20251104 104 Winding Way Variance Plan R2

IN TABLE 4-3 ARE REQUIRED WHEN A REPORT OF COMPLIANCE IS REQUESTED PRIOR TO ACTUAL ESTABLISHMENT OF PERMANENT VEGETATION. UP TO 50% REDUCTION IN APPLICATION RATES MAY BE USED WHEN PERMANENT VEGETATION IS ESTABLISHED PRIOR TO REQUESTING A REPORT OF COMPLIANCE FROM THE DISTRICT. THESE RATES APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS 80% VEGETATIVE COVER (OF THE SEEDED SPECIES) AND MOWED ONCE. NOTE THIS DESIGNATION OF MOWED ONCE DOES NOT GUARANTEE THE PERMANENCY OF THE TURF SHOULD OTHER MAINTENANCE FACTORS BE NEGLECTED OR OTHERWISE MISMANAGED. STANDARD FOR TEMPORARY VEGETATIVE COVER STANDARD FOR PERMANENT VEGETATIVE COVER THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: MULCHES - SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY (PG. 5-1) VEGETATIVE COVER - SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PG. 7-I), PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION (PG. 4-I), AND PERMANENT STABILIZATION WITH SOD CPG. 6-1) SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. TABLE 16-1 : DUST CONTROL MATERIALS TIILAGE – – – MATERIAL WATER DILUTION TYPE OF NOZZLE APPLY GALLONS/ACRE ANIONIC ASPHALT EMULSION 7:1 COARSE SPRAY 1200 LATEX EMULSION 12.5:1 FINE SPRAY 235 RESIN IN WATER 4:1 FINE SPRAY 300 POLYACRYAMIDE (PAM)-SPRAY ON APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND PRECIPITATE POLYACRYAMIDE (PAM)-DRY SPRAY SUSPENDED COLLOIDS. SEE SEDIMENT BASIN STANDARD (PG. 26-1) ACIDULATE SOY BEAN SOAP STICK NONE COARSE SPRAY 1200 DUST CONTROL NOTES A. SOIL COMPACTION TESTING REQUIREMENTS 1. SUBGRADE SOILS PRIOR TO THE APPLICATION OF TOPSOIL (SEE PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL REQUIREMENTS) SHALL BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0 INCHES TO ENHANCE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. 2. AREAS OF THE SITE WHICH ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY DENOTED ON THE CERTIFIED SOIL EROSION CONTROL PLAN. 3. COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. A COPY OF THE PLAN OR PORTION OF THE PLAN SHALL BE USED TO MARK LOCATIONS OF TESTS, AND ATTACHED TO THE COMPACTION REMEDIATION FORM, AVAILABLE FROM THE LOCAL SOIL CONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO RECEIVING A CERTIFICATE OF COMPLIANCE FROM THE

AND ATTACHED TO THE COMPACTION REMEDIATION FORM, AVAILABLE FROM THE LOCAL SOIL CONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO RECEIVING A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT. 4. IN THE EVENT THAT TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLDS INDICATED FOR THE SIMPLIFIED TESTING METHODS (SEE DETAILS BELOW), THE CONTRACTOR/OWNER SHALL HAVE THE OPTION TO PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE PLAN (EXCLUDING EXEMPT AREAS), OR (2) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE COMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTED AREAS WOULD REQUIRE COMPACTION MITIGATION. ADDITIONAL DETAILED TESTING SHALL BE PERFORMED BY A TRAINED, LICENSED PROFESSIONAL. B. COMPACTION TESTING METHODS 1. PROBING WIRE TEST (SEE DETAIL) 2. HAND-HELD PENETROMETER TEST (SEE DETAIL) 3. TUBE BULK DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED) 4. NUCLEAR DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED) NOTE: 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 APPROVAL. SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN SUBSOIL COMPACTION REMEDIATION (SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) OR SIMILAR) IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION. C. PROCEDURES FOR SOIL COMPACTION MITIGATION PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. RESTORATION OF COMPACTED SOILS SHALL BE THROUGH DEEP SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). IN THE ALTERNATE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER MAYBE SUBSTITUTED SUBJECT TO DISTRICT APPROVAL. SOIL DE-COMPACTION AND TESTING REQUIREMENTS APPLICANT BLOCK 46.01, LOT 33 104 WINDING WAY TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NJ LOT AREA = 14,351.96 S.F. (0.329 AC.) DISTURBANCE = 8,196 S.F. (0.188 AC.) RESTORATION = 2,270S.F. (0.052 AC.) SITE INFORMATION 80 ORCHARD STREET BLOOMFIELD, NJ 07003 PHONE: 862-333-4505 HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICTPARDO DEVELOPMENT 104 WINDING WAY WEST ORANGE, NJ 07052 DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE SILT

