481 Eagle Rock Ave West Orange NJ Preliminary Final Major Site Plan 11042024

TED BY THE SSESCNJ. TESTING METHOD IS TO BE SELECTED, AND SOIL COMPACTION TESTING IS TO BE PERFORMED BY THE CONTRACTOR OR OTHER PROJECT OWNER'S REPRESENTATIVE (E.G., ENGINEER). 6. A MINIMUM OF TWO (2) TESTS ARE TO BE PERFORMED FOR PROJECTS WITH AN OVERALL LIMIT OF DISTURBANCE OF UP TO ONE (1) ACRE AND AT A RATE OF TWO (2) TESTS PER ACRE OF THE OVERALL LIMIT OF DISTURBANCE FOR LARGER AREAS WHICH ARE TO BE EVENLY DISTRIBUTED OVER THE AREA OF DISTURBANCE SUBJECT TO TESTING. 7. TESTS ARE TO BE PERFORMED IN AREAS REPRESENTATIVE OF THE CONSTRUCTION ACTIVITY PREVAILING IN THE AREA. 8. IN THE EVENT THIS TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLDS INDICATED FOR THE TESTING METHOD, THE CONTRACTOR/OWNER WILL HAVE THE OPTION TO PERFORM COMPACTION MITIGATION OVER THE ENTIRE DISTURBED AREA (EXCLUDING EXEMPT AREAS) OR TO PERFORM ADDITIONAL TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE COMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTED AREAS WOULD REQUIRE COMPACTION MITIGATION. 9. SOIL TEST METHOD OPTIONS - THE OPTIONS THAT ARE PERMITTED ARE CONTAINED IN THE SSESCNJ, CHAPTER 19, WHICH PROVIDES SPECIFICATIONS FOR EACH OPTION THAT MUST BE FOLLOWED. THE OPTIONS INCLUDE THE FOLLOWING: A. PROBING WIRE TEST METHOD B. HANDHELD SOIL PENETROMETER TEST METHOD C. TUBE BULK DENSITY TEST METHOD D. NUCLEAR DENSITY TEST METHOD MAXIMUM DRY BULK DENSITIES (GRAMS/CUBIC CENTIMETER) BY SOIL TYPE SOURCE: USDA NATURAL RESOURCE CONSERVATION SERVICE, SOIL QUALITY INFORMATION SHEET, SOIL QUANTITY RESOURCE CONCERNS: COMPACTION, APRIL 1996. E. ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE A DRY WEIGHT, SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED, SUBJECT TO DISTRICT PRE-APPROVAL. 10. PROCEDURES FOR SOIL COMPACTION MITIGATION IF SUBGRADE SOILS ARE DETERMINED TO BE EXCESSIVELY COMPACTED BY TESTING OPTION INDICATED ABOVE, PROCEDURES MUST BE IMPLEMENTED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. RESTORATION OF COMPACTED SOILS IS TO BE THROUGH DEEP SCARIFICATION/TILLAGE (6” MINIMUM DEPTH) WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.) OR IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER. 11. INSTALLATION REQUIREMENTS A. TIMBER, LOGS, BRUSH, RUBBISH, ROCKS, STUMPS AND VEGETATIVE

