Appendix D. Noise Calculations

Transcription

1 Appendix D Noise Calculations

2 Summary of Boating Activity Changes Associated with each Alternative Peak Day Boating Trips Structure Existing With Alt increase with alt 2 increase with alt 3 increase with alt 4 increase Buoy Slip Boat House Boat lift Boat Ramp Marina Rental concessions Total

3 Construction Source Noise Prediction Model- Pier Construction Leq Reference Emission Location Distance to Nearest Receptor in feet Combined Predicted Noise Level (L eq dba) Equipment Noise Levels (L max ) at 50 feet Factor Threshold Impact Pile Driver Residence Ground Type soft Source Height 8 Receiver Height 5 Ground Factor Predicted Noise Level 3 L eq dba at 50 feet 3 Impact Pile Driver 88.0 Obtained from the FHWA Roadway Construction Noise Model, January Table. Combined Predicted Noise Level (L eq dba at 50 feet) Based on Figure 6-5 from the Federal Transit Noise and Vibration Impact Assessment, 2006 (pg 6-23). 3 Based on the following from the Federal Transit Noise and Vibration Impact Assessment, 2006 (pg 2-3). L eq (equip) = E.L.+0*log (U.F.) - 20*log (D/50) - 0*G*log (D/50) Where: E.L. = Emission Level; U.F.= Factor; G = Constant that accounts for topography and ground effects (FTA 2006: pg 6-23); and D = Distance from source to receiver.

4 Construction Source Noise Prediction Model- Pier Construction Lmax Reference Emission Location Distance to Nearest Receptor in feet Combined Predicted Noise Level (L eq dba) Equipment Noise Levels (L max ) at 50 feet Factor Threshold Impact Pile Driver 95 Residence Ground Type soft Source Height 8 Receiver Height 5 Ground Factor Predicted Noise Level 3 L eq dba at 50 feet 3 Impact Pile Driver 95.0 Obtained from the FHWA Roadway Construction Noise Model, January Table. Combined Predicted Noise Level (L eq dba at 50 feet) Based on Figure 6-5 from the Federal Transit Noise and Vibration Impact Assessment, 2006 (pg 6-23). 3 Based on the following from the Federal Transit Noise and Vibration Impact Assessment, 2006 (pg 2-3). L eq (equip) = E.L.+0*log (U.F.) - 20*log (D/50) - 0*G*log (D/50) Where: E.L. = Emission Level; U.F.= Factor; G = Constant that accounts for topography and ground effects (FTA 2006: pg 6-23); and D = Distance from source to receiver.

5 Construction Source Noise Prediction Model- Boat Ramp Leq Reference Emission Location Distance to Nearest Receptor in feet Combined Predicted Noise Level (L eq dba) Equipment Noise Levels (L max ) at 50 feet Factor Threshold Crane Residence Excavator Front End Loader Ground Type soft Source Height 8 Receiver Height 5 Ground Factor Predicted Noise Level 3 Crane L eq dba at 50 feet Excavator 8.0 Front End Loader 76.0 Obtained from the FHWA Roadway Construction Noise Model, January Table. Combined Predicted Noise Level (L eq dba at 50 feet) Based on Figure 6-5 from the Federal Transit Noise and Vibration Impact Assessment, 2006 (pg 6-23). 3 Based on the following from the Federal Transit Noise and Vibration Impact Assessment, 2006 (pg 2-3). L eq (equip) = E.L.+0*log (U.F.) - 20*log (D/50) - 0*G*log (D/50) Where: E.L. = Emission Level; U.F.= Factor; G = Constant that accounts for topography and ground effects (FTA 2006: pg 6-23); and D = Distance from source to receiver.

