a tertiary level wastewater treatment facility that treats wastewater from the northern portion of the City. The plant was constructed with sequencing batch reactor (SBR) technology for secondary treatment, cloth media filtration for tertiary treatment, and sodium hypochlorite for disinfection. The plant produces recycled water at a quality that can be used for irrigation of facilities such as golf courses. The permitted capacity of the plant is 0.71 mgd average monthly flow and 1.07 mgd maximum daily flow. Treatment processes include a sequencing batch reactor for secondary treatment, cloth media filtration for tertiary treatment and sodium hypochlorite for disinfection. The tertiary treated wastewater is currently used for landscaping irrigation (Carollo 2010).

Although the NFWTF does not serve the West Area directly, it contributes to the City’s total wastewater treatment capacity.

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Effluent Disposal and the Recycled Water System
The RWRF includes preliminary, primary, secondary, and tertiary treatment units with disinfection.

Secondary treatment consists of three treatment trains with an annual average capacity of 87 mgd, consisting of 30 mgd for Train A and 57 mgd for Trains B and C combined. In 2017, a 5-mgd tertiary treatment system — the Tertiary Treatment and Disinfection Facility — was completed. The system can be expanded to 15 mgd and ultimately to 30 mgd (Water Systems Consulting Inc., 2021).

The City has three primary means of effluent disposal:

Undisinfected secondary effluent to on-site and off-site farmland for restricted irrigation Undisinfected secondary effluent to percolation ponds
Disinfected tertiary effluent to the recycled water distribution system The percolated effluent has been deemed equivalent to Title 22 tertiary treated water by the State Water Resources Control Board Division of Drinking Water (DDW). The City has been extracting this water for reuse in areas within and surrounding the RWRF, as well as to FID’s canals, through an exchange agreement for delivery to FID agricultural customers.

The discharged effluent is disposed within the City boundaries and just southwest of the metropolitan area. The treated effluent percolation ponds are within the City’s SOI and hydrologic sphere that benefit the City’s overall regional water budget.

In addition to the RWRF the NFWTF serves the residential and commercial development and golf course in a portion of northeast Fresno. Since the treatment includes filtration and disinfection producing water quality that meets Title 22 tertiary criteria, it is suitable for additional future uses such as landscape irrigation, freeway irrigation, and many industrial water reuse opportunities.

Future Wastewater Flow and Effluent Disposal
The City has the capacity to produce more recycled water than it can currently use. The City will continue to expand the recycled water delivery system. The City’s most recent Collection System Master Plan (Carollo, 2015) was based on land uses from the City’s 2014 General Plan. At General Plan build-out, the City will encompass approximately 156.6 square miles and is projected to generate 202.4 mgd of future PWWF.

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Sewer Collection System and WWTP Issues and Opportunities Sewer Collection System and WWTP Issues and Opportunities are discussed below:

At build out, the City’s wastewater flows are expected to increase substantially. As such, there are some areas of the existing collection system that cannot convey the build out PWWF within the established maximum flow to full flow (q/Q) ratio of 1.15. There are several localized driven improvements needed in the Downtown area (C-1 through C-7), and an additional upsizing for the pipeline along the City’s southern border that feeds the RWRF (C-8, C-10).

Four development driven projects (D-26A, D-26B, D-27A, D-27B) are identified within or along the borders of the West Area. Approximately 3.6 miles of public and privately-owned (i.e., homeowner’s responsibility)sewer system drainage lines are proposed to serve the West Area at buildout. The City does not currently collect supervisory control and data acquisition (SCADA) data for their lift stations. Were feasible, Collection System Master Plan (Carollo, 2015) recommends that upgrades be performed to allow for proper flow monitoring data acquisition, which will help confirm lift station capacity and monitor lift station performance.

Additional agricultural or urban water reuse in the future is a possibility with additional distribution and/or treatment facilities. The RWRF currently delivers approximately 4,700 AFY (Water Systems Consulting Inc., 2021) of undisinfected secondary effluent to growers of non-food crops within the City. An additional 1,400 acres could be served with an expansion of the conveyance system or the establishment of an exchange agreement with FID. Within the West Area, approximately 6.3 miles of new recycled water distribution pipelines are planned to be constructed by buildout.

The 2010 Recycled Water Master Plan outlines three locations for potential regional recharge areas. Also referenced as a “super recharge basin”, one of the regional recharge areas is located partially within the West Area. If the basins are constructed, a portion of the recharge water could be made up of recycled water, provided there is at least 6 months travel time from the super recharge basin to the nearest drinking water well (Carollo, 2010).

STORMWATER AND FLOOD CONTROL
The stormwater and flood control systems are discussed below.

General Description and Summary of the Storm Drain System The Fresno Metropolitan Flood Control District (FMFCD) has primary responsibility for managing the local stormwater flows for the City, as well as a large area beyond the City’s boundaries. The City’s stormwater drains to urban stormwater basins, where it is retained for groundwater recharge or pumped to local irrigation canals owned by Fresno Irrigation District (FID) and then conveyed away from the municipal area.

The City of Fresno is located in the alluvial fans of numerous foothill streams and creeks that drain the western slope of the Sierra Nevada foothills. These streams include Big Dry Creek, Alluvial Drain, Pup Creek, Dog Creek, Redbank Creek, Mud Creek, and Fancher Creek. The City has hot dry summers and cool mild winters, with temperatures of mid-90°F in the summer and 60°F in the winter. The precipitation averages 11 inches per year (FMFCD, 2019) and occurs almost entirely in the fall, winter, and spring.

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Regionally, the City is protected by the U.S. Army Corps of Engineers' (Corps) Redbank-Fancher Creeks Flood Control Project. This project includes dams, detention basins, and levees designed to control upstream flood flows to approximately the 200-year storm event. Major facilities of this project include levee systems, the Big Dry Creek, Fancher Creek, and Redbank Creek dams and reservoirs, and the Alluvial Drain, Redbank Creek, Pup Creek, Fancher Creek, Big Dry Creek, Pup Creek Enterprise, and Dry Creek Extension detention basins.

Locally, the District’s drainage system consists of approximately 680 miles of pipeline and more than 150 stormwater retention basins. The storm drainage pipeline system is designed to accept the peak flow rate of runoff from a two-year intensity storm event (a storm that has a 50 percent probability of occurring in any given year). When storm events occur that exceed the two-year intensity, ponding begins to occur in the streets until the pipeline system can remove the water. In the event of larger storms, “major storm breakover”, the District has planned for streets or other conveyance to move the excess runoff to the basins (FMFCD, 2019).

The drainage system discharges to a system of irrigation canals, creeks, and the San Joaquin River, but is designed to retain and infiltrate as much runoff as possible into the underlying groundwater aquifer. The local drainage service area is subdivided into over 160 drainage areas, most of which drain to a retention basin. Drainage channels within the West Area include:
• East Branch Victoria Canal • Teague School Canal
• Epstein Canal • Tracy Ditch
• Herndon Canal • West Branch Victoria Canal
• Minor Thornton Ditch • Wheaton Ditch
• Silvia Ditch • Austin Ditch
The West Area is drained by 15 drainage watersheds, six of which are fully within the West Area, and nine of which drain to areas immediately south or west of the West Area. There are seven existing retention basins within the West Area and an additional five that serve the West Area. An additional basin is planned to serve the drainage shed in the far southwestern corner of the West Area. The West Area’s storm drain system is shown on Figure 4.

Floodplain Mapping
Flood Hazards in the City are described in the Federal Emergency Management Agency (FEMA)’s January 20, 2016 Flood Insurance Study but are largely based on hydraulic modeling performed in 1981 (FEMA, 2016). Although the West Area’s northern boundary is very near the San Joaquin River, the area is not within a Special Flood Hazard Area. Local flooding can occur for events larger than a 2-year event, but runoff is generally contained in the streets or other breakover easements. Such flooding is not reflected on FEMA’s maps.

Improvements to storm drainage facilities are accomplished either as a part of privately funded on-site developments or as a part of the master plan, funded by drainage fees. FMFCD maintains an on-going update to the system hydraulic model for flood control and prepares a capital improvement plan update every 5 years.

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Climate Change
Climate change is likely to increase the volume, frequency, and intensity of events in the future in the Central Valley (DWR, 2017).

Stormwater and Flood Control Issues and Opportunities
Stormwater and Flood Control Issues and Opportunities are discussed below.

Stormwater represents a water supply opportunity that the City is currently leveraging with its extensive recharge basin system. Infiltration of captured stormwater allows groundwater to be recharged, improves overall water quality, and reduces the need for additional other water supplies.

Since the system is designed to handle approximately a two-year event within the underground drainage system, a significant amount of drainage is conveyed in the streets or through “major storm breakover” conveyances to detention/retention flood basins. This tends to result in shallow flooding over significant areas during larger events, but coupled with large regional flood control projects, the system can handle up to a 200-year, 30-day event.

There is significant storm drainage infrastructure remaining to be constructed to serve the West Area.

About 32 miles of additional drainage pipelines is anticipated to be constructed to meet buildout needs.

TM – De Novo Planning Group
January 20, 2022

O-487-60-19-16-WP-01 Background TM

REFERENCES
California Regional Water Quality Control Board, Central Valley Region, 2019. Waste Discharge Requirements for Cities of Fresno and Clovis Regional Wastewater Reclamation Facility – Fresno County.

Carollo, 2010. City of Fresno Recycled Water Master Plan. Carollo Engineers. December, 2010.

Carollo, 2015. City of Fresno Wastewater Collection System Master Plan Update. Carollo Engineers. September, 2015.

DWR, 2018. Bulletin 118 Groundwater Basins Subject to Critical Conditions of Overdraft – Update based on 2018 Final Basin Boundary Modification.

Dyett & Bhatia, 2014. Fresno General Plan. Dyett & Bhatia. December 18, 2014.

Fresno, 2017. Fresno General Plan 2015-2023 Housing Element. Revised January 2017.

Fresno, 2018. Better Process, Better Product from Undisinfected Secondary Effluent to Tertiary Disinfected Recycled Water Production and Distribution. City of Fresno. July 19, 2018.

Fresno, 2019. Mayor’s Proposed Fiscal Year 2020 Budget City of Fresno California. May 22, 2019.

FMFCD, 2019. Draft Annual Budget Fiscal Year Ending June 30, 2020. Fresno Metropolitan Flood Control District. 2019. Pp. 4-5.

Provost & Pritchard, 2016. City of Fresno 2015 Urban Water Management Plan. Provost & Pritchard Consulting Group. June 2016.

Water Solutions, 2015. Water Supply Augmentation Feasibility Report.

Water Systems Consulting, 2021. City of Fresno Urban Water Management Plan. Water Systems Consulting, Inc.

September 2021
West Yost, 2014. City of Fresno Water Master Plan Draft. West Yost Associates. August 2014. 0 1.5 3
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CITY OF FRESNO

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99 Sources: Fresno County; City of Fresno. Map date: August 2, 2019.

LEGEND
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Boun d ary
Fres n oCity Lim its
Fres n oSphereof In fluen ce(SOI)
Existing Water Facilities
Well
Tan k
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W Shaw Ave
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W Barstow Ave
W Herndon Ave
W Olive Ave
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W Clinton Ave
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CITY OF FRESNO

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OF THE WEST AREA
99 Sources: Fresno County; City of Fresno; Fresno Metropolitan Flood Control District. Map date: August 7, 2019.

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APPENDIX E
Water Supply Assessment

PREPARED BY
West Area Neighborhood Specific Plan
Water Supply Assessment

PREPARED FOR
City of Fresno
FINAL REPORT | JANUARY 2022
FINAL REPORT | JANUARY 2022
EARYEAR2020
West Area Neighborhood Specific Plan
Water Supply Assessment
Prepared for
City of Fresno
Project No. 487-60-19-16
January 2022
Project Manager: Jim P. Connell, PE Date
January 2022
QA/QC Review: Elizabeth T. Drayer, PE Date
0-487-60-19-16-WP-01 WSA
i City of Fresno
January 2022
Table of Contents
Executive Summary .......................................................................................................................1 Purpose of Water Supply Assessment.................................................................................................... 1 Proposed Project Overview.................................................................................................................... 1 Water Demands and Supply Availability ................................................................................................ 1 Water Supply Assessment Approval Process......................................................................................... 3

1.0 Introduction.................................................................................................................................4

1.1 Legal Requirement for Water Supply Assessment........................................................................... 4

1.2 Need for and Purpose of Water Supply Assessment ....................................................................... 4

1.3 Water Supply Assessment Preparation, Format and Organization.................................................. 4

2.0 Description of Proposed Project....................................................................................................6

2.1 Proposed Project Location ............................................................................................................... 6

2.2 Proposed Land Uses and Unit Factors.............................................................................................. 6

2.3 Projected Water Demand................................................................................................................. 8

2.3.1 Acreage and Assumptions....................................................................................................... 8

2.3.2 Water Demand Calculations................................................................................................... 8

3.0 Required Determinations ...........................................................................................................13

3.1 Does SB 610 apply to the Proposed Project? ................................................................................. 13

3.2 Who is the Identified Public Water System?.................................................................................. 13

3.3 Does the City have an adopted Urban Water Management Plan (UWMP) and does the UWMP include the projected water demand for the Proposed Project? ............... 14

4.0 City of Fresno Water Service Area ...............................................................................................15

4.1 Water Service Area......................................................................................................................... 15

4.2 Population ...................................................................................................................................... 15

4.3 Climate............................................................................................................................................ 15

5.0 City of Fresno Water Demands....................................................................................................17

5.1 Historical and Existing Water Demand........................................................................................... 17

5.2 Future Water Demand.................................................................................................................... 17

5.3 Dry Year Water Demand................................................................................................................. 18

6.0 City of Fresno Water Supplies.....................................................................................................20

6.1 Existing Water Supplies.................................................................................................................. 21

6.1.1 Surface Water Contracts....................................................................................................... 21

6.1.1.1 Surface Water Supplies through FID Agreement ........................................................ 21

6.1.1.2 Surface Water Supplies through USBR Contract......................................................... 21 0-487-60-19-16-WP-01 WSA
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6.1.2 Groundwater......................................................................................................................... 22

6.1.2.1 Groundwater Overview............................................................................................... 22

6.1.2.2 Basin Description......................................................................................................... 23

6.1.2.3 Conditions of Overdraft............................................................................................... 23

6.1.2.4 Groundwater Management ........................................................................................ 23

6.1.2.5 Historical Groundwater Use........................................................................................ 24

6.1.2.6 Projected Future Groundwater Use............................................................................ 24

6.1.2.7 Groundwater Sufficiency............................................................................................. 25

6.2 Future Water Projects.................................................................................................................... 25

6.3 Summary of Existing and Additional Planned Future Water Supplies ........................................... 26

6.4 Water Supply Availability and Reliability........................................................................................ 26

6.4.1 Normal, Single Dry, and Multiple Dry Years ......................................................................... 26

6.4.2 Emergency Water Supply Conditions ................................................................................... 28

7.0 Determination of Water Supply Sufficiency Based on the Requirements of SB 610 .......................29

8.0 Water Supply Assessment Approval Process ...............................................................................31

9.0 References.................................................................................................................................32

LIST OF TABLES
Table ES-1. City of Fresno Water Demand Versus Water Supply During Hydrologic Normal, Single Dry, and Multiple Dry Years, af/yr.............................................................. 2 Table 2-1. Land Use and Unit Factors for the Proposed Project............................................................ 8 Table 2-2. Land Uses and Projected Demands for the Proposed Project .............................................. 9 Table 4-1. City of Fresno Existing and Projected Population ............................................................... 15 Table 4-2. City of Fresno Climate Data................................................................................................. 16 Table 5-1. Historical Water Demand, af/yr .......................................................................................... 17 Table 5-2. Projected Future Water Demand at 2045........................................................................... 18 Table 5-3. Projected Future Dry Year Water Demand, af/yr................................................................ 19 Table 6-1. City of Fresno Historical Groundwater Production, af/yr ................................................... 24 Table 6-2. City of Fresno Projected Future Groundwater Production in Normal and Dry Years, af/yr............................................................................................................ 25 Table 6-3. City of Fresno Historical and Projected Water Supplies...................................................... 26 Table 6-4. Multiple Dry Year Water Supply, af-ft/yr ............................................................................ 27 Table 7-1. City of Fresno Water Demand Versus Water Supply During Hydrologic Normal, Single Dry, and Multiple Dry Years, af/yr ............................................................. 29 0-487-60-19-16-WP-01 WSA
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Table of Contents

LIST OF FIGURES
Figure 2-1. Location Map........................................................................................................................ 7 Figure 2-2. General Plan Land Uses...................................................................................................... 11 Figure 2-3. Specific Plan Land Uses ...................................................................................................... 12

LIST OF ACRONYMS AND ABBREVIATIONS
af/yr Acre-Feet Per Year 1
CASGEM California Statewide Groundwater Elevation Monitoring 22 CEQA California Environmental Quality Act 12
City City of Fresno 1
CVP Central Valley Project 1
DWR Department of Water Resources 22
EIR Environmental Impact Report 1
FARGMP Fresno Area Regional Groundwater Management Plan 23 FID Fresno Irrigation District 1
FMFCD Fresno Metropolitan Flood Control District
GSP Groundwater Sustainability Plan 23
mgd Million Gallons Per Day 20
NESWTF Northeast Surface Water Treatment Facility 24
NFWRF North Fresno Wastewater Reclamation Facility 1
NKGSA North Kings Groundwater Sustainability Agency 23
Proposed Project Proposed West Area Neighborhood Specific Plan 1 RWRF Fresno/Clovis Regional Wastewater Reclamation Facility 1 SB 221 Senate Bill 221 5
SB 610 Senate Bill 610 1
SESWTF Southeast Surface Water Treatment Facility 24
SGMA Sustainable Groundwater Management Act 22
SOI Sphere of Influence 1
SWRCB State Water Resources Control Board 17
USBR United States Bureau of Reclamation 1
UWMP Urban Water Management Plan 1
WSA Water Supply Assessment 1
WSCP Water Shortage Contingency Plan 26
0-487-60-19-16-WP-01 WSA
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West Area Neighborhood Specific Plan
Water Supply Assessment

EXECUTIVE SUMMARY
Purpose of Water Supply Assessment
The purpose of this Water Supply Assessment (WSA) is to perform the evaluation required by California Water Code sections 10910 through 10915, as established by Senate Bill 610 (SB 610), in connection with the City of Fresno’s (City) proposed West Area Neighborhood Specific Plan (Proposed Project), and to support the Environmental Impact Report (EIR) being prepared for the Proposed Project. This WSA evaluates the adequacy of the City’s total projected water supplies, including existing water supplies and future planned water supplies, to meet the City’s existing and projected future water demands, including those future water demands associated with the Proposed Project, under all hydrologic conditions (Normal Years, Single Dry Years, and Multiple Dry Years).

Proposed Project Overview
The Proposed Project is a Specific Plan that includes residential land use at various densities, commercial areas, various public facilities, parks, and light industrial land uses. The Proposed Project area encompasses approximately 7,077 acres within the City of Fresno’s Sphere of Influence (SOI) and resides partially within the City Limits. The Proposed Project is located west of State Route 99. It is bounded on the south by West Clinton Avenue and to the west by Grantland and Garfield Avenues. The northern boundary of the Proposed Project is also south of the San Joaquin River.

The Proposed Project meets the definition of a “Project” per California Water Code sections 10910 through 10915, as established by SB 610 in 2001, thus requiring the preparation of this WSA (see Section 3.1 below).

Water Demands and Supply Availability
Projected water demands for buildout of the Proposed Project total approximately 23,349 acre-feet per year (af/yr). This projected water demand is 381 af/yr less than the water demand projected for the Plan Area under the General Plan land use. The water demand for the land use documented in the General Plan was included in the City’s 2020 Urban Water Management Plan (UWMP) as part of the general projections for future population and water demand growth.

It is anticipated that the Proposed Project, if approved by the City, would be served from the City’s existing and future portfolio of water supplies. The City currently receives water from four water supply sources:
• Surface water that is delivered to the city by two separate sources:
— Fresno Irrigation District (FID) Agreement for Kings River water. — United States Bureau of Reclamation (USBR) Central Valley Project (CVP) Friant Division Contract for San Joaquin River water.
• Groundwater that is pumped from groundwater wells located within the City. • Recycled water that is treated at the Fresno/Clovis Regional Wastewater Reclamation Facility (RWRF) and North Fresno Wastewater Reclamation Facility (NFWRF). This water is planned to be used for non-potable uses.

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The City has always met system water demand, regardless of regional hydrology. The City expects reductions from normal-year supply during single or multiple dry years but is still projected to meet demands. In the event of a water shortage, the City would implement demand reduction measures as outlined in its Water Shortage Contingency Plan, which would apply to all customers, including those within the Proposed Project area. The projected available water supplies and water demands (including the Proposed Project) through 2045 are shown in Table ES-1. As shown in Table ES-1, available water supplies are more than sufficient to meet the projected water demands for the next 20 years.

Pursuant to Water Code section 10910(c)(4), and based on the technical analyses described in this Water Supply Assessment, this Water Supply Assessment demonstrates that the City’s existing and additional planned future water supplies are sufficient to meet the City’s existing and projected future water demands, including those future water demands associated with the Proposed Project, to the year 2045 under all hydrologic conditions (including Normal Years, Single Dry Years, and Multiple Dry Years).

Table ES-1. City of Fresno Water Demand Versus Water Supply During Hydrologic Normal, Single Dry, and Multiple Dry Years, af/yr
Hydrologic Condition 2025 2030 2035 2040 2045
Normal Year(a)
Available Water Supply 329,030 341,140 346,610 352,000 357,330 Total Water Demand 199,204 212,756 222,310 231,876 241,447 Potential Surplus (Deficit) 129,826 128,384 124,300 120,124 115,883 Percent Shortfall of Demand - - - - -
Single Dry Year(b)
Available Water Supply 189,852 195,392 200,862 206,252 211,582 Total Water Demand 164,092 176,132 184,174 192,228 200,287 Potential Surplus (Deficit) 25,760 19,260 16,688 14,024 11,295 Percent Shortfall of Demand - - - - -
Multiple Dry Years(c)
Multiple
Dry Year 1
Available Water
Supply 273,725 279,265 284,735 290,125 295,455
Total Water
Demand 199,204 212,756 222,310 231,876 241,447
Potential
Surplus (Deficit) 74,521 66,509 62,425 58,249 54,008
Percent Shortfall
of Demand - - - - -
Multiple
Dry Year 2
Available Water
Supply 274,626 280,166 285,636 291,026 296,356
Total Water
Demand 199,204 212,756 222,310 231,876 241,447
Potential
Surplus (Deficit) 75,422 67,410 63,326 59,150 54,909
Percent Shortfall
of Demand - - - - -
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Table ES-1. City of Fresno Water Demand Versus Water Supply During Hydrologic Normal, Single Dry, and Multiple Dry Years, af/yr
Hydrologic Condition 2025 2030 2035 2040 2045
Multiple
Dry Year 3
Available Water
Supply 217,568 223,108 228,578 233,968 239,298
Total Water
Demand 190,267 193,637 197,736 201,753 205,708
Potential
Surplus (Deficit) 27,301 29,471 30,842 32,215 33,590
Percent Shortfall
of Demand - - - - -
Multiple
Dry Year 4
Available Water
Supply 189,852 195,392 200,862 206,252 211,582
Total Water
Demand 162,551 165,920 170,020 174,036 177,992
Potential
Surplus (Deficit) 27,301 29,472 30,842 32,216 33,590
Percent Shortfall
of Demand - - - - -
Multiple
Dry Year 5
Available Water
Supply 314,840 320,380 325,850 331,240 336,570
Total Water
Demand 199,204 212,756 222,310 231,876 241,447
Potential
Surplus (Deficit) 115,636 107,624 103,540 99,364 95,123 Percent Shortfall
of Demand - - - - -
(a) From the City of Fresno 2020 UWMP, Table 7-1.
(b) From the City of Fresno 2020 UWMP, Table 7-2.
(c) From the City of Fresno 2020 UWMP, Table 7-3.

Water Supply Assessment Approval Process
The Fresno City Council must approve this WSA at a regular or special meeting. Furthermore, the City must include this WSA in the Draft EIR that is being prepared for the Proposed Project.

In addition, SB 221 applies to residential subdivisions of over 500 dwelling units and requires that the water supplier provide a written verification that the water supply for the project is sufficient, prior to issuance of the final permits. Because the Proposed Project includes up to 57,891 residential dwelling units, it is subject to the requirements of SB 221 (Government Code section 66473.7).

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1.0 INTRODUCTION

1.1 Legal Requirement for Water Supply Assessment
California Senate Bill 610 (SB 610) and Senate Bill 221 (SB 221) amended state law, effective January 1, 2002, to improve the link between information on water supply availability and certain land use decisions made by cities and counties. SB 610 and SB 221 were companion measures which sought to promote more collaborative planning between local water suppliers and cities and counties. Both statutes require detailed information regarding water availability to be provided to the city and county decision-makers prior to approval of specified large development projects. The purpose of this coordination is to ensure that prudent water supply planning has been conducted, and that planned water supplies are adequate to meet existing demands, anticipated demands from approved projects and tentative maps, and the demands of proposed projects.

SB 610 amended California Water Code sections 10910 through 10915 (inclusive) to require land use led agencies to:
• Identify any public water purveyor that may supply water for a proposed development project; and
• Request a WSA from the identified water purveyor.

The purpose of the WSA is to demonstrate the sufficiency of the purveyor’s water supplies to satisfy the water demands of the proposed project, while still meeting the water purveyor’s existing and planned future uses. Water Code sections 10910 through 10915 delineate the specific information that must be included in the WSA.

1.2 Need for and Purpose of Water Supply Assessment
The purpose of this WSA is to perform the evaluation required by Water Code sections 10910 through 10915 in connection with the City’s Proposed Project. It is not to reserve water, or to function as a “will serve” letter or any other form of commitment to supply water (see Water Code section 10914). The provision of water service will continue to be undertaken in a manner consistent with applicable City policies and procedures, consistent with existing law.

1.3 Water Supply Assessment Preparation, Format and Organization The format of this WSA is intended to follow Water Code sections 10910 through 10915 to clearly delineate compliance with the specific requirements for a WSA. The WSA includes the following sections:
• Section 1: Introduction
• Section 2: Description of Proposed Project
• Section 3: Required Determinations
• Section 4: City of Fresno Water Service Area
• Section 5: City of Fresno Water Demands
• Section 6: City of Fresno Water Supplies
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• Section 7: Determination of Water Supply Sufficiency Based on the Requirements of SB 610 • Section 8: Water Supply Assessment Approval Process
• Section 9: References
Relevant citations of Water Code sections 10910 through 10915 are included throughout this WSA in italics to demonstrate compliance with the specific requirements of SB 610.

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2.0 DESCRIPTION OF PROPOSED PROJECT

2.1 Proposed Project Location
The Proposed Project is located within the City’s SOI and partially within the City Limits. The Proposed Project area encompasses approximately 7,077 acres of land, with approximately 63 percent residing within the City Limits. The Proposed Project is located west of State Route 99. It is bounded on the south by West Clinton Avenue, and to the west by Grantland and Garfield Avenues. The Plan Area includes the southwest portion of the unincorporated community of Highway City adjacent to State Route 99.

The Proposed Project is also south of the San Joaquin River. Figure 2-1 depicts the vicinity of the Proposed Project.

Currently, the Proposed Project area consists of both Urban and Built-Up land, farmland, or rural residential lots. The Proposed Project has approximately 3,070 acres of Urban and Built-Up land, 286 acres of Farmland of Statewide Importance, 509 acres of Unique Farmland, 1,563 acres of Farmland of Local Importance, and 1,650 acres of Vacant or Disturbed land and Rural Residential land in the Plan Area (De Novo, 2019).

The Proposed Project seeks to provide for the orderly and consistent development that promotes and establishes the West Area as a complete neighborhood with enhanced transportation infrastructure, development of core commercial centers, creation of additional parkland, and encouraging the development of a diverse housing stock. To fulfill this objective the Proposed Project will develop the Plan area for a wide variety of land uses including residential, commercial, office space, parks, and public facilities, as well as the required transportation and utility improvements (De Novo, 2019).

2.2 Proposed Land Uses and Unit Factors
The Proposed project land use plan utilizes the City’s existing 2014 General Plan (Dyett & Bhatia 2014) land use designations to maintain or re-designate some parcels in the West Area. However, the land uses in the General Plan don’t have assigned water demand factors. To remedy this, land uses from the General Plan were matched to the City’s 2014 Water Master Plan (West Yost, 2014) land uses, which have water demand factors, as shown in Table 2-1. These water use factors were derived from existing water consumption by existing land use in the 2007 Metropolitan Water Resources Management Plan Update Phase 1 Baseline System Characterization (West Yost, 2007). The 2025-unit water demand factors were selected for the calculation of water demands, because they are more representative of future demands than the other unit factors from the Master Plan.

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Table 2-1. Land Use and Unit Factors for the Proposed Project General Plan
Land Use Designation(a)
Water Master Plan
Land Use(b)
Water Master Plan
2025 Unit Factor, af/ac/yr(b)
Low, Medium Low, and Medium Single Family Residential 3.2 Medium High, Urban Neighborhood,
High, and Mixed Use Multi-Family Residential(c) 6.2
Office, Business Park, Mixed Use,
and Public Facilities Commercial/Institutional(c) 1.9
Light Industrial Industrial 1.9
Pocket Park, Neighborhood Park,
Community Park, and Regional Park Landscape Irrigation 2.9 Open Space and Ponding Basin Open Space(d)-
(a) From Notice of Preparation for the Specific Plan of the West Area (De Novo, 2019). (b) City of Fresno 2014 Water Master Plan, Table 3-5.
(c) Mixed Use land use included in both Multi-Family Residential and Commercial/Industrial Land Uses to account for multiple levels of development.
(d) Open Space does not have a water demands so it does not have a unit demand factor.

2.3 Projected Water Demand

2.3.1 Acreage and Assumptions
The Proposed Project will be a mixed-use development that will include various densities of residential units, commercial areas, various public facilities, parks, and light industrial land uses. The Proposed Project will include up to 57,891 Residential and Mixed-Use dwelling units, 319.1 acres of Commercial, 177.58 acres of Employment, up to 434.56 acres of Mixed-Use, 248.39 acres of Open Space, and 389.06 acres of Public Facilities. The Proposed Project land use differs from the General Plan land use for the Plan Area and is shown in detail in Table 2-2 For Mixed Use it was assumed for both the General Plan and Proposed Project that the area was both Multi-Family Residential and Commercial to provide a conservative estimate of water demands.

Losses were assumed to be 8 percent of total water deliveries, based on raw and potable water use data from the City’s 2020 UWMP (UWMP, 2020).

Land uses and water demands for the Plan Area under the General Plan and for the Proposed Project are summarized in Table 2-2. The proposed land uses for the Plan Area under the General Plan are shown on Figure 2-2 and the proposed land uses for the Proposed Project are shown in Figure 2-3.

2.3.2 Water Demand Calculations
Based on the water use factors described above, the projected water demand at buildout of the Proposed Project is shown in Table 2-2 The total water demand for the Proposed Project at buildout is projected to be approximately 23,349 af/yr. The Proposed Project is projected to use 381 af/yr less than the water demand projected using General Plan land uses for the Plan Area.

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Table 2-2. Land Uses and Projected Demands for the Proposed Project Land Use
General Plan,
Acres (a,b)
General Plan
Demand ac/yr
(c)
Specific Plan,
acres(a,b)
Specific Plan
Demand, ac/yr(c)
Low 817.79 2,616.9 516.57 1,653.0
Medium Low 825.97 2,643.1 1,456.98 4,662.3
Medium 2,357.00 7,542.4 2,065.37 6,609.2
Medium High 349.42 2,166.4 275.55 1,708.4
Urban Neighborhood 428.61 2,657.4 171.64 1,064.2
High 65.76 407.7 51.33 318.2
Subtotal - Residential 4,844.55 18,033.9 4,537.44 16,015.3 Community 138.66 263.5 52.74 100.2
Recreation 41.34 78.5 41.34 78.5
General 143.21 272.1 220.78 419.5
Regional 0.00 0.0 4.24 8.1
Subtotal - Commercial 323.21 614.1 319.10 606.3
Office 7.51 14.3 88.81 168.7
Business Park 77.11 146.5 56.02 106.4
Light Industrial 33.13 0.0 32.75 0.0
Subtotal - Employment 117.75 160.8 177.58 275.1
Neighborhood 0.00 0.0 255.95 2,073.2
Corridor/Center 106.19 860.1 96.00 777.6
Regional 144.72 1,172.2 82.61 669.1
Subtotal - Mixed Use 250.91 2,032.3 434.56 3,519.9
Pocket Park 2.45 7.1 1.55 4.5
Neighborhood Park 83.71 242.8 86.26 250.2
Community Park 38.18 110.7 24.20 70.2
Regional Park 0.00 0.0 0.00 0.0
Open Space 6.79 0.0 6.79 0.0
Ponding Basin 107.18 0.0 129.59 0.0
Subtotal - Open Space 238.31 360.6 248.39 324.9
Public Facility 21.78 41.4 27.42 52.1
Church 11.59 22.0 55.80 106.0
Special School 18.38 34.9 18.38 34.9
Elementary School 81.82 155.5 91.82 174.5
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Table 2-2. Land Uses and Projected Demands for the Proposed Project Land Use
General Plan,
Acres (a,b)
General Plan
Demand ac/yr
(c)
Specific Plan,
acres(a,b)
Specific Plan
Demand, ac/yr(c)
Elementary/Middle/
High School 145.37 276.2 145.37 276.2
High School 46.95 89.2 46.95 89.2
Fire Station 5.52 10.5 3.32 6.3
Subtotal - Public
Facilities
331.41 629.7 389.06 739.2
Losses(d)- 1,898.4 - 1,867.9
Total 6,106.14 23,729.8 6,106.13 23,348.6
(a) From Notice of Preparation for the Specific Plan of the West Area (De Novo, 2019), Table 1. (b) Totals and Subtotals may differ from the Notice of Preparation due to rounding. (c) Demands calculated using unit demand factors from Table 2-1. (d) Losses are assumed to be 8 percent of water use. Based on the City of Fresno 2020 UWMP, Table 4-1 and Section 4.2.2. 0 2,500 5,000
Scale in Feet

Last Saved: 8/7/2019 2:31:39 PM \\PLS-FS01\Pleasanton\Clients\487 De Novo Planning Group\60-19-16 Fresno SPWA\GIS\MXD\Fig0202_General_Plan.mxd : thoang Notes:

1. General Plan land uses and land use
type for the West Area come from
Figure 4 in the Specific Plan of the West
Area, prepared by De Novo, 2019.

Symbology
Fresno West Area Boundary
Sphere of Influence
County Line

GARFIELD AVE

SHAW AVE SHAW AVE

MARKSAVE

PALM AVE PALM AVE

ASHLAN AVE ASHLAN AVE

VAN NESS BLVD

POLK AVE

WEST AVE

HAYESAVE

CLINTON AVE CLINTON AVE

MCKINLEY AVE

GOLDEN STATE BLVD

WEBER AVE

SIERRAAVE

FRUITAVE

SHIELDS AVE

BRYAN AVE

GRANTLAND AVE

HERNDON AVE HERNDON AVE

CHATEAU FRESNO AVE
¬«99
¬«99
Figure 2-2
General Plan Land
Uses
Fresno West Area
Neighborhood Specific Plan
0 2,500 5,000
Scale in Feet

Last Saved: 6/2/2020 8:58:01 AM O:\Clients\487 De Novo Planning Group\60-19-16 Fresno SPWA\GIS\MXD\Fig0203_Specific_Plan.mxd : thoang Notes:

1. Specific Plan land uses and land use
type for the West Area come from
Figure 6 in the Specific Plan of the West
Area, prepared by De Novo, 2019.

Symbology
Fresno West Area Boundary
Sphere of Influence
County Line

GARFIELD AVE
Figure 2-3
Specific Plan Land
Uses
Fresno West Area
Neighborhood Specific Plan
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3.0 REQUIRED DETERMINATIONS

3.1 Does SB 610 apply to the Proposed Project?
10910 (a) Any city or county that determines that a project, as defined in Section 10912, is subject to the California Environmental Quality Act (Division 13 (commencing with Section 21000) of the Public Resources Code) under Section 21080 of the Public Resources Code shall comply with this part. 10912 (a) “Project” means any of the following:
(1) A proposed residential development of more than 500 dwelling units. (2) A proposed shopping center or business establishment employing more than 1,000 persons or having more than 500,000 square feet of floor space.
(3) A proposed commercial office building employing more than 1,000 persons or having more than 250,000 square feet of floor space.
(4) A proposed hotel or motel, or both, having more than 500 rooms. (5) A proposed industrial, manufacturing, or processing plant, or industrial park planned to house more than 1,000 persons, occupying more than 40 acres of land, or having more than 650,000 square feet of floor area.
(6) A mixed-use project that includes one or more of the projects specified in this subdivision. (7) A project that would demand an amount of water equivalent to, or greater than, the amount of water required by a 500-dwelling unit project.

Based on the following facts, SB 610 does apply to the Proposed Project. • The City of Fresno has determined that the Proposed Project is subject to the California Environmental Quality Act (CEQA) and that an EIR is required. • The Proposed Project includes residential, commercial, and light industrial land uses, and therefore is a mixed-use project. The Proposed Project includes up to 57,891 residential dwelling units, up to 52,810,184 sf of retail, and up to 3,868,564 sf of commercial office buildings therefore meets the definition of a “Project” as specified in Water Code section 10912(a) paragraph (1), paragraph (3), and possibly others. The Proposed Project therefore meets the definition of a “Project” as specified in Water Code section 10912(a) paragraph (6) for mixed-use projects.

The Proposed Project has not been the subject of a previously adopted WSA and has not been included in an adopted WSA for a larger project. Therefore, according to Water Code section 10910(a), a WSA is required for the Proposed Project.

3.2 Who is the Identified Public Water System?
10910(b) The city or county, at the time that it determines whether an environmental impact report, a negative declaration, or a mitigated negative declaration is required for any project subject to the California Environmental Quality Act pursuant to Section 21080.1 of the Public Resources Code, shall identify any water system that is, or may become as a result of supplying water to the project identified pursuant to this subdivision, a public water system, as defined by Section 10912, that may supply water for the project 10912 (c) “Public water system” means a system for the provision of piped water to the public for human consumption that has 3,000 or more service connections.

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As shown on Figure 2-1, the majority of the Proposed Project is located within the City of Fresno’s Limits.

The City’s water system service area includes most areas within the City Limits. Therefore, the City is the identified public water system for the Proposed Project.

3.3 Does the City have an adopted Urban Water Management Plan (UWMP) and does the UWMP include the projected water demand for the Proposed Project?
10910(c)(1) The city or county, at the time it makes the determination required under Section 21080.1 of the Public Resources Code, shall request each public water system identified pursuant to subdivision (b) to determine whether the projected water demand associated with a proposed project was included as part of the most recently adopted urban water management plan adopted pursuant to Part 2.6 (commencing with Section 10610).

The City’s most recently adopted UWMP was adopted by the Fresno City Council in July 2021 and is incorporated by reference into this WSA1. The City’s 2020 UWMP included water demand projections for current water demands within the City (baseline demand) and anticipated water demands associated with future development projects and planning areas within the City’s General Plan SOI through 2045.

Water demands for the Proposed Project are not specifically designated in the City’s 2020 UWMP.

However, the General Plan planning area (the SOI) was included in the UWMP and the Specific Plan is the implementation of the General Plan with slightly different land use types, so the Proposed Project is included in the City’s 2020 UWMP. The City’s ability to meet the projected water demands for the Proposed Project is described in Section 7 of this WSA. 1 City of Fresno 2020 Urban Water Management Plan, prepared by Water Systems Consulting, Inc., July 2021.

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4.0 CITY OF FRESNO WATER SERVICE AREA

4.1 Water Service Area
The City of Fresno is located in San Joaquin Valley in Fresno County, California, and was incorporated in 1885.

The existing incorporated area of the City encompasses approximately 115 square miles (2020 UWMP). The City’s General Plan includes the City’s SOI, the area outside of the City limits that the City expects to annex and urbanize in the future.

With a few exceptions, the City’s water service area is coterminous with the City Limits. As future developments within the SOI, but outside the City Limits, are approved, they will be annexed into the City and served by the City water system. Figure 2-1 illustrates the current City Limits and the SOI.

4.2 Population
The City experienced rapid growth since it was founded by the Central Pacific Railroad in 1872 up through the mid-1990s, when the City’s annual growth rate was typically greater than 2 percent. From 1995 to 2015, the annual growth rate has decreased to an average of 1.3 percent, and since 2015, the rate has not surpassed 1.0 percent.

The population served by the City Water Division is slightly higher than the City’s population after adding unincorporated areas served by the City and removing areas within the City limits served by private water companies, special districts, or private wells. The City acquired County service areas and facilities in 1989, which increased the service area population to slightly greater than the City population since 1990.

According to the City’s Planning and Development Department, the City’s water service area population is anticipated to continue to grow along with the City, with some slightly higher growth years anticipated within the next 10 years due to multiple large developments planned for completion in the near term.

The long-term water service area population annual growth rate is expected to be 1.44 percent between 2020 and 2056 to account for absorbing these areas into the City’s water system. Population buildout is expected by 2056.

Table 4-1 shows the City’s projected population in five-year increments to the year 2045.

Table 4-1. City of Fresno Existing and Projected Population Years 2020 2025 2030 2035 2040 2045
Population Projection(a) 550,217 609,433 674,677 719,327 765,278 812,529 (a) From the City of Fresno 2020 UWMP, Table 3-3.

4.3 Climate
The City’s service area is in California’s San Joaquin Valley in Fresno County along Highway 99. The climate of the area is best described as Mediterranean, characterized by hot dry summers and cool winters.

Precipitation in the area averages around 11 inches per year, as shown in Table 4-2. As shown by the average evapotranspiration (ETₒ) and temperature values in Table 4-2, the City’s water use in the summer months is significantly higher than in the winter, reflecting increased water use for irrigation purposes during the hot, dry summers.

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Table 4-2. City of Fresno Climate Data(a)
Month
Average ETo,
inches
Average Rainfall,
inches
Average Min
Temperature, F
Average Max
Temperature, F
January 1.17 2.33 56.9 37.4
February 1.98 1.8 62.6 39.8
March 3.73 1.99 68.4 43.6
April 5.43 0.99 73.7 46.9
May 7.33 0.54 81.3 53.2
June 8.41 0.19 89.6 59.1
July 8.8 0.02 95.7 63.8
August 7.82 0.01 94.6 62.5
September 5.69 0.07 89.6 57.9
October 3.68 0.59 79.3 49.3
November 1.85 0.98 66.2 40.6
December 1.1 1.83 56.5 36.1
Annual Totals/Average 56.99 11.34 76.2 49.2
(a) From the City of Fresno 2020 UWMP, Table 3-2.

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5.0 CITY OF FRESNO WATER DEMANDS
10910(c)(2) If the projected water demand associated with the proposed project was accounted for in the most recently adopted urban water management plan, the public water system may incorporate the requested information from the urban water management plan in preparing the elements of the assessment required to comply with subdivisions (d), (e), (f), and (g).

The descriptions provided below for the City’s water demands have been taken, for the most part, from the City’s 2020 UWMP, which was adopted in July 2021. Supplemental information from other available reports has been included to provide the most recent data available and to meet the specific requirements of SB 610.

5.1 Historical and Existing Water Demand
The City’s water demand has decreased as a result of the economic downturn of 2008 through 2011, water use reductions in response to recent drought conditions, and metering of residential properties.

Since 2013, all water services in the City’s water service area have been metered. Single family residential water use has decreased since the Single-Family Metering Program was completed in 2013. Landscape irrigation demands did decrease in 2015 and 2016, likely due to the drought restrictions, and continue to recover after the drought ended in 2017. Table 5-1 shows the City’s historical water demands for 2005, 2010, and 2013-2020.

Table 5-1. Historical Water Demand, af/yr
2013(a) 2014(a) 2015(a) 2016(a) 2017(a) 2018(a) 2019(a) 2020(b) Total Potable and
Raw Water Demand 133,692 122,191 102,308 103,045 110,525 110,725 106,500 121,993 (a) City of Fresno 2020 UWMP, Figure-4-1.
(b) City of Fresno 2020 UWMP, Table 4-2.

5.2 Future Water Demand
The City’s 2045 projected water demand at buildout (based on existing water demand, the projected demands for the West Area under the General Plan, the difference in demands for the West Area between the Specific Plan and the General Plan, and undefined future developments) is summarized in Table 5-2.

The General Plan is expected to be built out by 2056, but for the purposes of this WSA the West Area was assumed to be annexed and built out by 2045. The City’s preliminary water demand projections for the West Area under the General Plan were higher than for the Specific Plan, resulting in a negative value if the Proposed Project is built instead of the General Plan.

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Table 5-2. Projected Future Water Demand at 2045
Units, af/yr Water Demand
Current (2020) Water Demand(a) 121,993
General Plan for West Area(b) 23,730
Subtotal (without Project) 145,723
Project (West Area Neighborhood Specific Plan)(b,c)-381 Subtotal (with Project) 145,723
Undefined Future Developments(d) 95,724
Total Water Demand 241,447
(a) Data from Table 5-1 of this WSA.
(b) Data from Table 2-2 of this WSA.
(c) Difference between West Area Neighborhood Specific Plan and General Plan for West Area. (d) Balance between Subtotal (with Project) and Total Water Demand.

5.3 Dry Year Water Demand
As shown in Table 5-1, the City’s 2015 water demand was significantly lower than the 2013 demand in response to the drought and the Governor’s April 2015 Executive Order B-29-15 mandating 25 percent water conservation statewide. To reduce water use by 25 percent statewide, the State Water Resources Control Board (SWRCB) adopted a regulation which placed each urban water supplier into one of nine tiers which are assigned a conservation standard, ranging between 4 percent and 36 percent. Each month, the SWRCB compared every urban water suppliers’ water use with their use for the same month in 2013 to determine if they were on track for meeting their conservation standard. The City of Fresno was initially placed into Tier 7 with a water conservation standard of 28 percent as compared to 2013 use (the City’s conservation standard was reduced to 25 percent in early 2016) (SWRCB, 2015; SWRCB, 2016).

The City has adopted a set of restrictions on water usage that helps promote water conservation and overall water use consumption. The City Municipal Code contains sections on water conservation that are to take place under normal water supply conditions. These measures are mandated year-round and can be found in detail in Section 6-520(a) of the City’s Municipal Code. The City’s Water Shortage Contingency Plan, outlined in Section 8 and Appendix J of the City’s 2020 UWMP, includes a five-stage plan describing specific actions to reduce water demand more than 50 percent in the event of a water supply shortage or emergency. Demand is expected to decrease as the City implements water conservation measures in response to multiple dry years or other supply changes (City of Fresno 2020 UWMP).

Table 5-3 presents the projected future dry year potable water demand.

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Table 5-3. Projected Future Dry Year Water Demand, af/yr Hydrologic Condition 2025 2030 2035 2040 2045
Single Dry Year(a) 164,092 176,132 184,174 192,228 200,287 Multiple Dry Year
First Year(b) 199,204 212,756 222,310 231,876 241,447
Multiple Dry Years
Second Year(b) 199,204 212,756 222,310 231,876 241,447
Multiple Dry Years
Third Year(b) 190,267 193,637 197,736 201,753 205,708
Multiple Dry Years
Fourth Year(b) 162,551 165,920 170,020 174,036 177,992
Multiple Dry Years
Fifth Year(b) 199,204 212,756 222,310 231,876 241,447
(a) From the City of Fresno 2020 UWMP, Table 7-2.
(b) From the City of Fresno 2020 UWMP, Table 7-3.

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6.0 CITY OF FRESNO WATER SUPPLIES
10910(c)(2) If the projected water demand associated with the proposed project was accounted for in the most recently adopted urban water management plan, the public water system may incorporate the requested information from the urban water management plan in preparing the elements of the assessment required to comply with subdivisions (d), (e), (f) and (g).
10910(d)(1) The assessment required by this section shall include an identification of any existing water supply entitlements, water rights, or water service contracts relevant to the identified water supply for the proposed project, and a description of the quantities of water received in prior years by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), under the existing water supply entitlements, water rights, or water service contracts 10910(d)(2) An identification of existing water supply entitlements, water rights, or water service contracts held by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), shall be demonstrated by providing information related to all of the following:
(A) Written contracts or other proof of entitlement to an identified water supply. (B) Copies of a capital outlay program for financing the delivery of a water supply that has been adopted by the public water system.
(C) Federal, state, and local permits for construction of necessary infrastructure associated with delivering the water supply.
(D) Any necessary regulatory approvals that are required in order to be able to convey or deliver the water supply.
10910(e) If no water has been received in prior years by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), under the existing water supply entitlements, water rights, or water service contracts, the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), shall also include in its water supply assessment pursuant to subdivision (c), an identification of the other public water systems or water service contract-holders that receive a water supply or have existing water supply entitlements, water rights, or water service contracts, to the same source of water as the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), has identified as a source of water supply within its water supply assessments.

It is anticipated that the Proposed Project, if approved by the City, would be served from City’s existing and future portfolio of water supplies. The inclusion of existing and planned future water supplies is specifically allowed by the Water Code:

Water Code section 10631(b): Identify and quantify, to the extent practicable, the existing and planned sources of water available to the supplier over the same five-year increments described in subdivision (a).

The water supply for the Proposed Project will have the same water supply reliability and water quality as the water supply available to the City’s other existing and future water customers. Proponents of individual developments within the Proposed Project area will provide their proportionate share of required funding to the City for the acquisition and delivery of treated potable and recycled water supplies to the Proposed Project area.

The water supplies needed to serve the Proposed Project (together with existing water demands and planned future uses) are described in the City’s 2020 UWMP. Therefore, the descriptions provided below for the City’s water supplies have been taken, for the most part, from the City’s 2020 UWMP, which was adopted in July 2021. Supplemental information from other available reports has also been included to provide the most recent data available and to meet the specific requirements of SB 610.

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6.1 Existing Water Supplies
The City currently receives water supplies from four sources:
• Surface water contract water that is delivered to the City by two separate sources:
— FID Agreement for Kings River water.
— USBR Central Valley Project (CVP) Friant Division Contract for San Joaquin River water. • Groundwater that is pumped from groundwater wells located within the City. • Recycled water that is treated at the RWRF and NFWRF. This water may only be used for non-potable uses.

Each of these existing supplies is described below.

6.1.1 Surface Water Contracts
The cumulative supply these contracts bring to the City provide the opportunity to construct surface water treatment facilities and optimize the use of these supplies. This conjunctive use approach continues the process of allowing the groundwater system to recover. Each of the surface water supplies is summarized in the following two sections (City of Fresno 2020 UWMP).

6.1.1.1 Surface Water Supplies through FID Agreement
In May of 1976 the City of Fresno and FID executed an agreement that stipulated that as land is annexed to the City, the City will receive a pro rata share of FID’s Kings River entitlement; this agreement was revised, amended, and restated in December, 20162. The pro rata share is based on the area annexed to the City, and within FID’s boundaries, as compared to the total area of FID’s water service area. The agreement stipulates the allocation amount will be reviewed each year by the two agencies to address new annexations to the City. So, as the City annexes new areas the allocation will increase up to the limits stipulated in the 2016 agreement. Utilizing GIS, there will be approximately 71,925 acres of land within the SOI and within FID’s water service boundaries at SOI buildout, excluding Bakman Water Company, CSU Fresno, and County islands.

As the City incorporates new land area into its service area, the percentage of FID supply increases.

However, the 2016 FID Agreement sets the maximum percentage as 29.0 percent, although the City’s service area is anticipated to expand and encompass more than 29.0 percent of FID’s service area between 2025 and 2030. In 2020, the City’s percentage of overall FID Kings deliveries was 25.79 percent.

The supply projections in this plan limit the City’s FID supply with the 29.0 percent cap, but if the agreement were revised in the future the City’s FID allocation percentage could grow beyond 29.0 percent as the water service area expands (City of Fresno 2020 UWMP).

6.1.1.2 Surface Water Supplies through USBR Contract
The City, through an agreement originally executed in January of 1961, secured a surface water supply from USBR CVP - Friant Division. This agreement, for an annual water supply of 60,000 af of Class 1 water, was last renewed in 2010 as a Section 9(d) Contract that provides water from the San Joaquin River in perpetuity. The USBR CVP – Friant Division facilities generally include: Friant Dam (Millerton Reservoir); 2 Revised, Amended, and Restated Cooperative Agreement between Fresno Irrigation District and City of Fresno for Water Utilization and Conveyance, dated December 20, 2016.

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the Friant Kern Canal; and the Madera Canal. The Friant-Kern Canal is maintained and operated by the Friant Water Authority. The USBR water supply is a wholesale supply.

Class 1 water was intended to be a supply that would be dependable in practically every year, regardless of the type of hydrologic water year. Class 2 water is essentially excess water available as determined by USBR and less reliable than Class 1 water. Class 1 water has historically been very reliable until the San Joaquin River Restoration Settlement and more recently by the restrictions on diversions from the Delta due to concerns over the declining health of Delta ecosystem (City of Fresno 2020 UWMP).

6.1.2 Groundwater
10910(f) If a water supply for a proposed project includes groundwater, the following additional information shall be included in the water supply assessment.
10910(f)(1) A review of any information contained in the urban water management plan relevant to the identified water supply for the proposed project.
10910(f)(2) A description of any groundwater basin or basins from which the proposed project will be supplied.

