JMA02P00301 262 270 MAIN STREET

---- 01 SOIL EROSION AND SEDIMENT NEW JERSEY 262-270 MAIN ST SITE REDEVELOPMENT

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

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 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

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. 0' 5' 10' 20' 30' 40' 50' 60' 5. AND DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 21 DAYS AND NOT SUBJECT DRAWN BY : DESIGN BY : CHECKED BY : SCALE : TO CONSTRUCTION TRAFFIC, SHALL IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH HP HP JC AS NOTED SHALL BE USED IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER. SHEET #: 1 SEDIMENT CONTROL PLAN SCALE: 1/16" = 1'-0" DATE :

05/15/2025 C1.09 BINDING ORDER: JOB No. : C1.09 SCALE: 1/16"=1'-0" JMA02P003.01 09 of 15

15 FT. FABRIC SECURED TO FENCE POST H HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT (SPACING 8'-0" C TO C) SOIL EROSION AND SEDIMENT CONTROL NOTES SET ON POST WITH METAL DRAWSTRING RUNNING U

HE FILTER FABRIC FASTENERS AND THROUGH THE FABRIC 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE “NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL” REINFORCEMENT ALONG TOP OF FENCE 7TH EDITION LAST REVISED JULY 2017, EFFECTIVE DECEMBER 2017. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. BETWEEN FASTENER AND FABRIC.

D 2. SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE REQUIRED TO BE TEMPORARILY MULCHED, AND SEEDED OR S 13.25 FT. 2'-0" MIN. OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A3. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED. 3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND SILT ACCUMULATION FILTER BAG FALL - 8/15 - 10/1 4. 5. SEDIMENT FENCES ARE

FILTER BAG FALL - 8/15 - 10/1 4. 5. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN HOSE CLAMP GRADE O WOODEN STAKES ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. ENGINEERING 6" 6.

6" 6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH PUMP DISCHARGE BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. 2'-0" MIN. HOSE 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. 6" NOTE: LIMIT ONE DISCHARGE HOSE PER BAG HUDSON ENGINEERING, LLC 8. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (862) 333-4507 OR EMAIL - DIG 6" WIDE &