V3 RESUBMISSION Response to Township Engineers Review 1 Dated November 3 2022

4 13. Sheet SP-4 shows that 2 subsurface detention basins and 2 surface basins are proposed whereas it states on page 1 of the Stormwater Management Report that 1 subsurface and 3 surface basins are proposed. This discrepancy must be resolved. PETRY RESPONSE: The Stormwater Management Report has been revised to state that we are proposing 2 subsurface detention basins and 2 surface detention basins. 14. Sheet SP-4 must be revised to specify the type of pipe that is proposed from OS #8-4 to MH #1-1. PETRY RESPONSE: The pipe information has been added to the plans. The pipe size and slope are 15” HDPE and 5.0%, respectively. (See Sheet SP-4). Also please note that OS #8-4 and MH #1-1 are now called out as OS #8-5 and MH #8-1, respectively. 15. Sheet SP-4 must be revised to show the length, slope, pipe size and type of pipe from Type "B" #7-2 to Type "B" #7-1. PETRY RESPONSE: The pipe information has been added to the plans. The pipe size and slope are 15” HDPE and 1.0%, respectively. (See Sheet SP-4). 16. Sheet SP-4 must be revised to label OS #1-10 and to show the appropriate information for this structure such as rim, elevation, invert elevation, etc. PETRY RESPONSE: The outlet structure information has been added to the plans. Please note that the outlet structure is now called OS #1-9. 17. The callout for the pipe from Type "B" #6-1 to Type "B" #7-1 is illegible on sheet SP-4. PETRY RESPONSE: The callout has been revised to be more legible. The pipe size and slope are 15” HDPE and 1.0%, respectively. (See Sheet SP-4).