LOOMFIELD, NJ 07003 PHONE: 862-333-4505 HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICTPARDO DEVELOPMENT 104 WINDING WAY WEST ORANGE, NJ 07052 DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE SILT ACCUMULATION GRADE FABRIC SHALL HAVE BUILT-IN DRAWSTRING ALONG TOP FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC FENCE POST, 8'-0" OC 2' MIN. 2' MIN.DIG 6" WIDE & DEEP TRENCH, BURY BOTTOM 1' OF FABRIC, TAMP IN PLACE 6" MIN. 6" MIN. DOWNGRADE SEED IMMEDIATELY AFTER STOCKPILING SILT FENCE (SEE DETAIL) HAY BALE (IF REQUIRED) TOPSOIL STOCKPILE DETAIL SCALE: NTS SILT FENCE DETAIL SEQUENCE OF CONSTRUCTION: INSTALL SILT FENCE AS DEPICTED ON SOIL EROSION AND SEDIMENT CONTROL PLAN. 2 DAYS INSTALL STONE CONSTRUCTION ENTRANCE PAD AS DEPICTED ON SOIL EROSION AND SEDIMENT CONTROL PLAN. 1 DAY ROUGH GRADE AREAS FOR PROPOSED IMPROVEMENTS. 2 WEEKS STABILIZE ALL CRITICAL AREAS SUBJECT TO EROSION. ONGOING CONSTRUCT BUILDINGS, SITE IMPROVEMENTS AND UTILITIES 10 MONTHS FINE GRADE, PLACE TOPSOIL, INSTALL LANDSCAPING, SEED, AND MULCH IN ACCORDANCE WITH PERMANENT SEEDING AND MULCHING STANDARDS. 1 WEEK AFTER LANDSCAPE STABILIZATION, REMOVE ALL SILT FENCING AND OTHER SOIL EROSION MEASURES. 1 DAY FINAL PAVE DRIVEWAY AREA. 2 DAYS TOTAL DURATION ± 12 MONTHS CLEAR SITE AND STRIP TOPSOIL AND STORE FOR FUTURE USE. 2 WEEKS NOTIFY THE SOIL CONSERVATION DISTRICT WITH WRITTEN NOTIFICATION 48 HOURS PRIOR TO ANY LAND DISTURBANCE. 2 DAYS 6.0" MIN. VISIBLE MARK ON WIRE AT DEPTH NOTES: 1. SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY DOWNWARD PRESSURE USED TO ADVANCE THE PROBE. PROBE MUST PENETRATE AT LEAST 6" WITH LESS THAN 300 PSI READING ON THE GAUGE. 2. PENETROMETER MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED. 6.0" MIN. VISIBLE MARK ON WIRE AT DEPTH GAGE READING 300 PSI OR LESS AT 6" * USE CORRECT SIZE TIP FOR SOIL TYPE 18" - 21" HANDHELD SOIL PENETROMETER TEST SCALE: NTS NOTES: 1. SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY DOWNWARD PRESSURE USED TO ADVANCE THE WIRE. 2. WIRE MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED. 3. WIRE MUST PENETRATE A MINIMUM OF 6" WITHOUT DEFORMATION. HOLD WIRE HERE GRADE GRADE SCALE:

O ADVANCE THE WIRE. 2. WIRE MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED. 3. WIRE MUST PENETRATE A MINIMUM OF 6" WITHOUT DEFORMATION. HOLD WIRE HERE GRADE GRADE SCALE: NTSPROBING WIRE TEST, 1.5 GA. STEEL WIRE SCALE: NTS TREE PROTECTION DETAIL SCALE: NTS STEEL SNOW FENCE POSTS @ 2'-0" O.C. 4' HIGH, PLACED AT DRIP LINE OF INTERFERING BRANCHES AROUND PERIMETER OF TREE 6' MIN. 6' MIN. DRIP LINE DRIP LINE 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 APPENDIX A3. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED. 3. SEEDING DATED: 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 7O 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 REIFIED IMMEDIATELY. 8. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVATES. FAX- (862) 333-4507 OR email – INFORMATION@HEPSCD.ORG. 9. THE APPLICANT MUST OBTAIN A

C SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVATES. 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 ROADWAY 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 SEDIMENT THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATION , 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 REVISION 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 EXISTS USING 2 ½ -1” CRUSHED ANGULAR STONE (ASTM2 OR 3)TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6". ALL DRIVEWAY 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 OFFICIAL SHALL BE IMPLEMENTED AS CONDITIONS WARRANT. 08.28.2023 NOTE: CONSTRUCTION ENTRANCE SHALL CONSIST OF 1 1/2" - 2" DIAMETER STONE. AS A MEANS OF CONTROLLING SOIL TRACKED OFFSITE, ALL VEHICLES

CT OFFICIAL SHALL BE IMPLEMENTED AS CONDITIONS WARRANT. 08.28.2023 NOTE: CONSTRUCTION ENTRANCE SHALL CONSIST OF 1 1/2" - 2" DIAMETER STONE. AS A MEANS OF CONTROLLING SOIL TRACKED OFFSITE, ALL VEHICLES SHALL LEAVE AT CONSTRUCTION ENTRANCE POINTS. THIS ITEM SHALL BE THE FIRST ITEM IN THE CONSTRUCTION SEQUENCE, AND SHALL REMAIN IN PLACE UNTIL SUBSTANTIAL COMPLETION OF THE PROJECT. REMOVAL SHALL BE APPROVED BY THE BOARD ENGINEER. UzLIC RæOæWæ LENGTHS OF CONSTRUCTION EXITS 0 TO 2% 2 TO 5% > 5% COARSE GRAINED SOILS FINE GRAINED SOILS LENGTH OF STONE REQUIRED 50 FT. 100 FT. 100 FT. 200 FT. ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE PERCENT OF ROADWAY SLOPE SEE TABLE FOR LENGTH SEE TABLE FOR LENGTH CONSTRUCTION ENTRANCE PAD DETAIL SCALE: NTSINLET FILTER DETAIL SCALE: NTS EXPANSION RESTRAINT OPTIONAL OVERFLOW SIDE VIEW INSTALLED 1" REBAR FOR BAG REMOVAL FROM INLET (REBAR NOT INCLUDED) DUMP STRAPS EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) BAG DETAIL LENGTH = L WIDTH = W SILTSACK OR APPROVED EQUAL DUMP LOOPS (REBAR NOT INCLUDED) CURB OPENING FOAM (IF REQUIRED) DEPTH = D SOIL EROSION AND SEDIMENT CONTROL PLAN 01. 09.30.25 revised per township comments 02. 11.04.25 general revisions