Impacts to all adjacent individual potable wells providing water service to the surrounding residential development. Will existing ground water elevations be affected?
A significant concern is raised based on the proposed onsite septic system and associated wastewater flows. How will existing wells be protected and what is the extent of environmental permitting? It appears a NJDEP T-1 Wastewater Permit will be required. Will the property owners be responsible for permit condition compliance?
Will grease traps be provided for all kitchen generated wastewater?
Will proper separation distances be provided between the projects septic systems, disposal field, stormwater recharge areas and existing wells?
✿ Is the disposal field sizes based on an approximation or reflect some form of actual design?
What are the specifics of the septic/dosing tanks indicated on the plan?
Will 2.0 PPM nitrogen loading be exceeded at the tracts outbound?
The applicant may wish to have a professional geologist/hydrologist available to address all potential impacts.
The applicant should address any updated comments from the Local Environmental Commission.
The site driveways to Farmingdale Road and Pfister Road will operate at an acceptable level of service for the 2032 design year.
Each school site has been designed to provide positive on-site circulation, bus queuing and adequate parking that meets and exceeds the Township recommendations.
The realigned Pfister Road intersection with Farmingdale Road is projected to operate at level of service "B" for both peak hours analyzed.
The applicant should be prepared to discuss the specific methodology utilized to establish these findings as well as anticipated impacts on the adjoining roadway system as well as proposed improvements to and realignment of Pfister Road should be addressed.
a.1 The applicant should address any new comments which have been received from the Local Bureau of Traffic Safety.