PB 25 12 Application

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---- ---- ---- SILTSACK AS MANUFACTURED EVENT AND SHALL SAFELY CONVEY HIGHER FLOWS BY ACF DIRECTLY INTO THE STORM SEWER SYSTEM. · OTHER METHODS THAT ACCOMPLISH THE PURPOSE OF

· OTHER METHODS THAT ACCOMPLISH THE PURPOSE OF ANCHOR PINS NO. 5 STEEL BARS CONTROL NOTES AND DETAILS STORM SEWER INLET PROTECTION MAY BE USED IF SOIL EROSION AND SEDIMENT TWO PER BALE

TWO PER BALE NEW JERSEY APPROVED BY THE SOIL CONSERVATION DISTRICT. · INSPECTIONS SHALL BE FREQUENT. MAINTENANCE, REPAIR, AND REPLACEMENT SHALL BE MADE PROMPTLY, AS 262-270 MAIN ST SITE REDEVLOPMENT NEEDED. THE BARRIER SHALL BE REMOVED

NEEDED. THE BARRIER SHALL BE REMOVED WHEN THE AREA DRAINING TOWARD THE INLET HAS BEEN STABILIZED. · THE CONTRACTOR SHALL INSTALL STORM SEWER INLET STOCKPILE JORGE MASTROPIETRO ARCHITECTS PROTECTION IN ACCORDANCE WITH THE SE&SC IN NJ, #30, JULY 1999.

JULY 1999. OF ERODIBLE MATERIAL SITE CIVIL DESIGN INLET SEDIMENT CONTROL DEVICE DETAIL D2 DETAIL: INLET SEDIMENT CONTROL DEVICE ESSEX C1.10 SCALE: NTS

C1.10 SCALE: NTS HAY BALES NOTE: SIDE SLOPES SHALL BE A MAXIMUM OF 2:1. BACKFILL STOCKPILE PLASTIC MEMBRANE COVER STOCKPILE SHALL BE SEEDED IMMEDIATELY.

D IMMEDIATELY. MATERIAL STOCKPILE DETAIL WEST ORANGE HAY BALES, (TYP.) D6 DETAIL: MATERIAL STOCKPILE C1.10 SCALE: NTS PLASTIC MEMBRANE BOTTOM

PLASTIC MEMBRANE BOTTOM SECTION DRAWN BY : DESIGN BY : CHECKED BY : SCALE : HP HP JC AS NOTED SHEET #: D3 DETAIL: SOIL STOCKPILE