6 Construction Source Noise Prediction Model-Boat Ramp Lmax Reference Emission Location Distance to Nearest Receptor in feet Combined Predicted Noise Level (L eq dba) Equipment Noise Levels (L max ) at 50 feet Factor Threshold, Crane 85 Residence #NUM! Excavator 85 #NUM! Front End Loader 80 Ground Type soft Source Height 8 Receiver Height 5 Ground Factor Predicted Noise Level 3 Crane L eq dba at 50 feet Excavator 85.0 Front End Loader 80.0 Obtained from the FHWA Roadway Construction Noise Model, January Table. Combined Predicted Noise Level (L eq dba at 50 feet) Based on Figure 6-5 from the Federal Transit Noise and Vibration Impact Assessment, 2006 (pg 6-23). 3 Based on the following from the Federal Transit Noise and Vibration Impact Assessment, 2006 (pg 2-3). L eq (equip) = E.L.+0*log (U.F.) - 20*log (D/50) - 0*G*log (D/50) Where: E.L. = Emission Level; U.F.= Factor; G = Constant that accounts for topography and ground effects (FTA 2006: pg 6-23); and D = Distance from source to receiver.

7 Equipment Description Acoustical Factor (%) Spec ft (dba slow) Actual Measured 50ft (dba slow) No. of Actual Data Samples (count) Spec LmaxCalc Spec Leq Distance Actual Measured LmaxCalc Actual Measured Leq Auger Drill Rig Backhoe Bar Bender na Blasting na 94 na Boring Jack Power Unit Chain Saw Clam Shovel (dropping) Compactor (ground) Compressor (air) Concrete Batch Plant 5 83 na Concrete Mixer Truck Concrete Pump Truck Concrete Saw Crane Dozer Drill Rig Truck Drum Mixer Dump Truck Excavator Flat Bed Truck Front End Loader Generator Generator (<25KVA, VMS s Gradall Grader na Grapple (on Backhoe) Horizontal Boring Hydr. Jac Hydra Break Ram 0 90 na Impact Pile Driver Jackhammer Man Lift Mounted Impact Hammer Pavement Scarafier Paver Pickup Truck Pneumatic Tools Pumps Refrigerator Unit Rivit Buster/chipping gun Rock Drill Roller Sand Blasting (Single Nozzle Scraper Shears (on backhoe) Slurry Plant Slurry Trenching Machine Soil Mix Drill Rig na Tractor na Vacuum Excavator (Vac-tru Vacuum Street Sweeper Ventilation Fan Vibrating Hopper Vibratory Concrete Mixer Vibratory Pile Driver Warning Horn Welder / Torch Source: FHWA Roadway Construction Noise Model, January Table 9. U.S. Department of Transportation CA/T Construction Spec

8 Distance Propagation Calculations for Stationary Sources of Ground Vibration KEY: Orange cells are for input. Grey cells are intermediate calculations performed by the model. Green cells are data to present in a written analysis (output). STEP : Determine units in which to perform calculation. If vibration decibels (VdB), then use Table A and proceed to Steps 2A and 3A. If peak particle velocity (PPV), then use Table B and proceed to Steps 2B and 3B. STEP 2A: Identify the vibration source and enter the reference vibration level (VdB) and distance. STEP 3A: Select the distance to the receiver. Table A. Propagation of vibration decibels (VdB) with distance Noise Source/ID Reference Noise Level Attenuated Noise Level at Receptor vibration level distance vibration level distance (ft) (ft) Impact pile driver STEP 2B: Identify the vibration source and enter the reference peak particle velocity (PPV) and distance. STEP 3B: Select the distance to the receiver. Table B. Propagation of peak particle velocity (PPV) with distance Noise Source/ID Reference Noise Level Attenuated Noise Level at Receptor vibration level distance vibration level distance (ft) (ft) Impact pile driver Notes: Computation of propagated vibration levels is based on the equations presented on pg. 2- of FTA Estimates of attenuated vibration levels do not account for reductions from intervening underground barriers or other underground structures of any type, or changes in soil type. Federal Transit Association (FTA) (May). Transit Noise and Vibration Impact Assessment. FTA-VA Washington, D.C. Available: < Accessed: September 24, 200. Notes A "typical impat driver PPV reference value of in/sec and 04 Vdb were used (FTA 2006). Based on a discussion with Shoreline General Engineering, Impact drivers and drop hammers of up to 200 ft-lb are typically used to drive piles in Lake Tahoe (Personal communication, phone call between Dimitri Antoniou of Ascent Encvironmental on July 3, 207). This size pile driver is substantially smaller than the pile drivers associated with the higher range of reference PPV/VdB levels in the FTA 2006 reference (in the order of 00,000 ft-lb drivers) and therefore the lower range of reference levels was uses, which may also be conservatively high.