Final Engineering 262 270 Main

DATE ---- ---- ---- ---- ---- ---- ----

---- ---- ---- ---- ---- ----

---- 50' REVISION STABILIZED CONSTRUCTION ENTRANCE ---- ---- ----

---- ---- ---- ---- ---- ---- ----

---- ---- ---- ---- ---- STONE SIZE: ASTM C-33, SIZE NO.2 (2 12" TO 1 12") (SEE DETAIL D5/C1.5)

No. ---- ---- ---- ---- ---- ----

---- ---- ---- ---- ---- ----

---- ---- SOIL EROSION AND SEDIMENT NEW JERSEY 262-270 MAIN ST SITE REDEVLOPMENT JORGE MASTROPIETRO ARCHITECTS

JORGE MASTROPIETRO ARCHITECTS SITE CIVIL DESIGN CONTROL ESSEX SEDIMENT & EROSION CONTROL NOTES DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION 6. DUST CONTROL TO BE PROVIDED AS REQUIRED USING ACCEPTED INDUSTRY STANDARDS. CONTROL PRACTICES. THE SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE 7. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT CLEAR OF SOIL AND INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCES, AND MAINTAINED UNTIL PERMANENT DEBRIS AND IS RESPONSIBLE FOR ANY STREET CLEANING NECESSARY, AS A RESULT OF THEIR PROTECTION IS ESTABLISHED. WORK, DURING THE COURSE OF THE PROJECT. 2. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILTY OF THE 8. SEDIMENT AND

WORK, DURING THE COURSE OF THE PROJECT. 2. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILTY OF THE 8. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA CONTRACTOR. ALL STRUCTURES SHALL BE MAINTAINED IN GOOD WORKING ORDER AT ALL STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY PERMANENT TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY MONITORED AND MEASURES. WEST ORANGE SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY 9. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE ENGINEER. ALL SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED ON A REGULAR CURRENT EDITION OF THE NEW JERSEY "TOP SOIL AND LAND GRADING STANDARDS." BASIS, AND AFTER EACH HEAVY RAIN TO INSURE PROPER OPERATION AS DESIGNED. AN 10. ALL INLETS WITHIN 100' OF PROPERTY SHALL HAVE OUTLET CONTROL STRUCTURES INSTALLED. INSPECTION SCHEDULE SHALL BE SET FORTH PRIOR TO THE START OF CONSTRUCTION. 11. THE AREA OF SILT FENCE SHALL DEMARCATE THE LIMIT OF DISTURBANCE: 3. THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT CAPTURING STANDARDS 11.1. ±30,218 SQUARE FEET SHALL BE AS ORDERED BY THE OWNER ENGINEER, AND IN ACCORDANCE WITH THE 11.2. ±0.6937 ACRES STANDARDS SET FORTH IN THE "BEST MANAGEMENT PRACTICES MANUAL." 4. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE REMOVED FROM THE SITE IMMEDIATELY AND PLACED IN A STABILIZED STOCKPILE OR FILL AREA. ALL TOPSOIL REQUIRED FOR FINAL GRADING AND STORED ON SITE SHALL BE LIMED, FERTILIZED, TEMPORARILY SEEDED AND MULCHED WITHIN 21 DAYS.