Supporting Documentation · May 6, 2026
Report 4 13 2026
e043d495fcedc3c9f69247133d4a66bb2eba4dd398622fa176b144b0e20391d8Indexed text · page 13
Show all pagesENSURPLAN, INC. ww.Ensurplan.net w ivil Engineers & Land Surveyors C Ph: (732) 469-0400 Certificate of Authorization 24GA27997700 STORMWATER DRAINAGE REPORT 04/13/26 Minor Subdivision 15 Ridgeway Ave West Orange, NJ Stormwater Quality o comply with the Major Stormwater regulations water quality requirements, stormwater T management measures shall be designed to provide 80% reduction of the post-construction load of total suspended solids (TSS) in stormwater runoff generated from the water quality design storm over the net increase of motor vehicle surface. Design Methodology/Discussion lean roof runoff and runoff from lawns, walkways, patios or decks do not have to be treated for C TSS removal. herefore discussion of water quality provision on site is limited to the remaining impervious T surface comprising driveway cover. All proposed driveways on the site are specified to be constructed of a permeable pavement system. The system is rated to provide 80% TSS removal if the storage bed below the pavement can accommodate the water quality storm. onstruction details provide a non-woven geotextile fabric underlain stone bed under all C permeable pavement with a minimum depth of 12” Void storage at a 40% ratio provides an effective depth of 4.8” well in excess of the water quality storm depth of 1.25” 12 Mailing Address: Post Office Box 4304, Warren, NJ 07059
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