A general note should be added indicating that all site lighting will be adjusted as may be directed by the Township/Inspecting Engineer should unanticipated offsite lighting impacts result from the development which is proposed. Daffodil bulb planting should be added to the landscaping seed mix.

Light pole footings should be indicated with a 6.0" maximum exposure.

A general note should be added indicating that supplemental screen plantings will be provided, as may be directed by the inspecting engineer should the preservation of existing vegetation not be adequate to providing proper screening.

A 0.5 footcandle line shall be added to the lighting plan.

The lighting design shall be revised to ensure that the lighting does not exceed the permitted lighting along property lines as well as minimum requirements onsite.

Area of Roadway Dedication on East Commodore Boulevard should be shown on the plan along with a note indicating Lot Area before and after dedication. The Zonning Schedule "Lot Area" should be revised according.

Additional signage should be provided.

Apply "Current" and "Projected" Rainfall values in the analysis of the Stormwater Management system as per NJDEP requirements.

Provide a column of bottom areas (SF) for each basin in the "Time to Drain" table in the Stormwater Management Report.

Groundwater Mounding Hantush Spreadsheet results are contained in the Stormwater Management Report. The Applicant should justify why a Kh value (Surcharge Rate in the Coastal Plain) of 5X the Recharge Rate (R) was not used for the calculation.

Under "Water Quality", The Stormwater Management Report indicates that the site is located within the watershed of a Category One Waterway, and therefore, a reduction of 95% of Total Suspended Solids (expressed as an annual average) is required. The Applicant should provide a narrative indicating how this reduction percentage is being achieved by the proposed storm system design.

Soil Boring Log TP#4 indicates aa Seasonal High Water Table Elevation of 109.3. The SSIB #3 Ret/Det Cross-Section detail on Sheet 12 indicates the bottom of stone elevation to be 110.8 which is less than the 2' required separation.