MS, ETC.) OR IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER. 11. INSTALLATION REQUIREMENTS A. TIMBER, LOGS, BRUSH, RUBBISH, ROCKS, STUMPS AND VEGETATIVE MATTER WHICH CAN INTERFERE WITH THE GRADING OPERATION OR AFFECT THE PLANNED STABILITY OR FILL AREAS MUST BE REMOVED AND DISPOSED OF ACCORDING TO THE PLAN. B. TOPSOIL IS TO BE STRIPPED AND STOCKPILED IN AMOUNTS NECESSARY TO COMPLETE FINISH GRADING OF ALL EXPOSED AREAS REQUIRING TOPSOIL. SSESCNJ STANDARD FOR TOPSOILING, PG. 8-1. C. TOPSOIL MUST BE APPLIED UNIFORMLY APPLIED TO AN AVERAGE DEPTH OF 5 INCHES, WITH A MINIMUM DEPTH OF 4 INCHES REQUIRED. IF SPECIAL REGULATIONS AND/OR INDUSTRY DESIGN STANDARDS ARE APPROPRIATE, ALTERNATE TOPSOIL DEPTHS MAY BE CONSIDERED. SEE SSESCNJ STANDARD FOR TOPSOILING, PG. 8-2. D. FILL MATERIAL IS TO BE FREE OF BRUSH, RUBBISH, TIMBER, LOGS, VEGETATIVE MATTER AND STUMPS IN AMOUNTS THAT CAN BE DETRIMENTAL TO CONSTRUCTING STABLE FILLS. E. ALL STRUCTURAL FILLS MUST BE COMPACTED AS DETERMINED BY STRUCTURAL ENGINEERING REQUIREMENTS FOR THEIR INTENDED PURPOSE AND AS REQUIRED TO REDUCE SLIPPING, EROSION OR EXCESSIVE SATURATION. F. ALL DISTURBED AREAS MUST BE LEFT WITH A NEAT AND FINISHED APPEARANCE AND MUST BE PROTECTED FROM EROSION. SEE SSESCNJ STANDARDS FOR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION, PG. 4-1. G. TREES TO BE RETAINED MUST BE PROTECTED AS NECESSARY IN ACCORDANCE WITH SSESCNJ STANDARD FOR TREE PROTECTION DURING CONSTRUCTION, PG. 9-1. 12. UPON COMPLETION OF SOIL COMPACTION TESTING, A COMPLETED "SOIL COMPACTION MITIGATION VERIFICATION FORM", ALONG WITH TEST RESULTS, MUST BE SUBMITTED TO THE SOIL CONSERVATION DISTRICT PRIOR TO A REQUEST FOR A "REPORT OF COMPLIANCE INSPECTION". SOIL TYPE/TEXTURE BULK DENSITY G/CC COARSE, MEDIUM AND FINE SANDS AND LOAMY SANDS 1.80 VERY FINE SAND AND LOAMY VERY FINE SAND 1.77 SANDY LOAM 1.75 LOAM, SANDY CLAY LOAM 1.70 CLAY LOAM 1.65 SANDY CLAY 1.60 SILT, SILT LOAM 1.55 SILTY CLAY LOAM 1.50 SILTY CLAY 1.45 CLAY 1.40 STABILIZATION SPECIFICATIONS - PERMANENT SEEDING - LIME - 90 LBS/1.000 SF GROUND LIMESTONE - FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 LBS/ACRE OR 11 LBS/1,000 SF; 10-10-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE, AND INCORPORATED INTO THE SURFACE A MINIMUM OF 4 INCHES. (PER § 4-1 NJSESC STANDARDS) - SEEDS: - PERMANENT

10-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE, AND INCORPORATED INTO THE SURFACE A MINIMUM OF 4 INCHES. (PER § 4-1 NJSESC STANDARDS) - SEEDS: - PERMANENT STABILIZATION SPECIFICATIONS: MULCHING A. MULCH IS REQUIRED ON ALL SEEDING. MULCH MATERIALS TO BE UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, AT THE RATE OF 1.5 TO 2 TONS/ACRE OR 70 TO 90 LBS/1,000 SQ. FT, EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BIND, THE RATE OF APPLICATION IS 3 TONS PER ACRE. B. MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MULCH. SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT AT LEAST 85% OF SOIL SURFACE WILL BE COVERED. FOR UNIFORM DISTRUBUTION OF HAND-SPREAD MULCH, DIVIDE THE AREA INTO APPROXIMATELY 1,000 SQ. FT. SECTIONS AND DISTRIBUTE 70-90 LBS WITHIN EACH SECTION. C. MULCH ANCHORING TO BE DONE IMMEDIATELY AFTER PLACEMENT BY ONE OF THE FOLLOWING METHODS: 1. PEG AND TWINE 2. MULCH NETTING 3. CRIMPER 4. LIQUID MULCH-BINDERS HARD FESCUE: 130 LBS/ACRE OR 3 LBS/1,000 S.F. CHEWINGS FESCUE: 45 LBS/ACRE OR 1 LBS/1,000 S.F. STRONG CREEPING RED FESCUE: 45 LBS/ACRE OR 1 LBS/1,000 S.F. PERENNIAL RYEGRASS: 10 LBS/ACRE OR 0.25 LBS/1,000 S.F. 35' MAX NOTES: 1. CONTRACTOR SHALL SEPARATE TOP SOIL AND GENERAL EXCAVATED MATERIAL INTO SEPARATE STOCKPILES. 2. CONTRACTOR SHALL PROTECT EXCAVATED REUSABLE SOILS FROM SOILS CONTAMINATED WITH DELETERIOUS MATERIAL. MAINTAIN STOCK PILE SURFACE IN ACCORDANCE WITH TEMPORARY STABILIZATION NOTES MAX SIDE SLOPE (TYP) CONSTRUCT SILT FENCE AROUND PERIMETER OF STOCKPILE WITHIN UN PAVED AREAS (SEE DETAIL) OR TEMPORARY BLOCK AND SEDIMENT FILTER TUBE AROUND PERIMETER WITHIN PAVED AREAS (SEE DETAIL) 3 1 GRADE TEMPORARY SOIL STOCKPILE NOT TO SCALE(NJ-O060101 - 01/2024) NOTES: 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON THE SOIL EROSION AND SEDIMENT CONTROL PLAN. 2. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT TO ANY SILT FENCE SHALL NOT EXCEED 5%. 3. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE SIDES. 4. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE AS PROMPTLY AS POSSIBLE. 5. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE INSTRUCTED BY THE MUNICIPAL ENGINEER OR SOIL CONSERVATION DISTRICT. 6. THE BARRIER SHALL BE REMOVED WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM

