Tudor Wharf Draft Environmental Impact Report 



EOEA * 67 4 4 



CANA No Build Condition and the Build 

 Condition as well. Average delay per 

 vehicle will increase by 7 to 9 seconds. 

 Delay is minimized if the VHB design is 

 altered toinclude a left turn only, a 

 left-through, a through, and a right turn 

 only lane on the Chelsea Street approach 

 to the intersection. A right turn only 

 signal phase can be included with the 

 eastbound Rutherford Avenue signal phase. 



Table 6 



Level of Service 



AM and FM Peak Hour 



Intersection 



Post CANA 

 No Build 

 LOS Delay 



Post CANA with Tudor Wharf 

 H/o Hassport Parcel h/ Kassport Parcel 

 LOS Delay v/c LOS Delay 



yZ£ 



AM PEAK HOUR 

 Chelsea St/Uarren St 

 Rutherford Ave/Chelsea St 

 Rutherford Ave/Rte 1 Rarnps 

 PM PEAK HOUR 

 Chelsea St/Uarren St 

 Rutherford Ave/Chelsea St 

 Rutherford Ave/Rte 1 Ranps 



•195- 