For those basins for which a court or the board has adjudicated the rights to pump groundwater, a copy of the order or decree adopted by the court or the board and a description of the amount of groundwater the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), has the legal right to pump under the order or decree. For basins that have not been adjudicated, information as to whether the department has identified the basin or basins as overdrafted or has projected that the basin will become overdrafted if present management conditions continue, in the most current bulletin of the department that characterizes the condition of the groundwater basin, and a detailed description by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), of the efforts being undertaken in the basin or basins to eliminate the long-term overdraft condition. 10910(f)(3) A detailed description and analysis of the amount and location of groundwater pumped by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), for the past five years from any groundwater basin from which the proposed project will be supplied. The description and analysis shall be based on information that is reasonably available, including, but not limited to, historical use records.

A detailed description and analysis of the amount and location of groundwater that is projected to be pumped by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), from any basin from which the proposed project will be supplied. The description and analysis shall be based on information that is reasonably available, including, but not limited to, historical use records. 10910(f)(4) An analysis of the sufficiency of the groundwater from the basin or basins from which the proposed project will be supplied to meet the projected water demand associated with the proposed project.

A water assessment shall not be required to include the information required by this paragraph if the public water system determines, as part of the review required by paragraph (1), that the sufficiency of groundwater necessary to meet the initial and projected water demand associated with the project was addressed in the description and analysis required by paragraph (4) of subdivision (b) of Section 10631.

6.1.2.1 Groundwater Overview
The City pumps groundwater from a portion of the Kings Subbasin underlying the City. The City’s 2020 UWMP states that the City has a network of over 270 municipal wells and currently operates approximately 202 municipal supply wells within the Kings Subbasin. Groundwater quality is a concern because the groundwater basin has several major contaminant plumes involving organic compounds, inorganic compounds, solvents, pesticides, and other contaminants. A number of the City’s wells are currently being treated or blended to address various contaminants. The total well capacity, when the City’s WMP was written, was approximately 460 mgd.

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6.1.2.2 Basin Description
The City’s wells are located within the northern part of the Kings Subbasin of the San Joaquin Valley Groundwater Basin. The following section describes the Kings Subbasin, including its water-bearing formations, water levels, and water quality. Much of the following information has been incorporated from the City’s 2020 UWMP. Except where noted, the description of the sub-basin is based largely on information provided in the 2016 Department of Water Resources (DWR) Bulletin 118 Interim Update, in which the groundwater basin description was last updated in December 2016.

The Kings Subbasin is not adjudicated and there are no legal restrictions to groundwater pumping. The Kings Subbasin is generally bounded: on the north by the San Joaquin River; on the west by the Fresno Slough; on the south by the Kings River and Cottonwood Creek; and on the east by the Sierra foothills. The upper several hundred feet within the Kings Subbasin generally consists of highly permeable, coarse-grained deposits, which are termed older alluvium. Coarse-grained stream channel deposits, associated with deposits by the ancestral San Joaquin and Kings Rivers, underlie much of the northwest portions of the City. Below the older alluvium to depths ranging from about 600 to 1,200 feet below ground surface, the finer-grained sediments of the Tertiary-Quaternary continental deposits are typically encountered. Substantial groundwater has been produced and utilized from these depths by the City; however, deeper deposits located in the southeastern and northern portions of the City have produced less groundwater. There are also reduced deposits in the northern and eastern portions of the City, at depths generally below 700 or 800 feet, which are associated with high concentrations of iron, manganese, arsenic, hydrogen sulfide, and methane gas. Groundwater at these depths does not generally provide a significant source for municipal supply wells. The City’s average groundwater depth in 2015 is approximately 130 below the ground surface.

6.1.2.3 Conditions of Overdraft
The Sustainable Groundwater Management Act (SGMA) directs DWR to identify groundwater basins and subbasins that are in conditions of critical overdraft. This designation is determined based upon the presence of "undesirable impacts" such as seawater intrusion, land subsidence, groundwater depletion, and chronic lowering of groundwater levels. Per DWR's current list of critically overdrafted basins, finalized in February 2019, the Kings Subbasin is designated as a critically overdrafted basin.

As part of the California Statewide Groundwater Elevation Monitoring (CASGEM) Program, DWR is required to prioritize California groundwater basinsto help identify, evaluate, and determine the need for additional groundwater level monitoring. Per the current CASGEM draft prioritization, completed in April 2019, the Kings Subbasin is a high priority subbasin (DWR, 2019).

The City has long made efforts toward offsetting the decline of groundwater levels and minimizing overdraft conditions through an active intentional recharge program that started in 1971. Through cooperative agreements with Fresno Metropolitan Flood Control District (FMFCD) and FID, the City has access to not only City-owned basins, but also those of these two agencies. The City has averaged over 60,000 af/yr the previous five years and plans to gradually increase recharge by about 540 af/yr each year.

However, during wet years the City will recharge more water when it is available to allow to the City to draw on additional groundwater during dry years when surface water is not available.

6.1.2.4 Groundwater Management
As part of a partnership of local municipal water purveyors, irrigation districts, a flood control district, and the overlying county, the Fresno Area Regional Groundwater Management Plan (FARGMP) was prepared in conformance with AB 3030 and SB 1938. The objectives of the FARGMP have been developed to West Area Neighborhood Specific Plan
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monitor, protect, and sustain groundwater within the region. The City of Fresno and the other participating agencies subsequently adopted the groundwater management plan in 2006 (City of Fresno 2020 UWMP). The City of Fresno falls within the North Kings Groundwater Sustainability Agency (NKGSA).

The NKGSA prepared and submitted its GSP on January 28, 2020 and is awaiting completion of DWR’s review (DWR SGMA Portal GSP Status Summary).

6.1.2.5 Historical Groundwater Use
As discussed previously, the City has a network of over 270 municipal wells and currently operates approximately 202 municipal supply wells within the Kings Subbasin, according to the 2020 UWMP. The City’s groundwater production over the last 18 years is provided in Table 6-1.

Table 6-1. City of Fresno Historical Groundwater Production, af/yr Year Total Groundwater Production
2003 165,200
2004 160,000
2005 141,500
2006 136,000
2007 146,300
2008 148,700
2009 138,200
2010 128,600
2011 119,900
2012 119,500
2013 123,200
2014 106,800
2015 82,500
2016 99,100
2017 105,200
2018 76,800
2019 54,600
2020 55,000
(a) From the City of Fresno 2020 UWMP, Figure-6-7.

6.1.2.6 Projected Future Groundwater Use
The amount of groundwater pumped during dry years is not projected to differ from the amount pumped during normal years. The City’s projected future groundwater production through 2045 is provided in Table 6-2.

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Table 6-2. City of Fresno Projected Future Groundwater Production in Normal and Dry Years(a), af/yr
2025 2030 2035 2040 2045
Total Groundwater Production
During a Normal Year(a) 138,090 143,630 149,100 154,490 159,820 Total Groundwater Production
During Dry Years(b) 138,090 143,630 149,100 154,490 159,820 (a) From the City of Fresno 2020 UWMP, Table 7-1.
(b) From the City of Fresno 2020 UWMP, Table 7‑2.

6.1.2.7 Groundwater Sufficiency
The City’s 2020 UWMP addressed the sufficiency of the City’s groundwater supplies, in conjunction with the City’s other existing and additional water supplies, to meet the City’s existing and planned future uses.

Based on the information provided above and that included in the City’s 2020 UWMP, the City’s groundwater supply, together with the City’s other existing and additional planned future water supplies, is sufficient to meet the water demands of the Proposed Project, in addition to the City’s existing and planned future uses. See Section 7 for a detailed determination of the sufficiency of the City’s water supply portfolio, including groundwater, to meet the demands of the Proposed Project.

6.2 Future Water Projects
The inclusion of planned future water supplies in this WSA is specifically allowed by the Water Code:

Water Code section 10631(b): Identify and quantify, to the extent practicable, the existing and planned sources of water available to the supplier over the same five-year increments described in subdivision (a).

The City has a number of future capital improvement projects planned to maintain and upgrade existing water supply and distribution facilities. The City is also undergoing a large capital improvement program outlined in their 2014 Metropolitan Water Resources Management Plan (Metro Plan). The timing for groundwater recharge capacity expansion will be examined as part of the Metro Plan update and is assumed to increase to allow for an additional 540 af/yr of recharge to occur on average each year. The City has constructed an 80 mgd surface water treatment plant, called the Southeast Surface Water Treatment Facility (SESWTF). The City upgraded their Northeast Surface Water Treatment Facility (NESWTF) from 30 mgd to 60 mgd. The City expects to implement construction on the final portion of the Southwest recycled water distribution system in 2021. The completed distribution system will allow an additional 5,000 AF of recycled water use in the City to offset potable demands that can be used in all hydrological year types. The expansion is projected to be completed by 2025. In addition, the City is evaluating future beneficial transfers and exchanges of the City’s USBR water in normal water years when available water supplies exceed demands.

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6.3 Summary of Existing and Additional Planned Future Water Supplies
Table 6-3 provides a summary of the City’s 2020 actual water supply deliveries and projected future available water supply available. A discussion of the future anticipated availability of these existing and additional planned future water supplies during dry years is provided in the next section.

Table 6-3. City of Fresno Historical and Projected Water Supplies Units: af/yr 2020(a) 2025(b) 2030(b) 2035(b) 2040(b) 2045(b) Groundwater 55,028 138,090 143,630 149,100 154,490 159,820 USBR CVP 37,447 60,000 60,000 60,000 60,000 60,000
FID Kings River 71,292 125,030 131,600 131,600 131,600 131,600 Total Potable Water Supply 163,767 323,120 335,230 340,700 346,090 351,420 Recycled Water, RWRF 858 5,800 5,800 5,800 5,800 5,800
Recycled Water, NFWRF 54 110 110 110 110 110
Total Recycled Water Supply 912 5,910 5,910 5,910 5,910 5,910 Total Water Supply 164,679 329,030 341,140 346,610 352,000 357,330 (a) From City of Fresno 2020 UWMP, Table 6-7.
(b) From City of Fresno 2020 UWMP, Table 6-8.

6.4 Water Supply Availability and Reliability
Water Code section 10910 (c)(4) requires that a WSA include a discussion with regard to “whether total projected water supplies, determined to be available by the city or county for the project during normal, single dry, and multiple dry water years during a 20-year projection, will meet the projected water demand associated with the proposed project, in addition to existing and planned future uses, including agricultural and manufacturing uses.” Accordingly, this WSA addresses these three hydrologic conditions through the year 2045.

Also, in response to historical drought conditions and the (now expired) State of Emergency proclaimed by Governor Brown, first in January 2014 and most recently in April 2015, this WSA provides a discussion of the availability and reliability of the City’s available water supplies to meet the City’s water demands in the event that the City’s surface water supplies are limited under emergency water supply conditions.

6.4.1 Normal, Single Dry, and Multiple Dry Years
The reliability of each of the City’s existing and additional planned water supplies and their projected availability during normal, single dry, and multiple dry years, as described in Section 7 of the City’s 2020 UWMP, is described below and summarized in Table 6-4. The City expects to meet system water demand, regardless of regional hydrology (City of Fresno 2020 UWMP).

The City’s surface water supply could face constraints during dry years.

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Water supplied from the FID contract is most susceptible to annual hydrologic conditions. The annual variability of precipitation, snowpack, and river flow conditions will then influence, and may constrain, the City’s allocation from this source. Another factor that may constrain the availability of Kings River water supply is scheduled maintenance of FID’s vast canal network. FID typically terminates water deliveries to the City’s water treatment facilities in the months of November and/or December so they may perform necessary infrastructure repairs and maintenance. To ensure year-round delivery of water to the SESWTF a raw water pipeline is being constructed.

The City also has a contract for 60,000 af/yr of Class 1 water from the USBR’s CVP, which is affected by required downstream flows for the San Joaquin River and the imposed restrictions on water diversions from the Delta. These restrictions have resulted in years where the CVP - Friant Division contractors, such as the City of Fresno, receives zero allocations. The water supply is also restricted by maintenance of infrastructure, which results in termination of water supply during the months of November and/or December. To improve delivery reliability and to protect the source water from deleterious impacts from environmental and other malicious acts, the City completed a 4.6-mile long raw water pipeline that will permit the delivery of USBR water from the Friant-Kern Canal directly to the NESWTF (Recharge Fresno 2019).

Groundwater has long been the primary water supply source for the City. The continued use of groundwater is key to the sustainable use of all supplies, which is inclusive of surface water and recycled water. The groundwater supply has declined over the last eighty years, requiring new deeper wells and the lowering of pumps in existing wells. A constraint to lowering the pumps in existing wells is the limited depth of numerous existing municipal water wells. If the declining groundwater trend isn’t reversed, it may cause a reduction in pumping capacity of the City’s water system. Another constraint to the use of groundwater is the negative impacts from contamination. To ensure the continued beneficial use of the groundwater supply, the City will have to remain proactive in pursuing responsible parties so the proper remediation is conducted to preserve the groundwater system as a viable and sustainable resource in perpetuity. Despite these concerns, groundwater supply during normal and dry years was assumed to be constant, as shown in Table 6-2.

The supply of recycled water produced by the City’s recycled water facilities is expected to be unaffected by single or multiple dry years. While the supply of wastewater used to produce the recycled water may decrease somewhat if voluntary or mandatory conservation measures are enacted.

Table 6-4. Multiple Dry Year Water Supply, af-ft/yr
2025 2030 2035 2040 2045
Normal Year(a) 329,030 341,140 346,610 352,000 357,330
Single Dry Year(b) 189,852 195,392 200,862 206,252 211,582 Multiple Dry Year 1(c) 273,725 279,265 284,735 290,125 295,455 Multiple Dry Year 2(c) 274,626 280,166 285,636 291,026 296,356 Multiple Dry Year 3(c) 217,568 223,108 228,578 233,968 239,298 Multiple Dry Year 4(c) 189,852 195,392 200,862 206,252 211,582 Multiple Dry Year 5(c) 314,840 320,380 325,850 331,240 336,570 (a) City of Fresno 2020 UWMP, Table 7-1.
(b) City of Fresno 2020 UWMP, Table 7-2.
(c) City of Fresno 2020 UWMP, Table 7-3.

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6.4.2 Emergency Water Supply Conditions
In addition to the water conservation measures outlined in Section 6-520 of the Fresno Municipal Code, the City’s 2020 UWMP includes a Water Shortage Contingency Plan (WSCP) to address situations when catastrophic water supply interruptions occur due to regional power outage, earthquake, or other disasters; and when drought occurs. The City’s WSCP includes an analysis of existing and projected water demands and supplies, a water conservation and rationing plan with mandatory prohibitions and penalties, and an analysis of projected revenues and expenditures. The WSCP outlines five stages of action to be undertaken in response to water supply shortages, including more than 50 percent reduction in water supply and an outline of specific water supply conditions that are applicable to each stage. The City also has a Water Quality Emergency Notification Plan in place to coordinate the City’s response in the event of a catastrophic water supply interruption.

Triggering from one stage to the next is done based on water supply conditions. Factors to take into consideration include decreases in surface water from USBR and FID, from reductions in infrastructure capacity related to the water treatment plants or pipelines, decrease in groundwater levels in 30 key wells, or climate or state political conditions that would impact the allotment of water supply. Consumption reduction methods outlined in the WSCP include limiting or prohibiting the watering of lawns and other landscape areas, restricting water use at outdoor facilities, restrictions on water use for decorative water features, and prohibiting car washes or laundries which do not use recycled or recirculated water. Rate changes and fees may be implemented to penalize excessive water use or violation of water use ordinances (City of Fresno 2020 UWMP).

If an emergency were to occur, requiring the City to implement its WSCP, all of the City’s customers, including those within the Proposed Project area, would be subject to the same water conservation measures and water use restrictions as included in City’s WSCP.

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7.0 DETERMINATION OF WATER SUPPLY SUFFICIENCY BASED ON THE REQUIREMENTS OF SB 610
Water Code section 10910 states:
10910(c)(4) If the city or county is required to comply with this part pursuant to subdivision (b), the water supply assessment for the project shall include a discussion with regard to whether the total projected water supplies, determined to be available by the city or county for the project during normal, single dry, and multiple dry water years during a 20-year projection, will meet the projected water demand associated with the proposed project, in addition to existing and planned future uses, including agricultural and manufacturing uses.

Pursuant to Water Code section 10910(c)(4) and based on the technical analyses described in this Water Supply Assessment, the City finds that the total projected water supplies determined to be available for the Proposed Project during Normal, Single Dry, and Multiple Dry water years during a 20-year projection will meet the projected water demand associated with the Proposed Project, in addition to existing and planned future uses.

Table 7-1 summarizes the projected availability of the City’s existing and planned future potable water supplies and the City’s projected water demands in normal, single dry and multiple dry years through 2045. As shown in Table 7-1, demand within the City’s service area is not expected to exceed the City’s supplies in any normal, single dry, or multiple dry year between 2020 and 2045.

Table 7-1. City of Fresno Water Demand Versus Water Supply During Hydrologic Normal, Single Dry, and Multiple Dry Years, af/yr
Hydrologic Condition 2025 2030 2035 2040 2045
Normal Year(a)
Available Water Supply 329,030 341,140 346,610 352,000 357,330 Total Water Demand 199,204 212,756 222,310 231,876 241,447 Potential Surplus (Deficit) 129,826 128,384 124,300 120,124 115,883 Percent Shortfall of Demand - - - - -
Single Dry Year(b)
Available Water Supply 189,852 195,392 200,862 206,252 211,582 Total Water Demand 164,092 176,132 184,174 192,228 200,287 Potential Surplus (Deficit) 25,760 19,260 16,688 14,024 11,295 Percent Shortfall of Demand - - - - -
Multiple Dry Years(c)
Multiple
Dry Year 1
Available Water
Supply 273,725 279,265 284,735 290,125 295,455
Total Water
Demand 199,204 212,756 222,310 231,876 241,447
Potential
Surplus (Deficit) 74,521 66,509 62,425 58,249 54,008
Percent Shortfall
of Demand - - - - -
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Table 7-1. City of Fresno Water Demand Versus Water Supply During Hydrologic Normal, Single Dry, and Multiple Dry Years, af/yr
Hydrologic Condition 2025 2030 2035 2040 2045
Multiple
Dry Year 2
Available Water
Supply 274,626 280,166 285,636 291,026 296,356
Total Water
Demand 199,204 212,756 222,310 231,876 241,447
Potential
Surplus (Deficit) 75,422 67,410 63,326 59,150 54,909
Percent Shortfall
of Demand - - - - -
Multiple
Dry Year 3
Available Water
Supply 217,568 223,108 228,578 233,968 239,298
Total Water
Demand 190,267 193,637 197,736 201,753 205,708
Potential
Surplus (Deficit) 27,301 29,471 30,842 32,215 33,590
Percent Shortfall
of Demand - - - - -
Multiple
Dry Year 4
Available Water
Supply 189,852 195,392 200,862 206,252 211,582
Total Water
Demand 162,551 165,920 170,020 174,036 177,992
Potential
Surplus (Deficit) 27,301 29,472 30,842 32,216 33,590
Percent Shortfall
of Demand - - - - -
Multiple
Dry Year 5
Available Water
Supply 314,840 320,380 325,850 331,240 336,570
Total Water
Demand 199,204 212,756 222,310 231,876 241,447
Potential
Surplus (Deficit) 115,636 107,624 103,540 99,364 95,123 Percent Shortfall
of Demand - - - - -
(a) From the City of Fresno 2020 UWMP, Table 7-1.
(b) From the City of Fresno 2020 UWMP, Table 7-2.
(c) From the City of Fresno 2020 UWMP, Table 7-3.

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8.0 WATER SUPPLY ASSESSMENT APPROVAL PROCESS
10910 (g)(1) Subject to paragraph (2), the governing body of each public water system shall submit the assessment to the city or county not later than 90 days from the date on which the request was received. The governing body of each public water system, or the city or county if either is required to comply with this act pursuant to subdivision (b), shall approve the assessment prepared pursuant to this section at a regular or special meeting.
10911 (b) The city or county shall include the water supply assessment provided pursuant to Section 10910, and any information provided pursuant to subdivision (a), in any environmental document prepared for the project pursuant to Division 13 (commencing with Section 21000) of the Public Resources Code.

The Fresno City Council must approve this WSA at a regular or special meeting. Furthermore, the City must include this WSA in the Draft EIR that is being prepared for the Proposed Project.

In addition, SB 221 applies to residential subdivisions of over 500 dwelling units and requires that the water supplier provide a written verification that the water supply for the project is sufficient, prior to issuance of the final permits. Because the Proposed Project includes up to 57,891 residential dwelling units, it is subject to the requirements of SB 221 (Government Code section 66473.7).

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9.0 REFERENCES
California Department of Water Recourses, SGMA Basin Prioritization Dashboard, Department of Water Resources, Accessed August 2019, https://gis.water.ca.gov/app/bp-dashboard/p2/ California Department of Water Resources, Bulletin 118 Interim Update 2016, Department of Water Resources, December 2016.

California Department of Water Resources, Groundwater Sustainability Plan (GSP) Emergency Regulations Guide, Department of Water Resources, July 2016.

De Novo Planning Group, Notice of Preparation for the Specific Plan of the West Area, prepared for the City of Fresno, July 2019.

Dyett & Bhatia, City of Fresno General Plan, prepared for the City of Fresno, December 2014.

North Kings Groundwater Sustainability Agency, Groundwater Sustainability Plan, North Kings Groundwater Sustainability Agency, Accessed August 2019,
https://www.northkingsgsa.org/groundwater-sustainability-plan/ Recharge Fresno, Friant-Kern Canal Pipeline, Accessed August 2019, http://www.rechargefresno.com/fkc/ State Water Recourses Control Board, Urban Water Supplier Conservation Tiers, California Water Boards, July 2017,
https://www.waterboards.ca.gov/water_issues/programs/conservation_portal/docs/supplier_tiers.pdf State Water Resources Control Board, Urban Water Supplier Conservation Standard for Extended Emergency Regulation Rulemaking – 2016, California Water Boards, March 2016, https://www.waterboards.ca.gov/water_issues/programs/conservation_portal/docs/emergency_reg/supplier _standards_effective030116.pdf
Water Systems Consulting, Inc., City of Fresno 2020 Urban Water Management Plan, prepared for the City of Fresno, July 2021.

West Yost Associates, City of Fresno Metropolitan Water Resources Management Plan Update Phase 1 Baseline System Characterization, prepared for the City of Fresno, December 2007.

West Yost Associates, City of Fresno Water Master Plan, prepared for the City of Fresno, August 2014.

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Davis CA 95618
530-756-5905
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858-505-0075
Lake Oswego Santa Rosa
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Oceanside
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APPENDIX F
Noise Impact Study
West Area Specific Plan
Noise Impact Study
City of Fresno, CA
Prepared for:

De Novo Planning Group
180 East Main Street, #108
Tustin, CA 92780
Prepared by:

MD Acoustics, LLC
Mike Dickerson, INCE
Roma Stromberg, M.S.
1197 Los Angeles Ave, Ste C-256
Simi Valley, CA 93065
Date: 2/5/2021
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Noise Impact Study
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TABLE OF CONTENTS

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

1.1 Purpose of Analysis and Study Objectives 1

1.2 Site Location and Study Area 1

1.3 Existing Land Uses 1

1.4 Proposed Project Description 2

1.5 Revisions to Core Goals 3

2.0 Fundamentals of Noise ................................................................................................................... 6

2.1 Sound, Noise and Acoustics 6

2.2 Frequency and Hertz 6

2.3 Sound Pressure Levels and Decibels 6

2.4 Addition of Decibels 6

2.5 Human Response to Changes in Noise Levels 7

2.6 Noise Descriptors 8

2.7 Tonal Sounds 9

2.8 Sound Propagation 9

2.9 Ground Absorption 10

2.10 Sound Attenuation 10

2.10.1 Noise Barriers 11

2.10.2 Setbacks 11

2.10.3 Site Design 11

2.10.4 Building Facades 11

2.10.5 Landscaping 12

3.0 Ground-Borne Vibration Fundamentals ....................................................................................... 13

3.1 Vibration Descriptors 13

3.2 Vibration Perception 13

3.3 Vibration Propagation 13

4.0 Regulatory Setting ......................................................................................................................... 15

4.1 Federal Regulations 15

4.1.1 Noise Control Act of 1972 15

4.2 State Regulations 15

4.2.1 State of California General Plan Guidelines 15

4.2.2 Title 24 of the Uniform Building Code 16

4.2.3 California Environmental Quality Act 16

4.3 City of Fresno 19

4.3.1 City of Fresno General Plan 19

4.3.2 West Area Community Plan 24

4.3.3 City of Fresno Noise Ordinance 25

5.0 Study Method and Procedure ....................................................................................................... 27

5.1 Noise Measurement Procedure and Criteria 27
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5.2 SoundPLAN Noise Modeling 27

5.3 FHWA Traffic Noise Prediction Model 28

6.0 Existing Noise Environment .......................................................................................................... 36

6.1 Noise Sources in the Plan Area 36

6.1.1 General Land Use Noise 36

6.1.2 Roadway Noise 36

6.1.3 Rail Noise 38

6.1.4 Airport/Aircraft Noise 38

6.2 Noise Measurement Results 38

6.2.1 Short-Term Noise Measurements 38

6.2.2 Long-Term Noise Measurements 39

6.3 Vibration Sources in the Plan Area 43

7.0 Future Noise Environment Impacts and Mitigation ..................................................................... 44

7.1.1 Stationary General Land Use Noise 44

7.1.2 Roadway Noise 45

7.1.3 Rail Noise 61

7.1.4 Airport/Aircraft Noise 62

8.0 Construction Noise Impact ........................................................................................................... 63

8.1 Construction Noise 63

8.1.1 Construction Traffic 64

8.1.2 Construction Activities 64

9.0 References .................................................................................................................................... 67

LIST OF APPENDICES
Appendix A: SoundPLAN Data
Appendix B: Noise Measurement Data and Field Sheets
Appendix C: FHWA Roadway Noise Worksheets

LIST OF EXHIBITS
Exhibit A: Location Map ...................................................................................................................... 4 Exhibit B: West Area Specific Plan – Land Use Plan ............................................................................ 5 Exhibit C: Typical Ground-borne Vibration Levels ............................................................................ 18 Exhibit D: Existing Roadway Noise Level Contours ........................................................................... 37 Exhibit E: Union Pacific Railroad Noise Level Contours .................................................................... 41 Exhibit F: Noise Measurement Locations ......................................................................................... 42 West Area Specific Plan
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Exhibit G: Existing Plus Project Plus Cumulative Noise Contours ..................................................... 46

LIST OF TABLES
Table 1: Decibel Addition ............................................................................................................................ 6 Table 2: Typical Noise Levels....................................................................................................................... 7 Table 3: Perceived Changes in Noise Levels ............................................................................................... 8 Table 4: Noise Reduction Afforded by Common Building Construction .................................................. 12 Table 5: Typical Human Reaction and Effect on Buildings Due to Ground-Borne Vibration ................... 19 Table 6: Transportation (Non-Aircraft Noise Sources) ............................................................................. 20 Table 7: Stationary Noise Source Standards ............................................................................................. 20 Table 8: Ambient Noise ............................................................................................................................. 25 Table 9: Roadway Segment Modeling Assumptions - Existing Conditions ............................................... 29 Table 10: Road Segment Modeling Assumptions – Existing Plus Project Plus Cumulative ...................... 32 Table 11: Short-Term Noise Measurement Summary .............................................................................. 39 Table 12: Long-Term Noise Measurement Summary ............................................................................... 40 Table 13: Existing Exterior Noise Levels Along Roadways (dBA, CNEL) .................................................... 47 Table 14: Existing Plus Project Plus Cumulative Exterior Noise Levels Along Roadways (dBA , CNEL) .... 50 Table 15: Change in Noise Along Roadways Due to West Area Specific Plan (dBA, CNEL) ...................... 54 Table 16: Typical Construction Noise Levels ............................................................................................. 63 Table 17: Vibration Source Levels for Construction Equipment ............................................................... 66 West Area Specific Plan
Noise Impact Study
City of Fresno, CA Introduction
1 1.0 Introduction

1.1 Purpose of Analysis and Study Objectives
This noise assessment was prepared to evaluate the potential noise impacts for the project study area and to recommend noise mitigation measures, if necessary, to minimize the potential noise impacts. The assessment was conducted and compared to the noise standards set-forth by the Federal, State and Local agencies. Consistent with the City’s Noise Guidelines, the project must demonstrate compliance to the applicable noise criterion as outlined within the City’s Noise Element and Municipal Code.

The following is provided in this report:
• A description of the study area and the proposed project • Information regarding the fundamentals of noise
• A description of the local noise guidelines and standards • An analysis of traffic noise impacts to and from the project site • An analysis of stationary noise impacts to and from the project site • An analysis of construction noise impacts

1.2 Site Location and Study Area
The Specific Plan of the West Area (also-known-as “Specific Plan”, “West Area”) encompasses approximately 7,077 acres (or a little more than 11 square miles) in the City of Fresno city limits and unincorporated Fresno County. The footprint of the Specific Plan is referred to as the “Plan Area.” Of the eleven square miles within the Plan Area, 6.9 square miles are in the city limits and 4.1 square miles are in the growth area. The growth area is land outside the city limits but within the City’s Sphere of Influence (SOI) boundary, which is the adopted limit for future growth.

The Plan Area is triangular in shape and located west of State Route 99. It is bounded on the south by West Clinton Avenue and to the west by Grantland and Garfield Avenues. The Plan Area includes the southwest portion of Highway City adjacent to State Route 99. See Exhibit A for the Regional Location map and Exhibit B for the West Area Specific Plan Land Use Plan.

The Plan Area is relatively flat with a natural gentle slope near State Route 99. The Plan Area topography ranges in elevation from approximately 283 to 315 feet above mean sea level. A large amount of land in the Plan Area is either farmland or rural residential lots with large, uneven, and underutilized parcels.

1.3 Existing Land Uses
The Plan Area has eight different existing land uses which include the following:
• Rural/Estate Residential: Approximately 27 percent, or 1,911 acres, of the existing land uses within the Plan Area are currently used as rural/estate residential. Of the 6,109 acres of developable lands within the Plan Area, 1,640.68 acres are low-density single-family homes on two to nine acre lots.

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City of Fresno, CA Introduction
2 • Multiple Family Residential: Approximately two percent, or 141 acres, of the Plan Area are occupied by multi-family residential development. These uses are primarily located adjacent to arterial roads with easy access to State Route 99 and Fresno Area Express (FAX) service lines. • Single-Family Residential: Approximately 21 percent of the existing uses within the Plan Area are currently developed with single-family residential uses, which are located primarily within the city limits.
• Vacant Land: Approximately 15 percent of the land in the Plan Area, or 911.34 acres, are occupied by vacant lands. Vacant lands are located throughout the Plan Area, in both the city limits and SOI. Vacant areas within the Plan Area’s densest neighborhoods represent infill opportunities . • Public/Government Facilities: Approximately six percent, or 337.83 acres, of land within the Plan Area contain public or government facilities. These land uses include Central Unified School District facilities, churches, the Dante Club, and the Hacienda facility. • Open Space/Agricultural Land: Approximately 25 percent, or 1,554.06 acres, in the Plan Area contain open space or agricultural land. While there are some open space land uses within the City, most of these uses are primarily located in the SOI. These uses also include parks and ponding basins.
• Industrial Uses: Approximately one percent, or 57.33 acres, of the Plan Area are occupied by industrial uses. The largest industrial land use in the Plan Area contains an agricultural business located at the intersection of West Dakota Avenue and North Grantland Avenue. • Commercial Uses: Approximately three percent, or 219.76 acres, of the Plan Area are occupied by commercial uses. Commercial uses are spread throughout the eastern and southeastern portions of the Plan Area, closer to State Route 99.

Surrounding land uses include State Route 99, the unincorporated communities of Herndon, Highway City, and Muscatel, and incorporated areas of the City of Fresno to the north (including mostly industrial uses), incorporated areas of the City of Fresno to the east (also including mostly industrial uses), unincorporated Fresno County and incorporated areas of the City of Fresno to the south (including farmland uses, rural residential uses, low density residential uses, and underutilized parcels) and unincorporated Fresno County to the west (including farmland and rural residential uses).

1.4 Proposed Project Description
The proposed Specific Plan refines the General Plan’s land use vision for the West Area. The draft land use map proposes the relocation of higher density land uses away from the most western and southwestern portions of the Plan Area where they are distant from public transit and community amenities and transfers those higher density land use designations to major corridors. The Specific Plan would result in an increase in land designated for employment, mixed use, open space and public facilities uses and a decrease in land designated for residential and commercial uses.

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City of Fresno, CA Introduction
3 1.5 Revisions to Core Goals
In addition to the proposed land use plan, the following are revisions to the core goals provided in the General Plan for the West Area:

West Shaw Avenue Town Center: The West Shaw Avenue Town Center (the Town Center) will extend from State Route 99 to the east side of Grantland Avenue and is envisioned to be mixed-use development supported by enhanced transit service. Land on the south side of West Shaw Avenue will provide additional neighborhood and commercial mixed-use opportunities.

Catalytic Corridors: The proposed Specific Plan designates higher density land uses along corridors with the purpose of providing easy access to major arterials and streets, retail centers, and community amenities. Catalytic corridors will include transit services. The corridors are designed to include neighborhood and pocket parks, commercial and retail uses, educational facilities, multi-family dwelling units, and professional offices. The corridors are located on the following streets:
a) West Shaw Avenue, from State Route 99 to the east side of Grantland Avenue; b) West Ashlan Avenue, from State Route 99 to the commercial nodes located on the west side of Grantland Avenue;
c) North Blythe Avenue, from West Shields to West Ashlan Avenue; d) West Clinton Avenue, from State Route 99 to North Brawley Avenue; and e) Veterans Boulevard, from West Gettysburg Avenue to West Barstow Avenue.

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Exhibit A
West Area Specific Plan
Proposed Land Uses
Introduction
Sources: Fresno County
Map date: May 11, 2019. Revised May 28, 2020.
5 West Area Specific Plan
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City of Fresno, CA Fundamentals of Noise
6 2.0 Fundamentals of Noise
This section of the report provides basic information 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 vibrating 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 high 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 it loudness. The loudness of sound increases or decreases as the amplitude increases or decreases. Sound pressure amplitude is measure 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 Lp) is used to describe in logarithmic units the ratio of actual sound pressures to a reference pressure squared. These units are called decibels abbreviated dB.

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

When combining sound levels, estimates shown in Table 1 may be utilized.

Table 1: Decibel Addition
When Two Decibel Values Differ by: Add This Amount Example 0 or 1 dB 3 dB 70+69=73 dB
2 or 3 dB 2 dB 74+71=76 dB
4 to 9 dB 1 dB 66+60=67 dB
10 dB or more 0 dB 65+55=65 dB
Source: Caltrans Technical Noise Supplement to the Traffic Noise Analysis Protocol. Caltrans, 2013a West Area Specific Plan
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City of Fresno, CA Fundamentals of Noise
7 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, 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, A-scale weighting is typically used and is reported in terms of the A-weighted decibel (dBA). The A-scale was designed to account for the frequency-dependent sensitivity of the human ear. Typical A-weighted noise levels are shown in Table 2. In general, the human ear can barely perceive a change in noise level of 3 dB. As shown in Table 3, a change in 5 dB is readily perceptible, and a change in 10 dB is perceived as being twice or half as loud. As previously discussed, a doubling of sound energy results in a 3 dB increase in sound, which means that a doubling of sound energy (e.g. doubling the volume of traffic on a highway) would result in a barely perceptible change in sound level.

Table 2: Typical Noise Levels
Common Outdoor Activities Noise Level (dBA) Common Indoor 110 Rock Band
Jet flyover at 1,000 feet 100
Gas lawnmower at 3 feet 90
Diesel truck at 50 feet at 50 mph
80 Food blender at 3 feet
Garbage disposal at 3 feet
Noisy urban area, daytime
70 Vacuum cleaner at 3 feet
Gas lawnmower, 100 feet
Commercial area
60 Normal speech at 3 feet
Heavy traffic at 300 feet

50 Large Business Office
Quiet urban daytime Dishwasher in next room

Quiet urban nighttime 40 Theater, large conference room (background) Quiet suburban nighttime 30 Library
Quiet rural nighttime 20 Bedroom at night, concert hall (background) 10 Broadcasting studio
Lowest Threshold of Human Hearing 0 Lowest Threshold of Human Hearing Source: Caltrans Technical Noise Supplement to the Traffic Noise Analysis Protocol. Caltrans, 2013a. <Table 3, next page>
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8 Table 3: Perceived Changes in Noise Levels
Changes in Intensity Level, dBA Changes in Apparent Loudness 1 Not perceptible
3 Just perceptible
5 Clearly noticeable
10 Twice (or half) as loud
Source: Caltrans Technical Noise Supplement to the Traffic Noise Analysis Protocol. Caltrans, 2013a.

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 constant while others are sporadic. Noise descriptors were created to describe the different time-varying noise levels.

A-Weighted Sound Level: The sound pressure level in decibels as measured 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 during 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): A unit for measuring the amplitude of a sound, equal 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 micropascals. 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 varying 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, living, cooking or dining purposes, excluding such enclosed spaces as closets, pantries, bath or toilet rooms, service rooms, connecting corridors, laundries, unfinished attics, foyers, storage spaces, cellars, utility rooms and similar spaces.

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9 L(n): The A-weighted sound level exceeded during a certain percentage of the sample time. For example, L10 in 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; outdoor 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 educational purposes which may be adversely impacted by noise. Outdoor areas usually not included in this definition are: front yard areas, driveways, greenbelts, maintenance areas and storage areas associated 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 shortterm 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 amplifier, an output meter, and frequency weighting networks for the measurement and determination of noise and sound levels.

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

2.7 Tonal Sounds
A pure tone sound is a sound produced at or near a single frequency. Laboratory tests have shown the humans are more perceptible to changes in sound levels of a pure tone (Caltrans 1998). For a noise source to contain a “pure tone,” there must be a significantly higher A-weighted sound energy in a given frequency band than in the neighboring bands, thereby causing the noise source to “stand out” against other noise sources. A pure tone occurs if the sound pressure level in the one-third octave band with the tone exceeds the average of the sound pressure levels of the two contagious one-third octave bands by:
5 dB for center frequencies of 500 Hertz (Hz) and above; by 8 dB for center frequencies between 160 and 400 Hz; and by 15 dB for center frequencies of 125 Hz or less.

2.8 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 West Area Specific Plan
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City of Fresno, CA Fundamentals of Noise
10 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 spherical 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 affected 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 a rate of 1.5 dB per doubling of distance. When added to the geometric spreading, the excess ground attenuation results in an overall noise attenuation of 4.5 dB per doubling of distance for a line source and 7.5 dB per doubling of distance for a point source.

Research has demonstrated that atmospheric conditions can have a significant effect on noise levels when noise receivers are located 200 feet from a noise source. Wind, temperature, air humidity and turbulence can further impact have far sound can travel.

2.9 Ground Absorption
As noise propagates from the source, it is affected 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 a rate of 1.5 dB per doubling of distance. When added to the geometric spreading, the excess ground attenuation results in an overall noise attenuation of 4.5 dB per doubling of distance for a line source and 7.5 dB per doubling of distance for a point source.

Research has demonstrated that atmospheric conditions can have a significant effect on noise levels when noise receivers are located 200 feet from a noise source. Wind, temperature, air humidity, and turbulence can further impact how far sound can travel.

2.10 Sound Attenuation
Noise-related land use issues are typically composed of three basic elements: (1) the noise source, (2) a transmission path, and (3) a receiver.

The appropriate acoustical treatment for a given project should consider the nature of the noise source and the sensitivity of the receiver. When the potential for a noise-related problem is present, either avoidance of the noise-related problem or noise control techniques should be selected to provide an acceptable noise environment for the receiver while remaining consistent with local aesthetic standards and practical structural and economic limits. Fundamental noise control options are described below.

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11 2.10.1 Noise Barriers
Effective noise barriers can reduce noise levels by 10 to 15 dBA, cutting the loudness of traffic noise in half. For a noise barrier to work, it must be high enough and long enough to block the view of a road. A noise barrier is most effective when placed close to the noise source or receiver. A noise barrier can achieve a 5-dBA noise level reduction when it is tall enough to not allow a line-of-sight view of the road.

When the noise barrier is an earthen berm instead of a wall, the noise attenuation can be increased by another 3 dBA.

2.10.2 Setbacks
Noise exposure may be reduced by increasing the setback distance between the noise source and the receiving use. Setback areas can take the form of open space, frontage roads, recreational areas, and storage yards. The available noise attenuation from this technique is limited by the characteristics of the noise source, but generally ranges between 4 and 6 dBA.

2.10.3 Site Design
Buildings can be placed on a property to shield other structures or areas affected by noise and to prevent an increase in noise levels caused by reflections. The use of one building to shield another can significantly reduce overall noise control costs, particularly if the shielding structure is insensitive to noise. An example would be placing a detached garage nearest the noise source to shield the house or backyard. Site design should guard against creating reflecting surfaces that may increase onsite noise levels. For example, two buildings placed at an angle facing a noise source may cause noise levels within that angle to increase by up to 3 dBA. The open end of U-shaped buildings should point away from noise sources for the same reason. Landscaping walls or noise barriers located within a development may inadvertently reflect noise back to a noise-sensitive area unless carefully located.

2.10.4 Building Facades
When interior noise levels are of concern in a noisy environment, noise reduction may be obtained through acoustical design of building facades. Standard construction practices provide a noise reduction of 10–15 dBA for building facades with open windows, and a noise reduction of approximately 25 dBA when windows are closed (Table 4). An exterior-to-interior noise reduction of 25 dBA can be obtained by requiring that building design include adequate ventilation systems, which would allow windows facing a noise source to remain closed, even during periods of excessively warm weather. <Table 3, next page>
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12 Table 4: Noise Reduction Afforded by Common Building Construction Construction
Type Typical Occupancy General Description
Range of Noise
Reduction (dB)1
1 Residential, Commercial,
Schools
Wood frame, stucco or wood sheathing
exterior. Interior drywall or plaster. Sliding
glass windows, with windows partially open.
15-20
2 Same as 1 above Same as 1 above, but with widows closed. 25-30 3 Commercial, Schools
Same as 1 above, but with fixed 0.25-inch
plate glass windows. 30-35
4 Commercial, Industrial
Steel or concrete frame, curtain wall, or
masonry exterior wall. Fixed 0.25-inch plate
glass windows.
35-40
Source: California Airport Land Use Planning Handbook, 2002.

Where greater noise reduction is required, acoustical treatment of the building facade may be necessary.

Reducing relative window area is the most effective control technique, followed by providing acoustical glazing (e.g., thicker glass or increased air space between panes) within frames with low air infiltration rates, using fixed (i.e., non-movable) acoustical glazing, or eliminating windows altogether. Noise transmitted through walls can be reduced by increasing wall mass (e.g., using stucco or brick in lieu of wood siding), or isolating wall members by using double or staggered stud walls, while noise transmitted through doorways can be lessened by reducing door area, using solid-core doors, or sealing door perimeters with suitable gaskets. Noise-reducing roof treatments include using plywood sheathing under roofing materials.

2.10.5 Landscaping
While the use of trees and other vegetation is often thought to provide significant noise attenuation, approximately 100 feet of dense foliage – with no visual path extending through the foliage – is required to achieve a 5-dBA attenuation of traffic noise. Thus, the use of vegetation as a noise barrier is not considered a practical method of noise control unless large tracts of dense foliage are part of the existing landscape.

Vegetation can be used, however, to acoustically “soften” intervening ground between a noise source and a receiver, increasing ground absorption of sound, and thus, increasing the attenuation of sound with distance. Planting trees and shrubs also offers aesthetic and psychological value, and it may reduce adverse public reaction to a noise source by removing the source from view, even though noise levels would be largely unaffected.

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City of Fresno, CA Ground-Borne Vibration Fundamentals
13 3.0 Ground-Borne Vibration Fundamentals

3.1 Vibration Descriptors
Ground-borne vibrations consist of rapidly fluctuating 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 can be notable. Ground-borne noise is an effect of ground-borne vibration and only exists indoors, since 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 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.

3.2 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 groundborne noise or vibration. To counter the effects of ground-borne vibration, the Federal Transit Administration (FTA) has published guidance relative to vibration impacts. According to the FTA, fragile buildings can be exposed to ground-borne vibration levels of 0.3 inches per second without experiencing structural damage.

3.3 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 wave front, 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 an expanding spherical wave front. 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 wave front. 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, the 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 West Area Specific Plan
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14 effective enough for screening purposes, in order to identify potential vibration impacts that may need to be studied through actual field tests.

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15 4.0 Regulatory Setting
The proposed project is located in the City of Fresno and noise regulations are addressed through the efforts of various federal, state and local government agencies. The agencies responsible for regulating noise are discussed below.

4.1 Federal Regulations

4.1.1 Noise Control Act of 1972
The Federal Office of Noise Abatement and Control (ONAC) originally was tasked with implementing the Noise Control Act. However, it was eventually eliminated leaving other federal agencies and committees to develop noise policies and programs. Some examples of these agencies are as follows:
• The Department of Transportation (DOT) assumed a significant role in noise control through its various agencies.
• The Federal Aviation Agency (FAA) is responsible to regulate noise from aircraft and airports. • The Federal Highway Administration (FHWA) is responsible to regulate noise from the interstate highway system.
• The Occupational Safety and Health Administration (OSHA) is responsible for the prohibition of excessive noise exposure to workers.

The federal government advocates that local jurisdiction use their land use regulatory authority to arrange new development in such a way that “noise sensitive” uses are either prohibited from being constructed adjacent to a highway, or alternatively that the developments are planned and constructed in such a manner that potential noise impacts are minimized.

Since the federal government has preempted the setting of standards for noise levels that can be emitted by the transportation source, the City is restricted to regulating the noise generated by the transportation system through nuisance abatement Codes and land use planning.

4.2 State Regulations

4.2.1 State of California General Plan Guidelines
Though not adopted by law, the State of California General Plan Guidelines (2017), published by the California Governor’s Office of Planning and Research (OPR) (OPR Guidelines), provide guidance for the compatibility of projects within areas of specific noise exposure. The OPR Guidelines identify the suitability of various types of construction relative to a range of outdoor noise levels and provide each local community some flexibility in setting local noise standards that allow for the variability in community preferences. Findings presented in the Levels of Environmental Noise Document (EPA 1974) influenced the recommendations of the OPR Guidelines, most importantly in the choice of noise exposure metrics (i.e., Ldn or CNEL) and in the upper limits for the Normally Acceptable outdoor exposure of noise-sensitive uses. The OPR Guidelines include a Noise and Land Use Compatibility Matrix identifies acceptable and unacceptable community noise exposure limits for various land use categories.

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16 The City of Fresno has adopted their own version of this matrix which is discussed below under Section

4.3. 4.2.2 Title 24 of the Uniform Building Code
Section 1206.4 of the California Building Code (2019), Title 24, Part 2, Chapter 12 (Interior Environment), establishes an interior noise criteria of 45 dBA CNEL for “dwelling units”. Per California Building Code, Title 24, Part 2, Chapter 2 (Definitions), a residential dwelling unit is intended to be used as a residence that is primarily long-term in nature. Residential dwelling units do not include transient lodging, inpatient medical care, licensed long-term care, and detention or correctional facilities.

California Building Code (2019), Title 24, Part 2, Chapter 5 (Nonresidential Mandatory Measures), applies to all proposed buildings that people may occupy but are not residential dwelling units, with the exception of factories, stadiums, storage, enclosed parking structures, and utility buildings. Section

5.507.4.1 requires wall and roof-ceiling assemblies exposed to the noise source making up the building, or addition envelope or altered envelope, shall meet a composite Sound Transmission Class (STC) rating of at least 50 or a composite Outdoor to Indoor Transmission Class (OITC) rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30.

4.2.3 California Environmental Quality Act
The California Environmental Quality Act Guidelines (Appendix G) establishes thresholds for noise impact analysis as presented below:
(a) Would the project result in the 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 Code, or applicable standards of other agencies? Discussion/Explanation
Substantial increases in ambient noise levels are usually associated with project construction noise (temporary), and project on-site and off-site operational noise (permanent).

Project Construction Noise (temporary): Construction noise sources are regulated within the City of Fresno Municipal Code Section 10.24.020, Definitions and Examples of Prohibited Noise, which states that the erection or demolition of buildings (excluding owner resident additions or remodeling), and the grading and excavation of land including the use of blasting, the start-up and use of heavy equipment such as dump trucks and graders, and the use of jack hammers, are prohibited, except on week days Monday through Friday between the hours of 7:00 a.m. and 6:00 p.m. and on Saturdays 8:00 a.m. to 5:00 p.m. The City Manager may waive any or all of the provisions of this subsection in cases of urgent necessity, or in the interest of public health and safety. The provisions of this subsection may also be waived or modified pursuant to a Conditional Use Permit or other development entitlement processed and issued in accordance with the applicable City requirements and procedures. The City does not have explicit limits on the sound levels of construction equipment.

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17 Therefore, temporary substantial increases in ambient noise levels that occur within the allowed hours of operation (Monday through Friday between the hours of 7:00 a.m. and 6:00 p.m. and on Saturdays 8:00 a.m. to 5:00 p.m.) are not considered to be significant.

Project Operational Noise (permanent): Development projects that may occur with implementation of the proposed General Plan may result in permanent increases in ambient noise levels. For stationary noise sources, Sections 10-102-109 of the City of Fresno Municipal Code will apply. If it is likely that the project may result in regular violations of the noise standards, the project is likely to result in long-term substantial increases in ambient noise levels.

City of Fresno General Plan Noise Element Policy NS-1-j (Significance Threshold), states that a threshold of significance should be developed for the City's environmental review process, specifically a significant increase in ambient noise levels should be assumed if the project would increase noise levels in the immediate vicinity by 3 dB Ldn or CNEL or more above the ambient noise limits established in this General Plan Update. For clarity, the following threshold will be utilized for analysis purposed in this noise and vibration study.

For project generated off-site noise, i.e. project generated vehicle trips, the impact is considered substantial if it results in an increase of at least 3 dBA CNEL and: (1) the existing noise levels already exceed the applicable land use compatibility standard (See Table 6) for the affected sensitive receptors set forth in the Noise Element of the City’s General Plan; or (2) the project increases noise levels by at least 3 dBA CNEL and raises the ambient noise level from below the 65 dBA CNEL standard to above 65 dBA CNEL.
b) Generate excessive ground-borne vibration or ground-borne noise levels? Exhibit C illustrates common vibration sources and the human and structural responses to ground-borne vibration. As shown in the exhibit, the threshold of perception for human response is approximately 65 VdB; however, human response to vibration is not usually substantial unless the vibration exceeds 70 VdB. Vibration tolerance limits for sensitive instruments such as magnetic resonance imaging (MRI) or electron microscopes could be much lower than the human vibration perception threshold.

As shown in Table 5, a peak particle velocity (PPV) of 0.20 is the threshold at which there is a risk to “architectural” damage to normal dwellings. It also the level at which ground-borne vibration are annoying to people in buildings. Impacts would be significant if construction activities result in groundborne vibration of 0.20 or higher at a sensitive receptor.

<Exhibit C, next page>

West Area Specific Plan
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Exhibit C
Typical Ground-Borne Vibration Levels
Ground-Borne Vibration Fundamentals
18 West Area Specific Plan
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19 Table 5: Typical Human Reaction and Effect on Buildings Due to Ground-Borne Vibration Vibration Level
Peak Particle Velocity (PPV) Human Reaction Effect on Buildings

0.006–0.019 in/sec Threshold of perception, possibility of intrusion
Vibrations unlikely to cause damage
of any type

0.08 in/sec
Vibrations readily perceptible
Recommended upper level of
vibration to which ruins and ancient
monuments should be subjected

0.10 in/sec Level at which continuous vibration
begins to annoy people
Virtually no risk of “architectural” (i.e.,
not structural) damage to normal
buildings

0.20 in/sec Vibrations annoying to people in
buildings
Threshold at which there is a risk to
“architectural” damage to normal
dwelling – houses with plastered walls
and ceilings

0.4–0.6 in/sec
Vibrations considered unpleasant by
people subjected to continuous
vibrations and unacceptable to some
people walking on bridges
Vibrations at a greater level than
normally expected from traffic, but
would cause “architectural” damage
and possibly minor structural damage
Source: California Department of Transportation, 2013b

4.3 City of Fresno
Planning policies and noise regulations applicable to noise within the City of Fresno are presented in the Noise Element of the City of Fresno General Plan and within the City of Fresno Municipal Code.

Applicable goals, policies, and regulations are presented below.

4.3.1 City of Fresno General Plan
The City of Fresno General Plan Noise Element sets forth noise standards for transportation noise sources. Ideally, proposed land uses would be developed in areas where future noise levels due to transportation noise sources (except aircraft) would not exceed those presented in Table 6. <Table 6, next page>

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20 Table 6: Transportation (Non-Aircraft Noise Sources)

Noise Sensitive Land Use
Outdoor Activity Areas1-3 Interior Spaces
Ldn/CNEL, dB Ldn/CNEL, dB Leq dB2
Residential 65 45 -
Transient Lodging 65 45 -
Hospitals, Nursing Homes 65 45 -
Theaters, Auditoriums, Music Halls - - 35
Churches, Meeting Halls 65 - 45
Office Buildings - - 45
Schools, Libraries, Museums - - 45
Source: City of Fresno General Plan Noise Element Table 9-2, 2014.

Notes:

1. Where the location of outdoor activity areas is unknown or is not applicable, the exterior noise level standard shall be applied to the property line of the receiving land use.