OTHERWISE INSTRUCTED BY THE MUNICIPAL ENGINEER OR SOIL CONSERVATION DISTRICT. 6. THE BARRIER SHALL BE REMOVED WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE AND ACCEPTED BY THE MUNICIPAL ENGINEER OR SOIL CONSERVATION DISTRICT. 7. FENCE POSTS SHALL BE SPACED 8 FEET CENTER-TO-CENTER OR CLOSER. THEY SHALL EXTEND AT LEAST 2 FEET INTO THE GROUND AND EXTEND AT LEAST 2 FEET ABOVE GROUND. POSTS SHALL BE CONSTRUCTED OF HARDWOOD A MIN. DIAMETER THICKNESS OF 1 12 INCHES. 8. A METAL FENCE WITH 6 INCH OR SMALLER OPENINGS AND AT LEAST 2 FEET HIGH MAY BE UTILIZED, FASTENED TO THE FENCE POSTS, TO PROVIDE REINFORCEMENT AND SUPPORT TO THE GEOTEXTILE FABRIC WHERE SPACE FOR OTHER PRACTICES IS LIMITED AND HEAVY SEDIMENT LOADING IS EXPECTED. 9. A GEOTEXTILE FABRIC, RECOMMENDED FOR SUCH USE BY THE MANUFACTURER, SHALL BE BURIED AT LEAST 6 INCHES DEEP IN THE GROUND. THE FABRIC SHALL EXTEND AT LEAST 2 FEET ABOVE GROUND. FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEM CONSISTING OF METAL FASTENERS (NAILS OR STAPLES) AND HIGH STRENGTH REINFORCEMENT MATERIAL (NYLON WEBBING, GROMMETS, WASHERS ETC.) PLACED BETWEEN THE FASTENER AND THE GEOTEXTILE FABRIC. THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE FABRIC SHALL INCORPORATE A DRAWSTRING TO INDICATE LIMIT OF SILT ACCUMULATION. CONTRACTOR MUST CLEAR THE ACCUMULATED SILT WHEN LIMIT IS REACHED. 6" 6" 2' 2' MIN APPROVED FILTER FABRIC MEETING STATE SPECIFICATIONS (3' WIDE) 2" x 2" WOOD OR METAL FENCE POSTS, SPACED 8' o.c. MAX. DRAWSTRING RUNNING THROUGH FABRIC EXISTING UNDISTURBED GROUND DIG 6" WIDE x 6" DEEP TRENCH, BURY BOTTOM 1' OF FILTER FABRIC, TAMP IN PLACE AREA OF DISTURBANCE DRAWSTRING RUNNING THROUGH FABRIC GRADE FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC SILT FENCE NOT TO SCALE(NJ-O040101 - 03/2024) SILT FLOW TREE PROTECTION DURING SITE CONSTRUCTION NOT TO SCALE(NJ-O030201 - 08/2023) 6' WOOD OR STEEL FENCE POSTS AT 8' MAXIMUM CENTER TO CENTER (MINIMUM 2' BELOW GRADE). AREA WITHIN THE PROTECTED ROOT ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION. PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT RADIUS (CRR) WOOD & WIRE SNOW FENCE USED AS TREE GUARD TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT. BOARDS WILL NOT BE NAILED TO TREES. 4' HIGH WOOD & WIRE SNOW FENCE W/WOOD STAKES AT A MAXIMUM OF 8' ON CENTER.

