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Fountaingrove Environmental Impact Report - City of Santa Rosa ...

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4.0 MITIGATION MONITORING AND REPORTING PROGRAM<br />

TABLE 4-1<br />

Mitigation Monitoring and <strong>Report</strong>ing Program<br />

Documentation<br />

Additional Permit<br />

Enforcement<br />

Implementation<br />

Schedule<br />

<strong>Impact</strong>s Mitigation Measures Responsible<br />

Party<br />

Storm Water Mitigation Plan.<br />

99-08-DWQ).<br />

construction<br />

activities.<br />

Community<br />

Development<br />

Written Certification <strong>of</strong> BMP installation.<br />

<strong>Santa</strong> <strong>Rosa</strong> <strong>Santa</strong> <strong>Rosa</strong><br />

Area Standard Urban<br />

Stormwater Mitigation<br />

Plan (SUSMP).<br />

Construction<br />

Contractor<br />

As described above, compliance with the NPDES General<br />

Construction Permit, <strong>Santa</strong> <strong>Rosa</strong>’s municipal stormwater<br />

NPDES permit, the grading ordinance, the <strong>Santa</strong> <strong>Rosa</strong><br />

Area SUSMP, and the Storm Water Mitigation Plan will<br />

minimize any water quality impacts. Informational signage<br />

will be added along Project pathways located near the<br />

creek that describe the sensitivity <strong>of</strong> the buffer area and<br />

establish appropriate restrictions.<br />

During grading and construction activities, there would be the potential for surface water<br />

run<strong>of</strong>f to carry sediment and other pollutants into the stormwater system and Piner Creek,<br />

thereby potentially degrading water quality. As noted above, Piner Creek is a tributary to<br />

<strong>Santa</strong> <strong>Rosa</strong> Creek, which is listed as a 303(d) impaired waterway for sediments. Construction<br />

activities are required to comply with the National Pollutant Discharge Elimination System<br />

(NPDES) General Construction Permit, which requires preparation <strong>of</strong> a Stormwater Pollution<br />

Prevention Plan (SWPPP) outlining BMPs to be used during construction. The SWPPP would<br />

include BMPs for erosion control, sediment control, tracking control, wind erosion, and<br />

nonstormwater discharges.<br />

In addition, the Project would result in disturbance <strong>of</strong> more than 1 acre <strong>of</strong> soil; therefore, the<br />

Project will require coverage under the Statewide General Construction Permit. The General<br />

Construction Permit requires permittees to implement specific sampling and analytical<br />

procedures to determine whether implemented BMPs are preventing sediment-impaired<br />

waters from further impairment by direct discharge <strong>of</strong> sediments in stormwater. As such, the<br />

Project would be required to implement a sampling and analysis program to monitor<br />

stormwater discharges during construction. With incorporation <strong>of</strong> the General Construction<br />

Permit requirements, the Project would not result in a significant short-term water quality<br />

impact.<br />

After construction is complete and the Project is in operation, stormwater could transport<br />

contaminants—such as accumulated particulate matter, residuals from automobile use, and<br />

organic matter from access roadways, landscaped areas, and other exposed surfaces—into<br />

the storm drain system.<br />

Because the Project would increase impervious surfaces by more than 1 acre and result in<br />

development adjacent to a natural waterway, it would be required to follow the requirements<br />

outlined in the SUSMP. As required by the SUSMP, the Project would include preparation <strong>of</strong><br />

a Storm Water Mitigation Plan to mitigate post-construction water quality impacts. The new<br />

storm drain system would incorporate a hydrodynamic stormwater separator as an<br />

end-<strong>of</strong>-line BMP. Run<strong>of</strong>f would flow through the separator before being discharged to the <strong>City</strong><br />

storm drain system. The separator would be capable <strong>of</strong> removing floatables, oils, and<br />

sediments from stormwater run<strong>of</strong>f. With incorporation <strong>of</strong> this and other post-construction<br />

BMPs, the Project would not result in a significant long-term water quality impact.<br />

3.10 Noise<br />

N/A Noise Analysis.<br />

Mitigation Measure 3.10-2: Implement noise reducing<br />

measures for mechanical equipment.<br />

<strong>Impact</strong> 3.10-2: Operation <strong>of</strong> building equipment could result in noise impacts on adjacent<br />

properties.<br />

Revised project plans and<br />

specifications, if applicable.<br />

After<br />

development <strong>of</strong><br />

draft plans and<br />

specifications.<br />

<strong>City</strong> <strong>of</strong> <strong>Santa</strong><br />

<strong>Rosa</strong><br />

Department <strong>of</strong><br />

Community<br />

Development<br />

Prior to<br />

issuance <strong>of</strong><br />

building permits.<br />

Qualified<br />

Acoustical<br />

Consultant<br />

Construction<br />

Contractor<br />

Once specific pieces <strong>of</strong> equipment and their locations are<br />

chosen, a detailed noise analysis shall be conducted by a<br />

qualified acoustical consultant to assess the need for<br />

noise reduction measures. If the study shows that, after<br />

implementation <strong>of</strong> the Project, noise levels as measured<br />

at the property line would exceed either the ambient noise<br />

levels by 5 decibels A scale (dBA) or applicable noise<br />

criteria, some or all <strong>of</strong> the following noise insulation<br />

features will be incorporated into the Project design, as<br />

necessary and appropriate:<br />

The Project would place the Community Care Center building south <strong>of</strong> Gullane Drive opposite<br />

the existing residences on the north side <strong>of</strong> the roadway; the Main Building would be directly<br />

south <strong>of</strong> the Care Center. These uses are expected to generate noise caused by parking lot<br />

use, maintenance activities, and the operation <strong>of</strong> building mechanical equipment. Based on<br />

the site plan, the service yard will be located opposite the Care Center from the existing<br />

residences. This is likely the location for service-related items such as trash enclosures and<br />

may be where the major mechanical equipment for the building is located. However, no<br />

mechanical equipment plans or equipment specifications have been developed for the<br />

Project, so mechanical equipment may be located on the Care Center ro<strong>of</strong>top. The location <strong>of</strong><br />

equipment on the ro<strong>of</strong>top, while unlikely to increase noise levels above the existing Ldn in the<br />

neighborhood north <strong>of</strong> the Project site, could be noticeable to the adjacent neighborhood,<br />

depending on the placement and type <strong>of</strong> equipment used. Thus, without mitigation, the<br />

operation and use <strong>of</strong> the Project may result in a significant noise impact on the adjacent<br />

neighbors.<br />

• Specify all ro<strong>of</strong>top mechanical equipment with the<br />

manufacturer’s ‘low noise’ option, if available.<br />

• Locate ro<strong>of</strong>top mechanical equipment in the center<br />

or southern portion <strong>of</strong> the ro<strong>of</strong> to maximize the<br />

distance from the equipment to the residences to the<br />

north <strong>of</strong> the Project site.<br />

• Incorporate a parapet wall around the periphery <strong>of</strong><br />

the building ro<strong>of</strong>top, with a height equal to or greater<br />

than the height <strong>of</strong> the piece <strong>of</strong> ro<strong>of</strong>top equipment. To<br />

ensure this parapet wall acts as a noise barrier, it<br />

should be built without cracks or gaps in the face or<br />

ES092008001PHX\ BAO\082970001 4-13

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