2. Excludes front or side yard areas, and front or side porches. Balconies or roof decks facing front and side yards shall be included in designated areas to be protected from noise where these spaces are used to calculate compliance with required outdoor living area as required by adopted development standards.

3. Residential and noise sensitive uses located along Bus Rapid Transit corridors or within Activity Centers as identified in the City of Fresno General Plan, are exempt from exterior noise standards where it is determined application of noise mitigation measures will be detrimental to the realization of the General Plan's mixed use policies. Interior noise level standards shall still apply.

4. As determined for a typical worst-case hour during periods of use.

The City of Fresno General Plan Element also includes standards for stationary noise sources to regulate noise emanating from one property to another. Stationary Noise Standards are presented in Table 7.

Table 7: Stationary Noise Source Standards
Daytime (7:00 AM - 10:00 PM Nighttime (10:00 PM -7:00 AM) Hourly Equivalent Sound Level (Leq), dBA 50 45
Maximum Sound Level (Lmax), dBA 70 60
Notes:

1. The Department of Development and Resource Management Director, on a case-by-case basis, may designate land uses other than those shown in this table to be noise-sensitive, and may require appropriate noise mitigation measures.

2. As determined at outdoor activity areas. Where the location of outdoor activity areas is unknown or not applicable, the noise exposure standard shall be applied at the property line of the receiving land use. When ambient noise levels exceed or equal the levels in this table, mitigation shall only be required to limit noise to the ambient plus five dBA.

In addition to the noise guidelines presented above in Tables 6 and 7, the City has adopted Objectives and Policies as part of their General Plan to minimize noise impacts in the community, as follows.

NS-1 Protect the citizens of the City from the harmful and annoying effects of exposure to excessive noise.

NS-1-a Desirable and Generally Acceptable Exterior Noise Environment.

Establish 65 dBA Ldn or CNEL as the standard for the desirable maximum average exterior noise levels for defined usable exterior areas of residential and noise-sensitive uses for noise, but designate 60 dBA West Area Specific Plan
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21 Ldn or CNEL (measured at the property line) for noise generated by stationary sources impinging upon residential and noise sensitive uses. Maintain 65 dBA Ldn or CNEL as the maximum average exterior noise levels for non-sensitive commercial land uses, and maintain 70 dBA Ldn or CNEL as maximum average exterior noise level for industrial land uses, both to be measured at the property line of parcels where noise is generated which may impinge on neighboring properties.

Commentary: The Noise Ordinance will define usable exterior areas for single family and multiple family residential and noise sensitive uses to include rear yards and other outdoor areas intended to accommodate leisure or active use, excluding front or side yard areas, and front or side porches.

Balconies or roof decks facing front and side yards shall be included in designated areas to be protected from noise where these spaces are used to calculate compliance with required outdoor living area as required by adopted development standards.

NS-1-b Conditionally Acceptable Exterior Noise Exposure Range.

Establish the conditionally acceptable noise exposure level range for residential and other noise sensitive uses to be 65 dB Ldn or require appropriate noise reducing mitigation measures as determined by a site specific acoustical analysis to comply with the desirable and conditionally acceptable exterior noise level and the required interior noise level standards set in Table 9-2 (Table 6 in this report).

NS-1-c Generally Unacceptable Exterior Noise Exposure Range.

Establish the exterior noise exposure of greater than 65 dB Ldn or CNEL to be generally unacceptable for residential and other noise sensitive uses for noise generated by sources in Policy NS-1-a, and study alternative less noise-sensitive uses for these areas if otherwise appropriate. Require appropriate noise reducing mitigation measures as determined by a site specific acoustical analysis to comply with the generally desirable or generally acceptable exterior noise level and the required 45 dB interior noise level standards set in Table 9-2 (Table 6 in this report) as conditions of permit approval.

NS-1-d Allowable Exterior Noise Environment for Bus Rapid Transit and Activity Centers.

Exclude residential and noise sensitive uses located along Bus Rapid Transit corridors or within Activity Centers identified by this General Plan, from exterior noise standards in Policies NS-1-a through NS-1-c where it is determined application of noise mitigation measures will be detrimental to the realization of the General Plan's mixed use policies.

Commentary: Interior noise level standards of Table 9-2 (Table 6 in this report) will still apply.

NS-1-e Update Noise Ordinance.

Update the Noise Ordinance to ensure that noise exposure information and specific standards for both exterior and interior noise and measurement criteria are consistent with this General Plan and changing conditions within the city and with noise control regulations or policies enacted after the adoption of this element.

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22 NS-1-f Performance Standards.

Implement performance standards for noise reduction for new residential and noise sensitive uses exposed to exterior community noise levels from transportation sources above 65 dB Ldn or CNEL, as shown on Exhibit NS-3: Future Noise Contours, or as identified by a project-specific acoustical analysis based on the target acceptable noise levels set in Table 9-2 (Table 6 in this report) and Policies NS-1-a through NS-1-c.

NS-1-g Noise Mitigation Measures.

Noise mitigation measures which help achieve the noise level targets of this plan include, but are not limited to, the following:
• Façades with substantial weight and insulation;
• Installation of sound-rated windows for primary sleeping and activity areas; • Installation of sound-rated doors for all exterior entries at primary sleeping and activity areas; • Greater building setbacks and exterior barriers;
• Acoustic baffling of vents for chimneys, attic and gable ends; • Installation of mechanical ventilation systems that provide fresh air under closed window conditions.

The aforementioned measures are not exhaustive and alternative designs may be approved by the City, provided that a qualified Acoustical Consultant submits information demonstrating that the alternative design(s) will achieve and maintain the specific targets for outdoor activity areas and interior spaces.

NS-1-h Interior Noise Level Requirement.

Comply with the State Code requirement that any new multifamily residential, hotel, or dorm buildings must be designed to incorporate noise reduction measures to meet the 45 dB Ldn interior noise criterion, and apply this standard as well to all new single-family residential and noise sensitive uses.

NS-1-i Mitigation by New Development.

Require an acoustical analysis where new development of industrial, commercial or other noise generating land uses (including transportation facilities such as roadways, railroads, and airports) may result in noise levels that exceed the noise level exposure criteria established by Tables 9-2 and 9-3 (Tables 6 and 7 in this report) to determine impacts, and require developers to mitigate these impacts in conformance Tables 6 and 7 in this report as a condition of permit approval through appropriate means. Noise mitigation measures may include:
• The screening of noise sources such as parking and loading facilities, outdoor activities, and mechanical equipment;
• Providing increased setbacks for noise sources from adjacent dwellings; • Installation of walls and landscaping that serve as noise buffers; • Installation of soundproofing materials and double-glazed windows; and • Regulating operations, such as hours of operation, including deliveries and trash pickup.

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23 Alternative acoustical designs that achieve the prescribed noise level reduction may be approved by the City, provided a qualified acoustical consultant submits information demonstrating that the alternative designs will achieve and maintain the specific targets for outdoor activity areas and interior spaces. As a last resort, developers may propose to construct noise walls along roadways when compatible with aesthetic concerns and neighborhood character. This would be a developer responsibility, with no City funding.

NS-1-j Significance Threshold.

Establish, as a threshold of significance for the City's environmental review process, that a significant increase in ambient noise levels is assumed if the project would increase noise levels in the immediate vicinity by 3 dB Ldn or CNEL or more above the ambient noise limits established in this General Plan Update.

Commentary: When an increase in noise would result in a “significant” impact (increase of three dBA or more) to residents or businesses, then noise mitigation would be required to reduce noise exposure. If the increase in noise is less than three dBA, then the noise impact is considered insignificant and no noise mitigation is needed.

By setting a specific threshold of significance in the General Plan, this policy facilitates making a determination of environmental impact, as required by the California Environmental Quality Act. It helps the City determine whether (1) the potential impact of a development project on the noise environment warrants mitigation, or (2) a statement of overriding considerations will be required.

NS-1-k Proposal Review.

Review all new public and private development proposals that may potentially be affected by or cause a significant increase in noise levels, per Policy NS-1-i, to determine conformance with the policies of this Noise Element. Require developers to reduce the noise impacts of new development on adjacent properties through appropriate means.

NS-1-l Enforcement.

Continue to enforce applicable State Noise Insulation Standards and Uniform Building Code noise requirements, as adopted by the City.

NS-1-m Transportation Related Noise Impacts.

For projects subject to City approval, require that the project sponsor mitigate noise created by new transportation and transportation-related stationary noise sources, including roadway improvement projects, so that resulting noise levels do not exceed the City’s adopted standards for noise sensitive land uses.

NS-1-n Best Available Technology.

Require new noise sources to use best available control technology to minimize noise emissions.

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24 Commentary: Noise from mechanical equipment can be reduced by soundproofing materials and sounddeadening installation; controlling hours of operation will also reduce noise impacts during the morning or evening.

NS-1-o Sound Wall Guidelines.

Acoustical studies and noise mitigation measures for projects shall specify the heights, materials, and design for sound walls and other noise barriers. Aesthetic considerations shall also be addressed in these studies and mitigation measures such as variable noise barrier heights, a combination of a landscaped berm with wall, and reduced barrier height in combination with increased distance or elevation differences between noise source and noise receptor, with a maximum allowable height of 15 feet. The City will develop guidelines for aesthetic design measures of sound walls, and may commission area wide noise mitigation studies that can serve as templates for acoustical treatment that can be applied to similar situations in the urban area.

Commentary: While acoustical studies need to be site-specific in order to appropriately assess particular settings, having prototypical design measures and noise control templates that can be applied for similar situations and contexts can facilitate infill and other development. These can be provided in this noise report and carried forward into the Specific Plan.

NS-1-p Airport Noise Compatibility.

Implement the land use and noise exposure compatibility provisions of the adopted Fresno Yosemite International Airport Land Use Compatibility Plan, the Fresno Chandler Executive Airport Master and Environs Specific Plan, and the Sierra Sky Park Land Use Policy Plan to assess noise compatibility of proposed uses and improvements within airport influence and environs areas.

4.3.2 West Area Community Plan
The City of Fresno is divided into nine community planning areas. The project site is within the West Area Community Plan Area. The West Area Community Plan includes a few land use related policies that encourage good design and avoidance of potential noise issues. These policies are presented below.

W-7-e. Policy: All loading spaces shall be located not less than 150 feet from the boundary of any residential property; however, the proximity of loading areas may be reduced when adequate design and operational measures (such as restricted hours for loading activities) are approved to mitigate noise, lights, and other nuisances associated with loading areas, in order to protect adjacent residential uses.

In all cases, loading areas shall be screened from view of adjoining property zoned, planned, or approved for residential uses. This screening shall be accomplished by either placing loading docks and areas on the sides of buildings that face away from residential property, or by a combination of landscape planting and a solid masonry wall. Where possible, loading areas should not be visible from, nor take access from, local streets with residential frontage.

W-7-f. Policy: Roof-mounted and detached mechanical equipment for commercial and office uses should be screened from view of adjacent residential areas, and acoustically baffled to prevent the noise level West Area Specific Plan
Noise Impact Study
City of Fresno, CA Regulatory Setting
25 rating for the equipment from exceeding the applicable city standard for ambient noise at residential property lines.

4.3.3 City of Fresno Noise Ordinance
The City of Fresno has adopted several ordinances to regulate unwanted sounds. Those applicable to this analysis are presented below.

SEC. 10-102. Definitions.
(b) Ambient Noise. “Ambient noise” is the all-encompassing noise associated with a given environment, being usually a composite of sounds from many sources near and far. For the purpose of this ordinance, ambient noise level is the level obtained when the noise level is averaged over a period of fifteen minutes, without inclusion of the offending noise, at the location and time of day at which a comparison with the offending noise is to be made. Where the ambient noise level is less than what is presented in Table 8 for the applicable type of land use, the sound level presented in Table 8, shall be deemed to be the ambient noise level for that location.

Table 8: Ambient Noise
District Time Sound Level Decibels
Residential
10:00 PM to 7:00 AM 50
7:00 PM to 10:00 PM 55
7:00 AM to 7:00 PM 60
Commercial
10:00 PM-7:00 AM 60
7:00 AM to 10:00 PM 65
Industrial Anytime 70
Source: Fresno Municipal Code Section 10-102(b)
Section 10-105. Excessive Noise Prohibited. No person shall make, cause, or suffer or permit to be made or caused upon any premises or upon any public street, alley, or place within the city, any sound or noise which causes discomfort or annoyance to any reasonable person of normal sensitiveness residing or working in the area, unless such noise or sound is specifically authorized by or in accordance with this article. The provisions of this section shall apply to, but shall be limited to, the control, use, and operation of the following noise sources:
(a) Radios, musical instruments, phonographs, television sets, or other machines or devices used for the amplification, production, or reproduction of sound or the human voice. (b) Animals or fowl creating, generating, or emitting any cry or behavioral sound. (c) Machinery or equipment, such as fans, pumps, air conditioning units, engines, turbines, compressors, generators, motors or similar devices, equipment, or apparatus.

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26 (d) Construction equipment or work, including the operation, use or employment of pile drivers, hammers, saws, drills, derricks, hoists, or similar construction equipment or tools.

Section 10-107. School, Hospitals, and Churches. No person shall create any noise on any street, sidewalk, or public place adjacent to any school, institution of learning, or church while the same is in use, or adjacent to any hospital, which noise unreasonably interferes with the workings of such institution or which disturbs or unduly annoys patients in the hospital, provided conspicuous signs are displayed in such street, sidewalk, or public place indicating the presence of a school, church, or hospital.

Section 10-109. Exceptions. The provisions of this article shall not apply to:
(a) Construction, repair or remodeling work accomplished pursuant to a building, electrical, plumbing, mechanical, or other construction permit issued by the city or other governmental agency, or to site preparation and grading, provided such work takes place between the hours of 7:00 a.m. and 10:00 p.m. on any day except Sunday.
(b) Emergency work.
(c) Any act or acts which are prohibited by any law of the State of California or the United States.

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27 5.0 Study Method and Procedure
The following section describes the noise modeling procedures and assumptions used for this assessment.

5.1 Noise Measurement Procedure and Criteria
Noise measurements are taken to determine the existing 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 first row of houses • Locations that are acoustically representative and equivalent of the area of concern • Human land usage
• Sites clear of major obstruction and contamination
MD conducted the sound level measurements in accordance to the City and CalTrans technical noise specifications. All measurements equipment meets American National Standards Institute (ANSI) specifications for sound level meters (S1.4-1983 identified in Chapter 19.68.020.AA). The following gives a brief description of the Caltrans Technical Noise Supplement procedures for sound level measurements:
• Microphones for sound level meters were placed 5-feet above the ground for all measurements • Sound level meters were calibrated (Larson Davis CAL 200) before and after each measurement • Following the calibration of equipment, a wind screen was placed over the microphone • Frequency weighting was set on “A” and slow response
• Results of the long-term noise measurements were recorded on field data sheets • During any short-term noise measurements any noise contaminations such as barking dogs, local traffic, lawn mowers, or aircraft fly-overs were noted
• Temperature and sky conditions were observed and documented

5.2 SoundPLAN Noise Modeling
SoundPLAN acoustical modeling software was utilized to create existing and existing plus project plus cumulative traffic noise level contours for all General Plan designated roadways. Model parameters included average daily traffic volumes, day/evening/night split, roadway classification, width, speed, and truck mix. Surfaces adjacent to all modeled roadways were assumed to have a “hard site” to predict worst-case, conservative noise levels. A hard site, such as pavement, is highly reflective and does not attenuate noise as quickly as grass or other soft sites. Possible reductions in noise levels due to intervening topography and buildings were not accounted for in this analysis. Roadway modeling assumptions utilized for the technical study are provided in Table 9 (Existing Conditions) and Table 10 (Existing Plus Project Plus Cumulative Conditions) and in Appendix A.

A summary of the model parameters and REMEL adjustments are presented below.

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28 • 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 Volumes (ADT), Travel Speeds, Percentages of automobiles, medium trucks and heavy trucks
• Roadway grade and angle of view
• Site Conditions (e.g. soft vs. hard)
• Percentage of total ADT which flows each hour through-out a 24-hour period Rail noise was modeled using the Create Freight Noise and Vibration Model/Spreadsheet. CREATE assumptions include one rail yard, two locomotives per train, 43,100 feet of rail cars, and an average speed of 45 mph. Current data shows that approximately 14 trains travel along this rail line during each 24-hour period. The Create Noise Model output was entered into the SoundPLAN noise model as a line source. SoundPLAN input and output is provided in Appendix A.

5.3 FHWA Traffic Noise Prediction Model
The FHWA Traffic Noise Prediction Model (FHWA-RD-77-108) was utilized to model and to compare existing traffic noise levels to existing plus project plus cumulative traffic noise levels. The FHWA model arrives at the predicted noise level through a series of adjustments to the Reference Energy Mean Emission Level (REMEL). Roadway modeling assumptions utilized for the technical study are provided in Table 9 (Existing Conditions) and Table 10 (Existing Plus Project Plus Cumulative Conditions) indicates the roadway parameters and vehicle distribution utilized for this study. <Table 9, next page>
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29 Table 9: Roadway Segment Modeling Assumptions - Existing Conditions Roadway Segment Limits Existing
ADT1,2 Speed3 West Area Plan Designation4
State Route 99 W. Herndon Ave to W. Shaw Ave 81,000 65 Freeway State Route 99 W. Shaw Ave to W. Ashlan Ave 77,000 65 Freeway State Route 99 W. Ashlan Ave to W. Dakota Ave 105,000 65 Freeway State Route 99 W. Dakota Ave to W. Shields Ave 104,000 65 Freeway State Route 99 W. Shields Ave to W. Clinton Ave 107,000 45 Freeway W. Herndon Ave N. Garfield Ave to N. Parkway Drive No Data 35 Collector W. Bullard Ave N Garfield Ave to N. Grantland Ave 600 35 Collector W. Bullard Ave N. Grantland Ave to N. Bryan Ave 2,900 35 Collector W. Bullard Ave N. Bryan Ave to SR-99 No Data 45 Collector W. Barstow Ave N Garfield to N. Grantland Ave 1,200 45 Collector W. Barstow Ave N. Grantland Ave to N. Bryan Ave 800 35 Collector W. Barstow Ave N. Bryan Ave to N. Contessa Ave No Data 50 Collector W. Barstow Ave N. Contessa Ave to N. Island Waterpark Drive No Data 45 Collector W. Shaw Ave N Garfield Ave to N. Grantland Ave 6,000 35 Arterial W. Shaw Ave N. Grantland Ave to N. Bryan Ave 7,100 35 Arterial W. Shaw Ave N. Bryan Ave to 1,300 ft east of N. Hayes Ave 8,250 35 Arterial W. Shaw Ave 1,300 ft east of N. Hayes Ave to N. Polk Ave 9,200 45 Arterial W. Shaw Ave N. Polk Ave to State Route 99 18,200 45 Arterial W. Gettysburg Ave 1,300 ft west of N. Bryan Ave to Bryan Ave 1,200 35 Collector W. Gettysburg Ave N. Bryan Ave to N. Hayes Ave 1,700 35 Collector W. Gettysburg Ave N. Hayes Ave to N. Polk Ave 1,950 35 Collector W. Gettysburg Ave N. Polk Ave to N. Barcus 1,200 45 Collector W. Ashlan Ave N. Garfield to N. Grantland No Data 45 Arterial W. Ashlan Ave N. Grantland Ave to N. Bryan Ave 3,200 45 Arterial W. Ashlan Ave N. Bryan Ave to N. Hayes Ave 3,100 35 Arterial W. Ashlan Ave N. Hayes Ave to N. Polk Ave 2,050 35 Arterial W. Ashlan Ave N. Polk Ave to N. Cornelia Ave 6,500 35 Arterial W. Ashlan Ave N. Cornelia Ave to N. Blythe Ave 16,350 35 Arterial W. Ashlan Ave N. Blythe Ave to State Route 99 23,600 35 Arterial W. Dakota Ave N. Hayes Ave to N. Barcus Ave 1,950 35 Collector W. Dakota Ave N. Barcus Ave to N. Polk Ave 1,950 45 Collector W. Dakota Ave N. Polk Ave to N. Cornelia Ave 5,100 35 Collector W. Dakota Ave N. Cornelia Ave to N. Blythe Ave 4,250 35 Collector W. Dakota Ave N. Blythe Ave to N Brawley Ave 3,150 35 Collector W. Dakota Ave N Brawley Ave to N. Parkway Drive 2,400 35 Collector W. Shields Ave N. Garfield Ave to Grantland Ave 2,700 35 Collector W. Shields Ave N. Grantland Ave to N. Bryan Ave 2,750 35 Collector West Area Specific Plan
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30 Table 9: Roadway Segment Modeling Assumptions - Existing Conditions Roadway Segment Limits Existing
ADT1,2 Speed3 West Area Plan Designation4
W. Shields Ave N. Bryan Ave to N. Hayes Ave 3,550 35 Collector W. Shields Ave N. Hayes Ave to N. Polk Ave 3,250 35 Collector W. Shields Ave N. Polk Ave to N. Dante Ave 3,750 45 Collector W. Shields Ave N. Dante Ave to N. Cornelia Ave 3,750 45 Collector W. Shields Ave N. Cornelia Ave to N. Blythe Ave 4,600 35 Collector W. Shields Ave N. Blythe Ave to N. Brawley Ave 4,400 35 Collector W. Shields Ave N Brawley Ave to N. Valentine Ave 5,800 35 Collector W. Shields Ave N. Valentine Ave to N. Marks Ave 6,900 35 Collector W. Clinton Ave N. Grantland Ave to N. Bryan Ave 400 35 Super Arterial W. Clinton Ave N. Bryan Ave to N. Hayes Ave 700 35 Super Arterial W. Clinton Ave N. Hayes Ave to N. Polk Ave 1,050 35 Super Arterial W. Clinton Ave N. Polk Ave to 1900 ft east of N. Polk Ave 1,050 35 Super Arterial W. Clinton Ave 1900 east of N. Polk Ave to N. Cornelia Ave 3,400 45 Super Arterial W. Clinton Ave N. Cornelia Ave to N. Milburn Ave 6,400 50 Super Arterial W. Clinton Ave N. Milburn Ave to N. Blythe Ave 6,400 45 Super Arterial W. Clinton Ave N. Blythe Ave to N Sonora Ave 9,300 50 Super Arterial W. Clinton Ave N. Sonora Ave to N Brawley Ave 9,300 45 Super Arterial W. Clinton Ave N Brawley Ave to N. Knoll Ave 9,850 45 Super Arterial W. Clinton Ave N. Knoll Ave to 850 ft east of N. Knoll Ave 9,850 45 Super Arterial W. Clinton Ave 850 east of N. Knoll Ave to N. Valentine Ave 9,850 35 Super Arterial W. Clinton Ave N. Valentine Ave to N. Marks Ave 11,300 45 Super Arterial W. Clinton Ave N. Marks Ave to W. Vassar Ave 20,000 50 Super Arterial N Garfield Ave W. Herndon Ave to W. Bullard Ave No Data 35 Super Arterial N Garfield Ave W. Bullard Ave to W. Barstow Ave No Data 35 Super Arterial N Garfield Ave W. Barstow Ave to 1,000 ft south of W. Barstow Ave No Data 45 Super Arterial N Garfield Ave 1,000 ft south of W. Barstow Ave to W. Shaw Ave No Data 45 Super Arterial N Garfield Ave W. Shaw Ave to W. Gettysburg Ave No Data 35 Super Arterial N Garfield Ave W. Gettysburg Ave to W. Ashlan Ave 5,381 35 Super Arterial N Garfield Ave W. Ashlan Ave to W. Dakota Ave No Data 35 Super Arterial N Garfield Ave W. Dakota Ave to W. Shields Ave 4,998 35 Super Arterial N. Parkway Drive N Herndon Ave to W. Herndon Ave No Data 35 Arterial N. Grantland Ave N. Parkway Drive to W. Bullard Ave No Data 35 Collector N. Grantland Ave W. Bullard Ave to W. Barstow Ave No Data 45 Arterial N. Grantland Ave W. Barstow Ave to W. Shaw Ave 6,700 45 Arterial N. Grantland Ave W. Shaw Ave to W. Gettysburg Ave 3,900 35 Arterial N. Grantland Ave W. Gettysburg Ave to W. Ashlan Ave 4,000 45 Super Arterial N. Grantland Ave W. Ashlan Ave to W Dakota Ave 3,050 45 Super Arterial West Area Specific Plan
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31 Table 9: Roadway Segment Modeling Assumptions - Existing Conditions Roadway Segment Limits Existing
ADT1,2 Speed3 West Area Plan Designation4
N. Grantland Ave W. Dakota Ave to W. Shields Ave No Data 45 Super Arterial N. Grantland Ave W Shields Ave to W. Clinton Ave 2,300 45 Super Arterial N. Bryan Ave W. Shaw Ave to W. Santa Ana Ave 2,400 35 Collector N. Bryan Ave W. Santa Ana Ave to W. Gettysburg Ave 2,400 35 Collector N. Bryan Ave W. Gettysburg Ave to W. Ashlan Ave 3,100 45 Collector N. Bryan Ave W. Ashlan Ave to W. Dakota Ave 1,750 45 Collector N. Bryan Ave W. Dakota Ave to W Shields Ave 1,750 35 Collector N. Bryan Ave W Shields Ave to W. Clinton Ave 650 35 Collector N. Hayes Ave W. Shaw Ave to W. Santa Ana Ave 2,700 45 Collector N. Hayes Ave W. Santa Ana Ave to W. Gettysburg Ave 2,700 45 Collector N. Hayes Ave W. Gettysburg Ave to W. Swift Ave 1,700 45 Collector N. Hayes Ave W. Swift Ave to W. Ashlan Ave 1,700 35 Collector N. Hayes Ave W. Ashland Ave to W. Dakota Ave 2,400 35 Collector N. Hayes Ave W. Dakota Ave to 1,300 ft South of W. Dakota Ave 2,150 35 Collector N. Hayes Ave 1,300 ft South of W. Dakota Ave to W Shields Ave 2,150 45 Collector N. Hayes Ave W Shields Ave to W. Clinton Ave 1,650 35 Collector N. Polk Ave North of W. Shaw Ave 4,400 45 Arterial
N. Polk Ave W. Shaw Ave to W. Acacia Ave 7,300 45 Arterial N. Polk Ave W. Acacia Ave to W. Gettysburg Ave 7,300 45 Arterial N. Polk Ave W. Gettysburg Ave to W. Ashlan Ave 4,850 35 Arterial N. Polk Ave W. Ashland Ave to W. Griffith Way 5,600 35 Arterial N. Polk Ave W. Griffith Way to W. Dakota Ave 5,600 45 Arterial N. Polk Ave W. Dakota Ave to W Shields Ave 4,900 35 Arterial N. Polk Ave W Shields Ave to W. Clinton Ave 3,750 35 Arterial N. Cornelia Ave N. Parkway Drive to W. Gettysburg Ave 5,700 45 Collector N. Cornelia Ave W. Gettysburg to W. Ashlan Ave 5,700 45 Collector N. Cornelia Ave W. Ashland Ave to W. Bellaire Way 7,800 45 Collector N. Cornelia Ave W. Bellaire Way to W. Dakota Ave 7,800 45 Collector N. Cornelia Ave W. Dakota Ave to W Shields Ave 5,800 35 Collector N. Cornelia Ave W Shields Ave to W. Clinton Ave 5,600 45 Collector N. Blythe Ave W. Ashlan Ave to W. Dakota Ave 6,700 35 Arterial N. Blythe Ave W. Dakota Ave to W Shields Ave 4,750 35 Collector N. Blythe Ave W Shields Ave to W. Clinton Ave 4,900 35 Collector N Brawley Ave N. Parkway Drive to W. Dakota Ave 6,600 35 Collector N Brawley Ave W. Dakota Ave to W. Dayton Ave 6,350 35 Collector N Brawley Ave W. Dayton Ave to W. Cortland Ave 6,350 45 Collector N Brawley Ave W. Cortland Ave to W. Shields Ave 6,350 35 Collector West Area Specific Plan
Noise Impact Study
City of Fresno, CA Study Method and Procedure
32 Table 9: Roadway Segment Modeling Assumptions - Existing Conditions Roadway Segment Limits Existing
ADT1,2 Speed3 West Area Plan Designation4
N Brawley Ave W Shields Ave to W. Clinton Ave 6,000 35 Collector N. Valentine Ave N. Parkway Drive to W Shields Ave 2,600 35 Collector N. Valentine Ave W Shields Ave to W. Clinton Ave 2,100 35 Collector N. Marks Ave W Princeton Ave to W. Clinton Ave 9,100 35 Collector Notes:
1) Traffic Study for the West Area Specific Plan, Kittleson Associates, 2020 2) Traffic volumes and vehicle mix for State Route 99 source: https://dot.ca.gov/programs/traffic-operations/census. 3) Speed was modeled as posted.
4) West Area Planned Circulation Network, City of Fresno West Area Specific Plan Existing Conditions Report, March 2018 Table 10: Road Segment Modeling Assumptions – Existing Plus Project Plus Cumulative

Roadway Segment Limits
Existing Plus
Project Plus
Cumulative
ADT1,2
Speed3
West Area
Plan
Designation4
State Route 99 W. Herndon Ave to W. Shaw Ave 81,000 65 Freeway State Route 99 W. Shaw Ave to W. Ashlan Ave 77,000 65 Freeway State Route 99 W. Ashlan Ave to W. Dakota Ave 105,000 65 Freeway State Route 99 W. Dakota Ave to W. Shields Ave 104,000 65 Freeway State Route 99 W. Shields Ave to W. Clinton Ave 107,000 65 Freeway W. Herndon Ave N. Garfield Ave to N. Parkway Drive No Data 35 Collector W. Bullard Ave N Garfield Ave to N. Grantland Ave 6,683 35 Collector W. Bullard Ave N. Grantland Ave to N. Bryan Ave 9,706 35 Collector W. Bullard Ave N. Bryan Ave to SR-99 No Data 45 Collector W. Barstow Ave N Garfield to N. Grantland Ave 1,310 45 Collector W. Barstow Ave N. Grantland Ave to N. Bryan Ave 14,804 35 Collector W. Barstow Ave N. Bryan Ave to N. Contessa Ave No Data 50 Collector W. Barstow Ave N. Contessa Ave to N. Island Waterpark Drive No Data 45 Collector W. Shaw Ave N Garfield Ave to N. Grantland Ave 16,820 35 Arterial W. Shaw Ave N. Grantland Ave to N. Bryan Ave 47,627 35 Arterial W. Shaw Ave N. Bryan Ave to 1,300 ft east of N. Hayes Ave 45,973 35 Arterial W. Shaw Ave 1,300 ft east of N. Hayes Ave to N. Polk Ave 54,592 45 Arterial W. Shaw Ave N. Polk Ave to State Route 99 88,601 45 Arterial W. Gettysburg Ave 1,300 ft west of N. Bryan Ave to Bryan Ave 6,954 35 Collector W. Gettysburg Ave N. Bryan Ave to N. Hayes Ave 11,025 35 Collector W. Gettysburg Ave N. Hayes Ave to N. Polk Ave 18,739 35 Collector West Area Specific Plan
Noise Impact Study
City of Fresno, CA Study Method and Procedure
33 Table 10: Road Segment Modeling Assumptions – Existing Plus Project Plus Cumulative

Roadway Segment Limits
Existing Plus
Project Plus
Cumulative
ADT1,2
Speed3
West Area
Plan
Designation4
W. Gettysburg Ave N. Polk Ave to N. Barcus 9,002 45 Collector W. Ashlan Ave N. Garfield to N. Grantland 14,056 45 Arterial W. Ashlan Ave N. Grantland Ave to N. Bryan Ave 46,920 45 Arterial W. Ashlan Ave N. Bryan Ave to N. Hayes Ave 40,410 35 Arterial W. Ashlan Ave N. Hayes Ave to N. Polk Ave 44,366 35 Arterial W. Ashlan Ave N. Polk Ave to N. Cornelia Ave 43,099 35 Arterial W. Ashlan Ave N. Cornelia Ave to N. Blythe Ave 58,827 35 Arterial W. Ashlan Ave N. Blythe Ave to State Route 99 66,788 35 Arterial W. Dakota Ave N. Hayes Ave to N. Barcus Ave 16,139 35 Collector W. Dakota Ave N. Barcus Ave to N. Polk Ave 16,139 45 Collector W. Dakota Ave N. Polk Ave to N. Cornelia Ave 14,878 35 Collector W. Dakota Ave N. Cornelia Ave to N. Blythe Ave 14,338 35 Collector W. Dakota Ave N. Blythe Ave to N Brawley Ave 13,124 35 Collector W. Dakota Ave N Brawley Ave to N. Parkway Drive 7,448 35 Collector W. Shields Ave N. Garfield Ave to Grantland Ave No Data 35 Collector W. Shields Ave N. Grantland Ave to N. Bryan Ave 13,365 35 Collector W. Shields Ave N. Bryan Ave to N. Hayes Ave 15,656 35 Collector W. Shields Ave N. Hayes Ave to N. Polk Ave 12,337 35 Collector W. Shields Ave N. Polk Ave to N. Dante Ave 21,436 45 Collector W. Shields Ave N. Dante Ave to N. Cornelia Ave 21,436 45 Collector W. Shields Ave N. Cornelia Ave to N. Blythe Ave 19,552 35 Collector W. Shields Ave N. Blythe Ave to N. Brawley Ave 21,141 35 Collector W. Shields Ave N Brawley Ave to N. Valentine Ave 19,787 35 Collector W. Shields Ave N. Valentine Ave to N. Marks Ave 19,278 35 Collector W. Clinton Ave N. Grantland Ave to N. Bryan Ave 2,448 35 Arterial W. Clinton Ave N. Bryan Ave to N. Hayes Ave 10,251 35 Arterial W. Clinton Ave N. Hayes Ave to N. Polk Ave 11,239 35 Arterial W. Clinton Ave N. Polk Ave to 1900 ft east of N. Polk Ave 13,878 35 Arterial W. Clinton Ave 1900 east of N. Polk Ave to N. Cornelia Ave 21,298 45 Arterial W. Clinton Ave N. Cornelia Ave to N. Milburn Ave 24,727 50 Arterial W. Clinton Ave N. Milburn Ave to N. Blythe Ave 29,368 45 Arterial W. Clinton Ave N. Blythe Ave to N Sonora Ave 24,727 50 Arterial W. Clinton Ave N. Sonora Ave to N Brawley Ave 24,727 45 Arterial W. Clinton Ave N Brawley Ave to N. Knoll Ave 29,368 45 Arterial W. Clinton Ave N. Knoll Ave to 850 ft east of N. Knoll Ave 29,368 45 Arterial West Area Specific Plan
Noise Impact Study
City of Fresno, CA Study Method and Procedure
34 Table 10: Road Segment Modeling Assumptions – Existing Plus Project Plus Cumulative

Roadway Segment Limits
Existing Plus
Project Plus
Cumulative
ADT1,2
Speed3
West Area
Plan
Designation4
W. Clinton Ave 850 east of N. Knoll Ave to N. Valentine Ave 29,368 35 Arterial W. Clinton Ave N. Valentine Ave to N. Marks Ave 39,715 45 Arterial W. Clinton Ave N. Marks Ave to W. Vassar Ave 58,312 50 Arterial N Garfield Ave W. Herndon Ave to W. Bullard Ave 4,249 35 Arterial N Garfield Ave W. Bullard Ave to W. Barstow Ave 4,862 35 Arterial N Garfield Ave
W. Barstow Ave to 1,000 ft south of W. Barstow
Ave 5,253 45 Arterial
N Garfield Ave 1,000 ft south of W. Barstow Ave to W. Shaw Ave 5,253 45 Arterial N Garfield Ave W. Shaw Ave to W. Gettysburg Ave 5,702 35 Arterial N Garfield Ave W. Gettysburg Ave to W. Ashlan Ave 5,381 35 Arterial N Garfield Ave W. Ashlan Ave to W. Dakota Ave No Data 35 Arterial N Garfield Ave W. Dakota Ave to W. Shields Ave 4,998 35 Arterial N. Parkway Drive N Herndon Ave to W. Herndon Ave 4,166 35 Arterial N. Grantland Ave N. Parkway Drive to W. Bullard Ave No Data 35 Collector N. Grantland Ave W. Bullard Ave to W. Barstow Ave 11,947 45 Arterial N. Grantland Ave W. Barstow Ave to W. Shaw Ave 15,386 45 Arterial N. Grantland Ave W. Shaw Ave to W. Gettysburg Ave 45,056 35 Arterial N. Grantland Ave W. Gettysburg Ave to W. Ashlan Ave 55,863 45 Arterial N. Grantland Ave W. Ashlan Ave to W Dakota Ave No Data 45 Arterial N. Grantland Ave W. Dakota Ave to W. Shields Ave 40,268 45 Arterial N. Grantland Ave W Shields Ave to W. Clinton Ave 25,521 45 Arterial N. Bryan Ave W. Shaw Ave to W. Santa Ana Ave 21,311 35 Collector N. Bryan Ave W. Santa Ana Ave to W. Gettysburg Ave 21,311 35 Collector N. Bryan Ave W. Gettysburg Ave to W. Ashlan Ave 18,216 45 Collector N. Bryan Ave W. Ashlan Ave to W. Dakota Ave No Data 45 Collector N. Bryan Ave W. Dakota Ave to W Shields Ave 18,966 35 Collector N. Bryan Ave W Shields Ave to W. Clinton Ave 13,631 35 Collector N. Hayes Ave W. Shaw Ave to W. Santa Ana Ave 22,778 45 Collector N. Hayes Ave W. Santa Ana Ave to W. Gettysburg Ave 22,778 45 Collector N. Hayes Ave W. Gettysburg Ave to W. Swift Ave 25,950 45 Collector N. Hayes Ave W. Swift Ave to W. Ashlan Ave 25,950 35 Collector N. Hayes Ave W. Ashland Ave to W. Dakota Ave 29,995 35 Collector N. Hayes Ave W. Dakota Ave to 1,300 ft South of W. Dakota Ave 21,197 35 Collector N. Hayes Ave 1,300 ft South of W. Dakota Ave to W Shields Ave 21,197 45 Collector N. Hayes Ave W Shields Ave to W. Clinton Ave 17,552 35 Collector N. Polk Ave North of W. Shaw Ave 6,568 45 Arterial
West Area Specific Plan
Noise Impact Study
City of Fresno, CA Study Method and Procedure
35 Table 10: Road Segment Modeling Assumptions – Existing Plus Project Plus Cumulative

Roadway Segment Limits
Existing Plus
Project Plus
Cumulative
ADT1,2
Speed3
West Area
Plan
Designation4
N. Polk Ave W. Shaw Ave to W. Acacia Ave 25,762 45 Arterial N. Polk Ave W. Acacia Ave to W. Gettysburg Ave 25,762 45 Arterial N. Polk Ave W. Gettysburg Ave to W. Ashlan Ave 31,612 35 Arterial N. Polk Ave W. Ashland Ave to W. Griffith Way 31,840 35 Arterial N. Polk Ave W. Griffith Way to W. Dakota Ave 31,840 45 Arterial N. Polk Ave W. Dakota Ave to W Shields Ave 23,801 35 Arterial N. Polk Ave W Shields Ave to W. Clinton Ave 21,944 35 Arterial N. Cornelia Ave N. Parkway Drive to W. Gettysburg Ave 9,222 45 Collector N. Cornelia Ave W. Gettysburg to W. Ashlan Ave 22,141 45 Collector N. Cornelia Ave W. Ashland Ave to W. Bellaire Way 15,700 45 Collector N. Cornelia Ave W. Bellaire Way to W. Dakota Ave 15,700 45 Collector N. Cornelia Ave W. Dakota Ave to W Shields Ave 17,844 35 Collector N. Cornelia Ave W Shields Ave to W. Clinton Ave 15,071 45 Collector N. Blythe Ave W. Ashlan Ave to W. Dakota Ave 17,215 35 Arterial N. Blythe Ave W. Dakota Ave to W Shields Ave 17,269 35 Collector N. Blythe Ave W Shields Ave to W. Clinton Ave 16,106 35 Collector N Brawley Ave N. Parkway Drive to W. Dakota Ave 20,943 35 Collector N Brawley Ave W. Dakota Ave to W. Dayton Ave 16,396 35 Collector N Brawley Ave W. Dayton Ave to W. Cortland Ave 16,396 45 Collector N Brawley Ave W. Cortland Ave to W. Shields Ave 16,396 35 Collector N Brawley Ave W Shields Ave to W. Clinton Ave 16,935 35 Collector N. Valentine Ave N. Parkway Drive to W Shields Ave 12,354 35 Collector N. Valentine Ave W Shields Ave to W. Clinton Ave 11,825 35 Collector N. Marks Ave W Princeton Ave to W. Clinton Ave 15,475 35 Collector Notes:
1) Traffic Study for the West Area Specific Plan, Kittleson Associates, 2020 2) Traffic volumes and vehicle mix for State Route 99 source: https://dot.ca.gov/programs/traffic-operations/census. 3) Speed was modeled as posted.
4) West Area Planned Circulation Network, City of Fresno West Area Specific Plan Existing Conditions Report, March 2018 West Area Specific Plan
Noise Impact Study
City of Fresno, CA Existing Noise Environment
36 6.0 Existing Noise Environment

6.1 Noise Sources in the Plan Area

6.1.1 General Land Use Noise
Existing land uses within the Plan Area include single and multiple family residential development, commercial, recreational, and industrial land uses. Noise sources associated with existing land uses include residential maintenance, parking lot noise, heating and cooling system (HVAC) noise, property maintenance noise, trash truck noise, loading and unloading noise, and recreational noise.

6.1.2 Roadway Noise
The primary noise source in the community is vehicle traffic traveling on surface streets and on State Route 99. Existing modeled and measured noise levels associated with acoustically significant roadways within the Plan Area are shown on Exhibit D. The modeled noise levels do not take into account factors such as existing buildings, walls, etc. that may reduce or in some cases, amplify noise sources. The measured noise levels do take into account existing structures as well as other noise sources.

Those areas in the City that currently experience sound levels greater than 60 dBA Ldn are typically near major vehicular traffic corridors. Highway traffic noise levels typically depend on three factors: (1) the volume of traffic, (2) the average speed of traffic, and (3) the vehicle mix (i.e., the percentage of trucks versus automobiles in the traffic flow). Vehicle noise includes noises produced by the engine, exhaust, tires, and wind generated by taller vehicles. Other factors that affect the perception of traffic noise include the distance from the highway, terrain, vegetation, and natural and structural obstacles. While tire noise from automobiles is generally located at ground level, some truck noise sources may emanate from 12 feet or more above the ground.

Vehicle traffic generated noise associated with State Route 99 is the dominant noise source in the eastern portion of the Plan Area with average daily vehicle trips (ADTs) ranging between 77,000-107,000 adjacent to the Plan Area. Existing modeled noise contours shown in Exhibit D show that traffic noise associated with SR-99 dominates the noise environment of the easternmost portion of the Plan Area.

Most noise sensitive land uses adjacent to State Route 99 are shielded by existing sound walls, topography, or buildings, however, the attenuation provided by them is not represented in the noise contour map.
<Exhibit D, next page>
Exhibit D
Noise Measurement Location Map
Existing Noise Environment
37 1 = Short Term measurement (10-Minute)
1 = Long Term measurement (24-Hour)
4 6
7 8 9
10 11
2 3
= West Area Specific Plan Boundary
West Area Specific Plan
Noise Impact Study
City of Fresno, CA
12 1
2 3
5 1
4 West Area Specific Plan
Noise Impact Study
City of Fresno, CA Existing Noise Environment
38 6.1.3 Rail Noise
Noise associated with the existing Union Pacific Railroad (UPRR) line that generally runs parallel to State Route 99 also contributes to noise in the Plan Area. The Union Pacific Railroad extends in a southeast/northwest direction ranging between 320 and 2,100 feet east of the project area. Based on count data available provided by the Federal Railroad Administration (FRA 2020) fourteen train trips per day (split evenly between daytime and nighttime hours) utilize the rail lines located east of the project area and State Route 99 and north of West Ashlan Avenue. There are existing residential land uses located within the project area as close as 380 feet to the rail lines north of West Ashlan Avenue and 380 feet from the rail lines south of West Ashlan Avenue. There is a rail yard east of State Route 99 that extends from approximately 450 feet north of Clinton Avenue to West Ashlan Avenue. Noise level contours associated with the UPRR are shown in Exhibit E.

6.1.4 Airport/Aircraft Noise
There are no airports located within the Plan Area and the Plan Area is not located within any airport noise contours (City of Fresno 2014). The Plan Area is however, affected by fly-over noise associated with the Fresno Yosemite International airport, the Fresno‐Chandler Downtown airport, and the Sierra Sky Park Airport. Commercial jet aircraft operations are limited to the Fresno Yosemite International Airport. The Air National Guard is also stationed there and operates military jets and other aircraft.

Private and commercial operations with smaller aircraft use the Fresno Chandler Downtown Airport, while only small private aircraft use the Sierra Sky Park Airport.

6.1.4 Agricultural Noise
The project area is also exposed agricultural noise including field and crop maintenance, hauling, and crop dusting from small aircraft. The noise from these sources mostly occurs within the confines of the agricultural fields, and is seasonal. A characteristic of agricultural noise is short periods of noisy activities separated by long periods of little or no noise-producing activities. The FAA regulates noise associated with aircraft once they leave the ground. FAA regulations require that all aircraft maintain a height of at least 500 feet above ground or objects on the ground, like a house. A crop duster can go below this height only to operate to apply chemicals and for no other reason.

6.2 Noise Measurement Results
Four (4) long-term 24-hour noise measurements and twelve (12) short-term noise measurements were conducted throughout the Plan Area to document the existing noise environment. Noise measurement locations are shown in Exhibit F.

6.2.1 Short-Term Noise Measurements
Measured noise levels within the Plan Area ranged between 54.4 and 74.8 dBA Leq. Vehicle noise associated with surface streets, State Route 99, the existing rail line were the primary sources of ambient noise. Secondary noise sources included typical residential activities and landscaping equipment. Noise measurement results are presented in Table 11. Field notes and meter output are provided in Appendix B.

West Area Specific Plan
Noise Impact Study
City of Fresno, CA Existing Noise Environment
38 6.1.3 Rail Noise
Noise associated with the existing Union Pacific Railroad (UPRR) line that generally runs parallel to State Route 99 also contributes to noise in the Plan Area. The Union Pacific Railroad extends in a southeast/northwest direction ranging between 320 and 2,100 feet east of the project area. Based on count data available provided by the Federal Railroad Administration (FRA 2020) fourteen train trips per day (split evenly between daytime and nighttime hours) utilize the rail lines located east of the project area and State Route 99 and north of West Ashlan Avenue. There are existing residential land uses located within the project area as close as 380 feet to the rail lines north of West Ashlan Avenue and 380 feet from the rail lines south of West Ashlan Avenue. There is a rail yard east of State Route 99 that extends from approximately 450 feet north of Clinton Avenue to West Ashlan Avenue. Noise level contours associated with the UPRR are shown in Exhibit E.

6.1.4 Airport/Aircraft Noise
There are no airports located within the Plan Area and the Plan Area is not located within any airport noise contours (City of Fresno 2014). The Plan Area is however, affected by fly-over noise associated with the Fresno Yosemite International airport, the Fresno‐Chandler Downtown airport, and the Sierra Sky Park Airport. Commercial jet aircraft operations are limited to the Fresno Yosemite International Airport. The Air National Guard is also stationed there and operates military jets and other aircraft.

Private and commercial operations with smaller aircraft use the Fresno Chandler Downtown Airport, while only small private aircraft use the Sierra Sky Park Airport.

6.1.4 Agricultural Noise
The project area is also exposed agricultural noise including field and crop maintenance, hauling, and crop dusting from small aircraft. The noise from these sources mostly occurs within the confines of the agricultural fields, and is seasonal. A characteristic of agricultural noise is short periods of noisy activities separated by long periods of little or no noise-producing activities. The FAA regulates noise associated with aircraft once they leave the ground. FAA regulations require that all aircraft maintain a height of at least 500 feet above ground or objects on the ground, like a house. A crop duster can go below this height only to operate to apply chemicals and for no other reason.

6.2 Noise Measurement Results
Four (4) long-term 24-hour noise measurements and twelve (12) short-term noise measurements were conducted throughout the Plan Area to document the existing noise environment. Noise measurement locations are shown in Exhibit F.

6.2.1 Short-Term Noise Measurements
Measured noise levels within the Plan Area ranged between 54.4 and 74.8 dBA Leq. Vehicle noise associated with surface streets, State Route 99, the existing rail line were the primary sources of ambient noise. Secondary noise sources included typical residential activities and landscaping equipment. Noise measurement results are presented in Table 11. Field notes and meter output are provided in Appendix B.

West Area Specific Plan
Noise Impact Study
City of Fresno, CA Existing Noise Environment
39 Table 11: Short-Term Noise Measurement Summary

Noise
Measurement
Location
Approximate
Address Date Time
A-Weighted Sound Level (dBA)
Leq Lmax Lmin L2 L8 L25 L50
1 Herndon Avenue &
N. Parkway Drive
June 3,
2020 9:28 AM 67.6 78.3 54.5 74.7 71.3 68.0 65.6
2 N. Bryan Avenue &
W Shaw Avenue
June 3,
2020 9:48 AM 69.5 84.1 40.9 78.3 75.8 69.4 60.4
3 N Polk Avenue and
W Gettysburg
Avenue
June 3,
2020 10:15 AM 61.5 82.5 41.3 68.1 62.2 58.8 54.2
4 N. Bryan Avenue &
W. Ashlan Avenue
June 3,
2020 10:32 AM 54.4 69.5 37.8 63.1 58.4 53.7 50.0
5 N. Polk Avenue &
W. Ashlan Avenue
June 3,
2020 12:13 PM 64.6 86.5 45.4 71.6 67.7 64.3 60.8
6 N. Dakota Avenue &
W. Brawley Avenue
June 3,
2020 2:19 PM 74.8 99.8 50.2 79.2 72.6 67.5 64.3
7 N. Grantland
Avenue &
W. Shields Avenue
June 3,
2020 12:38 PM 72.8 93.4 37.5 81.4 74.7 65.0 56.2
8 N. Polk Avenue &
W. Shields Avenue
June 3,
2020 12:54 PM 66.1 86.3 51.5 75.5 70.1 62.6 58.9
9 N. Blythe Avenue &
W. Shields Avenue
June 3,
2020 1:09 PM 64.4 79.9 48.1 73.5 68.9 63.4 59.5
10 N. Bryan Avenue &
W. Clinton Avenue
June 3,
2020 1:26 PM 59.6 79.5 31.9 70.4 61.6 52.7 43.8
11 N. Cornelia Avenue
&
W. Clinton Avenue
June 3,
2020 1:42 PM 65.8 85.0 44.7 73.4 68.7 64.7 60.4
12 N. Marks Avenue &
W. Clinton Avenue
June 3,
2020 2:00 PM 68.8 85.2 55.2 75.9 72.7 69.6 65.6
Notes:
dBA = A-weighted decibels
Leq = equivalent noise level
Lmax = maximum noise level
Lmin = minimum noise level
Ln = noise level exceeded n percent of the measurement period

6.2.2 Long-Term Noise Measurements
Four (4) long-term noise measurements (24 consecutive hours) were taken in order to document the Community Noise Equivalent Level (CNEL) at different locations throughout the Plan Area. As shown in Table 12, the measured CNEL ranged between 60.5 and 70.2 dBA. The primary noise source was vehicle traffic. Table 12 also outlines the daytime (7AM to 7PM), evening (7PM to 10PM), and nighttime (10PM to 7AM) Leq levels at each location. These represent the average level over each time period (day/evening/night). Field notes and meter output are provided in Appendix B.

West Area Specific Plan
Noise Impact Study
City of Fresno, CA Existing Noise Environment
40 Table 12: Long-Term Noise Measurement Summary

Noise
Measurement
Location
Approximate
Address Date Description
A-Weighted Sound Level (dBA)
Daytime
Leq
Evening
Leq
Nighttime
Leq CNEL
LT1
N. Grantland
Avenue & W.

Barstow
Avenue
6/3/20 - 6/4/20
Vehicle traffic
traveling on N.

Valentine Avenue
and SR-99

58.8 56.1 52.7 60.7
LT2
N. Valentine
Avenue & W.

Shields
Avenue
6/3/20-6/4/20
Vehicle traffic
traveling on N.

Grantland Avenue
and W. Barstow
Avenue

65.4 62.1 63.4 70.8
LT3
N. Blythe
Avenue & W.

Ashlan Avenue
6/4/20-6/5/20
Vehicle traffic
traveling on N.

Blythe Avenue
and W. Ashlan
Avenue

67.3 65.5 61.5 69.1
LT4
N. Hayes
Avenue & W.

Ashlan Avenue
6/3/20-6/4/20
Vehicle Noise
traveling on N.

Hayes Avenue
and W. Ashlan
Avenue

65.8 61.3 58.6 67.1
Notes:
dBA = A-weighted decibels
Leq = equivalent noise level
Lmax = maximum noise level
Lmin = minimum noise level
Ln = noise level exceeded n percent of the measurement period Exhibit E
41 Existing Noise Environment
West Area Specific Plan
Noise Impact Study
City of Fresno, CA
Existing Roadway Noise Level Contours (CNEL)
Exhibit F
42 Union Pacific Railroad Noise Level Contours (CNEL)
West Area Specific Plan
Noise Impact Study
City of Fresno, CA Existing Noise Environment
West Area Specific Plan
Noise Impact Study
City of Fresno, CA Existing Noise Environment
43 6.3 Vibration Sources in the Plan Area
The main sources of vibration in the project area are related to vehicles, rail, and construction. Typical roadway traffic, including heavy trucks, rarely generates vibration amplitudes high enough to cause structural or cosmetic damage. However, there have been cases in which heavy trucks traveling over potholes or other discontinuities in the pavement have caused vibration high enough to result in complaints from nearby residents. These types of issues typically can be resolved by smoothing the roadway surface (Caltrans 2013b).