WOOD & WIRE SNOW FENCE USED AS TREE GUARD TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT. BOARDS WILL NOT BE NAILED TO TREES. 4' HIGH WOOD & WIRE SNOW FENCE W/WOOD STAKES AT A MAXIMUM OF 8' ON CENTER. AS AN OPTION, ORANGE/FLUORESCENT HIGH-DENSITY "VISI-FENCE" OR APPROVED EQUAL CAN BE USED. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW PROTECTED ROOT ZONE (PRZ) OR PROPOSED LIMITS OF DISTURBANCE. AREA OF SITE CONSTRUCTION PLAN ELEVATION PROTECTED ROOT ZONE (PRZ) MEASUREMENT: · USE 1.5 X DBH FOR OLD UNHEALTHY, OR SENSITIVE SPECIES · USE 1.0 X DBH FOR YOUNGER, HEALTHY TOLERANT SPECIES - MEASURE DBH IN INCHES. EXPRESS THE RESULT IN FEET TO GET THE PRZ DIAMETER - DBH = DIAMETER AT BREAST HEIGHT OR 4.5 FEET ABOVE GRADE - FOLLOW THE "STANDARDS FOR TREE PROTECTION DURING CONSTRUCTION" PER THE "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", CURRENT EDITION. HUDSON ESSEX AND PASSAIC COUNTY SCD NOTES (O009915 - 8/8/2022) 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” 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. 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 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 FALL - 8/15 - 10/1 4. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED 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. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. 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

FORE THEY BECOME FUNCTIONAL. 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 BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. 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 - INFORMATION@HEPSCD.ORG 9. THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO APPLYING FOR THE CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF OCCUPANCY FROM THE RESPECTIVE MUNICIPALITY, NJ - DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN WINTER WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED. 10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS. 11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5.0 INCHES, FIRMED IN PLACE, IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND GRADING, EFFECTIVE DECEMBER 2017. 12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL. 13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 ½ -1” CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6”. ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” MEASURES SHALL BE DESIGNED BY THE

YS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” MEASURES SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER AND BE APPROVED BY THE SOIL CONSERVATION DISTRICT. 15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR THE SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS. NEW OWNERS' INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES DEEMED NECESSARY BY DISTRICT OFFICIALS SHALL BE IMPLEMENTED AS CONDITIONS WARRANT. SEQUENCE OF CONSTRUCTION: · PHASE I: INSTALL SOIL EROSION SEDIMENT CONTROL MEASURES. (1 DAY) · PHASE 2: DEMOLISH SHED AREA & CONCRETE STRUCTURES. (2 WEEKS) · PHASE 3: CLEAR AND ROUGH GRADE FOR NEW CONCRETE PADS AND OTHER AREAS REQUIRING EXCAVATION. (3 DAYS) · PHASE 4: CONSTRUCT PROPOSED CONCRETE PADS. (5 MONTHS) · PHASE 5: EXCAVATE AND INSTALL ON SITE IMPROVEMENTS INCLUDING UNDERGROUND UTILITIES (2 WEEKS) · PHASE 6: FINAL GRADING ON SITE. (3 DAYS) · PHASE 7: INSTALL CONCRETE AND FINAL LANDSCAPING. (14 DAYS) STABILIZATION SPECIFICATIONS TEMPORARY SEEDING AND MULCHING: - LIME LIME RATES SHALL BE DETERMINED BY SOIL TESTING - SEEDS COOL SEASON: PERENNIAL RYE GRASS 100 LBS/ACRE OR 1 LBS/1,000 SF OR OTHER APPROVED SEEDS; PLANT BETWEEN: MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 15. WARM SEASON: PEARL MILLET AT 20 LBS/ACRE OR 0.5 LBS/1,00 SF OR OTHER APPROVED SEEDS: PLANT BETWEEN: MAY 15 AND AUGUST 15. - MULCH SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 70 TO 90 LBS/1,000 SF TO BE APPLIED ACCORDING TO THE STATE STANDARDS. MULCH SHALL BE SECURED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER). MULCH STABILIZATION A. UNROTTED SMALL-GRAIN STRAW, OR SALT HAY AT 2.0 TO 2.5 TONS/ACRE IS SPREAD UNIFORMLY AT 90 TO 115 POUNDS/1,000 SF AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS. OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. B. SYNTHETIC OR ORGANIC SOIL STABILIZERS MAY BE USED UNDER SUITABLE CONDITIONS AND IN QUANTITIES AS RECOMMENDED BY THE MANUFACTURER. C. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1.500 POUNDS/ACRE (OR ACCORDING TO THE MANUFACTURER'S REQUIREMENTS) MAY BE APPLIED BY A HYOROSEEOER. D. MULCH NETTING SUCH AS PAPER JUTE, EXCELSIOR, COTTON, OR PLASTIC, MAY BE USED. E.

