2022 09 22 46 Greenwood Ave Site Application

N.A.D. 83 (2011) NORTH X X X X X X INSTALL SILT FENCE, TYP. EXISTING TREE SHALL BE REMOVED, TYP. INSTALL CONSTRUCTION ENTRANCE, TYP. SOIL EROSION AND SEDIMENT CONTROL PLAN SOIL EROSION AND SEDIMENT CONTROL PLAN 100 SCALE IN FEET 2 410 SITE ENGINEERING PLAN FOR: BLOCK 176.01 LOT 33 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY GENERAL NOTES: 1. EXISTING BOUNDARY, STRUCTURES, TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY PREPARED BY BREVARD SURVEYING & MAPPING, LLC DATED DECEMBER 8, 2020. 2. ALL ELEVATIONS SHOWN ON THIS SURVEY REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). SOIL AND SEDIMENT EROSION CONTROL NOTES: 1. ALL SOIL EROSION CONTROL PRACTICES SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY (NJ STANDARDS) AND SHALL BE INSTALLED IN THE PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT STABILIZATION IS ESTABLISHED. 2. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND MULCHING. IF THE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREA SHALL BE MULCHED WITH SALT HAY OR EQUIVALENT AND BOUND IN ACCORDANCE WITH THE NJ STANDARDS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER). 3. D METHODS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER. 4. THE SITE SHALL AT ALL TIME BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 5. SOIL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED ON A REGULAR BASIS, INCLUDING AFTER EVERY STORM EVENT. 6. A CRUSHED STONE, VEHICLE WHEEL-CLEANING BLANKET WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS ROAD INTERSECTS ANY PAVED ROADWAY. SAID BLANKET WILL BE COMPOSED OF 1-IN TO 3-IN CRUSHED STONE WITH A 6-IN DEPTH AND SHALL BE AT LEAST 30-FT BY 100-FT AND SHOULD BE UNDERLAIN WITH A SUITABLE SYNTHETIC SEDIMENT FILTER FABRIC AND MAINTAINED DURING CONSTRUCTION. 7. DRIVEWAYS MUST BE STABILIZED WITH 1-IN TO 3-IN CRUSHED STONE OR SUBBASE PRIOR TO INDIVIDUAL LOT CONSTRUCTION. 8. ALL SOIL WASH TREED, DROPPED, SPILLED OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR ONTO PUBLIC RIGHT-OF-WAYS, WILL BE REMOVED IMMEDIATELY. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. 9. CATCH BASIN INLETS WILL BE PROTECTED WITH AN INLET FILTER DESIGNED IN ACCORDANCE WITH SECTION 30-1 OF

LIC RIGHT-OF-WAYS, WILL BE REMOVED IMMEDIATELY. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. 9. CATCH BASIN INLETS WILL BE PROTECTED WITH AN INLET FILTER DESIGNED IN ACCORDANCE WITH SECTION 30-1 OF NJ STANDARDS. 10. STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQUIRED, BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL. 11. DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT CONTROL BAG OR OTHER APPROVED FILTER IN ACCORDANCE WITH SECTION 14-1 OF THE NJ STANDARDS. 12. DUST SHALL BE CONTROLLED VIA THE APPLICATION OF WATER, CALCIUM CHLORIDE OR OTHER APPROVED METHOD IN ACCORDANCE WITH SECTION 16-1 OF THE NJ STANDARDS. 13. TREES TO REMAIN AFTER CONSTRUCTION ARE TO BE PROTECTED WITH A SUITABLE FENCE INSTALLED AT THE DRIP LINE OR BEYOND IN ACCORDANCE WITH SECTION 9-1 OF THE NJ STANDARDS. 14. THE PROJECT OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT MAY OCCUR BELOW STORMWATER OUTFALLS OR OFF-SITE AS A RESULT OF CONSTRUCTION ACTIVITIES. C102.00 TITLE: PROJECT: TAX LOT 33 - BLOCK 176.01 LOCATED IN THE CITY OF WEST ORANGE, ESSEX COUNTY 46 GREENWOOD AVENUE, WEST ORANGE, NJ 07631 DRAWING NUMBER: FRANK J. ROTONDA, PE, PP, CME 31 KIEL AVENUE, KINNELON, NJ 07045 T: 201-258-0174 Frank J. Rotonda, PE NJ LIC. NO. 38306 ISSUANCE DATEBY 2 APPROVAL APPROVED AS A VARIANCE BY THE ZONING BOARD OF THE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY AT REGULAR HEARING MEETING HELD ON_________________. DATE: ZONING BOARD CHAIRMAN DATE: ZONING BOARD SECRETARY DATE: BOROUGH ENGINEER