Construction activities that produce vibration that can be felt by adjacent land uses include the use vibratory equipment, large bull dozers, and pile drivers. The primary source of vibration during construction is usually from a bull dozer. A large bull dozer has a peak particle velocity of 0.089 inches per second at 25 feet.

West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 44 7.0 Future Noise Environment Impacts and Mitigation
This assessment analyzes future noise impacts to and from the project compares the results to the City’s Noise Standards. The analysis details the estimated exterior noise levels associated with traffic from adjacent roadways and from on-site stationary noise sources.

7.1 Future Exterior Noise
Each future noise source related to the project was evaluated in light of applicable City of Fresno and West Area Specific Plan policies and ordinances and programmatic mitigation measures are provided as applicable.

7.1.1 Stationary General Land Use Noise
The West Area Plan proposes the relocation of higher density land uses away from the most western and southwestern portions of the Plan Area where they are distant from public transit and community amenities and transfers those higher density land use designations to major corridors. The Specific Plan would result in an increase in land designated for employment, mixed use, open space and public facilities uses and a decrease in land designated for residential and commercial uses. Typical stationary noise sources and associated noise levels as measured ten-feet from the source are presented below1 .
• Parking lot noise 50-75 dBA
• HVAC 55-100 dBA
• Property maintenance 75-95 dBA
• Trash truck 85-90 dBA
• Loading/unloading 65-82 dBA
• Recreational noise 50-90 dBA
• Amplified music 80-105 dBA
• Car wash 85-100 dBA
• Event venue 65-75 dBA
• Idling heavy truck 72 dBA
Due to the suburban/rural nature of the Plan Area, development of the West Area Specific Plan will result in a substantial increase in existing ambient noise conditions. Enforcement of the Sections 10-105 through 10-109 of the City’s Noise Ordinance and analysis of noise producing projects, along with any needed mitigation measures, will reduce noise impacts associated with future development. Increases in ambient noise levels associated with existing and future stationary noise impacts may result in 1 The noise ranges presented are intended to give a general idea of typical urban/suburban stationary noise sources.

Depending on the number of patrons and the specific activity, i.e. outdoor winery concert vs. a rock band, noise levels will vary.

West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 45 significant impacts. The following measures should be implemented to reduce impacts associated with stationary noise sources in the Plan Area.

Mitigation Measures for Traffic Noise Impacts- Exterior Environment

1. Avoid the placement of new noise-producing uses in proximity to noise-sensitive land uses.

2. Apply noise level performance standards provided in Table 6 to proposed new noise producing uses.

3. Require new noise-sensitive uses in near proximity to noise-producing facilities include mitigation measures that would ensure compliance with noise performance standards presented in Table

6. 7.1.2 Roadway Noise
The primary noise source in the community will continue to be vehicle traffic traveling on surface streets and on State Route 99. Future noise levels associated with acoustically significant roadways within the Plan Area are shown on Exhibit G. Vehicle traffic generated noise associated with State Route 99 will continue to be the dominant noise source in the eastern portion of the Plan Area with ADTs ranging between 77,000-107,000 adjacent to the Plan Area.

Although most noise sensitive land uses adjacent to State Route 99 are shielded by existing sound walls, topography or buildings, there are still some noise sensitive land uses where existing plus project plus cumulative noise levels will exceed the City’s 60 dBA Ldn noise standard. Noise levels in the Plan Area are expected to exceed 65 dBA CNEL in most areas where shielding from traffic noise is not provided.

This is a significant impact and will require mitigation. Mitigation measures are provided at the end of this impact discussion.

Exhibit G
46 West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation Existing Plus Project Plus Cumulative Roadway Noise Level Contours (CNEL) West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 47 Buildout of the Plan Area will also result in substantial increases in ambient noise levels. Existing exterior noise levels along Plan Area roadways are presented in Table 13, Existing plus project, plus cumulative traffic noise levels are presented in Table 14 and a comparison of the two conditions is presented in Table 15.

Table 13: Existing Exterior Noise Levels Along Roadways (dBA, CNEL)

Roadway

Segment Limits
Distances to Contour:
@100 ft 70 65 60 55
State Route 99 W. Herndon Ave to W. Shaw Ave 83 695 1,497 3,225 6,948 State Route 99 W. Shaw Ave to W. Ashlan Ave 82 672 1,447 3,118 6,718 State Route 99 W. Ashlan Ave to W. Dakota Ave 84 826 1,780 3,834 8,261 State Route 99 W. Dakota Ave to W. Shields Ave 84 821 1,768 3,810 8,208 State Route 99 W. Shields Ave to W. Clinton Ave 82 615 1,324 2,852 6,145 W. Herndon Ave N. Garfield Ave to N. Parkway Drive No Data No Data No Data No Data No Data W. Bullard Ave N Garfield Ave to N. Grantland Ave 48 3 7 16 33 W. Bullard Ave N. Grantland Ave to N. Bryan Ave 55 10 21 44 96 W. Bullard Ave N. Bryan Ave to SR-99 23 0 0 0 1
W. Barstow Ave N Garfield to N. Grantland Ave 53 8 17 37 79 W. Barstow Ave N. Grantland Ave to N. Bryan Ave 49 4 9 19 41 W. Barstow Ave N. Bryan Ave to N. Contessa Ave No Data No Data No Data No Data No Data W. Barstow Ave N. Contessa Ave to N. Island Waterpark
Drive No Data No Data No Data No Data No Data
W. Shaw Ave N Garfield Ave to N. Grantland Ave 59 19 41 89 193 W. Shaw Ave N. Grantland Ave to N. Bryan Ave 60 22 46 100 215 W. Shaw Ave N. Bryan Ave to 1,300 ft east of N. Hayes
Ave 61 24 51 110 238
W. Shaw Ave 1,300 ft east of N. Hayes Ave to N. Polk Ave 63 36 77 166 358 W. Shaw Ave N. Polk Ave to State Route 99 66 57 124 266 574 W. Gettysburg
Ave 1,300 ft west of N. Bryan Ave to Bryan Ave 51 5 11 25 53 W. Gettysburg
Ave N. Bryan Ave to N. Hayes Ave 52 7 14 31 67
W. Gettysburg
Ave N. Hayes Ave to N. Polk Ave 53 7 16 34 73
W. Gettysburg
Ave N. Polk Ave to N. Barcus 54 8 17 37 80
W. Ashlan Ave N. Garfield to N. Grantland No Data No Data No Data No Data No Data W. Ashlan Ave N. Grantland Ave to N. Bryan Ave 59 18 38 82 177 W. Ashlan Ave N. Bryan Ave to N. Hayes Ave 56 12 27 58 124 W. Ashlan Ave N. Hayes Ave to N. Polk Ave 55 9 20 44 94 W. Ashlan Ave N. Polk Ave to N. Cornelia Ave 60 20 44 94 203 W. Ashlan Ave N. Cornelia Ave to N. Blythe Ave 64 38 81 174 376 West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 48 Table 13: Existing Exterior Noise Levels Along Roadways (dBA, CNEL)

Roadway

Segment Limits
Distances to Contour:
@100 ft 70 65 60 55
W. Ashlan Ave N. Blythe Ave to State Route 99 65 48 103 223 480 W. Dakota Ave N. Hayes Ave to N. Barcus Ave 53 7 16 34 73 W. Dakota Ave N. Barcus Ave to N. Polk Ave 56 11 24 51 109 W. Dakota Ave N. Polk Ave to N. Cornelia Ave 57 14 30 65 139 W. Dakota Ave N. Cornelia Ave to N. Blythe Ave 56 12 27 57 123 W. Dakota Ave N. Blythe Ave to N Brawley Ave 55 10 22 47 101 W. Dakota Ave N Brawley Ave to N. Parkway Drive 54 8 18 39 84 W. Shields Ave N. Garfield Ave to Grantland Ave 54 9 20 42 91 W. Shields Ave N. Grantland Ave to N. Bryan Ave 54 9 20 43 92 W. Shields Ave N. Bryan Ave to N. Hayes Ave 56 11 24 51 109 W. Shields Ave N. Hayes Ave to N. Polk Ave 55 10 22 48 103 W. Shields Ave N. Polk Ave to N. Dante Ave 58 17 36 78 169 W. Shields Ave N. Dante Ave to N. Cornelia Ave 58 17 36 78 169 W. Shields Ave N. Cornelia Ave to N. Blythe Ave 57 13 28 60 130 W. Shields Ave N. Blythe Ave to N. Brawley Ave 57 13 27 59 126 W. Shields Ave N Brawley Ave to N. Valentine Ave 58 15 33 70 152 W. Shields Ave N. Valentine Ave to N. Marks Ave 58 17 37 79 170 W. Clinton Ave N. Grantland Ave to N. Bryan Ave 48 3 7 15 32 W. Clinton Ave N. Bryan Ave to N. Hayes Ave 50 5 10 21 46 W. Clinton Ave N. Hayes Ave to N. Polk Ave 52 6 13 28 60 W. Clinton Ave N. Polk Ave to 1900 ft east of N. Polk Ave 52 6 13 28 60 W. Clinton Ave 1900 east of N. Polk Ave to N. Cornelia Ave 59 18 40 86 184 W. Clinton Ave N. Cornelia Ave to N. Milburn Ave 63 34 74 159 343 W. Clinton Ave N. Milburn Ave to N. Blythe Ave 62 29 62 133 286 W. Clinton Ave N. Blythe Ave to N Sonora Ave 65 44 95 204 440 W. Clinton Ave N. Sonora Ave to N Brawley Ave 63 37 79 170 367 W. Clinton Ave N Brawley Ave to N. Knoll Ave 64 38 82 177 381 W. Clinton Ave N. Knoll Ave to 850 ft east of N. Knoll Ave 64 37 81 174 374 W. Clinton Ave 850 east of N. Knoll Ave to N. Valentine Ave 61 27 58 124 268 W. Clinton Ave N. Valentine Ave to N. Marks Ave 64 41 88 190 410 W. Clinton Ave N. Marks Ave to W. Vassar Ave 68 73 158 340 733 N Garfield Ave W. Herndon Ave to W. Bullard Ave No Data No Data No Data No Data No Data N Garfield Ave W. Bullard Ave to W. Barstow Ave No Data No Data No Data No Data No Data N Garfield Ave W. Barstow Ave to 1,000 ft south of W.

Barstow Ave No Data No Data No Data No Data No Data
N Garfield Ave 1,000 ft south of W. Barstow Ave to W.

Shaw Ave No Data No Data No Data No Data No Data
West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 49 Table 13: Existing Exterior Noise Levels Along Roadways (dBA, CNEL)

Roadway

Segment Limits
Distances to Contour:
@100 ft 70 65 60 55
N Garfield Ave W. Shaw Ave to W. Gettysburg Ave No Data No Data No Data No Data No Data N Garfield Ave W. Gettysburg Ave to W. Ashlan Ave No Data No Data No Data No Data No Data N Garfield Ave W. Ashlan Ave to W. Dakota Ave No Data No Data No Data No Data No Data N Garfield Ave W. Dakota Ave to W. Shields Ave No Data No Data No Data No Data No Data N. Parkway Drive N Herndon Ave to W. Herndon Ave No Data No Data No Data No Data No Data N. Grantland Ave N. Parkway Drive to W. Bullard Ave No Data No Data No Data No Data No Data N. Grantland Ave W. Bullard Ave to W. Barstow Ave 62 31 68 146 315 N. Grantland Ave W. Barstow Ave to W. Shaw Ave 62 29 62 134 290 N. Grantland Ave W. Shaw Ave to W. Gettysburg Ave 57 14 31 67 144 N. Grantland Ave W. Gettysburg Ave to W. Ashlan Ave 60 21 44 95 205 N. Grantland Ave W. Ashlan Ave to W Dakota Ave 59 17 37 80 171 N. Grantland Ave W. Dakota Ave to W. Shields Ave No Data No Data No Data No Data No Data N. Grantland Ave W Shields Ave to W. Clinton Ave 57 14 31 66 142 N. Bryan Ave W. Shaw Ave to W. Santa Ana Ave 54 8 18 39 84 N. Bryan Ave W. Santa Ana Ave to W. Gettysburg Ave 54 8 18 39 84 N. Bryan Ave W. Gettysburg Ave to W. Ashlan Ave 58 15 32 69 149 N. Bryan Ave W. Ashlan Ave to W. Dakota Ave 55 10 22 47 102 N. Bryan Ave W. Dakota Ave to W Shields Ave 53 7 15 32 68 N. Bryan Ave W Shields Ave to W. Clinton Ave 48 4 8 16 35 N. Hayes Ave W. Shaw Ave to W. Santa Ana Ave 57 14 30 64 138 N. Hayes Ave W. Santa Ana Ave to W. Gettysburg Ave 57 14 29 63 136 N. Hayes Ave W. Gettysburg Ave to W. Swift Ave 55 10 21 46 100 N. Hayes Ave W. Swift Ave to W. Ashlan Ave 52 7 14 31 67 N. Hayes Ave W. Ashland Ave to W. Dakota Ave 54 8 18 39 84 N. Hayes Ave W. Dakota Ave to 1,300 ft South of W.

Dakota Ave 53 8 17 36 78
N. Hayes Ave 1,300 ft South of W. Dakota Ave to W
Shields Ave 56 12 25 54 116
N. Hayes Ave W Shields Ave to W. Clinton Ave 52 7 14 30 66 N. Polk Ave North of W. Shaw Ave 60 22 47 102 219
N. Polk Ave W. Shaw Ave to W. Acacia Ave 62 31 66 142 307 N. Polk Ave W. Acacia Ave to W. Gettysburg Ave 62 31 67 145 312 N. Polk Ave W. Gettysburg Ave to W. Ashlan Ave 58 17 36 78 167 N. Polk Ave W. Ashland Ave to W. Griffith Way 59 18 40 85 184 N. Polk Ave W. Griffith Way to W. Dakota Ave 61 26 55 119 257 N. Polk Ave W. Dakota Ave to W Shields Ave 58 17 36 78 168 N. Polk Ave W Shields Ave to W. Clinton Ave 57 14 30 65 141 West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 50 Table 13: Existing Exterior Noise Levels Along Roadways (dBA, CNEL)

Roadway

Segment Limits
Distances to Contour:
@100 ft 70 65 60 55
N. Cornelia Ave N. Parkway Drive to W. Gettysburg Ave 60 22 48 104 223 N. Cornelia Ave W. Gettysburg to W. Ashlan Ave 60 22 48 104 223 N. Cornelia Ave W. Ashland Ave to W. Bellaire Way 62 27 59 128 275 N. Cornelia Ave W. Bellaire Way to W. Dakota Ave 62 27 59 128 275 N. Cornelia Ave W. Dakota Ave to W Shields Ave 58 15 33 70 152 N. Cornelia Ave W Shields Ave to W. Clinton Ave 60 22 47 102 220 N. Blythe Ave W. Ashlan Ave to W. Dakota Ave 60 21 45 96 207 N. Blythe Ave W. Dakota Ave to W Shields Ave 57 13 29 62 133 N. Blythe Ave W Shields Ave to W. Clinton Ave 57 14 29 63 136 N Brawley Ave N. Parkway Drive to W. Dakota Ave 58 17 36 77 165 N Brawley Ave W. Dakota Ave to W. Dayton Ave 58 16 35 75 161 N Brawley Ave W. Dayton Ave to W. Cortland Ave 61 24 52 111 240 N Brawley Ave W. Cortland Ave to W. Shields Ave 58 16 35 75 161 N Brawley Ave W Shields Ave to W. Clinton Ave 58 16 33 72 155 N. Valentine Ave N. Parkway Drive to W Shields Ave 54 9 19 41 89 N. Valentine Ave W Shields Ave to W. Clinton Ave 53 8 17 36 77 N. Marks Ave W Princeton Ave to W. Clinton Ave 59 20 44 95 205 Notes:

1. Exterior noise levels calculated at 5-feet above ground.

2. Noise levels calculated from centerline of subject roadway.

3. Refer to Appendix C for projected noise level calculations.

4. The projected noise levels at 100 ft are theoretical and do not take into consideration the effect of topography, noise barriers, structures or other factors which will reduce the actual noise level in the outdoor living areas. These factors can reduce the actual noise levels by 5-10 dBA from what is shown in the table. Therefore, the levels that are shown are for comparative purposes only to show the difference in projected noise levels without and with the project.

Table 14: Existing Plus Project Plus Cumulative Exterior Noise Levels Along Roadways (dBA , CNEL)

Roadway Segment Limits
Distance to Noise Contour:
@
100ft 70 65 60 55
State Route 99 W. Herndon Ave to W. Shaw Ave 82.6 695 1,497 3,225 6,948 State Route 99 W. Shaw Ave to W. Ashlan Ave 82.4 672 1,447 3,118 6,718 State Route 99 W. Ashlan Ave to W. Dakota Ave 83.8 826 1,780 3,834 8,261 State Route 99 W. Dakota Ave to W. Shields Ave 83.7 821 1,768 3,810 8,208 State Route 99 W. Shields Ave to W. Clinton Ave 83.8 837 1,802 3,883 8,365 W. Herndon Ave N. Garfield Ave to N. Parkway Drive No Data No Data No Data No Data No Data West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 51 Table 14: Existing Plus Project Plus Cumulative Exterior Noise Levels Along Roadways (dBA , CNEL)

Roadway Segment Limits
Distance to Noise Contour:
@
100ft 70 65 60 55
W. Bullard Ave N Garfield Ave to N. Grantland Ave 58.3 17 36 77 167 W. Bullard Ave N. Grantland Ave to N. Bryan Ave 60.0 21 46 99 214 W. Bullard Ave N. Bryan Ave to SR-99 22.7 0 0 0 0
W. Barstow Ave N Garfield to N. Grantland Ave 53.8 8 18 39 84 W. Barstow Ave N. Grantland Ave to N. Bryan Ave 61.8 28 61 132 283 W. Barstow Ave N. Bryan Ave to N. Contessa Ave No Data No Data No Data No Data No Data W. Barstow Ave N. Contessa Ave to N. Island Waterpark
Drive No Data No Data No Data No Data No Data
W. Shaw Ave N Garfield Ave to N. Grantland Ave 63.7 38 82 178 383 W. Shaw Ave N. Grantland Ave to N. Bryan Ave 68.3 77 165 356 766 W. Shaw Ave N. Bryan Ave to 1,300 ft east of N. Hayes
Ave 68.1 75 161 347 748
W. Shaw Ave 1,300 ft east of N. Hayes Ave to N. Polk
Ave 71.0 117 253 544 1,173
W. Shaw Ave N. Polk Ave to State Route 99 73.3 165 355 765 1,648 W. Gettysburg Ave 1,300 ft west of N. Bryan Ave to Bryan Ave 58.5 17 37 79 171
W. Gettysburg Ave N. Bryan Ave to N. Hayes Ave 60.5 23 50 108 233 W. Gettysburg Ave N. Hayes Ave to N. Polk Ave 62.8 33 71 154 332 W. Gettysburg Ave N. Polk Ave to N. Barcus 62.3 31 66 143 308 W. Ashlan Ave N. Garfield to N. Grantland 64.3 41 89 192 414 W. Ashlan Ave N. Grantland Ave to N. Bryan Ave 70.4 106 228 492 1,060 W. Ashlan Ave N. Bryan Ave to N. Hayes Ave 67.5 69 148 319 687 W. Ashlan Ave N. Hayes Ave to N. Polk Ave 68.0 73 157 339 731 W. Ashlan Ave N. Polk Ave to N. Cornelia Ave 67.8 72 154 333 717 W. Ashlan Ave N. Cornelia Ave to N. Blythe Ave 69.2 88 190 409 882 W. Ashlan Ave N. Blythe Ave to State Route 99 69.7 96 207 445 960 W. Dakota Ave N. Hayes Ave to N. Barcus Ave 62.2 30 65 139 300 W. Dakota Ave N. Barcus Ave to N. Polk Ave 64.7 45 96 207 446 W. Dakota Ave N. Polk Ave to N. Cornelia Ave 61.8 28 61 132 284 W. Dakota Ave N. Cornelia Ave to N. Blythe Ave 61.6 28 60 129 277 W. Dakota Ave N. Blythe Ave to N Brawley Ave 61.3 26 56 121 262 W. Dakota Ave N Brawley Ave to N. Parkway Drive 58.8 18 39 83 179 W. Shields Ave N. Garfield Ave to Grantland Ave No Data No Data No Data No Data No Data W. Shields Ave N. Grantland Ave to N. Bryan Ave 61.3 26 57 123 265 W. Shields Ave N. Bryan Ave to N. Hayes Ave 62.0 29 63 137 294 W. Shields Ave N. Hayes Ave to N. Polk Ave 61.0 25 54 116 251 W. Shields Ave N. Polk Ave to N. Dante Ave 66.0 54 116 250 539 West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 52 Table 14: Existing Plus Project Plus Cumulative Exterior Noise Levels Along Roadways (dBA , CNEL)

Roadway Segment Limits
Distance to Noise Contour:
@
100ft 70 65 60 55
W. Shields Ave N. Dante Ave to N. Cornelia Ave 66.0 54 116 250 539 W. Shields Ave N. Cornelia Ave to N. Blythe Ave 63.0 34 73 158 341 W. Shields Ave N. Blythe Ave to N. Brawley Ave 63.3 36 77 167 359 W. Shields Ave N Brawley Ave to N. Valentine Ave 63.0 34 74 160 344 W. Shields Ave N. Valentine Ave to N. Marks Ave 62.9 34 73 157 338 W. Clinton Ave N. Grantland Ave to N. Bryan Ave 55.4 11 23 49 106 W. Clinton Ave N. Bryan Ave to N. Hayes Ave 61.6 28 59 128 275 W. Clinton Ave N. Hayes Ave to N. Polk Ave 62.0 29 63 136 293 W. Clinton Ave N. Polk Ave to 1900 ft east of N. Polk Ave 62.9 34 73 156 337 W. Clinton Ave 1900 east of N. Polk Ave to N. Cornelia
Ave 66.9 63 135 291 626
W. Clinton Ave N. Cornelia Ave to N. Milburn Ave 68.9 84 182 392 844 W. Clinton Ave N. Milburn Ave to N. Blythe Ave 68.5 79 170 366 789 W. Clinton Ave N. Blythe Ave to N Sonora Ave 68.9 84 182 392 844 W. Clinton Ave N. Sonora Ave to N Brawley Ave 67.7 70 152 327 704 W. Clinton Ave N Brawley Ave to N. Knoll Ave 68.5 79 170 366 789 W. Clinton Ave N. Knoll Ave to 850 ft east of N. Knoll Ave 68.3 78 167 360 776 W. Clinton Ave 850 east of N. Knoll Ave to N. Valentine Ave 66.2 55 120 258 555
W. Clinton Ave N. Valentine Ave to N. Marks Ave 69.7 95 204 440 949 W. Clinton Ave N. Marks Ave to W. Vassar Ave 72.6 149 322 694 1,495 N Garfield Ave W. Herndon Ave to W. Bullard Ave 57.8 15 33 71 153 N Garfield Ave W. Bullard Ave to W. Barstow Ave 58.4 17 36 78 167 N Garfield Ave W. Barstow Ave to 1,000 ft south of W.

Barstow Ave 60.9 25 53 114 246
N Garfield Ave 1,000 ft south of W. Barstow Ave to W.

Shaw Ave 60.9 25 53 114 246
N Garfield Ave W. Shaw Ave to W. Gettysburg Ave 59.0 19 40 86 186 N Garfield Ave W. Gettysburg Ave to W. Ashlan Ave 58.8 18 39 83 179 N Garfield Ave W. Ashlan Ave to W. Dakota Ave 21.5 No Data No Data No Data No Data N Garfield Ave W. Dakota Ave to W. Shields Ave 58.5 17 37 79 170 N. Parkway Drive N Herndon Ave to W. Herndon Ave 57.7 15 33 70 151 N. Grantland Ave N. Parkway Drive to W. Bullard Ave No Data No Data No Data No Data No Data N. Grantland Ave W. Bullard Ave to W. Barstow Ave 64.4 43 92 198 426 N. Grantland Ave W. Barstow Ave to W. Shaw Ave 65.5 50 109 234 504 N. Grantland Ave W. Shaw Ave to W. Gettysburg Ave 68.0 74 159 343 738 N. Grantland Ave W. Gettysburg Ave to W. Ashlan Ave 71.1 119 257 553 1,191 N. Grantland Ave W. Ashlan Ave to W Dakota Ave No Data No Data No Data No Data No Data West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 53 Table 14: Existing Plus Project Plus Cumulative Exterior Noise Levels Along Roadways (dBA , CNEL)

Roadway Segment Limits
Distance to Noise Contour:
@
100ft 70 65 60 55
N. Grantland Ave W. Dakota Ave to W. Shields Ave 69.7 96 206 444 957 N. Grantland Ave W Shields Ave to W. Clinton Ave 67.7 71 152 328 706 N. Bryan Ave W. Shaw Ave to W. Santa Ana Ave 63.4 36 78 168 361 N. Bryan Ave W. Santa Ana Ave to W. Gettysburg Ave 63.4 36 78 168 361 N. Bryan Ave W. Gettysburg Ave to W. Ashlan Ave 65.3 48 104 225 484 N. Bryan Ave W. Ashlan Ave to W. Dakota Ave No Data No Data No Data No Data No Data N. Bryan Ave W. Dakota Ave to W Shields Ave 62.9 33 72 155 334 N. Bryan Ave W Shields Ave to W. Clinton Ave 61.4 27 58 124 268 N. Hayes Ave W. Shaw Ave to W. Santa Ana Ave 66.4 57 123 265 572 N. Hayes Ave W. Santa Ana Ave to W. Gettysburg Ave 66.2 56 121 261 562 N. Hayes Ave W. Gettysburg Ave to W. Swift Ave 66.8 61 132 284 613 N. Hayes Ave W. Swift Ave to W. Ashlan Ave 64.2 41 89 191 412 N. Hayes Ave W. Ashland Ave to W. Dakota Ave 64.9 45 98 211 454 N. Hayes Ave W. Dakota Ave to 1,300 ft South of W.

Dakota Ave 63.3 36 78 167 360
N. Hayes Ave 1,300 ft South of W. Dakota Ave to W
Shields Ave 65.9 54 115 249 535
N. Hayes Ave W Shields Ave to W. Clinton Ave 62.5 32 68 147 317 N. Polk Ave North of W. Shaw Ave 61.8 29 62 133 286
N. Polk Ave W. Shaw Ave to W. Acacia Ave 67.8 71 153 330 711 N. Polk Ave W. Acacia Ave to W. Gettysburg Ave 67.9 72 156 336 723 N. Polk Ave W. Gettysburg Ave to W. Ashlan Ave 66.5 58 126 271 583 N. Polk Ave W. Ashland Ave to W. Griffith Way 66.5 59 126 272 586 N. Polk Ave W. Griffith Way to W. Dakota Ave 68.7 82 176 380 819 N. Polk Ave W. Dakota Ave to W Shields Ave 65.3 48 104 224 482 N. Polk Ave W Shields Ave to W. Clinton Ave 64.9 46 98 212 457 N. Cornelia Ave N. Parkway Drive to W. Gettysburg Ave 62.3 31 66 143 307 N. Cornelia Ave W. Gettysburg to W. Ashlan Ave 66.1 55 119 256 551 N. Cornelia Ave W. Ashland Ave to W. Bellaire Way 64.6 44 94 203 438 N. Cornelia Ave W. Bellaire Way to W. Dakota Ave 64.6 44 94 203 438 N. Cornelia Ave W. Dakota Ave to W Shields Ave 62.6 32 69 149 321 N. Cornelia Ave W Shields Ave to W. Clinton Ave 64.4 43 92 198 426 N. Blythe Ave W. Ashlan Ave to W. Dakota Ave 63.8 39 84 180 389 N. Blythe Ave W. Dakota Ave to W Shields Ave 62.5 31 68 146 314 N. Blythe Ave W Shields Ave to W. Clinton Ave 62.2 30 65 139 300 N Brawley Ave N. Parkway Drive to W. Dakota Ave 63.3 36 77 166 357 N Brawley Ave W. Dakota Ave to W. Dayton Ave 62.2 30 65 141 303 West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 54 Table 14: Existing Plus Project Plus Cumulative Exterior Noise Levels Along Roadways (dBA , CNEL)

Roadway Segment Limits
Distance to Noise Contour:
@
100ft 70 65 60 55
N Brawley Ave W. Dayton Ave to W. Cortland Ave 64.7 45 97 209 451 N Brawley Ave W. Cortland Ave to W. Shields Ave 62.0 30 65 141 303 N Brawley Ave W Shields Ave to W. Clinton Ave 62.1 31 67 144 310 N. Valentine Ave N. Parkway Drive to W Shields Ave 60.7 25 54 117 251 N. Valentine Ave W Shields Ave to W. Clinton Ave 60.4 24 53 113 244 N. Marks Ave W Princeton Ave to W. Clinton Ave 61.5 29 63 135 292 Notes:

1. Exterior noise levels calculated at 5-feet above ground.

2. Noise levels calculated from centerline of subject roadway.

3. Refer to Appendix C for projected noise level calculations.

4. The projected noise levels at 100 ft are theoretical and do not take into consideration the effect of topography, noise barriers, structures or other factors which will reduce the actual noise level in the outdoor living areas. These factors can reduce the actual noise levels by 5-10 dBA from what is shown in the table. Therefore, the levels that are shown are for comparative purposes only to show the difference in projected noise levels without and with the project.

Table 15: Change in Noise Along Roadways Due to West Area Specific Plan (dBA, CNEL)

Roadway1 Segment
CNEL at 100 Feet dBA2
Existing
Without
Project
Existing
Plus
Project
Plus
Cumulative
Change
in Noise
Level
Exceeds
Compatibility
Criteria3
Potential
Significant
Impact4
State Route 99 W. Herndon Ave to W. Shaw Ave 82.6 82.6 0.0 Yes No State Route 99 W. Shaw Ave to W. Ashlan Ave 82.4 82.4 0.0 Yes No State Route 99 W. Ashlan Ave to W. Dakota Ave 83.8 83.8 0.0 Yes No State Route 99 W. Dakota Ave to W. Shields Ave 83.7 83.7 0.0 Yes No State Route 99 W. Shields Ave to W. Clinton Ave 81.8 83.8 2.0 Yes No W. Herndon Ave N. Garfield Ave to N. Parkway
Drive No Data No Data n/a n/a n/a
W. Bullard Ave N Garfield Ave to N. Grantland
Ave 47.9 58.3 10.5 No No
W. Bullard Ave N. Grantland Ave to N. Bryan
Ave 54.7 60.0 5.2 No No
W. Bullard Ave N. Bryan Ave to SR-99 No Data No Data n/a n/a n/a W. Barstow Ave N Garfield to N. Grantland Ave 53.5 53.8 0.4 No No W. Barstow Ave N. Grantland Ave to N. Bryan
Ave 49.1 61.8 12.7 No No
West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 55 Table 15: Change in Noise Along Roadways Due to West Area Specific Plan (dBA, CNEL)

Roadway1 Segment
CNEL at 100 Feet dBA2
Existing
Without
Project
Existing
Plus
Project
Plus
Cumulative
Change
in Noise
Level
Exceeds
Compatibility
Criteria3
Potential
Significant
Impact4
W. Barstow Ave N. Bryan Ave to N. Contessa Ave No Data No Data n/a n/a n/a W. Barstow Ave N. Contessa Ave to N. Island
Waterpark Drive No Data No Data n/a n/a n/a
W. Shaw Ave N Garfield Ave to N. Grantland
Ave 59.3 63.7 4.5 No No
W. Shaw Ave N. Grantland Ave to N. Bryan
Ave 60.0 68.3 8.3 Yes Yes
W. Shaw Ave N. Bryan Ave to 1,300 ft east of
N. Hayes Ave 60.6 68.1 7.5 Yes Yes
W. Shaw Ave 1,300 ft east of N. Hayes Ave to
N. Polk Ave 63.3 71.0 7.7 Yes Yes
W. Shaw Ave N. Polk Ave to State Route 99 66.4 73.3 6.9 Yes Yes W. Gettysburg
Ave
1,300 ft west of N. Bryan Ave to
Bryan Ave 50.9 58.5 7.6 No No
W. Gettysburg
Ave N. Bryan Ave to N. Hayes Ave 52.4 60.5 8.1 No No
W. Gettysburg
Ave N. Hayes Ave to N. Polk Ave 53.0 62.8 9.8 No No
W. Gettysburg
Ave N. Polk Ave to N. Barcus 53.6 62.3 8.8 No No
W. Ashlan Ave N. Garfield to N. Grantland No Data 64.3 n/a n/a n/a W. Ashlan Ave N. Grantland Ave to N. Bryan
Ave 58.7 70.4 11.7 Yes Yes
W. Ashlan Ave N. Bryan Ave to N. Hayes Ave 56.4 67.5 11.2 Yes Yes W. Ashlan Ave N. Hayes Ave to N. Polk Ave 54.6 68.0 13.4 Yes Yes W. Ashlan Ave N. Polk Ave to N. Cornelia Ave 59.6 67.8 8.2 Yes Yes W. Ashlan Ave N. Cornelia Ave to N. Blythe Ave 63.6 69.2 5.6 Yes Yes W. Ashlan Ave N. Blythe Ave to State Route 99 65.2 69.7 4.5 Yes No W. Dakota Ave N. Hayes Ave to N. Barcus Ave 53.0 62.2 9.2 No No W. Dakota Ave N. Barcus Ave to N. Polk Ave 55.6 64.7 9.2 No No W. Dakota Ave N. Polk Ave to N. Cornelia Ave 57.2 61.8 4.6 No No W. Dakota Ave N. Cornelia Ave to N. Blythe Ave 56.4 61.6 5.3 No No W. Dakota Ave N. Blythe Ave to N Brawley Ave 55.1 61.3 6.2 No No W. Dakota Ave N Brawley Ave to N. Parkway
Drive 53.9 58.8 4.9 No No
W. Shields Ave N. Garfield Ave to Grantland Ave 54.4 No Data n/a n/a n/a W. Shields Ave N. Grantland Ave to N. Bryan
Ave 54.5 61.3 6.9 No No
West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 56 Table 15: Change in Noise Along Roadways Due to West Area Specific Plan (dBA, CNEL)

Roadway1 Segment
CNEL at 100 Feet dBA2
Existing
Without
Project
Existing
Plus
Project
Plus
Cumulative
Change
in Noise
Level
Exceeds
Compatibility
Criteria3
Potential
Significant
Impact4
W. Shields Ave N. Bryan Ave to N. Hayes Ave 55.6 62.0 6.4 No No W. Shields Ave N. Hayes Ave to N. Polk Ave 55.2 61.0 5.8 No No W. Shields Ave N. Polk Ave to N. Dante Ave 58.4 66.0 7.6 Yes Yes W. Shields Ave N. Dante Ave to N. Cornelia Ave 58.4 66.0 7.6 Yes Yes W. Shields Ave N. Cornelia Ave to N. Blythe Ave 56.7 63.0 6.3 No No W. Shields Ave N. Blythe Ave to N. Brawley Ave 56.5 63.3 6.8 No No W. Shields Ave N Brawley Ave to N. Valentine
Ave 57.7 63.0 5.3 No No
W. Shields Ave N. Valentine Ave to N. Marks
Ave 58.5 62.9 4.5 No No
W. Clinton Ave N. Grantland Ave to N. Bryan
Ave 47.5 55.4 7.9 No No
W. Clinton Ave N. Bryan Ave to N. Hayes Ave 49.9 61.6 11.7 No No W. Clinton Ave N. Hayes Ave to N. Polk Ave 51.7 62.0 10.3 No No W. Clinton Ave N. Polk Ave to 1900 ft east of N.

Polk Ave 51.7 62.9 11.2 No No
W. Clinton Ave 1900 east of N. Polk Ave to N.

Cornelia Ave 59.0 66.9 8.0 Yes Yes
W. Clinton Ave N. Cornelia Ave to N. Milburn
Ave 63.0 68.9 5.9 Yes Yes
W. Clinton Ave N. Milburn Ave to N. Blythe Ave 61.8 68.5 6.6 Yes Yes W. Clinton Ave N. Blythe Ave to N Sonora Ave 64.6 68.9 4.2 Yes No W. Clinton Ave N. Sonora Ave to N Brawley Ave 63.5 67.7 4.2 Yes No W. Clinton Ave N Brawley Ave to N. Knoll Ave 63.7 68.5 4.7 Yes No W. Clinton Ave N. Knoll Ave to 850 ft east of N.

Knoll Ave 63.6 68.3 4.7 Yes No
W. Clinton Ave 850 east of N. Knoll Ave to N.

Valentine Ave 61.4 66.2 4.7 Yes No
W. Clinton Ave N. Valentine Ave to N. Marks
Ave 64.2 69.7 5.5 Yes Yes
W. Clinton Ave N. Marks Ave to W. Vassar Ave 68.0 72.6 4.6 Yes No N Garfield Ave W. Herndon Ave to W. Bullard
Ave No Data 57.8 n/a n/a n/a
N Garfield Ave W. Bullard Ave to W. Barstow
Ave No Data 58.4 n/a n/a n/a
N Garfield Ave W. Barstow Ave to 1,000 ft
south of W. Barstow Ave No Data 60.9 n/a n/a n/a
West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 57 Table 15: Change in Noise Along Roadways Due to West Area Specific Plan (dBA, CNEL)

Roadway1 Segment
CNEL at 100 Feet dBA2
Existing
Without
Project
Existing
Plus
Project
Plus
Cumulative
Change
in Noise
Level
Exceeds
Compatibility
Criteria3
Potential
Significant
Impact4
N Garfield Ave 1,000 ft south of W. Barstow
Ave to W. Shaw Ave No Data 60.9 n/a n/a n/a
N Garfield Ave W. Shaw Ave to W. Gettysburg
Ave No Data 59.0 n/a n/a n/a
N Garfield Ave W. Gettysburg to W. Ashlan Ave No Data 58.8 n/a n/a n/a N Garfield Ave W. Ashlan Ave to W. Dakota Ave No Data 21.5 n/a n/a n/a N Garfield Ave W. Dakota Ave to W. Shields Ave No Data 58.5 n/a n/a n/a N. Parkway Drive N Herndon Ave to W. Herndon
Ave No Data 57.7 n/a n/a n/a
N. Grantland
Ave
N. Parkway Drive to W. Bullard
Ave No Data No Data n/a n/a n/a
N. Grantland
Ave
W. Bullard Ave to W. Barstow
Ave 62.5 64.4 2.0 Yes No
N. Grantland
Ave W. Barstow Ave to W. Shaw Ave 61.9 65.5 3.6 Yes No
N. Grantland
Ave
W. Shaw Ave to W. Gettysburg
Ave 57.4 68.0 10.6 Yes Yes
N. Grantland
Ave
W. Gettysburg Ave to W. Ashlan
Ave 59.7 71.1 11.5 Yes Yes
N. Grantland
Ave W. Ashlan Ave to W Dakota Ave 58.5 No Data n/a n/a n/a N. Grantland
Ave W. Dakota Ave to W. Shields Ave No Data 69.7 n/a n/a n/a N. Grantland
Ave W Shields Ave to W. Clinton Ave 57.3 67.7 10.5 Yes Yes N. Bryan Ave W. Shaw Ave to W. Santa Ana
Ave 53.9 63.4 9.5 No No
N. Bryan Ave W. Santa Ana Ave to W.

Gettysburg Ave 53.9 63.4 9.5 No No
N. Bryan Ave W. Gettysburg Ave to W. Ashlan
Ave 57.6 65.3 7.7 Yes Yes
N. Bryan Ave W. Ashlan Ave to W. Dakota Ave 55.1 No Data n/a n/a n/a N. Bryan Ave W. Dakota Ave to W Shields Ave 52.5 62.9 10.3 No No N. Bryan Ave W Shields Ave to W. Clinton Ave 48.2 61.4 13.2 No No N. Hayes Ave W. Shaw Ave to W. Santa Ana
Ave 57.1 66.4 9.3 Yes Yes
N. Hayes Ave W. Santa Ana Ave to W.

Gettysburg Ave 57.0 66.2 9.3 Yes Yes
N. Hayes Ave W. Gettysburg Ave to W. Swift
Ave 55.0 66.8 11.8 Yes Yes
West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 58 Table 15: Change in Noise Along Roadways Due to West Area Specific Plan (dBA, CNEL)

Roadway1 Segment
CNEL at 100 Feet dBA2
Existing
Without
Project
Existing
Plus
Project
Plus
Cumulative
Change
in Noise
Level
Exceeds
Compatibility
Criteria3
Potential
Significant
Impact4
N. Hayes Ave W. Swift Ave to W. Ashlan Ave 52.4 64.2 11.8 Yes No N. Hayes Ave W. Ashland Ave to W. Dakota
Ave 53.9 64.9 11.0 Yes No
N. Hayes Ave W. Dakota Ave to 1,300 ft South
of W. Dakota Ave 53.4 63.3 9.9 Yes No
N. Hayes Ave 1,300 ft South of W. Dakota Ave
to W Shields Ave 56.0 65.9 9.9 Yes Yes
N. Hayes Ave W Shields Ave to W. Clinton Ave 52.3 62.5 10.3 Yes No N. Polk Ave North of W. Shaw Ave 60.1 61.8 1.7 Yes No
N. Polk Ave W. Shaw Ave to W. Acacia Ave 62.3 67.8 5.5 Yes Yes N. Polk Ave W. Acacia Ave to W. Gettysburg
Ave 62.4 67.9 5.5 Yes Yes
N. Polk Ave W. Gettysburg Ave to W. Ashlan
Ave 58.3 66.5 8.1 Yes Yes
N. Polk Ave W. Ashland Ave to W. Griffith
Way 59.0 66.5 7.5 Yes Yes
N. Polk Ave W. Griffith Way to W. Dakota
Ave 61.1 68.7 7.5 Yes Yes
N. Polk Ave W. Dakota Ave to W Shields Ave 58.4 65.3 6.9 Yes Yes N. Polk Ave W Shields Ave to W. Clinton Ave 57.2 64.9 7.7 No No N. Cornelia Ave N. Parkway Drive to W.

Gettysburg Ave 60.2 62.3 2.1 No No
N. Cornelia Ave W. Gettysburg to W. Ashlan Ave 60.2 66.1 5.9 Yes Yes N. Cornelia Ave W. Ashland Ave to W. Bellaire
Way 61.6 64.6 3.0 No No
N. Cornelia Ave W. Bellaire Way to W. Dakota
Ave 61.6 64.6 3.0 No No
N. Cornelia Ave W. Dakota Ave to W Shields Ave 57.7 62.6 4.9 No No N. Cornelia Ave W Shields Ave to W. Clinton Ave 60.1 64.4 4.3 No No N. Blythe Ave W. Ashlan Ave to W. Dakota Ave 59.7 63.8 4.1 No No N. Blythe Ave W. Dakota Ave to W Shields Ave 56.8 62.5 5.6 No No N. Blythe Ave W Shields Ave to W. Clinton Ave 57.0 62.2 5.2 No No N Brawley Ave N. Parkway Drive to W. Dakota
Ave 58.3 63.3 5.0 No No
N Brawley Ave W. Dakota Ave to W. Dayton
Ave 58.0 62.2 4.1 No No
N Brawley Ave W. Dayton Ave to W. Cortland
Ave 60.6 64.7 4.1 No No
West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 59 Table 15: Change in Noise Along Roadways Due to West Area Specific Plan (dBA, CNEL)

Roadway1 Segment
CNEL at 100 Feet dBA2
Existing
Without
Project
Existing
Plus
Project
Plus
Cumulative
Change
in Noise
Level
Exceeds
Compatibility
Criteria3
Potential
Significant
Impact4
N Brawley Ave W. Cortland Ave to W. Shields
Ave 57.9 62.0 4.1 No No
N Brawley Ave W Shields Ave to W. Clinton Ave 57.6 62.1 4.5 No No N. Valentine Ave N. Parkway Drive to W Shields
Ave 53.9 60.7 6.8 No No
N. Valentine Ave W Shields Ave to W. Clinton Ave 52.9 60.4 7.5 No No N. Marks Ave W Princeton Ave to W. Clinton
Ave 59.2 61.5 2.3 No No
Notes:
1 Exterior noise levels calculated at 5 feet above ground level. 2 Noise levels calculated from centerline of subject roadway. 3 See Table 6.
4 Significant if results in a 3 dB increase in ambient noise levels and exceeds standard in Table 6 (65 CNEL).

As shown in Table 15 existing plus project plus cumulative traffic conditions will result in significant increases in ambient noise levels along the following road segments. This impact is significant and mitigation is required.
• Traffic noise levels along W. Shaw Avenue are expected to range between 68.1 and 73.3 dBA CNEL at a distance of 100 feet from the centerline of the road, resulting in increases ranging between 6.9 and 8.3 dBA CNEL.
• Traffic noise levels along W. Ashlan Avenue between N. Grantland Avenue and N. Blythe Avenue are expected to range between 67.5 and 70.4 dBA CNEL at a distance of 100 feet from the centerline of the road, resulting in increases ranging between 5.6 and 13.4 dBA CNEL. • Traffic noise levels along W. Shields Avenue between N. Polk Avenue and N. Cornelia Avenue are expected to reach up to 66 dBA CNEL at a distance of 100 feet from the centerline of the road, resulting in an increase in ambient noise level of 7.6 dBA CNEL. • Traffic noise levels along W. Clinton Avenue between N. Polk Avenue and N. Blythe Avenue and between N. Valentine Avenue and N. Marks Avenue are expected to range between 66.9 and

69.7 dBA CNEL at a distance of 100 feet from the centerline of the road, resulting in an increases in ambient noise levels ranging between 5.5 and 8.0 dBA CNEL.

West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 60 • Traffic noise levels along N. Grantland Avenue between W. Gettysburg Avenue and W. Dakota Avenue and between W. Shields Avenue and W. Clinton Avenue are expected to range between

67.7 and 71.0 dBA CNEL at a distance of 100 feet from the centerline of the road, resulting in an increases in ambient noise levels between 10.5 and 11.5 dBA CNEL. • Traffic noise levels along N. Bryan Avenue between W. Gettysburg Avenue and W. Ashlan Avenue are expected to reach up to 65.3 dBA CNEL, resulting in an increase of 7.7 dBA CNEL in ambient noise levels.
• Traffic noise levels along N. Hayes Avenue between W. Shaw Avenue and W. Swift Avenue and between W. Dakota Avenue and W. Shields Avenue are expected to range between 65.9 and

66.8 dBA CNEL at a distance of 100 feet from the centerline of the road, resulting in an increases in ambient noise levels ranging between 9.3 and 11.8 dBA CNEL. • Traffic noise levels along N. Polk Avenue between W. Shaw Avenue and W. Shields Avenue are expected to range between 65.3 and 68.7 dBA CNEL at a distance of 100 feet from the centerline of the road, resulting in an increases in ambient noise levels between 5.5 and 8.1 dBA CNEL.
• Traffic noise levels along N. Cornelia Avenue between W. Gettysburg Avenue and W. Ashlan Avenue are expected to reach up to 66.1 dBA CNEL, resulting in an increase of 5.9 dBA CNEL in ambient noise levels.

Mitigation Measures for Traffic Noise Impacts- Exterior Environment The following mitigation measures should be implemented to minimize the impact associated with a substantial increase in ambient noise levels and to ensure compliance with the standards presented in Table 6.

1. Implement performance standards for noise reduction for new residential and noise sensitive uses exposed to exterior community noise levels from transportation sources above 65 dB Ldn or CNEL, as shown on Exhibit G: Existing Plus Project Plus Cumulative Noise Contours, or as identified by a project-specific acoustical analysis based on the target acceptable noise levels set in Table 6 in this report. If future exterior noise levels are expected to exceed the applicable standards presented in Table 6, the mitigation measure presented below shall be implemented, as applicable. A qualified Acoustical Consultant shall provide information demonstrating that site specific mitigation will be effective at reaching the applicable noise standard. • Install noise walls, berms and/or a combination of a landscaped berm with wall, and reduced barrier height in combination with increased distance or elevation differences between noise source and noise receptor. The City of Fresno has established a maximum allowable height of 15 feet.

West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 61 Establishing distance between a noise source and a receiver is an effective way to reduce noise levels at the receiver. Traffic noise is not a single, stationary point source but a line source.

Therefore a drop-off rate of 3 dB occurs with every doubling of distance from the receiver. The movement of a vehicle makes the noise source of the sound appear to be emanate from a line rather than from a point when viewed over a time interval.

As shown below, when a noise barrier is inserted between a noise source and receiver, the direct noise path along the line of sight between the two is interrupted. Some of the acoustical energy will be transmitted through the barrier material and continue to the source, although at a reduced level. The amount of this reduction depends on the material’s mass and rigidity, and is called the transmission loss (TL), which is expressed in decibels. To be effective, noise barriers need to be solid, without holes and cracks. Concrete walls and earthen berms tend to provide the most noise attenuation, but other materials can be used. The exact amount of reduction provided by a barrier will range depending on the material, location and height of the barrier but barriers can be used to mitigate significant noise impacts to sensitive receptors in outdoor activity areas.

Source: Caltrans 2013a

7.1.3 Rail Noise
Noise associated with the existing Union Pacific Railroad (UPRR) line is expected to remain the same or end altogether. The California High-Speed Train Project (CAHST), which is currently under construction east of State Route 99 will introduce more noise into the eastern portion of the Plan Area. According to the Noise and Vibration Technical Report prepared for the Merced to Fresno Section of the High Speed Train (CAHST, FRA 2012), trains in the Fresno area are expected to result in noise levels between 65 to 76 dB Ldn at nearby receptors. All of the receptors to be moderately or severely impacted by the HST are located outside of the Plan Area to the east. HST noise is not expected to result in significant noise impacts within the Plan Area.

7.1.4 Airport/Aircraft Noise
Noise Contours associated with airports in the vicinity of the Plan Area are not expected to encroach into the Plan Area. The Plan Area will however, continue to be affected by fly-over noise associated with the West Area Specific Plan
Noise Impact Study
City of Fresno, CA Future Noise Environment Impacts and Mitigation 62 Fresno Yosemite International airport, the Fresno‐Chandler Downtown airport, and the Sierra Sky Park Airport. Airport and aircraft noise is not expected to result in significant impacts in the Plan Area.

7.1.5 Agricultural Noise
Development of the Specific Plan Area may result in the exposure of sensitive receptors to agricultural noise. Crop cultivation however, is specifically exempt from compliance with the noise regulations presented in Section 15-2506 of the City of Fresno Municipal Code.

7.2 Future Interior Noise
Interior noise levels at future land uses exposed to exterior noise levels exceeding 65 dBA CNEL may exceed the City’s standards presented in Table 6 without mitigation.

Based on the data provided in the Environmental Protection Agency’s (EPA) Protective Noise Levels (EPA 550/9-79-100, Nov 1979), standard homes in Southern California provide at least 12 dBA of noise exterior to interior noise attenuation with windows open and 20 dBA with windows closed. Therefore, residences would need to be exposed to exterior noise levels exceeding 65 dBA CNEL (45 dBA + 20 dBA = 65 dBA) to potentially exceed the interior noise standard of 45 dBA CNEL with windows closed. A windows closed condition is defined as: the interior noise level with the windows closed. Upgrades are required for residential structures that would experience interior noise levels exceeding the 45 dBA CNEL noise standard when windows are closed (e.g. higher grade of insulation in outdoor walls, and/or doublepaned windows and air condition units).

Mitigation Measures for Traffic Noise Impacts – Interior Noise Environment

1. Prior to approval, site-specific noise analyses projects are required to fine-tune and finalize noise reduction features. The site-specific noise analyses must demonstrate the interior noise level will not exceed the City’s 45 dBA CNEL noise limit.

A qualified Acoustical Consultant shall provide information demonstrating that site specific mitigation will be effective at reaching the applicable noise standard.  Install noise walls, berms and/or a combination of a landscaped berm with wall, and reduced barrier height in combination with increased distance or elevation differences between noise source and noise receptor. The City of Fresno has established a maximum allowable height of 15 feet.
• Utilize façades with substantial weight and insulation. • stall sound-rated windows for primary sleeping and activity areas. • Install sound-rated doors for all exterior entries at primary sleeping and activity areas. • Install acoustic baffling of vents for chimneys, attic and gable ends. • Install mechanical ventilation systems that provide fresh air under closed window conditions.

The aforementioned measures are not exhaustive and alternative designs may be approved by the City, provided that a qualified Acoustical Consultant submits information demonstrating that the alternative design(s) will achieve and maintain the specific targets for outdoor activity areas and interior spaces.

West Area Specific Plan
Noise Impact Study
City of Fresno, CA Construction Noise Impact
63 8.0 Construction Noise Impact
The degree of construction noise may vary for different areas of the project site and also vary depending on the construction activities. Noise levels associated with the construction will vary with the different phases of construction.

8.1 Construction Noise
The Environmental Protection Agency (EPA) has compiled data regarding the noise generated characteristics of typical construction activities. The data is presented in Table 16. These noise levels would diminish rapidly with distance from the construction site at a rate of 6 dBA per doubling of distance. For example, a noise level of 86 dBA measured 50 feet from the noise source would reduce to 80 dBA at 100 feet. At 200 feet from the noise source the noise level would reduce to 74 dBA. At 400 feet the noise source would reduce by another 6 dBA to 68 dBA. Contractors are required to comply with the City of Fresno’s Noise Ordinance during construction described in Section 10-109.