AT THE RATE OF 1.500 POUNDS/ACRE (OR ACCORDING TO THE MANUFACTURER'S REQUIREMENTS) MAY BE APPLIED BY A HYOROSEEOER. D. MULCH NETTING SUCH AS PAPER JUTE, EXCELSIOR, COTTON, OR PLASTIC, MAY BE USED. E. MULCH ANCHORING TO BE DONE IMMEDIATELY AFTER PLACEMENT BY ONE OF THE FOLLOWING METHODS: (1) PEG AND TWINE (2) MULCH NETTING (3) LIQUID MULCH-BINDERS 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 06/12/2024 REV. PER CLIENT COMMENTS CM JH/ BC 08/28/2024 REV. PER CLIENT COMMENTS CM JH/BC 11/04/2024 REV. PER TOWNSHIP COMMENTS CM JH/BC 11/04/2024 PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR \\BOHLERENG.NET\SHARES\NJ-PROJECTS\2023\NJD230089.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-SITE-NJD230089.00-3A----->LAYOUT: C-802 EROD CM THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NJD230089.00-3A JK JH/BC 01/03/2024 P-CIVL-SITE PRELIMINARY & FINAL MAJOR SITE PLAN WONDER GROUP, INC. PROPOSED SITE IMPROVEMENTS MAP: 79 | BLK: 152.01 | LOT: 1445.01 481 EAGLE ROCK AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org NJ CERT. OF AUTHORIZATION NO. 24GA28161700 & MH000122 BOHLER ENGINEERING NJ, LLC 30 GARBER SQUARE RIDGEWOOD, NJ 07450 Phone: (551) 307-1400 www.BohlerEngineering.com ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PROFESSIONAL ENGINEER B.S. CROWDER NEW JERSEY LICENSE No. 52263 PENNSYLVANIA LICENSE No. 086764 NEW YORK LICENSE No. 100802 TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER 1 2 3 TILLAGE- TO ROUGHEN THE SURFACE AND BRING THE CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED

ED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT. SPRINKLING- SITE IS SPRINKLED UNTIL THE SURFACE IS WET. BARRIERS- SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. CALCIUM CHLORIDE- SHALL BE IN THE FORM OF LOOSE, DRY GRANULES OR FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS. STONE- COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. DEFINITION THE CONTROL OF DUST ON CONSTRUCTION SITES AND ROADS PURPOSE TO PREVENT BLOWING AND MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES, REDUCE ON- AND OFF-SITE DAMAGE AND HEALTH HAZARDS, AND IMPROVE TRAFFIC SAFETY. CONDITION WHERE PRACTICE APPLIES THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO DUST BLOWING AND MOVEMENT WHERE ON-SITE AND OFF-SITE DAMAGE IS LIKELY WITHOUT TREATMENT. CONSULT WITH LOCAL MUNICIPAL ORDINANCES ON ANY RESTRICTIONS. WATER QUALITY ENHANCEMENT SEDIMENTS DEPOSITED AS "DUST" ARE OFTEN FINE COLLOIDAL MATERIAL WHICH IS EXTREMELY DIFFICULT TO REMOVE FROM WATER ONCE IT BECOMES SUSPENDED. USE OF THIS STANDARD WILL HELP TO CONTROL THE GENERATION OF DUST FROM CONSTRUCTION SITES AND SUBSEQUENT BLOWING AND DEPOSITION INTO LOCAL SURFACE WATER RESOURCES. PLANNING CRITERIA THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: MULCHES - SEE STANDARDS FOR STABILIZATION WITH MULCHES ONLY VEGETATIVE COVER - SEE STANDARDS FOR TEMPORARY VEGETATIVE COVER, PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION, AND PERMANENT STABILIZATION WITH SOD. SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MOCK SOILS). KEEP TRAFFIC OFF THESE AREAS. WATER DILUTION TYPE OF NOZZLE APPLY GALLONS/ ACRE ANIONIC ASPHALT EMULSION 7:1 COARSE SPRAY 1,200 LATEX EMULSION 12.5:1 FINE SPRAY 235 RESIN IN WATER 4:1 FINE SPRAY 300 POLYACRYLAMIDE (PAM) -SPRAY ON POLYACRYLAMIDE (PAM) -DRY SPREAD APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. SEE SEDIMENT BASIN STANDARD. ACIDULATED

-DRY SPREAD APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. SEE SEDIMENT BASIN STANDARD. ACIDULATED SOY BEAN SOAP STICK NONE COARSE SPRAY 1,200 4 NJSCD STANDARD FOR DUST CONTROL NOT TO SCALE(NJ-O049905 - 04/2024)