293-22 Exhibit A.pdf

LEGEND GENERAL NOTES DUST CONTROL NOTES SOIL EROSION & SEDIMENT CONTROL NOTES LIMIT OF DISTURBANCE 1. TOPOGRAPHIC SURVEY INFORMATION BASED ON WEST ORANGE TOPOGRAPHIC SURVEY PREPARED BY WSP*SELLS, CHARLTON, MA. DATE OF PHOTOGRA[PHY SILT FENCE SPRING 2010.

SILT FENCE SPRING 2010. 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN 2. PROPERTY LINES ARE SHOWN BASED ON PLAN ENTITLED "INCINERATOR ACCORDANCE WITH THE JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT 7TH PROPOSED GRAVEL/ASPHALT MILLING STABILIZED TRAVEL WAY EDITION LAST REVISED JANUARY 2014. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL

VISED JANUARY 2014. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL PROPERTY", PREPARED BY JOHN T. MC CANN, PE, LS DATED JULY 1978. THEY ARE INTENDED FOR APPROXIMATE PROPERTY LINE REPRESENTATIVE ONLY AND DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS NOTICE: These documents are an instrument of service and are the property of Jenne Associates, LLC. The documents may not be used for any other project, nor by any other Professional for the continuation of this project, nor sold, without the written Authorization of Jenne Associates, LLC. PROPOSED NEW ASPHALT TRAVEL WAY NOT TO BE INTERPRETED AS AN EXACT LOCATION OF THE PROPERTY LINES. ESTABLISHED.

3. THIS DRAWING REFLECTS CONDITIONS AS OF THE DRAWING DATE OF THE 2. ALL SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ABOVE REFERENCED SURVEYS. ACTIVE CONSTRUCTION, WILL BE TEMPORARILY SEEDED AND HAY MULCHED OR OTHERWISE PROVIDED WITH STORMWATER DISCHARGE POINT FOR PROPOSED GABION TABLE 16-1 : DUST CONTROL MATERIALS

VEGETATIVE COVER. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY BASKET SEDIMENT BARRIER AND THEN TO BE 4. THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ARE SHOWN PERMANENT RESTABILIZATION IS ESTABLISHED. INSPECTED/MAINTAINED BASED ON AVAILABLE INFORMATION AND SURFACE EVIDENCE AND ARE TO BE MATERIAL WATER DILUTION TYPE OF NOZZLE APPLY

DENCE AND ARE TO BE MATERIAL WATER DILUTION TYPE OF NOZZLE APPLY (GAL/ACRE) CONSIDERED APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE BEST RECOMMENDED TO ESTABLISH PERMANENT STORMWATER DISCHARGE POINT TO BE INSPECTED/MAINTAINED VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND FALL - 8/15 - VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION (NJ ANIONIC ASPHALT EMULSION

ONE-CALL AT 811 OR 1-800-272-1000) AND NOTIFY THE DESIGNER 7:1 COARSE SPRAY 1,200 10/1 IMMEDIATELY IF THE LOCATION OF UNKNOWN UTILITIES MAY IMPACT THE PROPOSED CONSTRUCTION. AREA OF DISTURBANCE LATEX EMULSION 12.5:1 FINE SPRAY 235 4. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS

COVER IS ESTABLISHED 5. CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, RESIN IN WATER 4:1 FINE SPRAY 300 STATE AND LOCAL RULES, REGULATIONS AND REQUIREMENTS, MANUFACTURER'S INSTALLATION REQUIREMENTS AND PROCEDURES AND IN TOTAL - 560,200 SF (12.98 ACRES) POLYACRYLAMIDE (PAM) - SPRAY ON MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND

AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND 5. 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 ESTABLISHED. CONFORMANCE WITH CONSTRUCTION INDUSTRY PRACTICE. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL.

D BEFORE THEY BECOME FUNCTIONAL. PRECIPITATE SUSPENDED COLLOIDS. SEE SEDIMENT BASIN STANDARDS POLYACRYLAMIDE (PAM) - DRY SPRAY (PG. 26-1) APPLY ACCORDING TO MANUFACTURE'S INSTRUCTIONS 6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90