Table 16: Typical Construction Noise Levels

Equipment Powered by Internal Combustion Engines
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
Type Noise Levels (dBA) at 50 Feet
Saws 71 - 82
Vibrators 68 - 82
Notes:

Source: Reference Noise Levels from the Environmental Protection Agency (EPA)

West Area Specific Plan
Noise Impact Study
City of Fresno, CA Construction Noise Impact
64 8.1.1 Construction Traffic
The proposed project would result in short-term noise impacts associated with construction activities.

Two types of short-term noise impacts could occur during construction of the proposed project. First, construction crew commute and the transport of construction equipment and materials to the site for the proposed project would incrementally increase noise levels on access roads leading to the site. Truck traffic associated with project construction should be limited to within the permitted construction hours, as listed in the City’s Municipal Code. Although there would be a relatively high single-event noise exposure potential at a maximum of 87 dBA Lmax at 50 ft from passing trucks, causing possible shortterm intermittent annoyances, the effect on ambient noise levels would be less than 1 dBA when averaged over one hour or 24 hours. In other words, the changes in noise levels over 1 hour or 24 hours attributable to passing trucks would not be perceptible to the normal human ear. Therefore, short-term construction-related impacts associated with worker commute and equipment transport on local streets leading to the project site would result in a less than significant impact on noise-sensitive receptors along the access routes.

8.1.2 Construction Activities
The site preparation phase, which includes grading and paving, tends to generate the highest noise levels, since the noisiest construction equipment is earthmoving equipment. Earthmoving equipment includes excavating machinery such as backhoes, bulldozers, and front loaders. Earthmoving and compacting equipment includes compactors, scrapers, and graders. Typical operating cycles for these types of construction equipment may involve 1 or 2 minutes of full power operation followed by 3 or 4 minutes at lower power settings. Construction of the proposed project is expected to require the use of scrapers, bulldozers, motor grader, and water and pickup trucks. Noise associated with the use of construction equipment is estimated to reach between 79 and 89 dBA Lmax at a distance of 50 ft from the active construction area for the grading phase. The maximum noise level generated by each scraper is assumed to be approximately 87 dBA Lmax at 50 ft from the scraper in operation. Each bulldozer would also generate approximately 85 dBA Lmax at 50 ft. The maximum noise level generated by the sound sources with equal strength increases the noise level by 3 dBA. The worst-case combined noise level during this phase of construction would be 91 dBA Lmax at a distance of 50 ft from an active construction area. Noise reduction potential will be project and site specific. Section 8.3 outlines measures would reduce noise impacts during the project construction.

Typical operating cycles for these types of construction equipment may involve one or two minutes of full power operation followed by three to four minutes at lower power settings. Noise levels will be loudest during grading phase. A likely worst-case construction noise scenario during grading assumes the use of a grader, a dozer, and two (2) excavators, two (2) backhoes and a scrapper operating at 50 feet from the nearest sensitive receptor.

Assuming a usage factor of 40 percent for each piece of equipment, unmitigated noise levels at 50 feet have the potential to reach 90 dBA Leq and 92 dBA Lmax at the nearest sensitive receptors during grading.

Noise levels for the other construction phases would be lower and range between 85 to 90 dBA.

West Area Specific Plan
Noise Impact Study
City of Fresno, CA Construction Noise Impact
65 Measures to minimize construction noise impacts associated with Plan Area development are listed below.

1. Construction must follow the City’s Municipal Noise Code Section 10-109 which exempts construction, repair or remodeling work accomplished pursuant to a building, electrical, plumbing, mechanical, or other construction permit issued by the city or other governmental agency, or to site preparation and grading, provided such work takes place between the hours of 7:00 a.m. and 10:00 p.m. on any day except Sunday.

2. Truck traffic associated with project construction should be limited to within the permitted construction hours, as listed in the City’s Municipal Code above.

3. Stationary construction noise sources such as generators or pumps should be located at least 300 feet from sensitive land uses, as feasible.

4. Construction staging areas should be located as far from noise sensitive land uses as feasible.

5. During construction, the contractor shall ensure all construction equipment is equipped with appropriate noise attenuating devices. The use of manufacturer certified mufflers would generally reduce the construction equipment noise by 8 to 10 dBA.

6. Idling equipment shall be turned off when not in use.

7. Equipment shall be maintained so that vehicles and their loads are secured from rattling and banging.

8.2 Construction Vibration
The effects of vibration on structures have been the subject of extensive research. The Federal Transit Administration has compiled data regarding the vibration levels for various construction equipment and activities and is detailed in Table 17. The Transportation and Construction Induced Vibration Guidance Manual for the California Department of Transportation has various recommended vibration thresholds for various types of projects and land uses. According to the Konan Vibration Criteria for Historic and Sensitive Buildings the criteria for transient vibration sources should not exceed 0.3 peak particle velocity (PPV) (Section 6 – Structures, Table 11). 0.035 inches per second is barely perceptive. Construction activities can produce vibration that may be felt by adjacent land uses. Construction of the proposed project is unlikely to require the use of equipment such as pile drivers, which are known to generate substantial construction vibration levels. The primary source vibration during construction will likely be from a bull dozer. A large bull dozer has a vibration impact of 0.089 inches per second PPV at 25 feet.

The use of vibratory equipment should be evaluated on a project by project basis. As shown in Table 5, a peak particle velocity (PPV) of 0.20 is the threshold at which there is a risk to “architectural” damage to normal dwellings. It is also the level at which ground-borne vibration are annoying to people in buildings. Impacts would be significant if construction activities result in ground-borne vibration of 0.20 or higher at a sensitive receptors. Mitigation measures to reduce construction related ground-borne vibration are presented below.

West Area Specific Plan
Noise Impact Study
City of Fresno, CA Construction Noise Impact
66 Table 17: Vibration Source Levels for Construction Equipment

Equipment
Peak Particle Velocity Approximate Vibration Level
(inches/second) at 25 feet LV (VdB) at 25 feet
Pile driver (impact)

1.518 (upper range) 112

0.644 (typical) 104
Pile driver (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 0.21 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
Source: Transit Noise and Vibration Impact Assessment, Federal Transit Administration, May 2006.

Measures to Reduce Impacts Related to Construction Generated Ground-borne Vibration

1. If it is necessary to operate highly vibratory equipment in the Plan Area an additional analysis shall be conducted by a noise and vibration specialist prior to project approval, in order to evaluate potential ground-borne vibration impacts to existing structures and sensitive receptors; and to recommend additional mitigation measures as necessary.

West Area Specific Plan
Noise Impact Study
City of Fresno, CA References
67 9.0 References
California, State of, Building Standards Commission
2019 California Uniform Building Code (UBC), Title 24.

California Department of Transportation (Caltrans)
1995 California Vehicle Noise Reference Energy Mean Emission Levels (Calveno REMELS) in STAMINA

2.0. Technical Advisory, Noise TAN 95-03.
2002 California Airport Land Use Planning Handbook.
2013a Technical Noise Supplement to the Traffic Noise Analysis Protocol. 2013b Transportation and Construction Vibration Guidance Manual. September. 2018 Caltrans Traffic Counts https://dot.ca.gov/programs/traffic-operations/census California High Speed Train Project
2010 High Speed Train Sound Fact Sheet
Environmental Protection Agency (EPA)
1974 Information on Levels of Environmental Noise Requisite to Protect Public Health and Welfare with an Adequate Margin of Safety. Prepared by the EPA, Office of Noise Abatement and Control.

Federal Transit Administration
2006 Transit Noise and Vibration Impact Assessment. Typical Construction Equipment Vibration Emissions. FTAVA-90-1003-06.

Federal Railroad Administration
2006 Create Rail Noise Model
2012 Noise and Vibration Technical Report prepared for the Merced to Fresno Section of the High Speed Train
2020 https://safetydata.fra.dot.gov/OfficeofSafety/PublicSite/Crossing/Crossing.aspx Office of Planning and Research, State of California
2017 Office of Planning and Research, General Plan Guidelines.

Fresno, City of
2014 City of Fresno General Plan Noise Element.
2017 City of Fresno Code of Ordinance

Appendix A:

SoundPLAN Data
Fresno West EIR
Emission calculation road - Situatiion 1: Outdoor SP
16 Road Section name KM
km
ADT
Veh/24h
Gradient
%
W. Gettysburg Ave - West
of N. Bryan Ave 0.000 1200 0.0
SR99 - W. Shields Avenue
to W. Clinton A 0.000 107000 0.0
SR99 - W. Dakota Avenue
to W. Sheilds Av 0.000 104000 0.0
SR99 - W. Shields Avenue
to W. Clinton A 0.000 107000 0.0
SR99 - W. Ashlan Avenue
to W. Dakota Ave 0.000 105000 0.0
SR99 - W. Ashlan Avenue
to W. Dakota Ave 0.000 105000 0.0
SR99 - W. Shaw Avenue
to W. Ashlan Avenu 0.000 77000 0.0
SR99 - W. Shaw Avenue
to W. Ashlan Avenu 0.000 77000 0.0
SR99 - W. Shaw Avenue
to W. Ashlan Avenu 0.000 77000 0.0
W. Dakota Ave - N
Brawley Avenue to N. P 0.000 2400 0.0
W. Dakota Ave - N
Brawley Avenue to N. P 0.000 2400 0.0
W. Dakota Ave - N
Brawley Avenue to N. P 0.004 2400 0.0
W. Dakota Ave - N
Brawley Avenue to N. P 0.000 2400 0.0
W. Dakota Ave - N
Brawley Avenue to N. P 0.000 2400 0.0
SR99 - W. Herndon
Avenue to W. Shaw Aven 0.000 81000 0.0
SR99 - W. Ashlan Avenue
to W. Dakota Ave 0.000 105000 0.0

0.000 3050 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 1 Fresno West EIR
Emission calculation road - Situatiion 1: Outdoor SP
16 Road Section name KM
km
ADT
Veh/24h
Gradient
%
W. Shaw Ave - N. Bryan
Ave to N. Hayes A 0.000 8250 0.0
W. Shaw Ave - N. Hayes
Ave to N. Polk Av 0.000 9200 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro 0.000 18200 0.0
W. Shaw Ave - N.

Grantland Ave to N. 0.000 7100 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha 0.000 3100 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po 0.000 2050 0.0
W. Ashlan - N. Polk Ave to
N. Cornelia 0.000 6500 0.0
W. Ashlan Ave - N.

Cornelia Ave to N. Bl 0.000 16350 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N 0.000 1700 0.0
W. Gettysburg Ave - N.

Hayes Ave to N Po 0.000 1950 0.0
W. Gettysburg Ave - N.

Polk Ave to N. Ba 0.000 1200 0.0
W. Ashlan Ave - N.

Grantland Ave to N Br 0.000 3200 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 0.000 23600 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po 0.000 1950 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor 0.000 5100 0.0
W. Dakota Ave - N.

Cornelia Avenue to N. 0.000 4250 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 2 Fresno West EIR
Emission calculation road - Situatiion 1: Outdoor SP
16 Road Section name KM
km
ADT
Veh/24h
Gradient
%
W. Dakota Ave - N. Blythe
Avenue to N Br 0.000 3150 0.0
W. Dakota Ave - N
Brawley Avenue to N. P 0.000 2400 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co 0.000 3750 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P 0.000 3250 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H 0.000 3550 0.0
W. Sheilds Ave - N.

Grantland Ave to Bry 0.000 2750 0.0
W. Sheilds Ave - N.

Cornelia Ave to N Bl 0.000 4600 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra 0.000 4400 0.0
W. Sheilds Ave - N
Brawley Ave to N. Val 0.000 5800 0.0
W. Sheilds Ave - N.

Valentine Ave to N. 0.000 6900 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co 0.000 3400 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk 0.000 1050 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye 0.000 700 0.0
W. Clinton Ave - N.

Grantland Ave to Bry 0.000 400 0.0
W. Clinton Ave - N.

Cornelia Avenue to N 0.000 6400 0.0
W. Clinton Ave - N. Blythe
Avenue to N B 0.000 9300 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 3 Fresno West EIR
Emission calculation road - Situatiion 1: Outdoor SP
16 Road Section name KM
km
ADT
Veh/24h
Gradient
%
W. Shaw Ave - N Garfield
Avenue to N. Gr 0.000 6000 0.0
N. Grantland Ave - W.

Barstow Ave to Sha 0.000 6700 0.0
N. Grantland Ave - W.

Ashlan Avenue to W 0.000 4000 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett 0.000 2400 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett 0.000 2700 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty 0.000 7300 0.0
N. Polk Ave - North of W.

Shaw Avenue 0.000 4400 0.0
Bullard Ave - N Garfield to
N. Grantland 0.000 1200 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont 0.000 800 0.0
N. Grantland Ave - W.

Bullard Ave to Bar 0.000 7150 0.0
Bullard Ave - N Garfield
Avenue to N. Gr 0.000 600 0.0
Bullard Ave - N. Grantland
Avenue to N. 0.000 2900 0.0
N. Grantland Ave - N.

Parkway Drive to W 0.000 10500 0.0
N. Bryan Ave - W.

Gettysburg Ave to W As 0.000 3100 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi 0.000 1750 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da 0.000 3050 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 4 Fresno West EIR
Emission calculation road - Situatiion 1: Outdoor SP
16 Road Section name KM
km
ADT
Veh/24h
Gradient
%
N. Hayes Ave - W.

Gettysburg Avenue to W 0.000 1700 0.0
N. Polk Ave - W.

Gettysburg Avenue to W. 0.000 4850 0.0
N. Hayes Ave - W.

Ashland Avenue to W. D 0.000 2400 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da 0.000 5600 0.0
N. Cornelia Ave - N.

Parkway Drive to W. 0.000 5700 0.0
N. Cornelia Ave - W.

Ashland Avenue to W 0.000 7800 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D 0.000 6700 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 0.000 23600 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi 0.000 2150 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie 0.000 4900 0.0
N. Cornelia Ave - W.

Dakota Avenue to W 0.000 5800 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh 0.000 4750 0.0
N Brawley Ave - N.

Parkway Drive to W. D 0.000 6600 0.0
N Brawley Ave - W
Shields Avenue to W. C 0.000 6000 0.0
W. Sheilds Ave - West of
N. Grantland Av 0.000 2700 0.0
N. Grantland Ave - W
Shields Avenue to W 0.000 2300 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 5 Fresno West EIR
Emission calculation road - Situatiion 1: Outdoor SP
16 Road Section name KM
km
ADT
Veh/24h
Gradient
%
N. Bryan Ave - W Shields
Avenue to W. Cl 0.000 650 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl 0.000 1650 0.0
N. Polk Ave - W Shields
Avenue to W. Cli 0.000 3750 0.0
N. Cornelia Ave - W
Shields Avenue to W. 0.000 5700 0.0
N. Blythe Ave - W Shields
Avenue to W. C 0.000 4900 0.0
N Brawley Ave - W.

Dakota Avenue to W Sh 0.000 6350 0.0
N. Valentine Ave - N.

Parkway Drive to W 0.000 2600 0.0
N. Valentine Ave - W
Shields Avenue to W 0.000 2100 0.0
W. Clinton Ave - N
Brawley Ave to N. Val 0.000 9850 0.0
W. Clinton Ave - N.

Valentine Ave to N. 0.000 11300 0.0
N. Marks Ave - W
Princeton Avenue to W. 0.000 9100 0.0
N. Marks Ave - W
Princeton Avenue to W. 0.000 9100 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 0.000 20000 0.0
Bullard Ave - N. Grantland
Ave to N. Bry 0.000 800 0.0
N. Grantland Ave - W.

Shaw Avenue to W. 0.000 3900 0.0
N. Grantland Ave - W.

Dakota Avenue to W 0.000 3050 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 6 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
Receiver 1 Fl G LrD,lim dB(A) LrD 78.9 dB(A)
W. Gettysburg Ave - West of
N. Bryan Ave Road 19.6 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 45.0 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 44.3 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 78.8 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 0.0
Road 0.0
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 34.9 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 33.2 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 25.1 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 35.5 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 24.8 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 22.0 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 1 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Ashlan - N. Polk Ave to N.

Cornelia Road 22.4 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N Road 22.4 0.0
W. Gettysburg Ave - N.

Hayes Ave to N Po Road 22.5 0.0
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 16.2 0.0
W. Ashlan Ave - N.

Grantland Ave to N Br Road 25.5 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 0.0
W. Dakota Ave - N. Cornelia
Avenue to N. Road 0.0
W. Dakota Ave - N. Blythe
Avenue to N Br Road 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 0.0
W. Sheilds Ave - N.

Grantland Ave to Bry Road 0.0
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 0.0
W. Sheilds Ave - N.

Valentine Ave to N. Road 0.0
Shields Ave & Valentine Ave
East Road 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co Road 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 2 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 0.0
W. Clinton Ave - N.

Grantland Ave to Bry Road 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 0.0
W. Clinton Ave - N. Blythe
Avenue to N B Road 0.0
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 35.1 0.0
N. Grantland Ave - W.

Barstow Ave to Sha Road 36.4 0.0
N. Grantland Ave - W.

Ashlan Avenue to W Road 25.5 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 26.8 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 25.8 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 27.6 0.0
N. Polk Ave - North of W.

Shaw Avenue Road 19.1 0.0
Bullard Ave - N Garfield to N.

Grantland Road 30.9 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 28.1 0.0
N. Grantland Ave - W.

Bullard Ave to Bar Road 42.7 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 34.6 0.0
Bullard Ave - N. Grantland
Avenue to N. Road 40.7 0.0
N. Grantland Ave - N.

Parkway Drive to W Road 61.6 0.0
N. Bryan Ave - W.

Gettysburg Ave to W As Road 24.9 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi Road 20.8 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da Road 24.3 0.0
N. Hayes Ave - W.

Gettysburg Avenue to W Road 21.4 0.0
N. Polk Ave - W. Gettysburg
Avenue to W. Road 25.6 0.0
N. Hayes Ave - W. Ashland
Avenue to W. D Road 18.5 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 3 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Polk Ave - W. Ashland
Avenue to W. Da Road 21.6 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 22.9 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 0.0
N Brawley Ave - N. Parkway
Drive to W. D Road 0.0
N Brawley Ave - W Shields
Avenue to W. C Road 0.0
W. Sheilds Ave - West of N.

Grantland Av Road 0.0
N. Grantland Ave - W Shields
Avenue to W Road 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 0.0
N. Valentine Ave - N.

Parkway Drive to W Road 0.0
N. Valentine Ave - W Shields
Avenue to W Road 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 4 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 0.0
Bullard Ave - N. Grantland
Ave to N. Bry Road 29.5 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 29.8 0.0
N. Grantland Ave - W.

Dakota Avenue to W Road 0.0
Receiver 2 Fl G LrD,lim dB(A) LrD 69.1 dB(A)
W. Gettysburg Ave - West of
N. Bryan Ave Road 34.1 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 43.1 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 53.3 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 42.0 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 52.7 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 64.8 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 41.8 0.0
Road 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 5 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 63.4 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 46.6 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 34.6 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 63.0 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 36.1 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 32.4 0.0
W. Ashlan - N. Polk Ave to N.

Cornelia Road 33.7 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 34.9 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N Road 36.7 0.0
W. Gettysburg Ave - N.

Hayes Ave to N Po Road 34.3 0.0
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 25.6 0.0
W. Ashlan Ave - N.

Grantland Ave to N Br Road 36.3 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 31.0 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 25.7 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 28.1 0.0
W. Dakota Ave - N. Cornelia
Avenue to N. Road 25.2 0.0
W. Dakota Ave - N. Blythe
Avenue to N Br Road 21.8 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 15.9 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 26.0 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 26.7 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 27.8 0.0
W. Sheilds Ave - N.

Grantland Ave to Bry Road 26.7 0.0
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 25.3 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 6 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 19.5 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 0.0
W. Sheilds Ave - N.

Valentine Ave to N. Road 0.0
Shields Ave & Valentine Ave
East Road 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co Road 23.5 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 19.3 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 18.0 0.0
W. Clinton Ave - N.

Grantland Ave to Bry Road 15.6 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 22.4 0.0
W. Clinton Ave - N. Blythe
Avenue to N B Road 0.0
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 44.9 0.0
N. Grantland Ave - W.

Barstow Ave to Sha Road 45.5 0.0
N. Grantland Ave - W.

Ashlan Avenue to W Road 36.3 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 54.8 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 40.6 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 37.4 0.0
N. Polk Ave - North of W.

Shaw Avenue Road 28.4 0.0
Bullard Ave - N Garfield to N.

Grantland Road 33.3 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 38.7 0.0
N. Grantland Ave - W.

Bullard Ave to Bar Road 41.2 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 26.4 0.0
Bullard Ave - N. Grantland
Avenue to N. Road 36.5 0.0
N. Grantland Ave - N.

Parkway Drive to W Road 38.4 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 7 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Bryan Ave - W.

Gettysburg Ave to W As Road 41.1 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi Road 33.4 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da Road 33.4 0.0
N. Hayes Ave - W.

Gettysburg Avenue to W Road 33.8 0.0
N. Polk Ave - W. Gettysburg
Avenue to W. Road 35.5 0.0
N. Hayes Ave - W. Ashland
Avenue to W. D Road 28.2 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da Road 33.0 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 33.4 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 31.0 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 28.0 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 21.5 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 26.3 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 29.5 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 27.5 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 23.8 0.0
N Brawley Ave - N. Parkway
Drive to W. D Road 23.0 0.0
N Brawley Ave - W Shields
Avenue to W. C Road 0.0
W. Sheilds Ave - West of N.

Grantland Av Road 25.9 0.0
N. Grantland Ave - W Shields
Avenue to W Road 25.2 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 19.4 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 22.0 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 25.7 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 24.3 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 8 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Blythe Ave - W Shields
Avenue to W. C Road 20.9 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 21.4 0.0
N. Valentine Ave - N.

Parkway Drive to W Road 0.0
N. Valentine Ave - W Shields
Avenue to W Road 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 0.0
Bullard Ave - N. Grantland
Ave to N. Bry Road 37.9 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 42.1 0.0
N. Grantland Ave - W.

Dakota Avenue to W Road 29.5 0.0
Receiver 3 Fl G LrD,lim dB(A) LrD 67.6 dB(A)
W. Gettysburg Ave - West of
N. Bryan Ave Road 32.6 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 45.1 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 43.6 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 47.2 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 59.3 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 46.9 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 58.5 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 14.5 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 9 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Dakota Ave - N Brawley
Avenue to N. P Road 14.1 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 9.5 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 12.4 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 63.6 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 46.3 0.0
Road 13.6 0.0
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 49.0 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 51.0 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 39.9 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 42.0 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 41.4 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 40.5 0.0
W. Ashlan - N. Polk Ave to N.

Cornelia Road 41.1 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 40.7 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N Road 47.9 0.0
W. Gettysburg Ave - N.

Hayes Ave to N Po Road 56.4 0.0
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 35.9 0.0
W. Ashlan Ave - N.

Grantland Ave to N Br Road 37.4 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 35.8 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 31.3 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 33.8 0.0
W. Dakota Ave - N. Cornelia
Avenue to N. Road 30.3 0.0
W. Dakota Ave - N. Blythe
Avenue to N Br Road 26.2 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 10 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Dakota Ave - N Brawley
Avenue to N. P Road 19.7 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 30.7 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 31.0 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 31.2 0.0
W. Sheilds Ave - N.

Grantland Ave to Bry Road 28.8 0.0
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 29.8 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 26.6 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 25.6 0.0
W. Sheilds Ave - N.

Valentine Ave to N. Road 21.0 0.0
Shields Ave & Valentine Ave
East Road 16.3 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co Road 27.1 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 22.6 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 20.6 0.0
W. Clinton Ave - N.

Grantland Ave to Bry Road 17.4 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 28.7 0.0
W. Clinton Ave - N. Blythe
Avenue to N B Road 28.8 0.0
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 36.5 0.0
N. Grantland Ave - W.

Barstow Ave to Sha Road 36.1 0.0
N. Grantland Ave - W.

Ashlan Avenue to W Road 34.0 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 39.5 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 57.8 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 46.5 0.0
N. Polk Ave - North of W.

Shaw Avenue Road 33.5 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 11 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
Bullard Ave - N Garfield to N.

Grantland Road 25.8 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 31.7 0.0
N. Grantland Ave - W.

Bullard Ave to Bar Road 33.7 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 20.4 0.0
Bullard Ave - N. Grantland
Avenue to N. Road 30.5 0.0
N. Grantland Ave - N.

Parkway Drive to W Road 33.0 0.0
N. Bryan Ave - W.

Gettysburg Ave to W As Road 39.8 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi Road 34.4 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da Road 33.6 0.0
N. Hayes Ave - W.

Gettysburg Avenue to W Road 49.9 0.0
N. Polk Ave - W. Gettysburg
Avenue to W. Road 45.6 0.0
N. Hayes Ave - W. Ashland
Avenue to W. D Road 34.6 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da Road 40.0 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 40.1 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 37.2 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 32.9 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 26.0 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 30.9 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 34.6 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 32.6 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 28.2 0.0
N Brawley Ave - N. Parkway
Drive to W. D Road 27.0 0.0
N Brawley Ave - W Shields
Avenue to W. C Road 25.0 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 12 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Sheilds Ave - West of N.

Grantland Av Road 26.7 0.0
N. Grantland Ave - W Shields
Avenue to W Road 26.6 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 20.8 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 25.6 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 29.6 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 28.3 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 26.0 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 28.0 0.0
N. Valentine Ave - N.

Parkway Drive to W Road 20.1 0.0
N. Valentine Ave - W Shields
Avenue to W Road 18.2 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 27.4 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 0.0
Bullard Ave - N. Grantland
Ave to N. Bry Road 27.9 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 35.3 0.0
N. Grantland Ave - W.

Dakota Avenue to W Road 30.7 0.0
Receiver 4 Fl G LrD,lim dB(A) LrD 71.0 dB(A)
W. Gettysburg Ave - West of
N. Bryan Ave Road 36.3 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 36.0 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 13 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 41.2 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 44.4 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 53.0 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 43.2 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 49.9 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 12.4 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 12.1 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 7.5 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 10.5 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 56.9 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 43.1 0.0
Road 11.6 0.0
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 41.5 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 39.6 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 30.6 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 40.9 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 62.3 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 40.8 0.0
W. Ashlan - N. Polk Ave to N.

Cornelia Road 38.2 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 37.6 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N Road 38.3 0.0
W. Gettysburg Ave - N.

Hayes Ave to N Po Road 34.7 0.0
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 25.8 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 14 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Ashlan Ave - N.

Grantland Ave to N Br Road 66.1 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 32.9 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 33.4 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 33.0 0.0
W. Dakota Ave - N. Cornelia
Avenue to N. Road 28.5 0.0
W. Dakota Ave - N. Blythe
Avenue to N Br Road 24.0 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 17.6 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 31.5 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 33.8 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 36.3 0.0
W. Sheilds Ave - N.

Grantland Ave to Bry Road 35.3 0.0
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 29.3 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 25.6 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 24.3 0.0
W. Sheilds Ave - N.

Valentine Ave to N. Road 0.0
Shields Ave & Valentine Ave
East Road 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co Road 28.4 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 25.2 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 24.6 0.0
W. Clinton Ave - N.

Grantland Ave to Bry Road 22.2 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 29.0 0.0
W. Clinton Ave - N. Blythe
Avenue to N B Road 28.5 0.0
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 38.1 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 15 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Grantland Ave - W.

Barstow Ave to Sha Road 35.9 0.0
N. Grantland Ave - W.

Ashlan Avenue to W Road 42.5 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 40.7 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 36.4 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 35.5 0.0
N. Polk Ave - North of W.

Shaw Avenue Road 24.2 0.0
Bullard Ave - N Garfield to N.

Grantland Road 25.5 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 26.5 0.0
N. Grantland Ave - W.

Bullard Ave to Bar Road 32.3 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 19.4 0.0
Bullard Ave - N. Grantland
Avenue to N. Road 27.8 0.0
N. Grantland Ave - N.

Parkway Drive to W Road 31.2 0.0
N. Bryan Ave - W.

Gettysburg Ave to W As Road 67.2 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi Road 57.5 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da Road 43.8 0.0
N. Hayes Ave - W.

Gettysburg Avenue to W Road 39.2 0.0
N. Polk Ave - W. Gettysburg
Avenue to W. Road 37.9 0.0
N. Hayes Ave - W. Ashland
Avenue to W. D Road 37.7 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da Road 38.3 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 34.3 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 34.3 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 30.1 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 23.2 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 16 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 34.9 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 35.5 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 31.8 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 26.7 0.0
N Brawley Ave - N. Parkway
Drive to W. D Road 24.6 0.0
N Brawley Ave - W Shields
Avenue to W. C Road 24.2 0.0
W. Sheilds Ave - West of N.

Grantland Av Road 33.2 0.0
N. Grantland Ave - W Shields
Avenue to W Road 32.5 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 27.3 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 29.2 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 31.4 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 28.7 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 25.5 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 26.3 0.0
N. Valentine Ave - N.

Parkway Drive to W Road 15.6 0.0
N. Valentine Ave - W Shields
Avenue to W Road 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 24.2 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 0.0
Bullard Ave - N. Grantland
Ave to N. Bry Road 25.6 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 38.3 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 17 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Grantland Ave - W.

Dakota Avenue to W Road 38.4 0.0
Receiver 5 Fl G LrD,lim dB(A) LrD 79.0 dB(A)
W. Gettysburg Ave - West of
N. Bryan Ave Road 26.0 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 39.1 0.0
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 48.6 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 44.9 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 47.3 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 51.2 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 61.3 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 51.2 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 55.7 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 18.2 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 17.8 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 13.0 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 15.9 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 57.8 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 50.7 0.0
Road 17.1 0.0
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 39.1 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 41.6 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 34.9 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 35.3 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 44.0 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 18 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 66.3 0.0
W. Ashlan - N. Polk Ave to N.

Cornelia Road 76.0 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 50.4 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N Road 33.0 0.0
W. Gettysburg Ave - N.

Hayes Ave to N Po Road 39.5 0.0
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 35.2 0.0
W. Ashlan Ave - N.

Grantland Ave to N Br Road 37.1 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 42.4 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 38.5 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 42.8 0.0
W. Dakota Ave - N. Cornelia
Avenue to N. Road 37.3 0.0
W. Dakota Ave - N. Blythe
Avenue to N Br Road 31.3 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 23.8 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 36.9 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 36.2 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 34.5 0.0
W. Sheilds Ave - N.

Grantland Ave to Bry Road 30.3 0.0
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 35.7 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 31.5 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 29.6 0.0
W. Sheilds Ave - N.

Valentine Ave to N. Road 26.4 0.0
Shields Ave & Valentine Ave
East Road 19.8 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co Road 31.7 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 19 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 26.6 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 23.6 0.0
W. Clinton Ave - N.

Grantland Ave to Bry Road 19.3 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 33.3 0.0
W. Clinton Ave - N. Blythe
Avenue to N B Road 33.0 0.0
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 31.6 0.0
N. Grantland Ave - W.

Barstow Ave to Sha Road 30.7 0.0
N. Grantland Ave - W.

Ashlan Avenue to W Road 30.5 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 31.8 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 36.3 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 43.6 0.0
N. Polk Ave - North of W.

Shaw Avenue Road 29.4 0.0
Bullard Ave - N Garfield to N.

Grantland Road 21.2 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 25.3 0.0
N. Grantland Ave - W.

Bullard Ave to Bar Road 28.9 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 16.3 0.0
Bullard Ave - N. Grantland
Avenue to N. Road 25.8 0.0
N. Grantland Ave - N.

Parkway Drive to W Road 28.9 0.0
N. Bryan Ave - W.

Gettysburg Ave to W As Road 35.1 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi Road 34.7 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da Road 32.1 0.0
N. Hayes Ave - W.

Gettysburg Avenue to W Road 39.2 0.0
N. Polk Ave - W. Gettysburg
Avenue to W. Road 73.3 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 20 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Hayes Ave - W. Ashland
Avenue to W. D Road 38.1 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da Road 70.2 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 45.4 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 46.1 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 38.4 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 31.9 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 35.2 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 44.2 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 39.7 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 33.8 0.0
N Brawley Ave - N. Parkway
Drive to W. D Road 31.3 0.0
N Brawley Ave - W Shields
Avenue to W. C Road 29.2 0.0
W. Sheilds Ave - West of N.

Grantland Av Road 27.1 0.0
N. Grantland Ave - W Shields
Avenue to W Road 27.7 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 23.1 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 29.4 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 36.3 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 33.8 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 30.9 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 32.5 0.0
N. Valentine Ave - N.

Parkway Drive to W Road 23.6 0.0
N. Valentine Ave - W Shields
Avenue to W Road 22.1 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 31.1 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 21 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Clinton Ave - N. Valentine
Ave to N. Road 29.5 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 23.9 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 21.5 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 28.4 0.0
Bullard Ave - N. Grantland
Ave to N. Bry Road 22.1 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 30.3 0.0
N. Grantland Ave - W.

Dakota Avenue to W Road 30.9 0.0
Receiver 6 Fl G LrD,lim dB(A) LrD 77.5 dB(A)
W. Gettysburg Ave - West of
N. Bryan Ave Road 17.9 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 46.5 0.0
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 57.3 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 52.2 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 56.8 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 61.2 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 61.0 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 58.8 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 49.2 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 31.0 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 29.8 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 24.6 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 25.3 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 50.9 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 60.3 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 22 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
Road 26.3 0.0
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 31.1 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 33.8 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 28.1 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 28.2 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 30.1 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 32.2 0.0
W. Ashlan - N. Polk Ave to N.

Cornelia Road 41.0 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 50.0 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N Road 23.5 0.0
W. Gettysburg Ave - N.

Hayes Ave to N Po Road 27.9 0.0
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 24.8 0.0
W. Ashlan Ave - N.

Grantland Ave to N Br Road 27.0 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 48.9 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 32.0 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 43.0 0.0
W. Dakota Ave - N. Cornelia
Avenue to N. Road 67.1 0.0
W. Dakota Ave - N. Blythe
Avenue to N Br Road 71.3 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 38.3 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 38.7 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 33.4 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 29.8 0.0
W. Sheilds Ave - N.

Grantland Ave to Bry Road 25.4 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 23 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 44.5 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 43.3 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 39.7 0.0
W. Sheilds Ave - N.

Valentine Ave to N. Road 34.3 0.0
Shields Ave & Valentine Ave
East Road 28.6 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co Road 34.2 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 26.1 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 21.4 0.0
W. Clinton Ave - N.

Grantland Ave to Bry Road 16.2 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 39.0 0.0
W. Clinton Ave - N. Blythe
Avenue to N B Road 40.7 0.0
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 22.9 0.0
N. Grantland Ave - W.

Barstow Ave to Sha Road 24.1 0.0
N. Grantland Ave - W.

Ashlan Avenue to W Road 23.5 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 23.5 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 26.6 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 32.6 0.0
N. Polk Ave - North of W.

Shaw Avenue Road 21.2 0.0
Bullard Ave - N Garfield to N.

Grantland Road 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 19.2 0.0
N. Grantland Ave - W.

Bullard Ave to Bar Road 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 0.0
Bullard Ave - N. Grantland
Avenue to N. Road 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 24 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Grantland Ave - N.

Parkway Drive to W Road 0.0
N. Bryan Ave - W.

Gettysburg Ave to W As Road 26.1 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi Road 27.3 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da Road 25.5 0.0
N. Hayes Ave - W.

Gettysburg Avenue to W Road 26.7 0.0
N. Polk Ave - W. Gettysburg
Avenue to W. Road 35.9 0.0
N. Hayes Ave - W. Ashland
Avenue to W. D Road 27.1 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da Road 38.5 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 40.3 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 45.8 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 74.1 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 38.9 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 28.8 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 37.9 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 44.5 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 67.7 0.0
N Brawley Ave - N. Parkway
Drive to W. D Road 43.3 0.0
N Brawley Ave - W Shields
Avenue to W. C Road 38.7 0.0
W. Sheilds Ave - West of N.

Grantland Av Road 22.6 0.0
N. Grantland Ave - W Shields
Avenue to W Road 23.7 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 19.3 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 26.5 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 34.6 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 25 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Cornelia Ave - W Shields
Avenue to W. Road 38.4 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 42.5 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 45.1 0.0
N. Valentine Ave - N.

Parkway Drive to W Road 32.6 0.0
N. Valentine Ave - W Shields
Avenue to W Road 30.3 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 38.9 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 36.5 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 30.6 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 28.7 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 34.6 0.0
Bullard Ave - N. Grantland
Ave to N. Bry Road 16.3 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 23.6 0.0
N. Grantland Ave - W.

Dakota Avenue to W Road 25.5 0.0
Receiver 7 Fl G LrD,lim dB(A) LrD 72.0 dB(A)
W. Gettysburg Ave - West of
N. Bryan Ave Road 23.5 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 47.5 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 39.5 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 42.9 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 26 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 48.9 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 39.9 0.0
Road 0.0
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 32.3 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 31.3 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 23.7 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 32.3 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 35.0 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 30.2 0.0
W. Ashlan - N. Polk Ave to N.

Cornelia Road 31.3 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 32.6 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N Road 25.9 0.0
W. Gettysburg Ave - N.

Hayes Ave to N Po Road 25.5 0.0
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 18.7 0.0
W. Ashlan Ave - N.

Grantland Ave to N Br Road 37.3 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 29.0 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 29.4 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 29.7 0.0
W. Dakota Ave - N. Cornelia
Avenue to N. Road 25.7 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 27 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Dakota Ave - N. Blythe
Avenue to N Br Road 21.7 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 31.8 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 36.1 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 43.5 0.0
W. Sheilds Ave - N.

Grantland Ave to Bry Road 67.6 0.0
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 28.9 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 24.7 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 20.9 0.0
W. Sheilds Ave - N.

Valentine Ave to N. Road 0.0
Shields Ave & Valentine Ave
East Road 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co Road 29.8 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 28.6 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 31.4 0.0
W. Clinton Ave - N.

Grantland Ave to Bry Road 33.4 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 29.4 0.0
W. Clinton Ave - N. Blythe
Avenue to N B Road 28.3 0.0
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 31.6 0.0
N. Grantland Ave - W.

Barstow Ave to Sha Road 29.5 0.0
N. Grantland Ave - W.

Ashlan Avenue to W Road 34.6 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 27.3 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 26.4 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 28.1 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 28 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Polk Ave - North of W.

Shaw Avenue Road 17.2 0.0
Bullard Ave - N Garfield to N.

Grantland Road 20.0 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 19.4 0.0
N. Grantland Ave - W.

Bullard Ave to Bar Road 26.9 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 14.6 0.0
Bullard Ave - N. Grantland
Avenue to N. Road 22.3 0.0
N. Grantland Ave - N.

Parkway Drive to W Road 0.0
N. Bryan Ave - W.

Gettysburg Ave to W As Road 32.5 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi Road 41.2 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da Road 43.4 0.0
N. Hayes Ave - W.

Gettysburg Avenue to W Road 27.7 0.0
N. Polk Ave - W. Gettysburg
Avenue to W. Road 30.5 0.0
N. Hayes Ave - W. Ashland
Avenue to W. D Road 29.9 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da Road 33.0 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 28.6 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 30.3 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 27.0 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 19.6 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 33.9 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 33.6 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 29.8 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 24.9 0.0
N Brawley Ave - N. Parkway
Drive to W. D Road 22.1 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 29 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N Brawley Ave - W Shields
Avenue to W. C Road 23.4 0.0
W. Sheilds Ave - West of N.

Grantland Av Road 62.2 0.0
N. Grantland Ave - W Shields
Avenue to W Road 62.0 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 35.5 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 32.6 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 32.4 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 28.6 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 25.0 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 24.6 0.0
N. Valentine Ave - N.

Parkway Drive to W Road 0.0
N. Valentine Ave - W Shields
Avenue to W Road 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 0.0
Bullard Ave - N. Grantland
Ave to N. Bry Road 18.9 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 30.7 0.0
N. Grantland Ave - W.

Dakota Avenue to W Road 68.3 0.0
Receiver 8 Fl G LrD,lim dB(A) LrD 78.4 dB(A)
W. Gettysburg Ave - West of
N. Bryan Ave Road 20.9 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 41.6 0.0
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 49.2 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 30 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
SR99 - W. Shields Avenue to
W. Clinton A Road 46.2 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 47.0 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 49.9 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 54.0 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 47.6 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 46.9 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 18.2 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 17.8 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 13.0 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 16.0 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 50.0 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 48.2 0.0
Road 17.3 0.0
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 32.2 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 33.3 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 26.6 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 30.1 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 34.8 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 35.2 0.0
W. Ashlan - N. Polk Ave to N.

Cornelia Road 39.3 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 41.2 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N Road 25.7 0.0
W. Gettysburg Ave - N.

Hayes Ave to N Po Road 28.4 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 31 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 23.4 0.0
W. Ashlan Ave - N.

Grantland Ave to N Br Road 31.9 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 37.0 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 38.9 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 43.0 0.0
W. Dakota Ave - N. Cornelia
Avenue to N. Road 37.3 0.0
W. Dakota Ave - N. Blythe
Avenue to N Br Road 31.3 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 23.8 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 72.9 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 68.7 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 43.5 0.0
W. Sheilds Ave - N.

Grantland Ave to Bry Road 35.6 0.0
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 44.6 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 36.3 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 32.6 0.0
W. Sheilds Ave - N.

Valentine Ave to N. Road 27.7 0.0
Shields Ave & Valentine Ave
East Road 22.1 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co Road 42.9 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 37.8 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 31.2 0.0
W. Clinton Ave - N.

Grantland Ave to Bry Road 24.2 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 40.9 0.0
W. Clinton Ave - N. Blythe
Avenue to N B Road 37.9 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 32 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 27.8 0.0
N. Grantland Ave - W.

Barstow Ave to Sha Road 26.5 0.0
N. Grantland Ave - W.

Ashlan Avenue to W Road 27.4 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 25.8 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 27.7 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 32.9 0.0
N. Polk Ave - North of W.

Shaw Avenue Road 20.9 0.0
Bullard Ave - N Garfield to N.

Grantland Road 14.7 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 19.4 0.0
N. Grantland Ave - W.

Bullard Ave to Bar Road 22.2 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 0.0
Bullard Ave - N. Grantland
Avenue to N. Road 0.0
N. Grantland Ave - N.

Parkway Drive to W Road 0.0
N. Bryan Ave - W.

Gettysburg Ave to W As Road 30.0 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi Road 34.8 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da Road 31.0 0.0
N. Hayes Ave - W.

Gettysburg Avenue to W Road 29.8 0.0
N. Polk Ave - W. Gettysburg
Avenue to W. Road 38.3 0.0
N. Hayes Ave - W. Ashland
Avenue to W. D Road 33.5 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da Road 45.8 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 35.7 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 41.1 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 36.4 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 33 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 27.3 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 40.3 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 75.5 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 44.8 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 36.0 0.0
N Brawley Ave - N. Parkway
Drive to W. D Road 30.4 0.0
N Brawley Ave - W Shields
Avenue to W. C Road 32.3 0.0
W. Sheilds Ave - West of N.

Grantland Av Road 30.6 0.0
N. Grantland Ave - W Shields
Avenue to W Road 30.9 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 28.3 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 39.1 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 68.0 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 43.4 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 36.1 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 33.7 0.0
N. Valentine Ave - N.

Parkway Drive to W Road 24.5 0.0
N. Valentine Ave - W Shields
Avenue to W Road 24.1 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 34.3 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 31.7 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 25.5 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 22.8 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 30.1 0.0
Bullard Ave - N. Grantland
Ave to N. Bry Road 17.3 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 34 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Grantland Ave - W. Shaw
Avenue to W. Road 26.3 0.0
N. Grantland Ave - W.

Dakota Avenue to W Road 32.2 0.0
Receiver 9 Fl G LrD,lim dB(A) LrD 77.5 dB(A)
W. Gettysburg Ave - West of
N. Bryan Ave Road 16.6 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 47.8 0.0
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 57.0 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 53.4 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 54.8 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 57.1 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 55.9 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 52.6 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 45.9 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 26.6 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 25.9 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 20.9 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 23.9 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 47.5 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 54.4 0.0
Road 25.3 0.0
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 29.1 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 31.2 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 25.3 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 25.6 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 35 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 28.7 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 29.9 0.0
W. Ashlan - N. Polk Ave to N.

Cornelia Road 37.1 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 43.2 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N Road 21.7 0.0
W. Gettysburg Ave - N.

Hayes Ave to N Po Road 25.3 0.0
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 21.6 0.0
W. Ashlan Ave - N.

Grantland Ave to N Br Road 26.1 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 41.7 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 29.1 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 38.0 0.0
W. Dakota Ave - N. Cornelia
Avenue to N. Road 42.2 0.0
W. Dakota Ave - N. Blythe
Avenue to N Br Road 40.9 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 32.7 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 43.9 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 36.1 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 31.6 0.0
W. Sheilds Ave - N.

Grantland Ave to Bry Road 26.8 0.0
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 69.9 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 73.4 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 44.8 0.0
W. Sheilds Ave - N.

Valentine Ave to N. Road 36.5 0.0
Shields Ave & Valentine Ave
East Road 32.0 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 36 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Clinton Ave - N. Polk
Avenue to N. Co Road 38.0 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 28.4 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 22.7 0.0
W. Clinton Ave - N.

Grantland Ave to Bry Road 17.2 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 45.7 0.0
W. Clinton Ave - N. Blythe
Avenue to N B Road 47.3 0.0
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 0.0
N. Grantland Ave - W.

Barstow Ave to Sha Road 0.0
N. Grantland Ave - W.

Ashlan Avenue to W Road 22.6 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 21.9 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 24.4 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 29.7 0.0
N. Polk Ave - North of W.

Shaw Avenue Road 18.5 0.0
Bullard Ave - N Garfield to N.

Grantland Road 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 14.7 0.0
N. Grantland Ave - W.

Bullard Ave to Bar Road 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 0.0
Bullard Ave - N. Grantland
Avenue to N. Road 0.0
N. Grantland Ave - N.

Parkway Drive to W Road 0.0
N. Bryan Ave - W.

Gettysburg Ave to W As Road 24.7 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi Road 27.0 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da Road 25.0 0.0
N. Hayes Ave - W.

Gettysburg Avenue to W Road 24.8 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 37 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Polk Ave - W. Gettysburg
Avenue to W. Road 32.9 0.0
N. Hayes Ave - W. Ashland
Avenue to W. D Road 25.9 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da Road 36.4 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 35.7 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 41.0 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 44.7 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 32.7 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 28.9 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 37.9 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 44.5 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 71.9 0.0
N Brawley Ave - N. Parkway
Drive to W. D Road 38.4 0.0
N Brawley Ave - W Shields
Avenue to W. C Road 43.7 0.0
W. Sheilds Ave - West of N.

Grantland Av Road 23.5 0.0
N. Grantland Ave - W Shields
Avenue to W Road 24.3 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 20.0 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 27.7 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 36.7 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 43.4 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 67.4 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 45.2 0.0
N. Valentine Ave - N.

Parkway Drive to W Road 32.8 0.0
N. Valentine Ave - W Shields
Avenue to W Road 32.4 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 38 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Clinton Ave - N Brawley
Ave to N. Val Road 42.8 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 38.8 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 32.1 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 29.7 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 36.1 0.0
Bullard Ave - N. Grantland
Ave to N. Bry Road 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 19.8 0.0
N. Grantland Ave - W.

Dakota Avenue to W Road 25.5 0.0
Receiver 10 Fl G LrD,lim dB(A) LrD 69.7 dB(A)
W. Gettysburg Ave - West of
N. Bryan Ave Road 20.0 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 40.6 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 43.1 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 47.6 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 40.4 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 42.0 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 12.0 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 11.7 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 7.1 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 45.2 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 39 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 41.1 0.0
Road 0.0
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 29.9 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 29.8 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 22.7 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 29.2 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 32.3 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 29.3 0.0
W. Ashlan - N. Polk Ave to N.

Cornelia Road 31.5 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 33.3 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N Road 23.4 0.0
W. Gettysburg Ave - N.

Hayes Ave to N Po Road 24.1 0.0
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 18.0 0.0
W. Ashlan Ave - N.

Grantland Ave to N Br Road 32.4 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 29.9 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 30.0 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 31.1 0.0
W. Dakota Ave - N. Cornelia
Avenue to N. Road 27.4 0.0
W. Dakota Ave - N. Blythe
Avenue to N Br Road 23.4 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 17.1 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 34.2 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 38.3 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 43.6 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 40 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Sheilds Ave - N.

Grantland Ave to Bry Road 42.5 0.0
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 31.1 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 26.7 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 25.1 0.0
W. Sheilds Ave - N.

Valentine Ave to N. Road 0.0
Shields Ave & Valentine Ave
East Road 15.6 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co Road 36.7 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 38.5 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 66.7 0.0
W. Clinton Ave - N.

Grantland Ave to Bry Road 59.1 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 34.7 0.0
W. Clinton Ave - N. Blythe
Avenue to N B Road 32.5 0.0
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 28.0 0.0
N. Grantland Ave - W.

Barstow Ave to Sha Road 26.0 0.0
N. Grantland Ave - W.

Ashlan Avenue to W Road 28.4 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 25.4 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 24.4 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 27.1 0.0
N. Polk Ave - North of W.

Shaw Avenue Road 16.1 0.0
Bullard Ave - N Garfield to N.

Grantland Road 14.3 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 17.4 0.0
N. Grantland Ave - W.

Bullard Ave to Bar Road 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 41 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
Bullard Ave - N. Grantland
Avenue to N. Road 0.0
N. Grantland Ave - N.

Parkway Drive to W Road 0.0
N. Bryan Ave - W.

Gettysburg Ave to W As Road 30.4 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi Road 40.5 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da Road 34.0 0.0
N. Hayes Ave - W.

Gettysburg Avenue to W Road 25.9 0.0
N. Polk Ave - W. Gettysburg
Avenue to W. Road 29.9 0.0
N. Hayes Ave - W. Ashland
Avenue to W. D Road 28.9 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da Road 33.5 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 28.7 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 31.4 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 28.3 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 20.6 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 35.5 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 36.0 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 32.1 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 27.0 0.0
N Brawley Ave - N. Parkway
Drive to W. D Road 23.5 0.0
N Brawley Ave - W Shields
Avenue to W. C Road 25.8 0.0
W. Sheilds Ave - West of N.

Grantland Av Road 37.4 0.0
N. Grantland Ave - W Shields
Avenue to W Road 42.3 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 65.5 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 39.4 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 42 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Polk Ave - W Shields
Avenue to W. Cli Road 36.9 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 32.1 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 27.9 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 26.5 0.0
N. Valentine Ave - N.

Parkway Drive to W Road 18.7 0.0
N. Valentine Ave - W Shields
Avenue to W Road 18.8 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 29.6 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 0.0
Bullard Ave - N. Grantland
Ave to N. Bry Road 16.3 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 26.3 0.0
N. Grantland Ave - W.

Dakota Avenue to W Road 38.7 0.0
Receiver 11 Fl G LrD,lim dB(A) LrD 77.6 dB(A)
W. Gettysburg Ave - West of
N. Bryan Ave Road 16.7 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 44.6 0.0
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 51.6 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 49.1 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 48.5 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 50.6 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 51.7 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 46.8 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 43 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 43.6 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 19.9 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 19.5 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 14.8 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 17.8 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 44.6 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 48.1 0.0
Road 19.3 0.0
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 28.4 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 29.8 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 23.5 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 23.8 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 29.1 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 29.3 0.0
W. Ashlan - N. Polk Ave to N.

Cornelia Road 34.7 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 38.7 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N Road 21.4 0.0
W. Gettysburg Ave - N.

Hayes Ave to N Po Road 24.1 0.0
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 19.6 0.0
W. Ashlan Ave - N.

Grantland Ave to N Br Road 27.0 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 36.0 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 29.9 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 36.2 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 44 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Dakota Ave - N. Cornelia
Avenue to N. Road 35.5 0.0
W. Dakota Ave - N. Blythe
Avenue to N Br Road 32.1 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 25.3 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 43.9 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 38.2 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 33.9 0.0
W. Sheilds Ave - N.

Grantland Ave to Bry Road 28.8 0.0
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 44.9 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 38.6 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 35.0 0.0
W. Sheilds Ave - N.

Valentine Ave to N. Road 30.4 0.0
Shields Ave & Valentine Ave
East Road 24.4 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co Road 68.4 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 38.3 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 29.8 0.0
W. Clinton Ave - N.

Grantland Ave to Bry Road 22.5 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 74.6 0.0
W. Clinton Ave - N. Blythe
Avenue to N B Road 48.0 0.0
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 0.0
N. Grantland Ave - W.

Barstow Ave to Sha Road 0.0
N. Grantland Ave - W.

Ashlan Avenue to W Road 23.3 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 21.7 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 23.5 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 45 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 28.0 0.0
N. Polk Ave - North of W.

Shaw Avenue Road 16.8 0.0
Bullard Ave - N Garfield to N.

Grantland Road 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 0.0
N. Grantland Ave - W.

Bullard Ave to Bar Road 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 0.0
Bullard Ave - N. Grantland
Avenue to N. Road 0.0
N. Grantland Ave - N.

Parkway Drive to W Road 0.0
N. Bryan Ave - W.

Gettysburg Ave to W As Road 25.1 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi Road 29.0 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da Road 26.5 0.0
N. Hayes Ave - W.

Gettysburg Avenue to W Road 24.4 0.0
N. Polk Ave - W. Gettysburg
Avenue to W. Road 31.3 0.0
N. Hayes Ave - W. Ashland
Avenue to W. D Road 26.7 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da Road 35.7 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 34.0 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 39.5 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 35.6 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 26.8 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 31.5 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 39.8 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 45.0 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 37.8 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 46 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N Brawley Ave - N. Parkway
Drive to W. D Road 31.2 0.0
N Brawley Ave - W Shields
Avenue to W. C Road 37.0 0.0
W. Sheilds Ave - West of N.

Grantland Av Road 25.4 0.0
N. Grantland Ave - W Shields
Avenue to W Road 27.3 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 23.8 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 32.4 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 43.4 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 73.2 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 42.8 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 36.2 0.0
N. Valentine Ave - N.

Parkway Drive to W Road 27.0 0.0
N. Valentine Ave - W Shields
Avenue to W Road 27.8 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 41.3 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 37.1 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 28.6 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 25.7 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 34.4 0.0
Bullard Ave - N. Grantland
Ave to N. Bry Road 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 22.7 0.0
N. Grantland Ave - W.

Dakota Avenue to W Road 27.8 0.0
Receiver 12 Fl G LrD,lim dB(A) LrD 83.9 dB(A)
W. Gettysburg Ave - West of
N. Bryan Ave Road 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 70.2 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 47 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 62.1 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 71.0 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 53.4 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 52.2 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 48.0 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 44.7 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 23.3 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 23.9 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 19.8 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 23.5 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 47.2 0.0
Road 25.5 0.0
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 18.2 0.0
W. Ashlan - N. Polk Ave to N.

Cornelia Road 27.1 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 33.3 0.0
W. Gettysburg Ave - N.

Bryan Avenue to N Road 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 48 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Gettysburg Ave - N.

Hayes Ave to N Po Road 0.0
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 14.0 0.0
W. Ashlan Ave - N.

Grantland Ave to N Br Road 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 33.3 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 18.9 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 25.4 0.0
W. Dakota Ave - N. Cornelia
Avenue to N. Road 27.3 0.0
W. Dakota Ave - N. Blythe
Avenue to N Br Road 29.0 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 26.8 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 26.9 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 23.5 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 0.0
W. Sheilds Ave - N.

Grantland Ave to Bry Road 0.0
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 31.0 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 33.9 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 39.7 0.0
W. Sheilds Ave - N.

Valentine Ave to N. Road 44.4 0.0
Shields Ave & Valentine Ave
East Road 34.2 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co Road 28.0 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 19.8 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 0.0
W. Clinton Ave - N.

Grantland Ave to Bry Road 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 34.6 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 49 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
W. Clinton Ave - N. Blythe
Avenue to N B Road 41.0 0.0
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 0.0
N. Grantland Ave - W.

Barstow Ave to Sha Road 0.0
N. Grantland Ave - W.

Ashlan Avenue to W Road 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 0.0
N. Polk Ave - North of W.

Shaw Avenue Road 0.0
Bullard Ave - N Garfield to N.

Grantland Road 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 0.0
N. Grantland Ave - W.

Bullard Ave to Bar Road 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 0.0
Bullard Ave - N. Grantland
Avenue to N. Road 0.0
N. Grantland Ave - N.

Parkway Drive to W Road 0.0
N. Bryan Ave - W.

Gettysburg Ave to W As Road 0.0
N. Bryan Ave - W. Ashlan
Avenue to W Shi Road 0.0
N. Grantland Ave - W.

Ashlan Ave to W Da Road 0.0
N. Hayes Ave - W.

Gettysburg Avenue to W Road 0.0
N. Polk Ave - W. Gettysburg
Avenue to W. Road 23.0 0.0
N. Hayes Ave - W. Ashland
Avenue to W. D Road 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da Road 26.0 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 26.8 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 28.8 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 50 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 30.8 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 25.3 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 16.5 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 26.3 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 28.8 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 30.1 0.0
N Brawley Ave - N. Parkway
Drive to W. D Road 31.2 0.0
N Brawley Ave - W Shields
Avenue to W. C Road 36.9 0.0
W. Sheilds Ave - West of N.

Grantland Av Road 0.0
N. Grantland Ave - W Shields
Avenue to W Road 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 18.6 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 25.7 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 28.5 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 31.4 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 36.2 0.0
N. Valentine Ave - N.

Parkway Drive to W Road 34.7 0.0
N. Valentine Ave - W Shields
Avenue to W Road 39.0 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 48.1 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 74.1 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 75.6 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 45.7 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 81.9 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 51 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
Bullard Ave - N. Grantland
Ave to N. Bry Road 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 0.0
N. Grantland Ave - W.

Dakota Avenue to W Road 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 52 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
Receiver 1 Fl G LrD,lim dB(A) LrD 78.
9 dB(A)
W. Gettysburg Ave - West of N.

Bryan Ave CNEL 19.6 -6.2 1.7 6.0 8.0 9.0 9.8 10.5 11.1 10.4 9.5 9.7 8.3 1.7 -3.9 -18.8 -30.9 -45.1 -63.4 -78.3 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 45.0 16.2 25.5 30.2 32.4 33.6 34.9 36.1 37.0 36.2 34.7 35.1 33.4 30.2 27.2 20.8 9.8 -5.9 -30.7 -68.6 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 44.3 14.4 23.6 28.4 30.6 31.8 33.1 34.5 36.0 35.6 34.5 35.2 33.8 31.2 28.6 23.0 13.1 -0.7 -22.4 -56.2 -98.0 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 78.8 40.8 50.2 55.1 57.4 58.9 60.6 62.8 66.4 67.5 68.2 70.7 71.5 70.3 69.6 66.9 63.5 60.7 57.3 55.5 51.5 45.7 47.0 43.5 37.7 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 34.9 6.5 15.1 19.7 21.8 23.0 23.9 24.8 25.8 25.9 25.7 26.3 25.4 19.4 14.2 0.2 -11.0 -23.5 -38.3 -52.0 -78.6 -82.7 -86.0 -91.2 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 33.2 5.6 14.1 18.7 20.8 21.9 22.8 23.6 24.3 24.1 23.8 24.3 23.2 16.9 11.6 -3.2 -15.0 -28.5 -46.9 -62.7 -93.4 -97.5 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 25.1 0.5 7.9 12.1 14.0 15.0 15.8 16.5 16.9 15.8 14.4 14.2 12.5 5.6 0.6 -14.8 -24.2 -37.3 -59.3 -77.8 W. Shaw Ave - N. Grantland
Ave to N. CNEL 35.5 6.7 15.3 19.9 22.1 23.2 24.2 25.1 26.4 26.5 26.5 27.2 26.4 20.4 15.4 2.1 -8.6 -20.8 -33.7 -46.0 -70.3 -74.4 -77.7 -82.9 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 24.8 -1.6 6.9 11.5 13.6 14.7 15.5 16.0 15.9 15.3 14.5 14.5 13.0 6.1 0.1 -15.5 -29.5 -46.2 -72.1 -93.0 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 22.0 -4.0 4.5 9.1 11.2 12.2 13.0 13.5 13.1 12.3 11.3 11.2 9.6 2.4 -3.4 -19.4 -31.8 -47.7 -77.7 W. Ashlan - N. Polk Ave to N.

Cornelia CNEL 22.4 -2.5 5.7 10.1 12.1 13.1 13.8 14.2 13.5 12.4 11.0 10.6 8.7 1.1 -4.7 -21.3 -33.5 -50.1 -82.3 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 22.4 -2.3 5.1 9.2 11.2 12.2 13.0 13.7 14.2 13.1 11.8 11.7 10.0 3.3 -2.5 -17.7 -30.1 -44.6 -62.8 -78.5 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 22.5 -2.6 5.2 9.5 11.5 12.5 13.2 13.8 14.0 13.1 11.9 11.8 10.2 3.2 -2.2 -17.7 -28.5 -42.6 -66.6 -86.1 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 16.2 -8.6 -0.8 3.5 5.5 6.5 7.2 7.7 7.6 6.5 5.1 4.9 3.1 -4.1 -9.6 -25.6 -36.4 -51.3 -79.0 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 25.5 -1.0 7.5 12.1 14.2 15.2 16.0 16.6 16.7 16.1 15.4 15.5 14.0 7.3 1.4 -13.9 -27.4 -43.9 -70.5 -88.7 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 35.1 6.2 14.8 19.4 21.6 22.7 23.7 24.7 26.0 26.1 26.1 26.9 26.1 20.2 15.1 1.7 -9.4 -20.8 -32.9 -45.5 -69.3 -73.5 -76.8 -82.0 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 36.4 8.6 16.5 20.9 22.9 24.0 25.0 26.0 27.6 27.4 27.2 27.8 26.8 22.1 20.5 15.1 8.7 -0.6 -12.9 -29.9 -47.1 -72.3 -51.0 -54.1 -58.8 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 25.5 0.5 8.3 12.6 14.5 15.4 15.9 16.1 15.6 15.7 15.7 15.7 14.4 8.0 6.1 -2.1 -10.7 -23.4 -43.7 -75.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 1 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 26.8 -0.1 8.1 12.6 14.6 15.6 16.3 16.7 16.8 17.3 17.7 18.2 17.3 10.6 6.5 -7.5 -15.0 -26.6 -45.0 -68.1 -96.4 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 25.8 -0.6 7.6 12.1 14.1 15.1 15.7 16.1 15.9 16.3 16.5 16.8 15.9 9.0 4.3 -10.6 -19.7 -32.4 -54.4 -77.2 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 27.6 3.2 10.6 14.7 16.6 17.6 18.4 19.0 19.3 18.1 16.6 16.4 14.6 7.6 2.2 -13.3 -23.8 -37.5 -59.9 -78.7 N. Polk Ave - North of W. Shaw
Avenue CNEL 19.1 -5.6 1.8 5.9 7.8 8.9 9.7 10.4 10.9 9.8 8.5 8.4 6.8 0.0 -5.7 -20.9 -33.2 -47.2 -65.3 -81.7 Bullard Ave - N Garfield to N.

Grantland CNEL 30.9 2.8 10.7 15.1 17.1 18.3 19.3 20.4 22.1 22.1 22.0 22.7 21.7 16.0 10.7 -0.2 -10.5 -18.5 -24.0 -31.1 -46.6 -70.1 -50.4 -53.5 -58.3 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 28.1 -0.3 7.9 12.4 14.5 15.6 16.6 17.7 19.1 19.2 19.1 19.8 19.0 13.1 8.2 -4.6 -14.8 -24.9 -33.8 -43.3 -62.2 -90.3 -66.2 -69.4 -74.4 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 42.7 13.6 21.5 25.9 27.9 29.1 30.2 31.4 33.4 33.6 33.7 34.6 33.9 29.9 27.6 24.4 19.1 11.6 2.8 -3.5 -12.5 -25.7 -16.4 -19.5 -24.2 Bullard Ave - N Garfield Avenue
to N. Gr CNEL 34.6 5.4 13.3 17.6 19.7 20.9 22.0 23.3 25.4 25.7 26.0 26.9 26.3 21.1 15.8 12.2 2.1 -2.6 -5.5 -7.5 -15.4 -27.5 -19.2 -22.4 -27.1 Bullard Ave - N. Grantland
Avenue to N. CNEL 40.7 11.7 19.6 24.0 26.0 27.2 28.3 29.6 31.6 31.8 32.0 32.9 32.1 26.7 21.3 16.2 8.5 2.8 -1.2 -3.9 -12.3 -25.0 -16.2 -19.3 -24.0 N. Grantland Ave - N. Parkway
Drive to W CNEL 61.6 28.4 36.4 40.8 42.9 44.2 45.5 47.0 49.4 50.3 51.2 53.2 54.2 52.2 51.6 49.2 46.2 44.0 41.3 39.6 35.4 28.6 31.3 28.3 24.1 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 24.9 -0.9 7.3 11.8 13.7 14.7 15.3 15.5 15.0 15.2 15.3 15.4 14.2 7.1 2.5 -12.7 -21.8 -35.2 -60.3 -85.6 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 20.8 -4.0 4.2 8.6 10.6 11.5 12.0 12.1 10.7 10.5 10.2 10.0 8.4 0.7 -4.5 -20.7 -31.4 -46.8 -78.0 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 24.3 -2.0 6.5 11.1 13.2 14.3 15.0 15.6 15.4 14.7 13.8 13.7 12.1 6.2 3.6 -4.7 -15.0 -30.0 -54.7 -90.3 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 21.4 -4.1 4.1 8.5 10.5 11.4 12.0 12.2 11.4 11.5 11.5 11.5 10.2 3.0 -2.3 -18.0 -28.7 -43.1 -72.3 -95.5 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 25.6 0.2 8.4 12.8 14.9 15.9 16.6 17.1 16.8 15.9 14.7 14.6 12.9 5.7 -0.1 -16.1 -28.1 -43.5 -72.2 -94.0 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 18.5 -4.2 3.1 7.2 8.9 9.7 10.0 9.9 8.4 7.8 7.1 6.6 4.7 -3.2 -9.2 -25.7 -38.1 -54.2 -89.0 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 21.6 -3.2 4.9 9.4 11.4 12.4 13.0 13.4 12.7 11.6 10.2 9.7 7.8 0.2 -5.8 -22.4 -35.1 -51.9 -84.6 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 22.9 -2.0 6.2 10.7 12.7 13.6 14.0 14.1 12.8 12.6 12.3 12.1 10.6 3.1 -3.4 -19.2 -34.1 -51.6 -82.7 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 29.5 0.5 8.7 13.3 15.4 16.5 17.6 18.7 20.4 20.6 20.7 21.5 20.7 15.1 10.0 -1.5 -11.0 -20.3 -26.7 -34.4 -50.2 -74.3 -54.2 -57.4 -62.4 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 2 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Grantland Ave - W. Shaw
Avenue to W. CNEL 29.8 3.3 11.1 15.4 17.5 18.5 19.4 20.2 21.2 20.8 20.1 20.4 19.2 13.6 12.0 4.9 -2.5 -13.5 -29.5 -53.5 -79.6 -83.5 -86.6 -91.3 Receiver 2 Fl G LrD,lim dB(A) LrD 69.
1 dB(A)
W. Gettysburg Ave - West of N.

Bryan Ave CNEL 34.1 5.0 12.9 17.3 19.4 20.5 21.7 23.0 25.0 25.3 25.5 26.3 25.6 20.2 14.7 7.5 1.4 -3.8 -6.8 -9.6 -18.0 -31.0 -21.9 -25.0 -29.7 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 43.1 14.8 24.0 28.7 30.9 32.1 33.3 34.5 35.3 34.4 32.6 32.7 30.7 24.7 21.2 10.6 -0.4 -16.5 -43.7 -76.2 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 53.3 22.3 31.6 36.3 38.6 39.9 41.3 42.8 45.1 45.0 44.1 45.1 43.8 38.5 34.5 22.1 13.5 2.3 -11.4 -24.3 -47.6 -81.0 -52.0 -55.6 -61.7 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 42.0 12.7 22.0 26.7 29.0 30.2 31.4 32.8 34.2 33.6 32.2 32.6 30.9 25.0 19.9 4.5 -5.7 -20.0 -45.0 -65.4 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 52.7 20.3 29.6 34.5 36.7 38.1 39.6 41.4 44.1 44.3 43.9 45.1 44.0 39.1 35.3 25.3 17.6 8.0 -2.0 -12.6 -31.1 -58.1 -35.5 -39.1 -45.2 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 64.8 31.8 41.1 45.9 48.2 49.6 51.1 53.0 56.0 56.4 56.2 57.5 56.6 51.8 46.5 39.5 32.7 25.1 19.5 13.7 1.6 -16.2 -2.8 -6.4 -12.5 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 41.8 13.0 22.2 27.0 29.2 30.4 31.6 32.9 34.0 33.2 31.7 32.0 30.1 23.8 19.9 6.4 -3.2 -18.0 -44.0 -71.5 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 63.4 27.2 35.8 40.6 42.8 44.2 45.5 47.1 49.6 50.9 52.4 54.7 56.1 54.6 54.4 52.6 50.1 48.0 44.8 41.7 36.4 30.1 31.6 28.5 24.8 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 46.6 14.7 23.4 28.0 30.3 31.5 32.7 34.0 36.0 36.8 37.5 38.8 38.5 35.9 34.6 31.8 26.4 19.0 8.8 1.1 -9.1 -22.1 -13.3 -16.6 -21.6 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 34.6 7.2 14.7 18.9 20.9 22.0 23.1 24.2 25.9 25.6 25.2 25.8 24.8 21.0 19.4 15.3 9.0 0.3 -11.0 -26.8 -42.8 -66.7 -46.6 -49.6 -54.0 W. Shaw Ave - N. Grantland
Ave to N. CNEL 63.0 26.7 35.3 40.1 42.3 43.7 45.0 46.6 49.1 50.4 51.9 54.2 55.6 54.1 53.9 52.1 49.7 47.6 44.4 41.4 36.0 29.8 31.1 28.1 24.4 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 36.1 6.2 14.8 19.5 21.7 22.9 23.9 25.1 26.8 27.2 27.5 28.4 27.8 22.2 17.3 5.6 -3.8 -13.0 -20.6 -29.3 -45.8 -70.9 -49.9 -53.2 -58.4 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 32.4 3.0 11.6 16.2 18.4 19.6 20.6 21.7 23.2 23.5 23.6 24.5 23.7 18.0 13.8 2.4 -4.9 -14.6 -26.3 -38.9 -58.3 -86.8 -62.4 -65.7 -70.9 W. Ashlan - N. Polk Ave to N.

Cornelia CNEL 33.7 6.1 14.3 18.8 20.9 22.0 22.9 23.8 24.9 24.8 24.5 25.0 24.0 17.8 13.3 0.1 -8.2 -19.1 -33.4 -48.2 -72.3 -76.3 -79.5 -84.5 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 34.9 8.1 16.3 20.8 22.9 23.9 24.8 25.5 26.2 25.8 25.1 25.4 24.2 17.6 12.9 -2.0 -11.0 -23.5 -43.3 -60.6 -91.3 -95.3 -98.5 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 36.7 8.7 16.3 20.5 22.5 23.7 24.8 26.1 28.1 28.0 27.9 28.5 27.5 22.0 16.3 8.7 3.0 -2.1 -4.9 -7.6 -16.0 -29.2 -19.8 -22.8 -27.2 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 34.3 5.9 13.9 18.2 20.3 21.4 22.5 23.6 25.4 25.5 25.5 26.2 25.2 19.5 14.2 7.3 0.2 -7.8 -14.4 -21.0 -33.1 -51.4 -37.0 -40.1 -44.8 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 3 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 25.6 -1.9 6.0 10.3 12.3 13.4 14.4 15.5 17.0 16.8 16.5 17.1 16.1 10.0 6.3 -4.5 -11.2 -20.6 -31.8 -43.4 -61.8 -89.4 -65.6 -68.7 -73.5 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 36.3 6.4 15.0 19.6 21.8 23.0 24.1 25.2 26.9 27.4 27.7 28.6 28.0 22.4 17.5 5.8 -3.7 -12.7 -20.3 -28.9 -45.5 -70.6 -49.7 -53.0 -58.2 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 31.0 5.8 13.7 18.0 19.9 20.9 21.7 22.3 22.5 21.6 20.4 20.3 18.7 11.8 6.3 -9.4 -21.0 -35.5 -60.3 -77.4 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 25.7 -0.3 7.5 11.8 13.7 14.6 15.3 15.7 15.8 16.3 16.6 17.0 16.0 9.4 4.7 -8.8 -17.3 -28.7 -45.9 -67.3 -94.6 -98.9 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 28.1 2.6 10.4 14.7 16.6 17.5 18.1 18.4 18.2 18.5 18.6 18.8 17.8 10.9 6.0 -8.7 -18.3 -30.9 -51.7 -73.4 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 25.2 0.4 8.2 12.5 14.4 15.3 15.7 16.0 15.3 15.4 15.3 15.3 14.0 6.8 1.6 -14.0 -24.6 -38.6 -65.8 -87.2 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 21.8 -2.3 5.5 9.8 11.6 12.5 12.9 13.0 11.8 11.6 11.2 11.0 9.4 1.8 -3.8 -20.0 -31.8 -47.3 -80.6 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 15.9 -7.7 0.1 4.3 6.2 7.0 7.4 7.4 5.7 5.3 4.7 4.2 2.4 -5.5 -11.6 -28.3 -41.1 -58.1 -96.8 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 26.0 -0.6 7.9 12.6 14.7 15.7 16.3 16.7 16.1 16.3 16.5 16.7 15.6 8.5 3.6 -11.7 -22.0 -36.1 -63.1 -88.6 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 26.7 -0.4 8.1 12.8 14.9 15.9 16.6 17.0 16.7 17.1 17.5 17.8 16.9 10.2 4.7 -10.2 -23.1 -38.1 -63.4 -82.8 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 27.8 0.4 9.0 13.7 15.8 16.8 17.5 18.0 17.8 18.3 18.7 19.2 18.3 11.7 6.2 -8.5 -21.1 -35.8 -59.4 -78.2 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 26.7 -0.7 7.9 12.6 14.7 15.7 16.4 16.9 16.7 17.2 17.6 18.1 17.2 10.6 5.1 -9.6 -22.4 -36.9 -60.2 -79.3 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 25.3 -0.8 7.8 12.4 14.5 15.5 16.1 16.3 15.3 15.4 15.4 15.4 14.1 6.8 1.2 -14.7 -26.8 -42.4 -76.0 -98.8 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 19.5 -5.2 3.0 7.5 9.5 10.4 10.8 10.9 9.5 9.2 8.8 8.6 6.9 -0.7 -6.6 -23.1 -35.6 -52.2 -91.3 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 23.5 -1.7 6.4 10.9 12.9 13.9 14.6 15.0 14.6 13.6 12.4 12.2 10.4 3.0 -2.6 -18.5 -30.0 -45.7 -75.1 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 19.3 -6.2 1.9 6.4 8.4 9.4 10.2 10.7 10.5 9.6 8.6 8.4 6.8 -0.2 -6.4 -22.1 -35.9 -52.3 -78.1 -99.1 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 18.0 -7.7 0.5 4.9 7.0 8.0 8.7 9.3 9.2 8.4 7.4 7.4 5.8 -1.1 -7.2 -22.7 -36.4 -52.4 -77.9 -97.5 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 15.6 -10.0 -1.9 2.5 4.5 5.6 6.3 6.8 6.8 6.0 5.0 5.0 3.4 -3.5 -9.7 -25.2 -39.0 -55.0 -79.4 -100.0 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 22.4 -2.5 5.6 10.1 12.1 13.1 13.7 14.1 13.5 12.3 11.0 10.6 8.6 1.1 -4.7 -21.3 -33.4 -50.0 -82.5 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 4 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 44.9 13.1 21.7 26.4 28.6 29.9 31.0 32.3 34.4 35.1 35.9 37.1 36.9 34.2 32.8 30.1 24.8 17.5 7.3 0.6 -10.0 -22.7 -14.2 -17.5 -22.5 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 45.5 16.1 24.0 28.4 30.5 31.6 32.8 34.1 36.2 36.5 36.8 37.8 37.3 32.2 27.2 24.4 14.7 9.6 6.0 4.4 -3.1 -14.6 -7.0 -10.1 -14.8 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 36.3 8.3 16.2 20.5 22.5 23.5 24.3 25.1 26.0 27.0 27.9 28.7 28.0 22.0 16.5 8.0 -0.3 -8.5 -16.6 -26.4 -39.1 -57.8 -43.3 -46.4 -50.7 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 54.8 19.1 27.5 32.1 34.2 35.5 36.6 37.8 39.5 41.5 43.6 45.9 47.5 45.9 46.1 44.6 42.4 40.1 36.0 31.3 25.5 19.3 20.4 17.6 14.7 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 40.6 10.4 18.7 23.3 25.4 26.5 27.5 28.5 29.8 31.1 32.4 33.5 33.1 27.8 22.6 18.3 8.7 2.5 -4.4 -9.4 -18.7 -31.4 -23.3 -26.4 -30.7 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 37.4 10.4 17.8 22.0 24.0 25.1 26.2 27.3 29.0 28.7 28.2 28.7 27.6 21.7 16.5 5.8 -3.7 -12.6 -18.0 -24.7 -39.8 -63.2 -43.5 -46.6 -51.0 N. Polk Ave - North of W. Shaw
Avenue CNEL 28.4 1.2 8.7 12.9 14.9 16.0 17.1 18.2 19.9 19.7 19.2 19.8 18.7 12.8 7.4 -2.8 -12.8 -20.1 -25.0 -31.5 -46.3 -69.0 -50.0 -53.1 -57.5 Bullard Ave - N Garfield to N.

Grantland CNEL 33.3 4.8 12.7 17.0 19.1 20.3 21.3 22.5 24.4 24.5 24.5 25.3 24.3 18.7 13.5 6.9 1.3 -6.0 -12.2 -18.1 -28.6 -44.6 -32.4 -35.6 -40.2 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 38.7 8.0 16.3 20.8 23.0 24.2 25.4 26.7 28.8 29.5 30.1 31.3 31.0 26.4 21.7 17.6 9.0 4.3 0.5 -1.5 -8.1 -18.3 -12.1 -15.4 -20.3 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 41.2 12.6 20.5 24.9 27.0 28.1 29.2 30.4 32.3 32.4 32.4 33.2 32.2 26.6 21.3 14.6 9.0 1.8 -4.2 -9.9 -20.3 -36.3 -24.2 -27.3 -32.0 Bullard Ave - N Garfield Avenue
to N. Gr CNEL 26.4 -1.3 6.6 10.9 13.0 14.1 15.1 16.2 17.7 17.6 17.4 18.0 17.0 11.1 6.8 -3.3 -10.4 -19.4 -29.1 -39.6 -56.5 -81.8 -60.3 -63.5 -68.2 Bullard Ave - N. Grantland
Avenue to N. CNEL 36.5 8.3 16.2 20.5 22.6 23.7 24.8 25.9 27.7 27.7 27.7 28.3 27.4 21.7 16.2 6.5 -3.8 -11.2 -16.0 -22.3 -36.5 -58.0 -40.3 -43.4 -48.2 N. Grantland Ave - N. Parkway
Drive to W CNEL 38.4 10.9 18.8 23.1 25.2 26.3 27.3 28.3 29.8 29.6 29.3 29.9 28.9 22.8 18.9 8.2 1.4 -7.7 -18.1 -29.2 -46.2 -71.7 -50.1 -53.2 -57.9 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 41.1 8.8 17.1 21.6 23.7 24.9 25.8 26.8 28.1 29.6 31.3 33.2 34.4 31.9 31.0 27.4 21.8 13.5 2.8 -16.8 -26.2 -42.0 -31.1 -34.0 -37.4 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 33.4 3.5 11.8 16.3 18.4 19.4 20.2 20.9 21.6 22.7 23.9 25.4 26.3 23.0 21.6 17.1 10.4 0.2 -13.3 -38.4 -63.4 -91.7 -68.0 -71.0 -74.7 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 33.4 4.2 12.7 17.4 19.5 20.7 21.7 22.7 24.2 24.4 24.5 25.3 24.5 18.6 15.4 4.7 -1.7 -11.5 -24.4 -39.4 -59.2 -88.1 -63.3 -66.6 -71.8 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 33.8 4.6 12.9 17.4 19.5 20.6 21.4 22.3 23.3 24.5 25.5 26.4 25.8 20.0 14.8 7.7 0.6 -7.7 -16.5 -29.2 -42.0 -60.9 -46.5 -49.6 -53.9 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 35.5 7.0 15.3 19.8 21.9 23.0 24.0 25.0 26.5 26.6 26.6 27.3 26.4 20.5 16.4 5.4 -1.7 -11.2 -22.5 -34.6 -53.3 -81.0 -57.3 -60.5 -65.4 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 28.2 2.5 9.9 14.0 15.9 16.8 17.4 17.9 18.4 18.9 19.3 19.7 18.8 12.3 8.2 -4.1 -10.6 -20.4 -33.4 -50.6 -70.4 -99.3 -74.4 -77.4 -81.6 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 5 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 33.0 5.4 13.6 18.1 20.2 21.3 22.2 23.1 24.2 24.1 23.8 24.3 23.3 17.1 12.6 -0.6 -8.9 -19.8 -34.1 -49.0 -73.0 -77.0 -80.3 -85.2 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 33.4 6.0 14.2 18.7 20.8 21.8 22.5 23.0 23.3 24.0 24.5 25.1 24.3 17.9 12.7 -1.3 -12.2 -24.8 -41.9 -57.5 -83.0 -87.4 -90.6 -95.1 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 31.0 4.4 12.7 17.2 19.2 20.1 20.8 21.2 21.1 21.5 21.8 22.2 21.2 14.5 9.6 -5.0 -14.6 -27.2 -48.0 -70.1 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 28.0 2.9 10.7 15.0 17.0 18.0 18.7 19.3 19.5 18.6 17.4 17.3 15.7 8.7 3.6 -11.8 -22.0 -35.9 -60.1 -79.8 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 21.5 -3.4 4.4 8.7 10.7 11.7 12.4 13.0 13.0 12.0 10.7 10.5 8.8 1.7 -4.0 -19.8 -31.8 -46.9 -73.9 -91.9 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 26.3 -0.6 7.6 12.1 14.1 15.1 15.8 16.2 16.3 16.8 17.2 17.6 16.8 10.1 5.6 -9.1 -17.6 -29.5 -48.9 -69.7 -97.7 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 29.5 2.8 11.0 15.5 17.5 18.6 19.4 20.1 20.8 20.3 19.7 20.0 18.7 12.2 7.5 -7.5 -16.5 -29.1 -49.0 -66.6 -97.3 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 27.5 1.7 9.9 14.4 16.4 17.3 17.9 18.1 17.6 17.8 17.8 17.9 16.8 9.7 4.5 -11.0 -21.7 -35.7 -63.2 -85.1 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 23.8 -0.4 7.4 11.7 13.6 14.4 14.8 14.9 13.8 13.6 13.3 13.0 11.5 4.0 -1.7 -17.8 -29.9 -45.4 -78.5 N Brawley Ave - N. Parkway
Drive to W. D CNEL 23.0 -0.9 6.9 11.1 13.0 13.8 14.2 14.3 12.9 12.6 12.2 11.8 10.2 2.6 -3.8 -19.7 -34.3 -52.0 -82.4 W. Sheilds Ave - West of N.

Grantland Av CNEL 25.9 -1.3 7.3 12.0 14.1 15.1 15.8 16.2 15.9 16.3 16.6 17.0 16.0 9.3 3.8 -11.1 -23.8 -38.9 -64.5 -83.7 N. Grantland Ave - W Shields
Avenue to W CNEL 25.2 -1.8 6.7 11.4 13.5 14.5 15.3 16.0 16.3 15.9 15.2 15.4 14.2 7.3 3.3 -10.6 -19.1 -32.4 -55.7 -80.4 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 19.4 -7.6 0.5 5.0 7.0 8.0 8.6 9.0 8.7 9.2 9.8 10.6 10.8 6.5 4.1 -1.8 -10.8 -24.5 -44.9 -78.8 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 22.0 -3.8 4.4 8.9 10.9 11.8 12.4 12.6 12.1 12.2 12.3 12.4 11.3 4.0 -0.6 -15.7 -24.9 -38.3 -63.6 -89.4 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 25.7 -0.1 8.0 12.5 14.5 15.5 16.3 16.9 16.9 16.2 15.2 15.2 13.7 6.7 1.4 -14.3 -24.9 -39.3 -65.6 -85.5 N. Cornelia Ave - W Shields
Avenue to W. CNEL 24.3 0.2 8.0 12.3 14.2 15.0 15.4 15.5 14.3 14.1 13.7 13.4 11.8 4.3 -1.5 -17.7 -29.9 -45.5 -79.9 N. Blythe Ave - W Shields
Avenue to W. C CNEL 20.9 -2.8 5.0 9.2 11.1 11.9 12.3 12.3 10.7 10.3 9.8 9.3 7.6 -0.3 -6.3 -22.9 -35.8 -52.5 -90.9 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 21.4 -3.2 5.0 9.4 11.4 12.3 12.8 12.8 11.3 11.0 10.6 10.2 8.6 0.8 -5.0 -21.6 -34.1 -50.8 -88.8 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 37.9 7.2 15.5 20.0 22.2 23.4 24.6 25.9 28.0 28.7 29.3 30.6 30.3 25.7 21.0 17.2 8.4 3.6 -0.2 -2.2 -8.8 -19.1 -12.8 -16.0 -21.0 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 6 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Grantland Ave - W. Shaw
Avenue to W. CNEL 42.1 12.9 20.8 25.2 27.3 28.5 29.6 30.9 32.9 33.2 33.5 34.4 33.7 28.6 23.5 19.8 10.9 5.5 1.4 -0.7 -8.5 -20.4 -12.4 -15.5 -20.2 N. Grantland Ave - W. Dakota
Avenue to W CNEL 29.5 1.5 10.1 14.7 16.8 17.9 18.8 19.7 20.6 20.5 20.2 20.8 19.8 13.4 9.6 -3.9 -11.5 -23.1 -41.0 -59.8 -87.2 -91.4 -94.7 -99.9 Receiver 3 Fl G LrD,lim dB(A) LrD 67.
6 dB(A)
W. Gettysburg Ave - West of N.

Bryan Ave CNEL 32.6 3.3 11.2 15.6 17.6 18.8 19.9 21.2 23.1 23.3 23.5 24.4 23.7 20.5 18.6 15.5 10.1 2.3 -6.5 -15.9 -25.2 -39.9 -29.1 -32.2 -36.8 SR99 - W. Dakota Avenue to W.

Sheilds Av CNEL 45.1 16.8 26.0 30.8 33.0 34.2 35.4 36.5 37.4 36.4 34.7 34.9 32.9 26.5 21.5 6.4 -4.0 -19.5 -46.9 -73.6 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 43.6 14.4 23.7 28.4 30.7 31.9 33.1 34.4 35.8 35.1 33.7 34.1 32.4 26.4 20.9 5.1 -6.4 -21.4 -46.1 -66.0 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 47.2 17.4 26.6 31.4 33.6 34.9 36.2 37.6 39.3 38.9 37.7 38.3 36.8 31.0 27.0 12.9 4.6 -8.4 -29.4 -49.5 -82.8 -87.2 -90.8 -96.9 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 59.3 26.5 35.8 40.7 43.0 44.3 45.8 47.7 50.6 50.9 50.6 51.8 50.9 46.1 41.4 33.4 25.9 17.5 10.9 4.0 -9.3 -28.8 -13.7 -17.4 -23.4 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 46.9 15.9 25.1 29.9 32.2 33.5 34.9 36.5 38.7 38.6 37.8 38.7 37.5 32.1 27.9 14.5 5.9 -5.7 -21.0 -36.0 -62.9 -67.3 -70.9 -77.0 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 58.5 25.0 34.3 39.2 41.5 42.9 44.5 46.4 49.6 50.1 50.0 51.4 50.5 45.9 40.1 32.6 27.7 21.5 16.7 11.8 0.8 -15.5 -3.7 -7.3 -13.3 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 14.5 -10.1 -2.3 2.0 3.8 4.7 5.2 5.3 4.6 4.5 4.4 4.3 2.9 -4.3 -9.9 -25.6 -37.7 -52.8 -85.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 14.1 -10.3 -2.5 1.8 3.6 4.5 5.0 5.1 4.2 4.1 3.9 3.8 2.4 -4.9 -10.6 -26.4 -38.9 -54.4 -87.9 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 9.5 -14.8 -7.0 -2.8 -0.9 0.0 0.4 0.5 -0.4 -0.5 -0.8 -0.9 -2.4 -9.8 -15.5 -31.4 -44.0 -59.6 -94.4 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 12.4 -11.8 -4.0 0.3 2.2 3.0 3.5 3.6 2.5 2.3 2.0 1.7 0.2 -7.5 -11.5 -25.8 -35.0 -49.5 -76.3 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 63.6 30.6 40.0 44.8 47.1 48.4 50.0 51.8 54.7 55.1 54.9 56.2 55.3 50.7 45.8 38.8 33.5 26.5 20.8 15.2 4.4 -11.5 0.0 -3.6 -9.6 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 46.3 15.8 25.1 29.9 32.1 33.4 34.8 36.3 38.3 38.1 37.0 37.8 36.4 30.9 28.4 17.7 10.0 -2.1 -20.9 -43.1 -74.0 -78.4 -82.0 -88.0 CNEL 13.6 -12.7 -4.2 0.4 2.5 3.5 4.3 4.8 4.7 4.1 3.2 3.2 1.7 -5.4 -10.4 -26.3 -36.6 -51.7 -81.2 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 49.0 17.1 25.8 30.5 32.7 34.0 35.2 36.6 38.7 39.6 40.4 41.8 41.7 37.2 33.1 29.7 22.4 17.4 11.3 8.2 1.5 -8.7 -2.7 -6.0 -11.1 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 51.0 18.7 27.4 32.1 34.3 35.6 36.8 38.3 40.5 41.4 42.3 43.8 43.9 39.6 35.5 31.0 23.0 19.3 14.4 12.1 5.8 -3.8 1.6 -1.7 -6.8 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 39.9 11.9 19.4 23.6 25.7 26.8 28.0 29.2 31.2 31.2 31.0 31.7 30.7 25.5 21.3 15.3 11.9 5.4 -0.4 -4.3 -13.0 -26.6 -16.7 -19.7 -24.2 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 7 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Shaw Ave - N. Grantland
Ave to N. CNEL 42.0 11.6 20.2 24.9 27.1 28.3 29.4 30.6 32.5 33.1 33.5 34.5 33.9 28.4 23.5 17.2 10.6 2.6 -5.0 -12.9 -24.7 -42.2 -28.8 -32.1 -37.3 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 41.4 10.5 19.1 23.8 26.0 27.3 28.4 29.7 31.7 32.4 33.0 34.1 33.5 28.2 22.5 14.2 9.0 2.5 -2.2 -6.6 -16.1 -30.4 -20.2 -23.6 -28.7 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 40.5 9.5 18.1 22.8 25.0 26.2 27.4 28.8 30.8 31.5 32.2 33.3 32.7 27.5 21.8 12.0 8.4 2.7 -1.5 -5.5 -14.6 -28.4 -18.8 -22.1 -27.2 W. Ashlan - N. Polk Ave to N.

Cornelia CNEL 41.1 11.6 19.9 24.4 26.6 27.7 28.8 30.0 31.9 32.2 32.5 33.4 32.6 27.1 21.9 15.8 9.1 1.2 -5.9 -13.0 -24.6 -42.1 -28.6 -31.8 -36.7 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 40.7 12.2 20.5 25.0 27.1 28.2 29.2 30.3 31.8 31.9 31.8 32.5 31.7 25.7 21.7 10.5 3.5 -5.9 -16.8 -28.3 -46.0 -72.4 -50.0 -53.2 -58.1 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 47.9 16.5 24.1 28.3 30.4 31.6 32.9 34.4 36.7 37.2 37.8 39.4 40.1 38.0 37.2 35.0 32.1 29.7 26.1 23.9 20.3 14.7 16.5 13.5 9.3 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 56.4 22.7 30.7 35.1 37.3 38.5 39.8 41.4 43.8 44.7 45.7 47.8 48.9 47.1 46.8 44.8 42.3 40.4 37.7 35.6 30.7 23.9 26.4 23.4 19.5 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 35.9 5.7 13.6 18.0 20.1 21.3 22.4 23.8 25.8 26.3 26.7 27.9 27.7 24.9 23.5 21.2 16.1 10.2 1.1 -3.5 -11.5 -22.0 -15.4 -18.5 -23.1 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 37.4 7.2 15.8 20.5 22.7 23.9 25.0 26.2 27.9 28.4 28.8 29.8 29.1 23.6 18.7 10.7 3.5 -4.9 -13.1 -22.0 -35.7 -56.0 -39.8 -43.1 -48.3 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 35.8 9.1 17.0 21.3 23.3 24.4 25.3 26.2 27.2 26.8 26.2 26.6 25.4 19.1 14.6 0.9 -7.3 -18.4 -33.2 -47.3 -72.3 -76.1 -79.3 -84.0 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 31.3 3.7 11.5 15.9 17.8 18.8 19.6 20.3 21.1 22.0 22.7 23.4 22.8 16.7 11.6 -0.9 -10.3 -19.9 -29.5 -40.6 -57.6 -83.0 -61.8 -64.9 -69.2 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 33.8 6.6 14.5 18.8 20.8 21.7 22.4 23.1 23.7 24.5 25.1 25.8 25.0 18.8 14.1 0.9 -6.8 -16.9 -28.9 -43.0 -62.1 -90.2 -66.4 -69.5 -73.8 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 30.3 3.9 11.8 16.1 18.0 18.9 19.6 20.1 20.4 21.0 21.4 21.9 21.0 14.5 9.9 -3.7 -11.9 -22.8 -38.0 -56.6 -80.3 -84.6 -87.7 -92.0 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 26.2 0.6 8.5 12.8 14.7 15.6 16.1 16.5 16.3 16.6 16.8 17.0 15.9 9.0 4.4 -10.3 -19.0 -31.2 -51.6 -73.5 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 19.7 -5.2 2.6 6.9 8.8 9.7 10.2 10.4 9.8 9.9 9.8 9.8 8.5 1.3 -3.6 -19.2 -29.0 -42.7 -70.2 -92.0 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 30.7 2.4 11.0 15.7 17.8 18.9 19.6 20.2 20.5 21.3 21.9 22.6 21.9 15.6 10.7 -3.3 -12.9 -24.9 -42.9 -62.5 -89.7 -94.4 -97.7 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 31.0 2.4 11.0 15.7 17.8 18.9 19.7 20.4 20.8 21.6 22.4 23.1 22.5 16.3 11.2 -2.7 -13.8 -26.2 -42.6 -58.7 -84.1 -88.8 -92.1 -96.6 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 31.2 2.7 11.2 15.9 18.1 19.2 19.9 20.6 21.0 21.8 22.5 23.2 22.6 16.4 11.2 -2.6 -13.3 -26.2 -43.6 -59.4 -85.2 -89.9 -93.2 -97.8 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 28.8 0.7 9.3 13.9 16.1 17.1 17.9 18.5 18.7 19.4 19.9 20.5 19.8 13.4 8.8 -4.9 -13.7 -25.5 -43.7 -66.3 -95.0 -99.7 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 8 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 29.8 2.1 10.7 15.4 17.5 18.5 19.2 19.7 19.8 20.3 20.8 21.3 20.5 13.9 9.1 -5.4 -15.2 -27.8 -48.7 -70.7 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 26.6 0.7 8.9 13.4 15.4 16.3 16.9 17.2 16.7 16.9 17.0 17.2 16.1 9.0 4.0 -11.4 -21.9 -35.7 -62.2 -84.2 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 25.6 0.4 8.6 13.1 15.1 16.0 16.5 16.7 15.6 15.6 15.4 15.4 14.0 6.6 1.0 -15.0 -26.9 -42.3 -76.0 -97.2 W. Sheilds Ave - N. Valentine
Ave to N. CNEL 21.0 -3.6 4.6 9.1 11.0 11.9 12.4 12.4 10.9 10.7 10.2 9.9 8.2 0.5 -5.4 -22.0 -34.8 -51.6 -90.9 Shields Ave & Valentine Ave
East CNEL 16.3 -8.5 -0.3 4.2 6.2 7.1 7.5 7.6 6.3 6.0 5.7 5.4 3.9 -3.8 -9.6 -26.0 -38.5 -54.9 -93.3 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 27.1 0.6 8.8 13.3 15.4 16.4 17.2 17.9 18.4 17.8 17.1 17.3 16.0 9.4 3.9 -11.3 -23.3 -37.6 -58.5 -75.1 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 22.6 -4.0 4.2 8.6 10.7 11.7 12.6 13.3 13.9 13.4 12.8 13.0 11.8 5.3 -0.2 -15.2 -27.2 -41.0 -60.3 -76.7 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 20.6 -5.9 2.3 6.8 8.8 9.8 10.7 11.4 11.9 11.5 10.8 11.0 9.7 3.2 -2.1 -17.3 -28.8 -43.1 -64.3 -79.3 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 17.4 -8.8 -0.7 3.8 5.8 6.9 7.7 8.3 8.7 8.1 7.4 7.5 6.2 -0.5 -6.0 -21.3 -33.4 -48.0 -69.9 -86.7 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 28.7 2.6 10.8 15.3 17.3 18.3 19.1 19.7 20.0 19.3 18.4 18.5 17.0 10.1 5.1 -10.2 -20.2 -34.1 -58.8 -79.4 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 28.8 3.3 11.5 15.9 17.9 18.9 19.7 20.2 20.1 19.2 18.1 18.0 16.3 9.2 3.7 -12.2 -23.7 -38.8 -67.1 -88.1 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 36.5 7.2 15.8 20.5 22.6 23.8 24.8 25.9 27.3 27.6 27.7 28.5 27.7 21.8 18.4 7.6 1.1 -8.6 -21.1 -35.5 -54.8 -83.1 -58.9 -62.3 -67.5 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 36.1 8.5 16.4 20.7 22.8 23.9 24.9 25.9 27.4 27.2 26.9 27.5 26.5 20.5 16.1 4.5 -3.2 -12.6 -22.7 -33.3 -51.8 -79.5 -55.7 -58.8 -63.5 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 34.0 6.5 14.4 18.7 20.7 21.7 22.4 23.1 23.9 24.8 25.5 26.2 25.5 19.4 14.4 1.3 -7.1 -17.5 -27.8 -39.0 -56.2 -82.1 -60.4 -63.5 -67.8 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 39.5 9.5 17.8 22.4 24.5 25.6 26.6 27.5 28.8 30.1 31.3 32.3 31.8 26.3 20.5 10.9 6.1 0.0 -6.5 -12.7 -22.3 -36.4 -26.8 -30.0 -34.3 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 57.8 23.0 31.3 35.9 38.1 39.3 40.4 41.6 43.4 45.3 47.3 49.5 51.0 48.9 48.5 46.3 43.4 41.0 37.3 33.5 28.5 22.9 23.3 20.4 17.4 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 46.5 17.7 25.2 29.4 31.5 32.7 33.9 35.2 37.4 37.5 37.7 38.7 38.3 33.7 29.3 24.8 16.7 13.4 10.3 9.2 3.4 -6.1 -0.4 -3.4 -7.8 N. Polk Ave - North of W. Shaw
Avenue CNEL 33.5 5.5 13.0 17.2 19.2 20.4 21.5 22.8 24.8 24.8 24.6 25.3 24.2 19.1 14.9 8.8 5.5 -1.1 -6.8 -10.7 -19.5 -33.1 -23.2 -26.2 -30.6 Bullard Ave - N Garfield to N.

Grantland CNEL 25.8 -1.0 6.9 11.2 13.2 14.3 15.2 16.1 17.2 16.9 16.3 16.7 15.6 9.3 4.8 -8.3 -16.7 -27.3 -40.6 -54.2 -77.3 -81.2 -84.3 -89.0 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 9 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 31.7 2.5 10.8 15.3 17.4 18.6 19.6 20.8 22.5 22.9 23.0 23.9 23.1 17.5 12.1 2.4 -7.8 -15.8 -21.2 -27.8 -42.0 -63.4 -46.0 -49.2 -54.2 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 33.7 6.8 14.7 19.0 21.1 22.1 23.0 24.0 25.1 24.8 24.3 24.7 23.5 17.3 12.7 -0.4 -9.0 -19.6 -32.6 -45.9 -69.0 -72.8 -75.9 -80.7 Bullard Ave - N Garfield Avenue
to N. Gr CNEL 20.4 -5.6 2.2 6.5 8.5 9.5 10.4 11.2 11.9 11.3 10.5 10.7 9.4 2.9 -2.1 -16.5 -26.2 -38.4 -55.4 -71.6 Bullard Ave - N. Grantland
Avenue to N. CNEL 30.5 3.7 11.6 15.9 17.9 19.0 19.9 20.8 21.9 21.6 21.0 21.4 20.3 14.2 8.8 -4.6 -16.1 -27.9 -39.2 -50.8 -74.7 -78.5 -81.7 -86.4 N. Grantland Ave - N. Parkway
Drive to W CNEL 33.0 7.0 14.8 19.1 21.1 22.2 23.0 23.8 24.5 23.8 23.0 23.2 21.8 15.2 10.3 -4.5 -14.0 -26.2 -44.0 -60.1 -89.2 -93.1 -96.2 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 39.8 10.0 18.3 22.8 24.9 26.1 27.0 28.0 29.2 30.5 31.6 32.6 32.1 26.4 20.7 12.2 6.2 -0.9 -7.6 -14.4 -24.3 -38.9 -28.8 -32.0 -36.3 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 34.4 5.7 14.0 18.5 20.6 21.6 22.4 23.2 24.1 25.1 26.0 26.8 26.2 20.2 15.4 6.2 -1.0 -9.8 -19.3 -32.9 -47.0 -67.6 -51.5 -54.6 -59.0 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 33.6 4.3 12.9 17.5 19.7 20.9 21.9 22.9 24.3 24.6 24.7 25.5 24.8 18.9 15.1 3.9 -3.1 -13.0 -25.6 -39.8 -60.2 -90.0 -64.3 -67.7 -72.8 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 49.9 16.0 24.3 28.9 31.0 32.2 33.3 34.5 36.2 37.9 39.9 41.9 43.1 40.7 40.0 37.6 34.7 32.2 27.6 22.5 16.5 10.3 11.5 8.6 5.4 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 45.6 14.9 23.2 27.8 29.9 31.1 32.3 33.7 35.8 36.4 37.0 38.2 38.0 33.3 28.8 25.0 16.8 11.7 7.2 5.1 -1.5 -11.6 -5.5 -8.7 -13.6 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 34.6 7.3 14.8 18.9 20.8 21.8 22.5 23.3 24.3 25.2 26.0 26.7 26.0 21.3 18.7 15.0 9.6 1.6 -7.8 -21.8 -31.2 -46.4 -35.3 -38.3 -42.3 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 40.0 10.7 18.9 23.5 25.6 26.8 27.8 29.0 30.8 31.2 31.4 32.3 31.5 25.9 21.0 14.9 8.4 0.4 -7.0 -14.6 -26.3 -43.8 -30.3 -33.5 -38.4 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 40.1 10.9 19.2 23.7 25.8 26.9 27.8 28.6 29.6 30.7 31.7 32.6 32.1 26.3 20.8 11.0 1.3 -7.5 -15.8 -25.9 -40.5 -62.0 -45.0 -48.2 -52.5 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 37.2 8.7 17.0 21.5 23.6 24.6 25.4 26.2 26.9 27.8 28.7 29.4 28.8 22.7 18.6 7.4 0.8 -8.6 -20.6 -37.6 -55.9 -82.5 -60.4 -63.6 -67.9 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 32.9 6.2 14.1 18.4 20.4 21.5 22.4 23.3 24.4 24.0 23.4 23.8 22.6 16.3 11.9 -0.7 -8.8 -19.6 -34.1 -49.6 -74.3 -78.2 -81.3 -86.0 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 26.0 -0.4 7.5 11.8 13.8 14.9 15.7 16.5 17.5 16.9 16.2 16.5 15.2 8.7 4.3 -10.1 -18.4 -30.1 -47.3 -63.1 -91.3 -95.2 -98.3 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 30.9 2.5 10.7 15.3 17.3 18.4 19.1 19.8 20.5 21.4 22.2 22.9 22.3 17.0 15.6 9.6 3.3 -6.3 -19.5 -43.1 -64.2 -91.7 -68.7 -71.9 -76.1 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 34.6 6.4 14.6 19.1 21.2 22.3 23.3 24.3 25.7 25.7 25.6 26.3 25.4 19.3 15.8 4.6 -2.1 -11.7 -24.0 -37.4 -56.7 -85.1 -60.7 -63.9 -68.8 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 32.6 5.1 13.3 17.8 19.9 20.9 21.6 22.2 22.5 23.2 23.8 24.4 23.6 17.2 12.7 -1.0 -9.1 -20.1 -35.6 -54.9 -79.0 -83.5 -86.7 -91.2 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 10 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 28.2 2.6 10.4 14.7 16.6 17.5 18.1 18.5 18.4 18.7 18.9 19.1 18.1 11.3 6.3 -8.3 -18.0 -30.5 -50.7 -71.0 N Brawley Ave - N. Parkway
Drive to W. D CNEL 27.0 1.8 9.6 13.9 15.8 16.7 17.2 17.5 17.2 17.4 17.4 17.6 16.5 9.6 4.0 -10.9 -23.2 -37.9 -61.9 -79.4 N Brawley Ave - W Shields
Avenue to W. C CNEL 25.0 0.8 8.6 12.9 14.8 15.6 16.0 16.1 15.1 14.9 14.6 14.4 12.9 5.5 -0.2 -16.2 -28.1 -43.4 -75.8 -97.2 W. Sheilds Ave - West of N.

Grantland Av CNEL 26.7 -0.7 7.8 12.5 14.6 15.7 16.4 16.8 16.7 17.2 17.6 18.0 17.1 10.4 6.1 -8.2 -16.8 -29.4 -51.0 -76.4 N. Grantland Ave - W Shields
Avenue to W CNEL 26.6 -0.8 7.7 12.3 14.4 15.5 16.4 17.1 17.7 17.5 17.0 17.4 16.2 9.7 5.2 -9.8 -18.5 -31.3 -52.8 -72.1 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 20.8 -5.9 2.2 6.7 8.7 9.7 10.4 10.8 10.8 11.3 11.6 12.0 11.1 4.4 0.2 -14.2 -22.1 -33.9 -53.3 -76.3 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 25.6 -1.5 6.7 11.2 13.2 14.2 14.9 15.4 15.5 16.0 16.4 16.8 16.0 10.2 8.7 1.5 -6.0 -17.2 -34.1 -63.0 -94.9 -99.5 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 29.6 2.5 10.7 15.2 17.3 18.3 19.2 20.0 20.9 20.6 20.1 20.5 19.4 12.8 9.2 -3.8 -11.2 -22.6 -40.0 -59.1 -86.4 -90.4 -93.6 -98.5 N. Cornelia Ave - W Shields
Avenue to W. CNEL 28.3 2.9 10.8 15.0 16.9 17.8 18.4 18.7 18.5 18.7 18.8 19.0 17.9 11.0 6.3 -8.7 -17.6 -30.1 -51.6 -73.2 N. Blythe Ave - W Shields
Avenue to W. C CNEL 26.0 1.1 9.0 13.2 15.1 16.0 16.5 16.7 16.1 16.2 16.1 16.2 14.9 7.7 2.6 -13.0 -23.5 -37.3 -63.8 -85.1 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 28.0 2.1 10.3 14.8 16.8 17.8 18.3 18.6 18.1 18.3 18.3 18.5 17.3 10.2 5.2 -10.2 -20.6 -34.6 -61.3 -84.3 N. Valentine Ave - N. Parkway
Drive to W CNEL 20.1 -3.9 3.9 8.1 10.0 10.8 11.3 11.3 10.1 9.9 9.4 9.2 7.6 0.0 -6.0 -21.9 -35.1 -51.3 -82.6 N. Valentine Ave - W Shields
Avenue to W CNEL 18.2 -5.4 2.4 6.6 8.5 9.3 9.7 9.7 8.1 7.7 7.1 6.7 4.9 -2.9 -9.1 -25.5 -38.7 -55.6 -91.3 W. Clinton Ave - N Brawley Ave
to N. Val CNEL 27.4 2.4 10.6 15.1 17.1 18.1 18.7 19.1 18.5 17.5 16.1 15.8 13.9 6.5 0.4 -16.0 -28.7 -45.2 -77.2 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 27.9 -0.7 7.5 12.0 14.1 15.3 16.3 17.3 18.9 19.0 19.0 19.7 18.9 13.1 8.3 -4.2 -13.9 -23.5 -31.7 -40.6 -58.2 -84.8 -62.2 -65.5 -70.4 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 35.3 7.4 15.3 19.6 21.7 22.8 23.8 24.9 26.5 26.5 26.3 27.0 26.0 20.2 15.2 3.5 -6.2 -14.8 -21.3 -29.1 -45.5 -70.6 -49.4 -52.5 -57.2 N. Grantland Ave - W. Dakota
Avenue to W CNEL 30.7 2.3 10.8 15.5 17.6 18.8 19.7 20.6 21.7 21.7 21.6 22.2 21.3 15.2 10.5 -3.6 -12.8 -24.6 -40.1 -54.3 -79.7 -83.8 -87.2 -92.4 Receiver 4 Fl G LrD,lim dB(A) LrD 71.
0 dB(A)
W. Gettysburg Ave - West of N.

Bryan Ave CNEL 36.3 6.6 14.5 18.9 21.0 22.2 23.3 24.7 26.8 27.2 27.6 28.7 28.3 23.5 18.7 16.4 6.9 1.6 -2.1 -3.4 -10.3 -21.1 -14.1 -17.3 -22.0 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 11 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
SR99 - W. Dakota Avenue to W.

Sheilds Av CNEL 36.0 8.0 17.3 22.0 24.2 25.4 26.5 27.7 28.2 27.2 25.2 25.2 23.0 16.4 11.8 -2.6 -13.4 -29.9 -59.5 -91.2 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 41.2 13.0 22.2 27.0 29.2 30.4 31.6 32.7 33.5 32.5 30.7 30.9 28.8 22.6 16.2 0.1 -13.9 -31.3 -61.4 -82.5 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 44.4 15.6 24.9 29.6 31.8 33.0 34.3 35.5 36.6 35.9 34.3 34.6 32.7 26.6 21.4 5.9 -4.8 -20.3 -50.1 -68.7 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 53.0 22.1 31.4 36.2 38.4 39.7 41.1 42.6 44.8 44.7 43.8 44.7 43.5 38.2 33.3 19.7 9.3 -2.5 -16.2 -30.1 -56.1 -94.0 -60.5 -64.1 -70.2 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 43.2 13.5 22.7 27.5 29.7 31.0 32.3 33.7 35.3 34.9 33.6 34.3 32.8 27.1 21.5 6.1 -5.8 -19.9 -39.7 -57.8 -93.5 -97.9 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 49.9 18.4 27.7 32.5 34.7 36.0 37.5 39.1 41.6 41.6 41.0 42.0 40.9 35.8 30.9 18.6 7.1 -4.1 -14.9 -26.9 -51.0 -86.5 -55.5 -59.1 -65.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 12.4 -11.5 -3.7 0.6 2.4 3.3 3.7 3.7 2.4 2.0 1.6 1.2 -0.5 -8.3 -13.4 -29.6 -40.1 -55.7 -87.6 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 12.1 -11.7 -3.9 0.4 2.3 3.1 3.5 3.5 2.0 1.7 1.1 0.7 -1.0 -8.8 -14.4 -31.0 -42.6 -58.8 -94.4 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 7.5 -16.2 -8.4 -4.1 -2.3 -1.5 -1.1 -1.1 -2.6 -3.0 -3.6 -4.1 -5.8 -13.7 -19.4 -36.0 -47.8 -64.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 10.5 -13.1 -5.3 -1.0 0.8 1.6 2.0 2.0 0.4 -0.1 -0.7 -1.3 -3.1 -11.2 -15.8 -30.9 -41.2 -57.3 -87.3 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 56.9 26.1 35.3 40.1 42.4 43.6 45.0 46.6 48.7 48.6 47.7 48.6 47.4 42.1 37.7 25.5 16.5 5.5 -8.1 -22.1 -46.3 -81.5 -50.7 -54.4 -60.4 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 43.1 13.8 23.0 27.8 30.0 31.2 32.5 33.8 35.3 34.7 33.3 33.8 32.0 26.3 21.2 7.0 -4.1 -20.1 -53.0 -63.1 CNEL 11.6 -14.0 -5.5 -0.9 1.2 2.2 2.9 3.3 2.6 1.7 0.5 0.2 -1.7 -9.2 -13.9 -29.2 -39.8 -56.1 -86.5 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 41.5 11.3 19.9 24.6 26.8 28.0 29.1 30.3 32.0 32.6 32.9 33.9 33.3 27.8 22.8 12.8 3.7 -5.9 -13.0 -20.5 -35.5 -57.9 -39.6 -42.9 -48.1 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 39.6 10.0 18.6 23.2 25.4 26.6 27.6 28.7 30.3 30.6 30.9 31.7 31.0 25.3 21.2 10.2 3.2 -6.2 -17.1 -29.1 -46.9 -73.5 -51.0 -54.3 -59.5 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 30.6 4.4 11.9 16.1 18.0 19.1 20.1 21.0 22.4 21.8 21.0 21.3 20.1 13.7 10.0 -1.7 -8.9 -18.9 -31.7 -45.0 -67.0 -99.8 -70.7 -73.7 -78.2 W. Shaw Ave - N. Grantland
Ave to N. CNEL 40.9 10.7 19.3 24.0 26.2 27.4 28.5 29.7 31.4 32.0 32.4 33.3 32.7 27.2 22.0 11.9 2.2 -6.0 -12.5 -20.1 -35.1 -57.6 -39.2 -42.6 -47.7 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 62.3 24.8 33.5 38.2 40.5 41.8 43.2 44.8 47.3 48.7 50.4 52.8 54.4 53.3 53.7 52.5 50.9 49.4 46.4 43.0 38.8 33.5 33.9 31.0 27.8 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 40.8 8.1 16.7 21.4 23.6 24.9 26.1 27.4 29.4 30.3 31.2 32.7 32.8 31.6 30.7 28.0 22.4 14.8 4.3 -5.6 -16.3 -29.7 -20.6 -23.8 -28.7 W. Ashlan - N. Polk Ave to N.

Cornelia CNEL 38.2 8.5 16.8 21.3 23.4 24.5 25.5 26.6 28.2 28.5 28.8 29.8 29.4 27.5 25.9 22.4 15.8 6.4 -6.3 -27.7 -46.4 -71.7 -50.5 -53.7 -58.5 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 12 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 37.6 9.5 17.7 22.2 24.3 25.4 26.3 27.2 28.3 28.2 28.1 28.7 28.0 25.4 23.3 19.1 11.3 0.2 -15.7 -43.4 -72.4 -76.5 -79.6 -84.3 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 38.3 9.9 17.4 21.6 23.7 24.8 26.0 27.3 29.4 29.5 29.4 30.3 29.6 24.5 19.7 16.4 7.3 1.8 -1.6 -2.9 -9.8 -20.8 -13.6 -16.6 -21.0 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 34.7 6.3 14.2 18.6 20.6 21.8 22.9 24.0 25.8 25.9 25.9 26.6 25.7 20.0 14.8 8.3 1.8 -6.0 -12.5 -18.8 -30.1 -47.3 -34.0 -37.1 -41.8 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 25.8 -1.8 6.1 10.4 12.5 13.6 14.6 15.6 17.1 17.0 16.7 17.3 16.3 10.2 6.6 -3.6 -10.1 -19.4 -30.6 -42.6 -60.7 -88.1 -64.6 -67.7 -72.4 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 66.1 28.3 37.0 41.7 44.0 45.3 46.7 48.3 50.8 52.2 53.8 56.2 57.8 56.9 57.3 56.5 55.1 53.9 51.2 48.6 44.1 39.9 39.5 36.6 33.5 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 32.9 6.7 14.6 18.9 20.9 21.9 22.8 23.5 24.1 23.5 22.7 22.9 21.6 18.4 16.0 10.9 2.0 -10.7 -30.0 -61.7 -99.7 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 33.4 5.3 13.2 17.6 19.5 20.6 21.4 22.2 23.1 24.1 25.0 25.8 25.1 19.1 13.8 6.6 -0.7 -9.0 -17.5 -28.9 -41.2 -59.7 -45.5 -48.6 -52.8 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 33.0 6.0 13.9 18.2 20.2 21.1 21.8 22.5 23.0 23.7 24.3 24.9 24.1 17.7 13.8 1.8 -4.5 -14.3 -27.2 -44.9 -64.3 -92.4 -68.5 -71.6 -76.0 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 28.5 2.6 10.5 14.8 16.7 17.6 18.2 18.6 18.6 19.0 19.3 19.6 18.6 11.8 7.6 -6.3 -13.8 -25.3 -43.4 -65.5 -92.9 -97.2 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 24.0 -0.8 7.0 11.3 13.2 14.1 14.6 14.8 14.2 14.2 14.2 14.2 12.9 5.6 1.1 -14.0 -22.9 -36.2 -60.8 -85.9 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 17.6 -6.6 1.2 5.5 7.4 8.2 8.6 8.7 7.6 7.4 7.1 6.8 5.2 -2.4 -7.3 -23.2 -33.2 -48.2 -78.5 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 31.5 2.9 11.5 16.2 18.3 19.4 20.2 20.9 21.3 22.1 22.8 23.5 22.9 16.5 12.1 -1.3 -9.3 -20.4 -36.3 -56.9 -81.8 -86.5 -89.8 -94.3 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 33.8 4.4 13.0 17.7 19.9 21.0 21.8 22.6 23.4 24.5 25.4 26.3 25.8 19.8 15.6 3.7 -3.2 -12.9 -25.5 -43.2 -62.9 -91.3 -67.7 -70.9 -75.4 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 36.3 6.3 15.0 19.7 21.8 23.0 23.9 24.8 25.8 27.0 28.0 29.0 28.5 22.8 17.9 5.8 -2.7 -13.0 -23.1 -34.7 -51.5 -76.1 -56.2 -59.4 -63.9 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 35.3 5.3 13.9 18.6 20.8 22.0 22.9 23.8 24.8 25.9 27.0 28.0 27.6 21.8 16.8 5.1 -4.5 -13.8 -23.5 -35.1 -51.9 -76.5 -56.6 -59.9 -64.3 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 29.3 1.8 10.4 15.0 17.2 18.2 18.9 19.4 19.3 19.8 20.3 20.7 19.8 13.2 8.6 -6.3 -15.4 -28.1 -50.0 -72.4 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 25.6 0.0 8.2 12.7 14.7 15.6 16.1 16.4 15.6 15.7 15.7 15.7 14.5 7.2 2.1 -13.7 -24.4 -38.8 -68.6 -90.6 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 24.3 -0.4 7.8 12.2 14.2 15.1 15.6 15.6 14.2 14.0 13.6 13.4 11.8 4.1 -1.6 -18.0 -30.2 -46.4 -83.0 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 28.4 1.5 9.7 14.2 16.3 17.3 18.2 18.9 19.7 19.3 18.7 19.0 17.9 11.4 6.6 -7.9 -16.9 -29.2 -48.0 -65.8 -95.9 -99.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 13 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 25.2 -2.2 6.0 10.5 12.5 13.6 14.5 15.4 16.4 16.2 15.9 16.3 15.3 9.0 4.6 -8.5 -16.8 -28.0 -43.7 -60.4 -86.6 -90.6 -93.8 -98.8 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 24.6 -3.2 5.0 9.5 11.6 12.7 13.6 14.6 15.8 15.7 15.4 16.0 15.0 8.9 4.0 -9.1 -18.9 -31.1 -44.7 -56.6 -80.8 -84.8 -88.0 -93.0 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 22.2 -5.5 2.6 7.1 9.2 10.3 11.2 12.2 13.4 13.3 13.1 13.6 12.7 6.6 1.7 -11.9 -22.3 -33.5 -46.0 -58.7 -82.7 -86.7 -89.9 -94.8 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 29.0 2.9 11.0 15.5 17.6 18.6 19.4 20.0 20.3 19.7 18.9 18.9 17.5 10.7 5.7 -9.8 -19.7 -33.4 -57.5 -76.6 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 28.5 3.1 11.3 15.7 17.7 18.7 19.5 19.9 19.7 18.8 17.7 17.5 15.8 8.7 3.1 -12.9 -24.3 -39.6 -69.0 -89.9 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 38.1 8.4 17.0 21.7 23.9 25.0 26.1 27.2 28.8 29.2 29.4 30.3 29.6 23.9 19.9 9.8 2.9 -6.2 -17.0 -29.2 -46.8 -72.8 -51.0 -54.3 -59.5 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 35.9 8.4 16.3 20.6 22.6 23.7 24.7 25.8 27.2 27.1 26.8 27.3 26.3 20.2 16.4 5.8 -0.8 -10.0 -20.9 -32.5 -50.1 -76.4 -53.9 -57.0 -61.8 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 42.5 13.2 21.1 25.5 27.5 28.6 29.5 30.4 31.7 33.0 34.2 35.2 34.9 29.7 24.6 21.6 11.8 5.7 -0.8 -4.8 -13.2 -24.8 -17.5 -20.6 -24.8 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 40.7 8.8 17.1 21.7 23.8 24.9 25.9 26.9 28.2 29.7 31.2 32.6 32.9 31.4 30.6 27.9 22.7 15.6 4.7 -3.2 -19.1 -32.3 -23.8 -26.7 -30.4 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 36.4 7.1 15.3 19.9 22.0 23.1 23.9 24.8 25.9 27.1 28.1 29.0 28.5 22.7 17.5 11.0 4.2 -3.9 -12.4 -24.4 -36.2 -54.0 -40.8 -43.9 -48.2 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 35.5 8.9 16.4 20.5 22.5 23.6 24.6 25.7 27.2 26.7 26.1 26.5 25.3 19.3 15.0 4.4 -2.8 -12.0 -22.0 -32.5 -50.3 -77.3 -54.1 -57.1 -61.6 N. Polk Ave - North of W. Shaw
Avenue CNEL 24.2 -2.0 5.5 9.6 11.6 12.7 13.7 14.6 15.9 15.4 14.6 14.9 13.6 7.3 3.6 -8.0 -15.1 -25.2 -38.1 -51.3 -73.4 -77.1 -80.1 -84.6 Bullard Ave - N Garfield to N.

Grantland CNEL 25.5 -1.1 6.7 11.0 13.0 14.1 15.0 15.9 17.0 16.6 16.0 16.4 15.3 9.0 4.4 -8.2 -16.7 -27.5 -41.7 -57.0 -81.7 -85.6 -88.7 -93.4 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 26.5 -1.4 6.8 11.3 13.4 14.5 15.5 16.4 17.7 17.6 17.4 18.0 17.0 11.1 6.0 -6.8 -17.5 -30.1 -42.0 -52.5 -75.9 -79.9 -83.2 -88.1 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 32.3 5.9 13.7 18.0 20.0 21.1 22.0 22.8 23.8 23.3 22.6 22.9 21.7 15.2 11.3 -1.7 -9.1 -20.1 -35.8 -52.7 -78.0 -81.8 -85.0 -89.7 Bullard Ave - N Garfield Avenue
to N. Gr CNEL 19.4 -6.3 1.5 5.8 7.8 8.8 9.6 10.3 10.9 10.2 9.3 9.4 8.0 1.4 -4.3 -19.1 -31.8 -46.1 -63.4 -79.2 Bullard Ave - N. Grantland
Avenue to N. CNEL 27.8 1.9 9.7 14.0 16.0 17.0 17.9 18.6 19.3 18.7 17.9 18.1 16.7 10.3 4.7 -9.6 -21.2 -35.6 -52.6 -67.1 -98.0 N. Grantland Ave - N. Parkway
Drive to W CNEL 31.2 5.8 13.6 17.9 19.9 20.9 21.7 22.3 22.7 21.9 20.8 20.8 19.3 12.3 7.9 -6.7 -15.2 -28.1 -49.8 -70.6 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 67.2 30.5 38.9 43.5 45.6 46.9 48.0 49.2 51.0 52.9 55.1 57.3 58.7 57.8 58.2 57.5 56.5 55.7 53.3 50.4 46.7 42.5 40.7 38.0 35.3 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 14 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 57.5 21.3 29.7 34.3 36.4 37.7 38.8 40.0 41.8 43.7 45.9 48.2 49.9 48.4 48.7 47.5 45.8 44.2 41.1 37.6 33.1 27.7 28.0 25.2 22.5 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 43.8 12.2 20.8 25.5 27.7 29.0 30.2 31.5 33.7 34.5 35.2 36.5 36.3 31.5 27.0 24.1 15.6 9.5 3.5 0.9 -6.9 -18.5 -11.1 -14.4 -19.5 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 39.2 8.9 17.2 21.8 23.9 25.0 26.0 27.0 28.3 29.7 30.9 32.0 31.7 26.4 21.2 17.3 7.3 1.4 -5.3 -10.2 -19.4 -32.1 -23.9 -27.1 -31.4 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 37.9 8.8 17.1 21.6 23.7 24.9 25.9 27.1 28.7 29.0 29.1 29.9 29.2 23.5 18.4 7.5 -2.2 -10.7 -17.2 -24.9 -40.6 -64.3 -44.6 -47.8 -52.7 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 37.7 10.0 17.5 21.6 23.5 24.5 25.3 26.2 27.3 28.4 29.3 30.2 29.6 24.0 18.8 14.1 4.8 -1.6 -8.1 -12.3 -21.0 -33.4 -25.0 -28.0 -32.1 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 38.3 9.3 17.5 22.1 24.2 25.3 26.4 27.5 29.2 29.4 29.5 30.3 29.5 23.9 19.0 8.2 -0.7 -10.8 -18.1 -25.8 -41.0 -64.8 -45.0 -48.2 -53.2 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 34.3 6.6 14.9 19.4 21.4 22.4 23.1 23.7 24.1 24.9 25.5 26.1 25.4 19.2 14.0 0.1 -10.8 -22.9 -38.2 -53.6 -77.9 -82.4 -85.6 -90.0 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 34.3 6.7 14.9 19.4 21.5 22.5 23.2 23.8 24.2 25.0 25.6 26.2 25.4 19.2 14.1 0.6 -9.3 -22.2 -38.8 -53.3 -77.8 -82.3 -85.5 -89.9 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 30.1 4.3 12.1 16.4 18.4 19.5 20.3 21.0 21.6 21.0 20.1 20.2 18.8 12.3 6.9 -8.0 -19.2 -33.8 -53.5 -66.8 -98.7 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 23.2 -2.6 5.3 9.6 11.5 12.6 13.4 14.0 14.4 13.7 12.8 12.8 11.5 8.1 5.5 0.1 -9.3 -22.7 -43.4 -76.8 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 34.9 5.7 14.0 18.5 20.6 21.7 22.5 23.4 24.5 25.6 26.6 27.5 27.0 21.1 15.6 7.4 -1.1 -9.3 -17.5 -27.6 -40.3 -58.9 -44.8 -48.0 -52.3 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 35.5 7.0 15.3 19.8 21.9 23.0 24.0 25.1 26.6 26.7 26.6 27.3 26.4 20.6 16.4 5.1 -2.2 -11.8 -22.9 -34.6 -53.1 -80.8 -57.1 -60.3 -65.3 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 31.8 4.5 12.8 17.3 19.3 20.3 21.0 21.5 21.8 22.4 22.9 23.4 22.6 16.2 11.4 -2.2 -11.1 -22.8 -39.8 -60.4 -87.2 -91.7 -94.9 -99.3 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 26.7 1.6 9.4 13.7 15.6 16.5 17.0 17.3 16.9 17.1 17.1 17.2 16.0 9.0 4.1 -10.5 -20.2 -33.4 -56.0 -80.3 N Brawley Ave - N. Parkway
Drive to W. D CNEL 24.6 0.1 7.9 12.2 14.1 14.9 15.4 15.5 14.6 14.5 14.3 14.2 12.7 5.5 -0.4 -15.9 -29.4 -46.0 -75.2 -96.1 N Brawley Ave - W Shields
Avenue to W. C CNEL 24.2 0.2 8.0 12.3 14.2 15.0 15.4 15.4 14.1 13.9 13.4 13.1 11.4 3.8 -2.0 -18.1 -30.2 -46.0 -78.7 W. Sheilds Ave - West of N.

Grantland Av CNEL 33.2 3.7 12.3 17.0 19.2 20.3 21.2 22.0 22.8 23.8 24.8 25.6 25.2 19.2 15.4 5.1 -1.3 -10.8 -23.5 -42.8 -62.6 -90.6 -67.3 -70.6 -75.0 N. Grantland Ave - W Shields
Avenue to W CNEL 32.5 3.2 11.8 16.4 18.6 19.7 20.8 21.8 23.3 23.5 23.7 24.5 23.7 17.8 14.6 4.1 -2.3 -11.9 -24.4 -38.9 -58.0 -86.0 -62.1 -65.5 -70.6 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 27.3 -2.2 6.0 10.5 12.6 13.6 14.5 15.2 16.0 17.1 18.2 19.2 19.0 16.9 15.4 11.9 5.3 -4.1 -17.0 -41.5 -64.6 -91.3 -69.2 -72.3 -76.1 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 15 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 29.2 1.1 9.3 13.8 15.9 16.9 17.7 18.4 19.0 19.8 20.6 21.3 20.6 14.4 10.4 -2.0 -8.5 -18.3 -31.4 -49.3 -69.1 -97.7 -73.6 -76.8 -81.2 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 31.4 3.8 12.0 16.5 18.5 19.6 20.6 21.5 22.6 22.5 22.2 22.7 21.7 15.5 11.0 -2.3 -10.8 -21.7 -35.8 -50.1 -73.9 -77.9 -81.1 -86.1 N. Cornelia Ave - W Shields
Avenue to W. CNEL 28.7 3.2 11.0 15.3 17.2 18.1 18.7 19.0 18.8 19.1 19.3 19.5 18.4 11.6 6.6 -8.1 -17.9 -30.6 -51.5 -72.2 N. Blythe Ave - W Shields
Avenue to W. C CNEL 25.5 0.8 8.7 12.9 14.8 15.7 16.2 16.4 15.7 15.7 15.5 15.5 14.2 6.9 1.8 -13.8 -24.3 -38.5 -65.8 -88.6 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 26.3 1.0 9.2 13.7 15.7 16.6 17.1 17.3 16.3 16.3 16.2 16.1 14.7 7.5 1.5 -14.0 -28.0 -44.9 -74.4 -97.4 N. Valentine Ave - N. Parkway
Drive to W CNEL 15.6 -7.9 -0.2 4.1 6.0 6.8 7.2 7.1 5.4 5.0 4.3 3.8 2.0 -5.8 -12.5 -28.7 -43.9 -62.6 -93.7 W. Clinton Ave - N Brawley Ave
to N. Val CNEL 24.2 -0.7 7.4 11.9 13.9 14.9 15.6 15.9 15.3 14.1 12.8 12.4 10.4 2.9 -2.9 -19.6 -31.8 -48.4 -81.8 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 25.6 -2.4 5.8 10.3 12.4 13.5 14.5 15.4 16.7 16.7 16.5 17.1 16.2 10.3 5.1 -8.1 -19.6 -30.8 -41.4 -53.0 -75.9 -79.9 -83.1 -88.1 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 38.3 9.8 17.7 22.0 24.1 25.3 26.3 27.5 29.4 29.5 29.5 30.2 29.3 23.6 17.9 10.3 3.7 -3.2 -8.4 -13.5 -24.3 -40.6 -28.2 -31.3 -36.0 N. Grantland Ave - W. Dakota
Avenue to W CNEL 38.4 8.0 16.6 21.3 23.5 24.7 25.8 27.1 28.9 29.5 29.9 30.9 30.3 24.8 19.7 13.0 6.2 -1.8 -9.2 -16.5 -28.3 -46.0 -32.5 -35.8 -40.9 Receiver 5 Fl G LrD,lim dB(A) LrD 79.
0 dB(A)
W. Gettysburg Ave - West of N.

Bryan Ave CNEL 26.0 -1.6 6.3 10.6 12.7 13.8 14.8 15.8 17.3 17.2 16.9 17.5 16.5 10.4 6.7 -4.0 -10.7 -19.9 -30.9 -42.5 -60.6 -87.9 -64.5 -67.6 -72.3 SR99 - W. Shields Avenue to
W. Clinton A CNEL 39.1 11.1 20.3 25.1 27.3 28.4 29.6 30.7 31.3 30.3 28.4 28.5 26.3 19.8 13.8 -2.7 -15.4 -32.3 -63.3 -88.6 SR99 - W. Dakota Avenue to W.

Sheilds Av CNEL 48.6 18.9 28.2 33.0 35.2 36.4 37.7 39.1 40.8 40.3 39.0 39.6 38.0 32.2 28.2 15.2 6.7 -6.4 -27.3 -50.1 -84.5 -88.9 -92.6 -98.6 SR99 - W. Shields Avenue to
W. Clinton A CNEL 44.9 16.3 25.6 30.3 32.5 33.7 34.9 36.2 37.2 36.3 34.7 35.0 33.1 26.9 21.2 5.3 -6.4 -22.2 -50.2 -71.5 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 47.3 16.8 26.1 30.8 33.1 34.4 35.7 37.2 39.3 39.0 38.0 38.9 37.5 32.1 27.2 12.2 2.6 -10.2 -27.4 -42.6 -72.9 -77.3 -80.9 -87.0 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 51.2 20.0 29.2 34.0 36.3 37.6 39.0 40.6 43.0 42.9 42.1 43.1 41.9 36.6 33.0 21.2 13.3 2.1 -12.8 -27.7 -52.5 -88.3 -57.0 -60.6 -66.6 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 61.3 28.2 37.5 42.3 44.6 46.0 47.6 49.5 52.5 52.9 52.7 54.0 53.1 48.4 42.9 35.6 27.8 19.9 14.5 7.9 -5.6 -25.4 -10.0 -13.6 -19.7 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 51.2 18.9 28.2 33.0 35.3 36.6 38.1 39.9 42.7 42.9 42.5 43.7 42.7 37.8 33.4 22.3 13.1 4.0 -4.6 -14.5 -33.4 -61.2 -37.8 -41.4 -47.5 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 16 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 55.7 22.7 32.0 36.8 39.1 40.5 42.0 43.9 46.9 47.3 47.1 48.4 47.5 42.8 37.4 29.2 20.3 12.7 7.2 0.3 -14.1 -35.4 -18.6 -22.2 -28.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 18.2 -7.6 0.3 4.6 6.5 7.4 8.0 8.4 8.4 8.7 9.0 9.3 8.3 1.5 -3.0 -17.7 -26.2 -38.3 -58.3 -78.8 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 17.8 -7.9 0.0 4.3 6.2 7.1 7.6 8.0 7.9 8.2 8.4 8.7 7.6 0.8 -3.8 -18.8 -27.6 -40.0 -61.4 -82.0 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 13.0 -12.5 -4.7 -0.4 1.5 2.4 3.0 3.3 3.2 3.5 3.6 3.8 2.8 -4.2 -8.7 -23.8 -32.5 -45.0 -67.2 -88.5 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 15.9 -9.5 -1.6 2.7 4.6 5.5 6.0 6.3 6.1 6.3 6.4 6.5 5.4 -1.7 -4.8 -17.3 -24.8 -37.0 -57.6 -85.4 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 57.8 26.4 35.6 40.4 42.7 44.0 45.4 47.0 49.4 49.5 48.8 49.9 48.8 43.8 39.8 29.9 21.8 12.0 2.1 -7.7 -24.7 -49.8 -29.2 -32.8 -38.9 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 50.7 18.7 28.0 32.8 35.1 36.4 37.9 39.6 42.2 42.4 41.8 43.0 42.0 37.4 33.7 24.8 15.8 2.9 -12.2 -20.2 -43.8 -74.9 -48.2 -51.8 -57.9 CNEL 17.1 -10.4 -1.9 2.7 4.9 5.9 6.8 7.6 8.2 8.0 7.6 7.9 6.8 0.2 -3.2 -16.5 -24.1 -36.6 -57.6 -80.5 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 39.1 9.5 18.1 22.7 24.9 26.1 27.1 28.2 29.8 30.1 30.4 31.2 30.5 24.8 20.6 9.6 2.5 -6.9 -18.0 -30.0 -48.1 -75.0 -52.2 -55.6 -60.7 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 41.6 11.5 20.1 24.8 27.0 28.2 29.3 30.5 32.2 32.7 33.1 34.0 33.4 27.9 23.0 12.7 3.9 -6.3 -13.8 -21.5 -36.7 -59.8 -40.9 -44.2 -49.3 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 34.9 7.7 15.2 19.4 21.4 22.5 23.6 24.7 26.4 26.2 25.8 26.3 25.2 19.4 13.9 3.9 -6.1 -13.6 -18.4 -24.7 -39.4 -61.8 -43.1 -46.1 -50.6 W. Shaw Ave - N. Grantland
Ave to N. CNEL 35.3 6.6 15.2 19.8 22.0 23.1 24.1 25.0 26.2 26.3 26.3 27.0 26.2 20.1 15.7 2.5 -5.9 -16.8 -30.7 -45.1 -68.5 -72.6 -76.0 -81.2 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 44.0 10.0 18.7 23.4 25.6 26.9 28.1 29.5 31.7 32.7 33.8 36.0 37.3 35.0 34.3 30.8 25.4 17.4 6.3 -4.0 -16.4 -28.9 -20.7 -23.9 -28.5 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 66.3 28.3 37.0 41.7 43.9 45.3 46.6 48.0 50.2 51.7 53.5 55.9 57.3 57.0 57.8 57.2 56.3 54.9 52.4 49.9 46.4 42.2 39.7 36.9 33.8 W. Ashlan - N. Polk Ave to N.

Cornelia CNEL 76.0 39.2 47.5 52.1 54.3 55.5 56.6 57.8 59.3 61.2 62.4 64.3 66.6 67.3 68.1 66.7 66.0 64.6 62.4 59.8 56.0 51.8 50.6 47.7 44.4 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 50.4 17.6 25.9 30.5 32.6 33.8 35.0 36.4 38.6 39.4 40.3 42.3 43.5 41.2 40.4 36.9 31.6 23.8 12.8 4.5 -8.1 -19.9 -12.2 -15.3 -19.9 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 33.0 5.7 13.2 17.3 19.4 20.5 21.6 22.8 24.6 24.4 24.0 24.6 23.5 17.7 12.3 5.6 -1.1 -8.7 -14.6 -20.2 -31.4 -48.7 -35.2 -38.2 -42.6 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 39.5 10.1 18.1 22.4 24.5 25.7 26.9 28.2 30.2 30.5 30.8 31.7 31.2 26.1 21.3 17.6 8.5 2.6 -1.7 -3.8 -11.5 -23.2 -15.3 -18.5 -23.1 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 35.2 5.7 13.7 18.0 20.1 21.3 22.5 23.8 25.9 26.2 26.5 27.5 27.0 22.0 17.0 14.7 4.3 -0.7 -4.2 -5.7 -13.3 -25.0 -17.2 -20.3 -25.0 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 37.1 5.4 14.0 18.7 20.9 22.0 23.1 24.3 26.0 26.7 27.4 29.1 29.9 27.3 26.0 21.8 15.3 5.4 -7.5 -30.7 -49.5 -74.9 -53.7 -57.0 -61.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 17 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 42.4 12.5 20.4 24.8 26.9 28.0 29.1 30.2 32.0 32.3 32.6 34.2 34.9 32.0 30.6 26.4 20.0 10.4 -2.0 -23.7 -40.8 -65.0 -44.7 -47.8 -52.4 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 38.5 9.4 17.4 21.7 23.7 24.8 25.7 26.6 27.8 29.1 30.2 31.2 30.9 25.5 20.7 16.7 7.0 0.5 -6.6 -11.2 -20.1 -32.3 -24.4 -27.5 -31.7 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 42.8 13.7 21.6 26.0 28.0 29.1 29.9 30.9 32.1 33.4 34.5 35.5 35.1 29.7 24.4 20.8 10.7 4.9 -1.6 -5.9 -14.8 -27.1 -19.1 -22.2 -26.4 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 37.3 9.1 17.0 21.4 23.3 24.4 25.2 26.0 27.0 28.0 28.9 29.7 29.0 23.1 17.7 10.8 3.9 -4.1 -12.4 -23.3 -34.9 -52.4 -39.2 -42.3 -46.5 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 31.3 4.2 12.1 16.4 18.3 19.3 20.0 20.7 21.3 22.0 22.6 23.2 22.4 16.1 12.1 0.2 -6.2 -15.8 -28.3 -45.3 -64.1 -91.4 -68.3 -71.4 -75.7 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 23.8 -2.4 5.5 9.8 11.7 12.6 13.2 13.7 13.9 14.4 14.7 15.1 14.2 7.4 3.6 -9.7 -16.6 -27.8 -44.9 -67.0 -93.6 -97.8 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 36.9 6.9 15.5 20.2 22.4 23.5 24.4 25.3 26.4 27.6 28.6 29.6 29.2 23.4 18.4 7.1 -2.6 -11.8 -21.2 -32.6 -49.0 -73.0 -53.7 -57.0 -61.4 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 36.2 6.2 14.8 19.5 21.7 22.9 23.8 24.7 25.7 26.9 27.9 28.9 28.5 22.8 17.9 6.4 -1.8 -12.4 -22.5 -33.9 -50.2 -74.2 -55.0 -58.2 -62.6 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 34.5 5.0 13.6 18.3 20.4 21.6 22.4 23.2 24.1 25.1 26.0 26.9 26.4 20.5 16.3 4.6 -2.1 -11.8 -24.2 -41.7 -60.9 -88.6 -65.6 -68.9 -73.3 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 30.3 1.7 10.3 15.0 17.1 18.2 19.0 19.7 20.1 20.9 21.7 22.4 21.8 15.5 11.0 -2.6 -10.8 -21.8 -37.4 -57.3 -81.6 -86.3 -89.6 -94.1 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 35.7 6.2 14.8 19.5 21.6 22.8 23.6 24.5 25.3 26.3 27.3 28.2 27.7 21.7 17.6 6.0 -0.7 -10.3 -22.6 -40.1 -59.2 -86.7 -63.9 -67.2 -71.6 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 31.5 4.0 12.2 16.7 18.8 19.8 20.5 21.1 21.5 22.2 22.8 23.3 22.6 16.2 11.7 -1.9 -10.1 -21.0 -36.3 -55.5 -79.4 -83.9 -87.1 -91.5 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 29.6 3.0 11.3 15.8 17.8 18.8 19.4 19.8 19.7 20.1 20.4 20.7 19.8 13.0 8.4 -6.4 -15.4 -27.8 -48.9 -70.8 W. Sheilds Ave - N. Valentine
Ave to N. CNEL 26.4 0.7 8.9 13.4 15.3 16.3 16.8 17.1 16.5 16.6 16.6 16.7 15.5 8.3 3.4 -12.3 -22.4 -36.5 -65.6 -88.2 Shields Ave & Valentine Ave
East CNEL 19.8 -6.2 2.0 6.5 8.5 9.5 10.0 10.4 9.9 10.1 10.3 10.4 9.3 2.2 -2.5 -18.0 -27.6 -41.3 -68.2 -90.7 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 31.7 3.8 12.1 16.6 18.6 19.7 20.7 21.6 22.9 22.8 22.6 23.2 22.3 16.2 11.3 -2.2 -12.5 -23.6 -35.8 -48.2 -71.8 -75.8 -79.0 -84.0 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 26.6 -1.2 7.0 11.5 13.5 14.6 15.6 16.5 17.7 17.7 17.5 18.0 17.0 11.0 6.2 -6.5 -15.9 -28.4 -42.3 -53.6 -77.5 -81.5 -84.7 -89.7 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 23.6 -3.8 4.3 8.8 10.9 12.0 12.9 13.8 14.8 14.7 14.3 14.8 13.7 7.5 3.1 -9.8 -17.9 -29.1 -44.6 -61.1 -86.9 -90.9 -94.1 -99.1 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 19.3 -7.6 0.6 5.1 7.1 8.2 9.0 9.8 10.6 10.2 9.6 10.0 8.8 2.3 -2.4 -17.0 -26.2 -38.5 -57.1 -74.2 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 18 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Clinton Ave - N. Cornelia
Avenue to N CNEL 33.3 5.8 14.0 18.5 20.6 21.7 22.6 23.4 24.5 24.4 24.0 24.5 23.5 17.3 12.9 0.2 -7.9 -19.0 -34.3 -51.1 -76.7 -80.7 -83.9 -88.9 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 33.0 6.1 14.3 18.8 20.8 21.9 22.8 23.5 24.3 24.0 23.4 23.8 22.6 16.2 11.4 -3.2 -12.3 -24.5 -42.8 -59.9 -89.4 -93.3 -96.6 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 31.6 3.9 12.4 17.1 19.2 20.3 21.2 22.0 22.7 22.5 22.2 22.6 21.6 15.1 10.7 -3.9 -12.4 -24.7 -44.1 -62.5 -92.3 -96.5 -99.8 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 30.7 4.7 12.5 16.9 18.9 19.9 20.7 21.5 22.3 21.6 20.8 21.0 19.7 13.1 8.4 -5.9 -14.6 -26.7 -44.8 -61.9 -91.4 -95.2 -98.3 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 30.5 3.9 11.8 16.1 18.0 19.0 19.6 20.2 20.5 21.1 21.6 22.1 21.3 15.0 9.7 -4.2 -15.0 -27.0 -41.7 -56.3 -80.1 -84.4 -87.5 -91.8 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 31.8 3.4 11.7 16.2 18.2 19.3 20.1 20.8 21.5 22.5 23.3 24.0 23.4 17.4 13.0 1.4 -5.5 -15.0 -27.2 -43.9 -62.8 -90.2 -67.3 -70.5 -74.9 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 36.3 6.9 15.2 19.8 21.8 22.9 23.8 24.7 25.8 26.9 28.0 28.9 28.3 22.5 17.3 10.8 3.8 -4.3 -12.9 -24.9 -36.9 -54.8 -41.4 -44.6 -48.8 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 43.6 13.8 21.3 25.5 27.6 28.7 29.9 31.2 33.3 33.4 33.7 35.2 35.7 33.4 32.4 29.1 23.6 15.9 5.4 -2.8 -12.8 -25.0 -16.5 -19.5 -23.8 N. Polk Ave - North of W. Shaw
Avenue CNEL 29.4 0.9 8.4 12.6 14.6 15.7 16.8 17.9 19.7 19.7 19.7 20.8 21.0 18.5 17.1 13.2 6.9 -2.2 -13.9 -34.8 -49.7 -73.1 -53.5 -56.5 -60.8 Bullard Ave - N Garfield to N.

Grantland CNEL 21.2 -4.2 3.6 7.9 9.9 10.9 11.7 12.3 12.7 11.8 10.8 10.7 9.2 2.3 -3.0 -18.4 -29.0 -42.7 -64.8 -82.8 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 25.3 -2.2 6.0 10.4 12.5 13.6 14.5 15.4 16.5 16.4 16.1 16.6 15.6 9.5 4.2 -9.5 -20.9 -33.3 -46.1 -58.5 -83.5 -87.5 -90.8 -95.7 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 28.9 3.5 11.3 15.6 17.6 18.6 19.4 20.0 20.4 19.5 18.5 18.4 16.9 10.0 4.8 -10.7 -21.0 -34.6 -57.2 -75.2 Bullard Ave - N Garfield Avenue
to N. Gr CNEL 16.3 -8.4 -0.6 3.6 5.6 6.6 7.3 7.8 7.7 6.6 5.2 5.0 3.2 -4.0 -9.7 -25.6 -37.3 -52.4 -79.5 -99.9 Bullard Ave - N. Grantland
Avenue to N. CNEL 25.8 0.4 8.3 12.6 14.5 15.5 16.3 16.9 17.2 16.4 15.3 15.3 13.7 7.0 1.0 -14.1 -27.3 -42.5 -62.8 -79.6 N. Grantland Ave - N. Parkway
Drive to W CNEL 28.9 4.2 12.0 16.3 18.3 19.3 20.0 20.5 20.2 19.1 17.7 17.4 15.6 8.4 2.5 -13.5 -25.4 -40.7 -68.7 -88.7 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 35.1 6.2 14.5 19.0 21.1 22.2 23.0 23.8 24.7 25.8 26.8 27.6 27.1 21.2 16.1 4.7 -5.0 -14.2 -23.3 -34.3 -50.4 -74.3 -54.9 -58.1 -62.5 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 34.7 5.9 14.2 18.7 20.8 21.9 22.7 23.5 24.3 25.3 26.2 27.0 26.5 20.6 15.8 3.9 -4.1 -15.0 -25.7 -36.9 -53.3 -77.3 -57.8 -61.0 -65.3 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 32.1 3.3 11.9 16.5 18.7 19.8 20.8 21.7 23.0 23.2 23.2 23.9 23.0 17.2 12.4 -0.2 -9.6 -22.1 -36.5 -48.3 -72.4 -76.6 -79.9 -85.1 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 39.2 9.0 17.3 21.8 23.9 25.1 26.0 27.0 28.3 29.7 31.0 32.1 31.8 26.5 21.4 17.7 7.6 1.7 -5.0 -9.8 -19.0 -31.5 -23.5 -26.7 -30.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 19 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 73.3 36.7 45.0 49.6 51.7 53.0 54.1 55.3 56.7 58.5 60.1 62.0 62.8 64.1 65.5 64.4 63.0 62.2 59.8 57.7 54.2 49.8 48.4 45.6 42.4 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 38.1 10.3 17.8 21.9 23.8 24.8 25.6 26.5 27.7 28.8 29.7 30.6 30.1 24.6 19.6 15.6 5.9 -0.5 -7.2 -11.2 -19.8 -31.9 -23.9 -26.9 -31.0 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 70.2 33.6 42.0 46.5 48.7 50.0 51.2 52.6 54.5 55.8 57.6 59.7 60.8 60.7 61.5 61.0 60.1 58.7 56.4 54.1 50.9 46.9 44.6 41.7 38.5 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 45.4 15.2 23.5 28.0 30.1 31.3 32.2 33.2 34.5 35.9 37.2 38.3 38.1 32.8 27.6 24.2 14.4 8.2 1.4 -3.2 -12.2 -24.3 -16.8 -19.9 -24.2 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 46.1 15.7 24.0 28.6 30.7 31.8 32.8 33.8 35.1 36.5 37.9 39.0 38.9 33.7 29.1 25.5 15.9 9.3 2.0 -2.6 -11.7 -23.7 -16.3 -19.4 -23.6 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 38.4 10.3 18.3 22.6 24.7 25.8 26.8 28.0 29.6 29.7 29.5 30.2 29.3 23.6 18.5 8.4 -0.6 -10.6 -17.1 -23.8 -38.7 -61.5 -42.6 -45.7 -50.4 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 31.9 2.6 10.5 14.9 16.9 18.0 19.1 20.2 21.8 21.9 22.2 23.6 24.2 21.1 19.5 15.1 8.3 -1.9 -15.6 -37.2 -62.8 -92.0 -66.7 -69.8 -74.3 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 35.2 5.9 14.2 18.8 20.8 21.9 22.8 23.7 24.8 25.9 27.0 27.9 27.3 21.5 16.2 9.4 2.2 -6.0 -14.5 -26.2 -38.3 -56.4 -42.9 -46.0 -50.3 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 44.2 12.1 20.5 25.0 27.1 28.3 29.5 30.8 32.8 33.5 34.4 36.0 36.6 34.8 33.9 30.8 25.3 17.6 6.9 -2.0 -13.0 -25.6 -17.0 -20.2 -24.9 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 39.7 10.4 18.7 23.2 25.3 26.4 27.3 28.2 29.2 30.4 31.5 32.4 31.8 26.0 20.7 13.9 6.9 -1.1 -9.5 -21.1 -33.0 -50.7 -37.5 -40.7 -45.0 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 33.8 6.6 14.4 18.8 20.7 21.7 22.4 23.1 23.7 24.5 25.2 25.8 25.1 18.9 14.5 2.9 -3.9 -13.4 -25.3 -41.4 -59.9 -86.9 -64.1 -67.2 -71.5 N Brawley Ave - N. Parkway
Drive to W. D CNEL 31.3 4.7 12.5 16.9 18.8 19.7 20.4 20.9 21.3 21.9 22.4 22.9 22.0 15.7 10.5 -3.3 -13.6 -26.0 -41.3 -55.4 -79.3 -83.5 -86.6 -91.0 N Brawley Ave - W Shields
Avenue to W. C CNEL 29.2 3.6 11.4 15.7 17.6 18.5 19.1 19.4 19.3 19.6 19.8 20.1 19.1 12.3 7.3 -7.4 -17.1 -29.6 -49.8 -70.3 W. Sheilds Ave - West of N.

Grantland Av CNEL 27.1 -0.4 8.1 12.8 14.9 16.0 16.7 17.1 17.1 17.6 18.1 18.5 17.7 11.0 6.7 -7.7 -16.2 -28.5 -49.2 -73.6 N. Grantland Ave - W Shields
Avenue to W CNEL 27.7 -0.1 8.4 13.1 15.2 16.3 17.2 18.0 18.8 18.7 18.3 18.8 17.8 11.4 6.7 -7.8 -17.0 -29.3 -48.1 -66.0 -95.8 -99.9 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 23.1 -4.3 3.9 8.4 10.4 11.4 12.1 12.7 13.0 13.7 14.3 14.9 14.2 7.8 3.2 -10.5 -18.6 -29.6 -45.1 -64.4 -88.5 -93.0 -96.2 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 29.4 1.3 9.5 14.0 16.1 17.1 17.9 18.6 19.2 20.1 20.8 21.6 20.9 14.7 10.7 -1.4 -7.8 -17.6 -30.4 -48.1 -67.4 -95.3 -71.9 -75.1 -79.5 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 36.3 6.2 14.5 19.0 21.1 22.2 23.3 24.4 26.0 26.3 26.8 28.0 28.2 25.8 24.4 20.6 14.0 4.4 -8.3 -30.7 -48.8 -73.7 -52.8 -56.0 -60.8 N. Cornelia Ave - W Shields
Avenue to W. CNEL 33.8 6.7 14.6 18.9 20.9 21.8 22.5 23.2 23.7 24.5 25.1 25.7 24.9 18.6 14.6 2.6 -3.9 -13.5 -26.0 -43.1 -62.1 -89.7 -66.3 -69.4 -73.7 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 20 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Blythe Ave - W Shields
Avenue to W. C CNEL 30.9 4.5 12.3 16.6 18.6 19.5 20.1 20.7 21.0 21.5 22.0 22.4 21.6 15.1 10.4 -3.3 -11.4 -22.3 -37.5 -56.0 -79.6 -83.9 -87.0 -91.3 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 32.5 5.1 13.4 17.9 19.9 20.9 21.6 22.1 22.4 23.1 23.6 24.1 23.4 17.0 11.8 -2.2 -13.1 -25.8 -43.2 -58.9 -84.8 -89.3 -92.4 -96.9 N. Valentine Ave - N. Parkway
Drive to W CNEL 23.6 -1.6 6.2 10.5 12.4 13.3 13.8 14.1 13.8 13.9 14.0 14.1 13.0 6.1 0.5 -14.4 -26.9 -41.7 -65.8 -83.4 N. Valentine Ave - W Shields
Avenue to W CNEL 22.1 -2.7 5.1 9.4 11.3 12.2 12.6 12.8 12.2 12.2 12.1 12.1 10.8 3.6 -1.5 -17.0 -27.4 -41.3 -67.9 -90.9 W. Clinton Ave - N Brawley Ave
to N. Val CNEL 31.1 4.9 13.1 17.5 19.6 20.6 21.4 22.0 22.4 21.8 21.0 21.1 19.7 13.0 8.0 -7.4 -17.2 -30.7 -54.1 -73.2 W. Clinton Ave - N. Valentine
Ave to N. CNEL 29.5 4.0 12.2 16.7 18.7 19.7 20.4 20.9 20.8 19.9 18.8 18.7 17.0 9.9 4.4 -11.6 -22.9 -38.0 -66.5 -87.5 N. Marks Ave - W Princeton
Avenue to W. CNEL 23.9 0.0 7.8 12.1 13.9 14.7 15.2 15.2 13.9 13.6 13.2 12.9 11.3 3.7 -2.6 -18.4 -33.1 -50.6 -80.8 N. Marks Ave - W Princeton
Avenue to W. CNEL 21.5 -2.6 5.2 9.5 11.3 12.2 12.6 12.7 11.6 11.4 11.0 10.8 9.3 1.7 -3.7 -19.7 -31.0 -46.3 -77.4 W. Clinton Ave - N. Marks
Avenue to SR99 CNEL 28.4 3.5 11.7 16.1 18.1 19.1 19.8 20.2 19.5 18.4 17.0 16.7 14.7 7.2 1.4 -15.2 -27.4 -43.9 -76.9 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 22.1 -4.8 3.4 7.9 9.9 11.0 11.9 12.6 13.4 13.1 12.5 12.9 11.7 5.4 0.0 -14.7 -26.5 -40.0 -56.7 -71.3 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 30.3 3.7 11.5 15.8 17.9 18.9 19.8 20.7 21.7 21.3 20.7 21.1 19.9 13.7 8.4 -5.4 -16.6 -28.6 -41.3 -53.9 -79.2 -83.1 -86.2 -90.9 N. Grantland Ave - W. Dakota
Avenue to W CNEL 30.9 2.4 11.0 15.6 17.8 18.9 19.9 20.8 21.9 21.9 21.8 22.5 21.6 15.5 10.6 -3.4 -13.7 -25.6 -40.4 -54.2 -80.0 -84.1 -87.4 -92.6 Receiver 6 Fl G LrD,lim dB(A) LrD 77.
5 dB(A)
W. Gettysburg Ave - West of N.

Bryan Ave CNEL 17.9 -7.3 0.5 4.8 6.8 7.8 8.5 9.2 9.4 8.5 7.4 7.3 5.7 -1.3 -6.3 -21.9 -31.6 -45.5 -70.2 -89.2 SR99 - W. Shields Avenue to
W. Clinton A CNEL 46.5 16.1 25.3 30.1 32.4 33.6 35.0 36.5 38.5 38.2 37.1 38.0 36.6 31.1 26.2 11.0 1.3 -11.6 -29.5 -45.3 -76.7 -81.2 -84.8 -90.8 SR99 - W. Dakota Avenue to W.

Sheilds Av CNEL 57.3 24.8 34.1 38.9 41.2 42.6 44.1 45.9 48.7 49.0 48.5 49.8 48.8 44.1 40.2 31.7 23.6 13.6 3.7 -5.8 -21.5 -45.0 -25.9 -29.5 -35.6 SR99 - W. Shields Avenue to
W. Clinton A CNEL 52.2 21.0 30.3 35.0 37.3 38.6 40.0 41.6 44.0 43.9 43.2 44.1 42.9 37.6 34.0 22.2 14.1 3.0 -11.7 -26.5 -51.0 -86.6 -55.4 -59.1 -65.1 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 56.8 23.6 33.0 37.8 40.1 41.5 43.0 44.9 48.0 48.4 48.2 49.5 48.6 43.9 38.2 31.1 23.1 15.3 10.0 3.5 -10.0 -29.9 -14.4 -18.0 -24.1 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 61.2 27.6 36.9 41.8 44.1 45.5 47.1 49.1 52.2 52.8 52.7 54.1 53.2 48.8 43.5 36.2 32.3 26.0 21.4 16.7 6.7 -7.9 2.3 -1.3 -7.4 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 21 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 61.0 27.9 37.2 42.0 44.3 45.7 47.3 49.2 52.2 52.6 52.4 53.8 52.9 48.4 43.5 36.4 29.7 22.1 16.6 11.4 0.4 -15.7 -4.0 -7.6 -13.7 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 58.8 24.9 34.3 39.1 41.4 42.8 44.5 46.5 49.7 50.3 50.3 51.7 50.9 46.8 42.6 36.1 32.7 26.3 20.9 16.5 7.1 -6.9 2.7 -1.0 -7.0 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 49.2 17.9 27.2 32.0 34.3 35.6 37.0 38.6 41.0 41.0 40.2 41.2 40.0 34.7 30.9 18.6 10.2 -0.8 -15.0 -29.5 -54.3 -90.4 -58.7 -62.3 -68.4 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 31.0 0.1 8.0 12.3 14.3 15.4 16.3 17.2 18.4 19.8 21.3 23.0 24.1 21.4 20.4 16.7 11.0 2.5 -7.5 -30.0 -42.7 -61.5 -47.2 -50.1 -53.6 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 29.8 -0.7 7.2 11.5 13.5 14.6 15.4 16.3 17.4 18.8 20.2 21.9 22.9 20.1 19.1 15.3 9.5 0.7 -9.7 -34.0 -48.3 -68.4 -52.7 -55.6 -59.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 24.6 -5.7 2.2 6.6 8.5 9.6 10.4 11.3 12.4 13.6 15.0 16.7 17.6 14.8 13.7 9.8 3.9 -5.0 -15.9 -40.4 -57.1 -78.2 -61.6 -64.4 -67.9 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 25.3 -2.8 5.1 9.4 11.4 12.4 13.2 13.9 14.9 15.9 16.7 17.6 17.4 11.6 8.0 -0.4 -6.3 -18.4 -31.2 -43.6 -58.5 -79.6 -62.8 -65.9 -70.0 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 50.9 21.3 30.5 35.3 37.5 38.7 40.0 41.4 43.0 42.5 41.3 41.9 40.4 34.6 31.0 18.4 10.1 -2.5 -21.7 -41.1 -71.0 -75.4 -79.0 -85.1 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 60.3 26.3 35.7 40.5 42.8 44.3 45.9 47.9 51.1 51.7 51.8 53.3 52.5 48.3 43.0 35.1 30.9 25.7 22.7 19.2 10.1 -3.3 5.6 2.0 -4.0 CNEL 26.3 -3.9 4.7 9.3 11.5 12.7 13.8 15.0 16.8 17.3 17.7 18.7 18.1 12.6 8.0 -1.2 -9.1 -19.8 -28.5 -36.0 -50.7 -72.8 -54.8 -58.2 -63.3 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 31.1 4.0 12.6 17.2 19.3 20.4 21.2 21.9 22.3 21.9 21.3 21.6 20.3 13.7 8.6 -6.7 -17.1 -30.9 -54.6 -73.4 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 33.8 5.9 14.5 19.1 21.2 22.3 23.2 24.0 24.8 24.7 24.4 24.9 23.9 17.5 12.8 -1.6 -10.9 -23.2 -41.8 -59.4 -89.1 -93.2 -96.5 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 28.1 2.6 10.0 14.2 16.1 17.2 18.1 18.9 19.9 19.1 18.1 18.2 16.8 10.4 5.0 -9.3 -20.6 -33.0 -46.4 -59.4 -86.7 -90.4 -93.5 -97.9 W. Shaw Ave - N. Grantland
Ave to N. CNEL 28.2 1.9 10.4 15.0 17.1 18.1 18.9 19.4 19.3 18.6 17.8 17.8 16.3 9.3 3.7 -12.3 -24.1 -39.4 -68.7 -89.3 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 30.1 1.9 10.4 15.1 17.2 18.3 19.2 20.1 21.1 21.1 20.9 21.4 20.5 14.1 10.4 -2.8 -10.2 -21.5 -38.4 -56.9 -83.3 -87.5 -90.8 -96.0 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 32.2 2.8 11.4 16.1 18.2 19.4 20.4 21.5 23.0 23.3 23.4 24.2 23.5 17.6 14.0 3.0 -3.7 -13.2 -25.1 -38.5 -57.1 -84.6 -61.2 -64.6 -69.8 W. Ashlan - N. Polk Ave to N.

Cornelia CNEL 41.0 11.5 19.8 24.3 26.4 27.6 28.7 29.9 31.7 32.1 32.3 33.2 32.4 26.9 21.7 15.3 8.7 0.9 -6.2 -13.1 -24.6 -42.0 -28.6 -31.9 -36.8 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 50.0 19.5 27.8 32.3 34.5 35.7 36.9 38.2 40.3 40.9 41.4 42.6 42.2 37.3 32.8 29.3 20.4 14.1 9.0 6.7 -1.1 -12.7 -5.1 -8.3 -13.2 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 23.5 -1.6 5.9 10.0 11.9 13.0 13.8 14.6 15.3 14.3 13.1 13.1 11.6 4.9 0.0 -14.9 -23.8 -36.0 -53.9 -69.9 -99.3 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 27.9 1.1 8.9 13.3 15.3 16.3 17.3 18.2 19.3 18.9 18.4 18.8 17.7 11.4 7.0 -5.9 -14.0 -24.7 -38.3 -52.3 -75.7 -79.5 -82.6 -87.3 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 22 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 24.8 -2.5 5.3 9.7 11.7 12.8 13.8 14.8 16.2 16.0 15.6 16.2 15.2 9.2 4.3 -8.5 -18.2 -28.4 -37.8 -47.6 -67.9 -98.0 -71.7 -74.9 -79.6 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 27.0 -0.1 8.4 13.0 15.2 16.2 17.1 17.7 18.1 17.8 17.2 17.4 16.2 9.4 5.1 -9.5 -18.2 -31.3 -54.3 -76.6 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 48.9 19.3 27.3 31.7 33.8 35.0 36.1 37.4 39.5 39.9 40.2 41.2 40.7 35.8 30.8 28.6 18.5 13.4 9.7 8.2 0.8 -10.7 -3.1 -6.2 -10.9 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 32.0 2.7 10.6 15.0 16.9 17.9 18.7 19.4 20.2 21.3 22.5 24.0 24.8 21.6 20.3 16.0 9.6 -0.2 -13.0 -37.3 -60.0 -86.0 -64.3 -67.2 -71.0 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 43.0 11.7 19.6 24.0 26.0 27.0 27.9 28.9 30.2 31.6 33.2 35.0 36.2 33.5 32.7 29.2 23.8 16.0 5.0 -5.5 -20.9 -34.7 -25.4 -28.3 -31.7 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 67.1 31.8 39.8 44.2 46.3 47.4 48.4 49.6 51.1 52.9 54.8 56.7 57.8 57.5 58.5 57.7 56.7 55.5 53.2 50.6 47.2 42.8 41.0 38.3 35.6 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 71.3 36.0 43.9 48.3 50.3 51.4 52.4 53.3 54.6 56.0 57.6 60.0 63.1 62.7 62.9 61.9 61.2 59.8 57.1 54.2 49.8 44.6 44.3 41.6 38.8 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 38.3 6.7 14.6 19.0 21.0 22.1 23.0 24.0 25.3 26.8 28.5 30.4 31.6 29.1 28.3 25.0 19.8 12.4 1.2 -7.0 -23.1 -36.5 -27.7 -30.5 -33.9 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 38.7 8.2 16.9 21.6 23.8 25.0 25.9 26.9 28.0 29.3 30.5 31.5 31.1 25.4 20.2 13.4 6.2 -1.9 -10.5 -22.8 -35.1 -53.3 -39.8 -43.1 -47.4 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 33.4 4.0 12.6 17.4 19.5 20.6 21.5 22.2 23.0 24.0 24.9 25.7 25.2 19.1 15.4 3.9 -2.4 -12.0 -25.0 -44.0 -63.6 -91.5 -68.3 -71.5 -76.0 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 29.8 1.7 10.3 15.0 17.1 18.2 18.9 19.5 19.7 20.4 21.0 21.5 20.8 14.2 10.3 -3.4 -10.8 -22.2 -40.2 -63.6 -91.3 -96.0 -99.3 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 25.4 -1.5 7.1 11.7 13.8 14.8 15.5 15.9 15.5 15.8 16.0 16.3 15.3 8.3 4.0 -11.1 -19.8 -33.1 -57.8 -83.7 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 44.5 13.0 21.6 26.4 28.6 29.8 30.8 31.9 33.3 34.8 36.3 37.5 37.4 32.3 27.5 23.6 13.8 7.4 0.0 -5.2 -14.8 -27.4 -19.6 -22.8 -27.1 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 43.3 13.0 21.3 25.9 28.0 29.1 30.1 31.1 32.4 33.8 35.1 36.2 35.9 30.6 25.5 21.9 11.8 5.9 -0.8 -5.6 -14.8 -27.2 -19.3 -22.5 -26.7 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 39.7 10.3 18.6 23.2 25.2 26.3 27.2 28.1 29.2 30.3 31.4 32.3 31.7 25.9 20.6 13.8 6.8 -1.2 -9.6 -21.2 -33.1 -50.9 -37.6 -40.8 -45.1 W. Sheilds Ave - N. Valentine
Ave to N. CNEL 34.3 6.0 14.3 18.8 20.9 21.9 22.7 23.4 24.1 24.9 25.7 26.4 25.8 19.9 17.1 8.7 2.2 -7.8 -21.7 -43.0 -63.4 -92.1 -67.9 -71.1 -75.5 Shields Ave & Valentine Ave
East CNEL 28.6 -0.1 8.2 12.7 14.8 15.8 16.6 17.4 18.3 19.2 20.1 20.9 20.3 14.2 10.6 0.3 -5.7 -14.9 -26.9 -44.3 -62.3 -88.8 -66.8 -70.0 -74.4 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 34.2 5.6 13.9 18.4 20.5 21.6 22.6 23.6 25.2 25.3 25.2 26.0 25.1 19.2 15.0 3.4 -3.9 -13.4 -24.0 -35.1 -53.3 -80.4 -57.3 -60.5 -65.4 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 26.1 -1.6 6.6 11.1 13.2 14.3 15.2 16.1 17.3 17.2 16.9 17.4 16.4 10.2 6.1 -6.7 -14.4 -25.1 -39.2 -54.4 -77.8 -81.8 -85.0 -90.0 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 23 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 21.4 -5.4 2.8 7.2 9.3 10.3 11.2 11.9 12.6 12.3 11.7 11.9 10.7 4.2 -0.2 -14.8 -23.1 -35.4 -54.7 -72.9 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 16.2 -9.6 -1.5 3.0 5.0 6.0 6.8 7.4 7.5 6.8 5.9 5.9 4.4 -2.6 -7.5 -23.0 -32.8 -46.7 -72.3 -92.9 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 39.0 10.0 18.2 22.7 24.9 26.0 27.1 28.2 29.9 30.2 30.3 31.1 30.3 24.6 19.9 9.5 1.2 -8.5 -16.3 -24.3 -39.5 -62.9 -43.5 -46.7 -51.7 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 40.7 11.6 19.9 24.4 26.5 27.7 28.7 29.9 31.6 31.8 32.0 32.8 32.0 26.3 21.4 10.8 2.0 -6.5 -13.7 -21.7 -37.2 -60.7 -41.2 -44.4 -49.4 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 22.9 -2.8 5.7 10.3 12.4 13.4 14.1 14.6 14.0 13.1 12.0 11.7 10.0 2.6 -3.2 -19.7 -32.0 -48.6 -82.1 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 24.1 0.0 7.8 12.0 14.0 14.9 15.6 16.0 15.3 14.0 12.4 11.8 9.8 2.2 -3.9 -20.3 -33.2 -49.8 -80.5 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 23.5 -0.8 7.0 11.3 13.1 14.0 14.4 14.5 13.5 13.4 13.1 13.0 11.5 4.2 -2.0 -17.5 -31.6 -48.3 -76.7 -99.3 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 23.5 -2.3 5.9 10.4 12.4 13.3 13.9 14.2 13.6 13.8 13.8 13.9 12.7 5.6 0.7 -14.6 -24.7 -38.5 -64.7 -89.4 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 26.6 -0.1 8.2 12.7 14.7 15.6 16.3 16.7 16.7 17.1 17.4 17.8 16.9 10.2 5.4 -9.0 -18.3 -30.7 -50.9 -73.1 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 32.6 6.7 14.1 18.3 20.3 21.3 22.3 23.2 24.3 23.7 22.8 23.0 21.7 15.3 10.7 -2.2 -10.6 -21.2 -34.1 -47.1 -70.2 -73.9 -76.9 -81.4 N. Polk Ave - North of W. Shaw
Avenue CNEL 21.2 -4.2 3.3 7.4 9.4 10.4 11.3 12.1 13.0 12.1 11.1 11.1 9.7 3.0 -1.3 -15.5 -23.4 -35.0 -52.2 -68.4 -96.8 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 19.2 -6.3 1.8 6.3 8.3 9.3 10.0 10.6 10.5 9.7 8.6 8.6 6.9 0.0 -6.1 -21.6 -35.6 -52.0 -76.8 -96.4 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 26.1 -0.2 8.0 12.5 14.5 15.5 16.1 16.5 16.2 16.5 16.7 17.0 15.9 9.2 3.7 -11.2 -23.8 -38.5 -63.0 -81.3 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 27.3 0.8 9.1 13.5 15.5 16.5 17.1 17.5 17.4 17.8 18.1 18.4 17.5 10.8 5.4 -9.2 -21.3 -35.8 -58.8 -76.4 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 25.5 -1.1 7.4 12.0 14.1 15.2 15.9 16.5 16.6 16.1 15.4 15.5 14.2 7.4 1.5 -13.9 -27.4 -43.2 -67.8 -87.8 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 26.7 -0.6 7.7 12.2 14.2 15.2 15.9 16.4 16.7 17.3 17.9 18.4 17.6 11.2 6.7 -6.0 -14.0 -25.1 -41.6 -64.1 -90.8 -95.3 -98.5 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 35.9 7.3 15.5 20.0 22.2 23.3 24.3 25.4 26.9 27.0 27.0 27.7 26.8 21.0 16.9 6.2 -0.8 -10.1 -21.1 -33.0 -51.1 -78.1 -55.1 -58.3 -63.3 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 27.1 1.7 9.1 13.2 15.0 15.9 16.5 17.0 17.3 17.7 18.0 18.4 17.5 11.0 5.7 -8.3 -19.1 -31.0 -45.3 -59.2 -82.8 -86.8 -89.8 -94.0 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 38.5 9.4 17.7 22.2 24.3 25.5 26.5 27.7 29.4 29.6 29.8 30.6 29.8 24.2 19.1 8.2 -1.4 -9.9 -16.4 -24.0 -39.5 -62.9 -43.5 -46.7 -51.6 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 24 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Cornelia Ave - N. Parkway
Drive to W. CNEL 40.3 11.1 19.3 23.9 26.0 27.0 27.9 28.8 29.8 30.9 32.0 32.8 32.3 26.5 21.5 14.8 8.0 -0.1 -8.8 -21.5 -33.4 -51.3 -37.9 -41.1 -45.3 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 45.8 15.5 23.8 28.4 30.5 31.6 32.6 33.6 34.9 36.3 37.6 38.7 38.4 33.1 27.9 24.3 14.2 8.3 1.6 -3.2 -12.4 -24.8 -16.9 -20.1 -24.3 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 74.1 38.8 46.7 51.1 53.2 54.4 55.5 56.7 58.1 59.8 60.9 62.6 64.5 65.3 66.0 64.5 63.8 62.5 60.3 57.9 54.6 50.2 49.2 46.4 43.1 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 38.9 9.8 17.7 22.1 24.2 25.3 26.5 27.8 29.8 30.1 30.3 31.2 30.5 25.2 19.8 13.3 6.8 1.6 -1.5 -4.1 -12.6 -25.4 -16.4 -19.6 -24.2 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 28.8 1.2 9.4 13.9 16.0 17.0 17.7 18.3 18.7 19.5 20.1 20.7 20.0 13.8 8.7 -4.7 -14.5 -27.4 -43.7 -58.3 -82.6 -87.0 -90.2 -94.7 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 37.9 8.8 17.1 21.6 23.7 24.9 25.9 27.1 28.8 29.0 29.2 30.0 29.2 23.6 18.7 8.2 -0.7 -10.7 -18.0 -25.4 -40.6 -63.9 -44.6 -47.8 -52.8 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 44.5 14.2 22.5 27.0 29.1 30.3 31.2 32.2 33.6 34.9 36.2 37.4 37.1 31.9 27.1 23.2 13.5 7.0 -0.3 -5.2 -14.4 -26.8 -19.0 -22.2 -26.4 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 67.7 32.5 40.5 44.9 47.0 48.1 49.1 50.3 51.8 53.6 55.4 57.3 58.4 58.2 59.2 58.4 57.4 56.2 53.9 51.4 47.9 43.6 41.8 39.2 36.4 N Brawley Ave - N. Parkway
Drive to W. D CNEL 43.3 14.0 22.0 26.3 28.3 29.4 30.3 31.2 32.5 33.8 35.0 36.0 35.7 30.5 25.4 22.6 12.2 6.3 -0.2 -4.1 -12.8 -24.7 -17.1 -20.2 -24.4 N Brawley Ave - W Shields
Avenue to W. C CNEL 38.7 10.6 18.5 22.8 24.8 25.8 26.6 27.4 28.4 29.5 30.3 31.1 30.5 24.5 19.1 12.2 5.2 -2.8 -11.0 -21.9 -33.6 -51.2 -37.9 -41.0 -45.2 W. Sheilds Ave - West of N.

Grantland Av CNEL 22.6 -3.4 5.2 9.8 11.9 12.9 13.5 13.7 12.6 12.6 12.5 12.4 11.1 3.5 -1.2 -16.8 -26.8 -41.8 -71.3 N. Grantland Ave - W Shields
Avenue to W CNEL 23.7 -2.7 5.8 10.4 12.5 13.6 14.3 14.9 14.9 14.3 13.5 13.5 12.1 5.2 -0.7 -16.3 -29.7 -46.0 -72.8 -92.7 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 19.3 -6.9 1.2 5.7 7.7 8.7 9.3 9.6 9.3 9.7 9.9 10.1 9.1 2.3 -3.2 -18.0 -30.5 -45.4 -70.0 -88.2 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 26.5 -0.8 7.4 11.9 14.0 15.0 15.7 16.2 16.5 17.1 17.6 18.2 17.4 11.0 6.0 -7.6 -16.9 -28.7 -45.5 -65.0 -91.3 -95.8 -99.0 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 34.6 6.1 14.3 18.8 20.9 22.0 23.0 24.1 25.6 25.7 25.7 26.4 25.6 19.7 15.5 4.4 -2.8 -12.2 -23.0 -34.6 -52.7 -79.9 -56.7 -60.0 -64.9 N. Cornelia Ave - W Shields
Avenue to W. CNEL 38.4 10.3 18.2 22.5 24.5 25.5 26.3 27.2 28.2 29.2 30.1 30.8 30.2 24.2 18.9 11.9 4.8 -3.2 -11.5 -22.5 -34.3 -52.0 -38.6 -41.7 -45.9 N. Blythe Ave - W Shields
Avenue to W. C CNEL 42.5 11.5 19.4 23.8 25.8 26.9 27.7 28.7 29.9 31.3 32.8 34.5 35.4 33.0 32.2 28.8 23.5 15.7 4.8 -5.7 -20.7 -34.4 -25.2 -28.1 -31.6 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 45.1 14.7 23.1 27.6 29.7 30.9 31.8 32.8 34.2 35.6 36.9 38.0 37.8 32.6 27.9 24.3 14.5 8.1 0.8 -3.8 -13.0 -25.1 -17.5 -20.7 -24.9 N. Valentine Ave - N. Parkway
Drive to W CNEL 32.6 4.8 12.7 17.1 19.0 20.0 20.8 21.6 22.4 23.3 24.1 24.8 24.2 18.2 13.0 1.6 -7.6 -17.2 -26.1 -36.2 -51.9 -75.3 -56.1 -59.2 -63.6 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 25 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Valentine Ave - W Shields
Avenue to W CNEL 30.3 3.0 10.9 15.2 17.1 18.1 18.8 19.5 20.2 20.9 21.6 22.3 21.5 15.3 11.0 -0.7 -7.4 -16.9 -28.9 -45.1 -63.6 -90.6 -67.8 -70.9 -75.2 W. Clinton Ave - N Brawley Ave
to N. Val CNEL 38.9 10.3 18.5 23.0 25.1 26.3 27.3 28.4 29.9 30.0 30.0 30.7 29.9 24.0 20.0 9.2 2.4 -7.0 -17.9 -29.9 -48.0 -75.0 -52.0 -55.2 -60.2 W. Clinton Ave - N. Valentine
Ave to N. CNEL 36.5 8.8 17.0 21.5 23.6 24.7 25.6 26.5 27.7 27.6 27.3 27.9 26.9 20.7 16.5 3.6 -4.3 -15.0 -28.9 -43.4 -66.6 -70.6 -73.8 -78.8 N. Marks Ave - W Princeton
Avenue to W. CNEL 30.6 4.5 12.3 16.6 18.5 19.5 20.1 20.5 20.7 21.2 21.6 22.0 21.1 14.5 9.2 -5.0 -16.0 -28.8 -46.5 -62.3 -88.9 -93.1 -96.2 N. Marks Ave - W Princeton
Avenue to W. CNEL 28.7 2.2 10.0 14.4 16.3 17.2 17.9 18.4 18.7 19.3 19.7 20.2 19.3 12.8 8.1 -5.9 -14.5 -25.8 -41.8 -59.2 -83.7 -87.9 -91.0 -95.4 W. Clinton Ave - N. Marks
Avenue to SR99 CNEL 34.6 7.6 15.8 20.3 22.4 23.4 24.3 25.1 25.9 25.5 25.0 25.3 24.2 17.7 13.3 -1.1 -9.3 -21.3 -40.0 -57.9 -87.4 -91.3 -94.6 -99.5 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 16.3 -8.6 -0.5 3.9 5.9 6.9 7.6 8.0 7.4 6.3 5.0 4.6 2.8 -4.6 -11.1 -27.2 -42.2 -60.0 -88.6 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 23.6 -0.9 6.9 11.2 13.2 14.1 14.8 15.3 15.0 13.7 12.3 11.9 10.0 2.7 -3.0 -18.9 -30.6 -46.0 -74.4 -97.7 N. Grantland Ave - W. Dakota
Avenue to W CNEL 25.5 -1.1 7.4 12.0 14.1 15.2 15.9 16.5 16.6 16.1 15.4 15.5 14.0 7.3 1.7 -13.8 -26.4 -42.6 -71.5 -87.8 Receiver 7 Fl G LrD,lim dB(A) LrD 72.
0 dB(A)
W. Gettysburg Ave - West of N.

Bryan Ave CNEL 23.5 -3.4 4.4 8.7 10.7 11.8 12.8 13.7 14.9 14.6 14.1 14.6 13.5 7.4 2.2 -11.1 -22.4 -33.3 -44.0 -55.9 -79.2 -83.0 -86.2 -90.9 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 47.5 18.6 27.9 32.6 34.8 36.1 37.3 38.5 39.7 38.9 37.4 37.7 35.9 29.9 23.7 8.1 -5.4 -21.3 -45.0 -66.4 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 39.5 11.2 20.4 25.2 27.4 28.5 29.7 30.9 31.7 30.8 29.0 29.2 27.1 20.7 15.8 0.7 -9.8 -25.7 -54.3 -82.4 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 42.9 13.8 23.1 27.8 30.0 31.2 32.5 33.8 35.1 34.4 32.9 33.4 31.6 25.8 19.6 4.1 -9.7 -25.7 -47.6 -68.1 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 48.9 20.3 29.5 34.3 36.5 37.7 38.9 40.1 41.1 40.3 38.7 39.0 37.1 31.0 25.1 9.5 -2.4 -17.7 -42.9 -65.8 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 39.9 11.8 21.0 25.8 28.0 29.2 30.3 31.5 32.1 31.1 29.3 29.5 27.4 21.1 14.4 -1.7 -16.8 -34.5 -61.6 -86.0 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 32.3 4.8 13.3 18.0 20.1 21.2 22.0 22.8 23.4 23.1 22.7 23.1 22.0 15.7 10.1 -4.7 -17.1 -31.3 -50.6 -67.3 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 31.3 4.3 12.8 17.4 19.6 20.6 21.4 22.1 22.5 22.1 21.5 21.7 20.5 13.8 8.7 -6.6 -16.9 -30.6 -54.6 -75.0 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 23.7 -0.5 6.9 11.0 13.0 13.9 14.7 15.3 15.4 14.1 12.5 12.2 10.3 3.1 -2.2 -18.0 -28.2 -42.4 -67.5 -87.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 26 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Shaw Ave - N. Grantland
Ave to N. CNEL 32.3 4.6 13.1 17.7 19.9 21.0 21.8 22.6 23.4 23.2 22.9 23.4 22.4 16.1 10.6 -3.9 -16.3 -30.0 -47.5 -63.7 -94.9 -99.0 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 35.0 5.4 14.0 18.6 20.8 22.0 23.0 24.1 25.7 26.1 26.3 27.2 26.5 20.8 16.7 5.9 -1.2 -10.3 -21.0 -33.0 -50.9 -77.2 -55.0 -58.3 -63.5 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 30.2 1.4 10.0 14.6 16.8 17.9 18.9 19.8 21.1 21.2 21.2 21.9 21.2 15.1 10.7 -2.3 -10.6 -21.2 -34.7 -49.3 -72.1 -76.2 -79.5 -84.7 W. Ashlan - N. Polk Ave to N.

Cornelia CNEL 31.3 4.4 12.6 17.1 19.2 20.2 21.1 21.8 22.6 22.2 21.7 22.0 20.8 14.3 9.8 -4.7 -13.3 -25.3 -43.8 -61.6 -90.8 -94.8 -98.0 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 32.6 6.6 14.8 19.3 21.3 22.3 23.1 23.7 23.9 23.2 22.3 22.4 20.9 14.0 8.8 -6.7 -17.0 -31.0 -55.7 -75.4 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 25.9 0.2 7.6 11.7 13.7 14.8 15.7 16.6 17.7 17.0 16.0 16.2 14.9 8.5 3.8 -8.9 -17.5 -28.3 -42.1 -56.8 -81.7 -85.4 -88.4 -92.9 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 25.5 -0.6 7.3 11.6 13.6 14.6 15.4 16.2 17.0 16.4 15.6 15.8 14.5 8.0 3.0 -11.4 -21.2 -33.3 -50.3 -66.5 -95.4 -99.2 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 18.7 -6.9 0.9 5.2 7.2 8.2 9.0 9.7 10.2 9.4 8.4 8.4 6.9 0.1 -4.6 -19.9 -29.0 -42.0 -63.9 -83.0 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 37.3 7.1 15.7 20.4 22.6 23.8 24.9 26.1 27.8 28.3 28.7 29.7 29.1 23.5 18.4 8.0 -1.7 -9.8 -16.5 -24.4 -39.7 -62.7 -43.9 -47.2 -52.4 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 29.0 4.4 12.3 16.5 18.5 19.5 20.2 20.6 20.3 19.1 17.6 17.3 15.4 8.0 2.5 -13.7 -24.7 -40.1 -69.6 -92.5 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 29.4 2.3 10.2 14.5 16.4 17.4 18.1 18.7 19.4 20.1 20.8 21.4 20.7 14.3 10.3 -1.5 -8.0 -17.4 -29.6 -46.3 -64.7 -91.5 -68.9 -72.0 -76.3 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 29.7 3.7 11.5 15.8 17.7 18.7 19.2 19.7 19.8 20.2 20.5 20.9 20.0 13.1 9.2 -4.3 -11.5 -22.6 -39.7 -62.2 -88.7 -93.0 -96.1 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 25.7 0.7 8.5 12.8 14.7 15.6 16.1 16.3 15.8 15.9 15.9 16.0 14.7 7.5 3.0 -12.0 -20.8 -33.8 -57.5 -82.5 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 21.7 -2.3 5.5 9.7 11.6 12.4 12.9 12.9 11.7 11.5 11.1 10.8 9.3 1.6 -3.6 -19.4 -29.8 -44.6 -74.2 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 31.8 2.5 11.1 15.8 17.9 19.0 19.8 20.5 20.9 21.8 22.7 23.5 23.2 20.6 18.8 14.7 7.0 -4.0 -19.7 -48.8 -82.1 -87.0 -90.1 -93.6 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 36.1 5.0 13.6 18.3 20.5 21.6 22.5 23.4 24.4 25.6 26.9 28.1 28.1 26.1 24.8 21.4 15.0 5.7 -6.8 -31.0 -53.1 -78.5 -57.9 -61.0 -64.8 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 43.5 10.3 19.0 23.7 25.9 27.1 28.2 29.3 30.7 32.2 33.9 35.5 35.8 34.5 33.7 31.1 25.8 18.7 7.6 -0.6 -17.0 -30.5 -21.9 -25.0 -28.5 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 67.6 29.4 38.1 42.9 45.2 46.5 47.7 49.0 50.9 52.9 55.2 57.5 59.1 58.2 58.7 58.1 57.1 56.2 53.7 50.8 46.9 42.5 40.5 37.7 35.2 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 28.9 1.1 9.6 14.3 16.4 17.5 18.2 18.6 18.5 19.1 19.6 20.0 19.3 16.2 14.0 9.0 0.1 -12.6 -32.0 -64.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 27 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 24.7 -0.8 7.4 11.9 13.8 14.8 15.3 15.5 14.7 14.7 14.6 14.6 13.3 9.5 6.6 0.7 -9.5 -24.1 -47.4 -84.3 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 20.9 -3.9 4.3 8.8 10.7 11.6 12.1 12.2 10.7 10.5 10.1 9.7 8.1 3.9 0.6 -6.0 -17.4 -33.7 -60.0 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 29.8 2.5 10.7 15.2 17.3 18.3 19.2 20.1 21.0 20.8 20.4 20.8 19.7 13.2 9.9 -2.4 -9.4 -20.5 -37.0 -56.1 -82.1 -86.1 -89.3 -94.3 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 28.6 0.2 8.4 12.9 15.0 16.1 17.1 18.1 19.6 19.7 19.6 20.3 19.4 13.4 10.0 -0.5 -7.0 -16.4 -28.2 -41.2 -59.3 -86.3 -63.3 -66.6 -71.5 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 31.4 2.0 10.2 14.7 16.9 18.0 19.1 20.3 22.2 22.5 22.8 23.6 22.9 17.3 12.3 6.4 0.1 -7.8 -15.1 -22.4 -33.8 -51.1 -37.9 -41.1 -46.0 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 33.4 3.2 11.5 16.0 18.1 19.3 20.5 21.8 23.9 24.4 24.9 26.0 25.4 20.3 15.3 11.7 3.4 -2.3 -7.1 -9.7 -18.0 -30.3 -22.0 -25.2 -30.1 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 29.4 3.1 11.3 15.8 17.8 18.8 19.6 20.3 20.7 20.1 19.3 19.4 18.0 11.1 7.3 -6.7 -14.9 -27.8 -49.9 -72.6 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 28.3 3.0 11.1 15.6 17.6 18.6 19.3 19.8 19.6 18.6 17.5 17.3 15.5 8.2 3.6 -11.3 -21.0 -35.8 -63.1 -89.9 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 31.6 3.9 12.4 17.1 19.2 20.3 21.2 22.0 22.7 22.5 22.2 22.6 21.5 15.3 10.2 -4.0 -14.5 -29.4 -50.4 -64.5 -96.3 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 29.5 3.5 11.4 15.7 17.7 18.7 19.5 20.2 20.7 20.1 19.3 19.4 18.2 14.9 12.4 7.3 -1.8 -14.5 -34.0 -65.8 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 34.6 6.0 13.9 18.3 20.2 21.2 22.0 22.7 23.5 24.5 25.4 26.4 26.2 24.0 22.5 18.9 12.4 3.2 -9.2 -33.0 -54.4 -79.5 -58.7 -61.7 -65.5 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 27.3 0.2 8.5 13.0 15.0 16.0 16.7 17.2 17.3 17.9 18.3 18.8 18.0 11.3 7.5 -6.0 -13.2 -24.4 -41.7 -65.0 -92.0 -96.4 -99.6 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 26.4 -0.2 8.0 12.5 14.5 15.5 16.1 16.5 16.4 16.9 17.2 17.6 16.7 9.9 5.3 -9.4 -18.1 -30.2 -50.7 -73.4 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 28.1 3.5 11.0 15.1 17.0 18.0 18.8 19.5 19.9 18.7 17.3 17.1 15.4 8.5 3.2 -12.1 -22.2 -35.4 -56.5 -74.9 N. Polk Ave - North of W. Shaw
Avenue CNEL 17.2 -6.9 0.5 4.6 6.5 7.5 8.3 8.8 8.9 7.6 6.0 5.7 3.8 -3.4 -8.8 -24.6 -35.1 -49.5 -74.5 -94.8 Bullard Ave - N Garfield to N.

Grantland CNEL 20.0 -4.9 2.9 7.2 9.1 10.1 10.9 11.4 11.5 10.5 9.3 9.1 7.4 0.5 -5.4 -20.5 -33.2 -49.8 -76.3 -92.2 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 19.4 -6.2 1.9 6.4 8.4 9.4 10.2 10.7 10.6 9.8 8.8 8.8 7.2 0.3 -6.0 -21.3 -35.7 -52.2 -75.1 -96.3 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 26.9 2.0 9.8 14.1 16.0 17.0 17.8 18.3 18.2 17.2 16.0 15.7 14.1 10.3 7.3 1.3 -9.1 -23.7 -46.9 -83.1 Bullard Ave - N Garfield Avenue
to N. Gr CNEL 14.6 -9.5 -1.8 2.5 4.5 5.4 6.1 6.5 5.9 4.5 2.9 2.4 0.3 -7.0 -13.4 -29.2 -43.3 -61.8 -91.8 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 28 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
Bullard Ave - N. Grantland
Avenue to N. CNEL 22.3 -1.9 5.9 10.2 12.2 13.1 13.8 14.2 13.6 12.2 10.6 10.2 8.2 0.8 -6.2 -21.9 -37.8 -55.9 -80.7 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 32.5 4.2 12.5 17.0 19.1 20.1 20.9 21.6 22.3 23.2 24.0 24.7 24.1 17.9 14.0 2.6 -3.8 -13.3 -25.7 -43.5 -62.3 -89.4 -66.8 -70.0 -74.4 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 41.2 11.0 19.3 23.8 25.9 27.1 28.0 29.0 30.3 31.6 32.9 34.0 33.8 28.5 23.4 19.8 10.3 4.0 -2.8 -7.4 -16.2 -28.0 -20.7 -23.9 -28.2 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 43.4 10.3 19.0 23.7 25.9 27.1 28.3 29.7 31.7 32.6 33.6 35.2 35.6 34.3 33.5 30.8 25.4 18.1 7.4 0.3 -11.5 -23.9 -15.7 -19.0 -23.9 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 27.7 0.1 8.3 12.8 14.9 15.9 16.6 17.2 17.6 18.3 18.9 19.5 18.9 12.5 8.0 -5.3 -13.2 -23.8 -38.6 -58.3 -81.8 -86.2 -89.4 -93.9 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 30.5 3.5 11.7 16.2 18.2 19.3 20.2 20.9 21.8 21.4 20.9 21.3 20.1 13.7 8.9 -5.4 -14.8 -26.8 -44.2 -61.5 -90.4 -94.4 -97.6 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 29.9 3.8 11.2 15.3 17.1 18.0 18.7 19.3 20.0 20.6 21.1 21.7 20.9 14.6 9.6 -3.6 -12.8 -22.5 -32.9 -44.2 -61.8 -88.0 -65.8 -68.8 -73.0 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 33.0 5.4 13.6 18.1 20.2 21.3 22.2 23.1 24.2 24.1 23.8 24.3 23.3 17.1 12.5 -0.4 -8.9 -19.9 -34.5 -50.3 -75.3 -79.3 -82.5 -87.5 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 28.6 2.9 11.1 15.5 17.5 18.5 19.0 19.3 18.7 18.9 18.9 19.1 17.9 10.8 5.5 -9.6 -20.6 -34.5 -59.8 -84.3 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 30.3 4.0 12.2 16.7 18.7 19.6 20.2 20.6 20.4 20.7 20.9 21.2 20.3 13.5 8.0 -6.8 -19.4 -34.0 -57.5 -75.9 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 27.0 2.2 10.0 14.3 16.3 17.2 18.0 18.5 18.5 17.4 16.2 16.0 14.2 7.2 1.0 -14.5 -28.6 -44.7 -67.4 -87.8 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 19.6 -4.7 3.1 7.4 9.3 10.3 11.0 11.4 10.8 9.5 8.0 7.5 5.5 -2.1 -7.9 -24.3 -36.1 -52.2 -83.1 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 33.9 4.9 13.1 17.7 19.7 20.8 21.7 22.5 23.5 24.6 25.5 26.4 25.9 20.0 14.8 4.0 -5.9 -14.8 -23.6 -34.2 -49.9 -73.0 -54.3 -57.5 -61.9 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 33.6 5.7 13.9 18.4 20.5 21.6 22.5 23.5 24.7 24.7 24.5 25.1 24.2 18.3 13.2 -0.1 -11.2 -22.2 -33.3 -45.1 -68.1 -72.1 -75.3 -80.3 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 29.8 3.2 11.4 15.9 17.9 18.9 19.5 19.9 19.8 20.3 20.6 21.0 20.1 13.4 7.9 -6.7 -19.2 -33.2 -54.8 -72.9 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 24.9 0.4 8.2 12.5 14.3 15.2 15.7 15.8 15.0 14.9 14.8 14.7 13.4 6.1 0.0 -15.2 -29.3 -45.5 -71.8 -93.9 N Brawley Ave - N. Parkway
Drive to W. D CNEL 22.1 -1.5 6.3 10.6 12.4 13.2 13.6 13.6 12.0 11.5 10.9 10.5 8.7 1.0 -5.8 -21.8 -37.3 -55.7 -85.8 N Brawley Ave - W Shields
Avenue to W. C CNEL 23.4 -0.3 7.5 11.8 13.6 14.5 14.9 14.8 13.3 12.9 12.4 11.9 10.1 2.5 -4.0 -20.0 -34.8 -53.2 -84.1 W. Sheilds Ave - West of N.

Grantland Av CNEL 62.2 24.2 33.0 37.7 40.0 41.3 42.5 43.9 45.7 47.9 50.2 52.7 54.6 53.2 53.7 52.6 51.0 49.5 46.6 43.3 38.9 33.7 33.5 30.7 28.1 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 29 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Grantland Ave - W Shields
Avenue to W CNEL 62.0 24.3 33.0 37.7 40.0 41.3 42.7 44.3 46.8 48.2 49.9 52.3 54.1 52.9 53.4 52.3 50.7 49.3 46.4 43.5 39.1 34.5 34.3 31.4 28.3 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 35.5 5.1 13.3 17.9 20.0 21.1 22.1 23.1 24.5 25.9 27.2 28.4 28.2 23.0 18.2 14.9 5.1 -1.2 -8.4 -12.9 -21.7 -33.5 -26.3 -29.4 -33.7 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 32.6 3.7 11.9 16.5 18.5 19.6 20.5 21.3 22.3 23.3 24.3 25.1 24.6 18.7 13.6 2.6 -6.4 -16.2 -25.4 -36.0 -51.8 -74.8 -56.3 -59.4 -63.8 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 32.4 4.5 12.7 17.2 19.3 20.4 21.3 22.3 23.5 23.5 23.3 23.9 22.9 17.0 11.9 -1.0 -11.5 -23.7 -35.6 -46.5 -69.8 -73.8 -77.0 -82.0 N. Cornelia Ave - W Shields
Avenue to W. CNEL 28.6 3.1 10.9 15.2 17.1 18.0 18.6 18.9 18.7 19.0 19.2 19.4 18.3 11.5 6.1 -8.5 -20.2 -34.8 -57.8 -74.3 N. Blythe Ave - W Shields
Avenue to W. C CNEL 25.0 0.5 8.3 12.6 14.4 15.3 15.8 15.9 15.1 15.0 14.8 14.7 13.3 6.1 0.3 -15.1 -28.4 -44.8 -73.5 -93.9 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 24.6 -0.1 8.1 12.6 14.5 15.4 15.9 16.0 14.5 14.3 13.9 13.6 12.0 4.4 -2.3 -18.0 -33.7 -51.8 -81.3 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 18.9 -6.9 1.2 5.7 7.7 8.7 9.5 10.0 10.1 9.4 8.5 8.5 7.0 0.2 -6.0 -21.1 -35.5 -51.5 -72.9 -93.6 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 30.7 3.5 11.3 15.7 17.7 18.7 19.7 20.5 21.6 21.4 21.0 21.5 20.6 18.0 15.9 11.6 3.9 -7.0 -22.6 -49.4 -77.0 -81.0 -84.0 -88.6 N. Grantland Ave - W. Dakota
Avenue to W CNEL 68.3 30.3 39.0 43.7 46.0 47.4 48.7 50.2 52.6 54.0 55.8 58.1 59.6 59.0 59.5 58.9 57.6 56.7 54.3 51.6 47.6 43.5 41.8 39.0 35.9 Receiver 8 Fl G LrD,lim dB(A) LrD 78.
4 dB(A)
W. Gettysburg Ave - West of N.

Bryan Ave CNEL 20.9 -5.3 2.6 6.9 8.9 9.9 10.8 11.6 12.4 11.8 11.1 11.3 10.0 3.5 -1.2 -15.6 -24.5 -36.5 -54.0 -70.1 -99.1 SR99 - W. Shields Avenue to
W. Clinton A CNEL 41.6 13.0 22.2 27.0 29.2 30.4 31.6 32.8 33.8 32.9 31.3 31.6 29.6 23.4 17.5 1.5 -10.9 -27.1 -56.1 -76.7 SR99 - W. Dakota Avenue to W.

Sheilds Av CNEL 49.2 19.3 28.6 33.3 35.6 36.8 38.1 39.5 41.3 40.9 39.7 40.4 38.9 33.2 28.2 13.1 3.2 -10.0 -29.8 -48.2 -81.8 -86.2 -89.8 -95.9 SR99 - W. Shields Avenue to
W. Clinton A CNEL 46.2 17.1 26.4 31.1 33.3 34.6 35.8 37.1 38.4 37.7 36.3 36.7 34.8 29.0 24.4 10.8 0.4 -15.2 -43.0 -62.6 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 47.0 16.6 25.8 30.6 32.9 34.1 35.5 37.0 39.0 38.7 37.6 38.4 37.0 31.6 27.2 13.8 4.9 -7.6 -26.2 -44.7 -76.0 -80.4 -84.0 -90.1 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 49.9 19.1 28.4 33.2 35.4 36.7 38.1 39.6 41.8 41.6 40.7 41.6 40.4 35.0 30.4 16.6 7.0 -4.7 -20.1 -35.7 -63.8 -68.2 -71.8 -77.9 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 54.0 22.8 32.1 36.9 39.2 40.4 41.9 43.5 45.8 45.7 44.9 45.9 44.8 39.6 34.6 21.5 10.0 -1.6 -13.7 -27.0 -52.9 -90.7 -57.3 -60.9 -67.0 SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 47.6 16.4 25.6 30.4 32.7 34.0 35.4 37.0 39.4 39.4 38.6 39.6 38.4 33.1 29.3 17.2 9.1 -2.0 -16.9 -32.4 -58.1 -95.9 -62.5 -66.2 -72.2 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 30 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
SR99 - W. Shaw Avenue to W.

Ashlan Avenu CNEL 46.9 16.3 25.6 30.4 32.6 33.9 35.2 36.8 38.8 38.6 37.6 38.4 37.1 31.7 26.5 11.9 0.5 -12.3 -27.6 -43.1 -73.4 -77.8 -81.4 -87.5 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 18.2 -7.6 0.2 4.5 6.5 7.4 8.0 8.4 8.4 8.8 9.0 9.3 8.4 1.5 -3.0 -17.7 -26.2 -38.1 -57.9 -78.7 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 17.8 -7.9 0.0 4.3 6.2 7.1 7.6 8.0 7.9 8.2 8.4 8.7 7.7 0.8 -3.8 -18.6 -27.2 -39.4 -60.4 -81.9 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 13.0 -12.5 -4.7 -0.4 1.5 2.4 3.0 3.3 3.2 3.5 3.6 3.9 2.8 -4.1 -8.8 -23.9 -32.9 -45.4 -67.3 -88.6 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 16.0 -9.4 -1.6 2.7 4.6 5.5 6.1 6.4 6.2 6.4 6.6 6.8 5.8 -1.1 -6.6 -21.4 -33.5 -47.4 -69.6 -87.5 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 50.0 20.7 30.0 34.8 37.0 38.2 39.5 40.8 42.2 41.6 40.2 40.8 39.1 33.3 28.2 13.0 3.1 -11.0 -33.2 -49.9 -83.8 -88.2 -91.8 -97.9 SR99 - W. Ashlan Avenue to W.

Dakota Ave CNEL 48.2 17.1 26.4 31.1 33.4 34.7 36.1 37.7 40.0 40.0 39.2 40.2 39.0 33.8 28.7 15.5 4.0 -7.7 -20.0 -33.4 -59.8 -98.6 -64.2 -67.8 -73.9 CNEL 17.3 -10.3 -1.8 2.9 5.0 6.1 6.9 7.7 8.4 8.2 7.9 8.3 7.3 0.9 -4.4 -19.3 -31.0 -44.5 -63.6 -80.1 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 32.2 4.7 13.3 17.9 20.0 21.1 21.9 22.7 23.3 23.0 22.6 23.0 21.8 15.4 10.0 -5.0 -17.1 -31.6 -52.0 -68.0 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 33.3 5.6 14.2 18.8 20.9 22.0 22.9 23.7 24.4 24.2 23.9 24.3 23.2 16.9 11.7 -3.0 -14.1 -28.7 -49.2 -63.2 -95.0 -99.1 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 26.6 1.5 9.0 13.1 15.1 16.1 16.9 17.7 18.4 17.5 16.3 16.3 14.8 8.2 2.6 -12.3 -24.3 -38.0 -53.8 -68.2 -99.0 W. Shaw Ave - N. Grantland
Ave to N. CNEL 30.1 3.1 11.6 16.3 18.4 19.4 20.2 20.9 21.2 20.8 20.2 20.4 19.1 12.4 7.4 -7.9 -18.2 -32.1 -56.8 -76.8 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 34.8 5.2 13.8 18.5 20.6 21.8 22.8 23.9 25.5 25.9 26.1 26.9 26.2 20.5 16.4 5.4 -1.7 -11.1 -22.1 -34.2 -52.3 -79.2 -56.4 -59.7 -64.9 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 35.2 5.1 13.7 18.3 20.5 21.7 22.8 24.0 25.7 26.2 26.6 27.6 26.9 21.5 16.7 6.6 -2.0 -12.4 -20.3 -28.0 -43.2 -66.2 -47.3 -50.7 -55.8 W. Ashlan - N. Polk Ave to N.

Cornelia CNEL 39.3 10.2 18.4 22.9 25.1 26.2 27.3 28.4 30.1 30.4 30.5 31.4 30.6 24.9 19.8 9.2 -0.5 -8.8 -15.2 -22.6 -38.0 -61.2 -42.0 -45.2 -50.2 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 41.2 12.6 20.8 25.3 27.4 28.6 29.6 30.7 32.2 32.3 32.3 33.0 32.2 26.3 22.1 11.1 4.0 -5.3 -15.8 -27.2 -45.2 -71.9 -49.2 -52.4 -57.4 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 25.7 0.0 7.5 11.6 13.6 14.6 15.6 16.4 17.5 16.8 15.8 16.0 14.6 8.3 3.5 -9.4 -18.0 -29.1 -43.3 -57.8 -83.0 -86.7 -89.8 -94.2 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 28.4 1.5 9.3 13.7 15.7 16.8 17.7 18.6 19.8 19.5 19.0 19.4 18.3 12.2 7.1 -5.5 -15.7 -28.4 -40.7 -51.1 -74.8 -78.7 -81.8 -86.5 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 23.4 -3.6 4.3 8.6 10.6 11.7 12.6 13.5 14.8 14.5 14.0 14.5 13.4 7.3 2.1 -11.1 -22.3 -33.4 -44.1 -55.5 -78.7 -82.5 -85.7 -90.4 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 31.9 3.2 11.7 16.4 18.5 19.7 20.6 21.6 22.8 22.9 22.9 23.6 22.8 16.7 12.3 -0.8 -9.2 -20.0 -33.9 -48.5 -71.8 -76.0 -79.3 -84.5 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 31 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 37.0 10.0 17.8 22.2 24.2 25.3 26.2 27.1 28.4 28.1 27.6 28.0 26.9 20.7 16.5 4.1 -3.6 -13.9 -27.1 -41.1 -63.8 -97.6 -67.7 -70.8 -75.5 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 38.9 9.7 17.6 22.0 24.0 25.0 25.9 26.9 28.1 29.4 30.6 31.6 31.4 26.1 21.4 17.7 8.2 1.6 -5.6 -9.9 -18.7 -30.6 -23.1 -26.1 -30.3 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 43.0 13.9 21.8 26.2 28.2 29.3 30.1 31.1 32.3 33.6 34.8 35.8 35.4 30.1 24.9 21.6 11.6 5.6 -0.9 -5.0 -13.7 -25.7 -18.0 -21.1 -25.3 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 37.3 9.2 17.1 21.4 23.4 24.4 25.2 26.0 27.1 28.1 29.0 29.8 29.1 23.2 17.8 10.8 4.0 -3.9 -12.1 -22.8 -34.4 -51.8 -38.7 -41.8 -46.0 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 31.3 4.2 12.1 16.4 18.4 19.3 20.0 20.7 21.3 22.0 22.6 23.2 22.5 16.1 12.1 0.1 -6.4 -15.9 -28.4 -45.2 -64.0 -91.3 -68.2 -71.3 -75.6 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 23.8 -2.4 5.5 9.8 11.7 12.6 13.2 13.7 13.9 14.4 14.7 15.1 14.3 7.5 3.7 -9.6 -16.6 -27.7 -44.7 -67.0 -93.5 -97.7 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 72.9 34.6 43.3 48.1 50.3 51.6 52.7 54.0 55.5 57.4 59.2 61.0 62.6 64.0 65.4 64.2 62.9 62.2 59.4 56.7 52.7 47.5 46.6 43.8 41.2 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 68.7 30.4 39.1 43.9 46.1 47.4 48.6 49.9 51.7 53.7 55.9 58.0 59.3 59.2 60.3 59.7 58.8 57.4 55.0 52.2 48.4 43.9 41.4 38.6 36.1 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 43.5 10.0 18.6 23.4 25.6 26.8 27.8 28.9 30.3 32.0 33.7 35.5 36.5 34.5 33.8 30.8 25.4 17.7 6.6 -3.8 -19.7 -33.9 -24.7 -27.7 -31.1 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 35.6 4.1 12.7 17.4 19.6 20.7 21.6 22.5 23.5 24.8 26.2 27.6 28.3 25.7 24.5 20.6 14.2 4.6 -8.3 -33.0 -56.3 -82.5 -61.1 -64.2 -67.9 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 44.6 11.2 19.9 24.6 26.8 28.0 29.1 30.2 31.6 33.2 34.9 36.6 37.4 35.7 34.9 32.0 26.7 19.2 8.0 -1.4 -17.7 -31.6 -22.7 -25.7 -29.2 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 36.3 6.3 14.6 19.1 21.2 22.3 23.1 23.9 24.7 25.9 27.0 28.2 28.3 26.0 24.6 21.0 14.5 5.1 -7.5 -31.7 -54.0 -79.7 -58.6 -61.6 -65.5 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 32.6 4.3 12.6 17.1 19.1 20.1 20.9 21.4 21.8 22.6 23.3 24.1 23.9 21.0 19.1 14.8 7.1 -4.0 -19.8 -49.0 -82.5 -87.2 -90.2 -93.7 W. Sheilds Ave - N. Valentine
Ave to N. CNEL 27.7 1.2 9.4 13.9 15.9 16.9 17.5 17.8 17.5 17.8 18.1 18.4 17.5 13.2 10.7 5.0 -3.9 -16.7 -36.3 -69.4 Shields Ave & Valentine Ave
East CNEL 22.1 -5.2 3.0 7.5 9.5 10.5 11.2 11.6 11.6 12.2 12.7 13.2 12.7 9.5 7.4 2.4 -6.1 -18.5 -37.2 -69.4 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 42.9 12.5 20.8 25.4 27.5 28.7 29.9 31.2 33.3 33.9 34.4 35.4 34.9 29.9 24.9 21.8 13.3 7.6 2.6 0.1 -7.9 -20.0 -12.0 -15.2 -20.1 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 37.8 7.4 15.7 20.2 22.4 23.6 24.8 26.1 28.1 28.7 29.2 30.3 29.9 25.0 20.4 17.0 8.6 2.4 -3.3 -5.9 -13.9 -25.8 -17.9 -21.1 -26.1 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 31.2 1.8 10.1 14.6 16.7 17.9 19.0 20.2 22.0 22.3 22.6 23.4 22.6 17.1 12.2 6.3 -0.2 -8.2 -15.7 -23.2 -34.8 -52.3 -38.8 -42.1 -47.0 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 24.2 -4.1 4.1 8.5 10.6 11.8 12.7 13.8 15.2 15.3 15.2 15.8 15.0 8.9 5.6 -4.9 -11.4 -21.0 -33.0 -46.4 -64.9 -92.4 -68.9 -72.1 -77.1 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 32 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)