12 Site Plans 12 10 2025

UTLET STRUCTURE RIM: 368.32 WEIR: 366.95 (4') INV. (IN): 365.60 (6") INV. (OUT): 365.43 (15") BLOCK 157 LOT 11 LOW LOW LOW LOD LOW W LO LO PROP C/O-210 INV. (IN): 365.93 (6") INV. (IN): 365.76 (8") INV. (OUT): 365.76 (8") LOW MH-120 LOW PROP MH LOW RIM: 368.44 INV. (IN): 365.71 (8") INV. (IN): 365.18 (15") INV. (OUT): 365.18 (15") LOD LOD LOD LOW D LO D EY WAY PROP. CONNECTION TO EXIST STM SYSTEM INV. (IN): 364.15 (15") ET&C LOD CH N A R H BY RIVER T U O S HWA RA 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 © BOHLER 2. S BLOCK 157 LOT 1 TM (Rev. 12/2024) 1. SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES W SOU TH B RAH RAN WAY RIVECH R BROOK PLACE E SOIL EROSION & SEDIMENT CONTROL PLAN NOTES LIMIT OF DISTURBANCE LINE HAS BEEN OFFSET FOR GRAPHICAL PURPOSES. ACTUAL LIMIT OF DISTURBANCE WILL OCCUR AT THE SILT FENCE OR LIMIT OF GRADING. 30 15 7.5 0 SCALE: 1" = 30' SHEET NUMBER: 30 C-801 REVISION 2 - 12/10/2025

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 © BOHLER TM PROPERTY LINE SEE CHART PUBLIC R.O.W. SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES SEE CHART BAG MAY BE SURROUNDED BY STAKED HAY BALES AND FILTER FABRIC TO ENHANCE SEDIMENT CAPTURE FILTERED WATER FLOW PUMP DISCHARGE R 25' 6" MIN SEDIMENT CONTROL BAG GRADE PUBLIC RIGHT OF WAY EXISTING GROUND 2 1/2" CLEAN STONE OVER GEOTECH FILTER FABRIC PUMP GEOTECH FILTER FABRIC NOTES: 1. CONTRACTOR MUST COMPLY WITH ALL APPLICABLE SOIL CONSERVATION AND NJDEP REQUIREMENTS REGARDING DISCHARGE OF EFFLUENT. 2. A SEDIMENT/SILT CONTROL BAG IS TO BE USED ON SITE WHERE EXCAVATIONS ARE DEEP AND SPACE IS LIMITED, AND WHEN DIRECT DISCHARGE OF SEDIMENT LADEN WATER TO STREAM OR DRAINAGE SYSTEM IS TO BE AVOIDED. 3. BAG MUST BE LOCATED AWAY FROM RECEIVING WATERS AND/OR CONSTRUCTION ACTIVITIES. 4. BAGS MUST BE DISPOSED OF ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND FED.,STATE, AND LOCAL REGULATIONS. BAGS MAY NOT BE REUSED. 5. DISCHARGE HOSE FROM PUMP MUST BE PLACED IN A STABILIZED AREA DOWN SLOPE OF UNSTABILIZED AREAS TO PREVENT EROSION. 6. MAINTENANCE MUST BE PERFORMED BY THE CONTRACTOR WHEN THE PUMP RUNS DRY AND BACK UP WATER REMAINS. R 25' PLAN VIEW PROFILE PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUIREMENTS COARSE GRAINED SOILS FINE GRAINED SOILS 50 Ft 100 Ft 100 Ft 200 Ft 0% TO 2% 2% TO 5% NOTES: 1. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE ANTI-TRACKING PAD FOR THE DURATION OF THE PROJECT, SO THAT THE ROAD IS KEPT CLEAN. 2. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION EXIT AND PUBLIC R.O.W. 3. CONTRACTOR MUST APPLY TOP DRESSING WITH REPLACEMENT/ SUPPLEMENTAL STONE AS NECESSARY DURING THE PROJECT TO MAINTAIN ADEQUATE ANTI-TRACKING FUNCTION. 4. ANTI-TRACKING TO BE PROVIDED WHEREVER VEHICLES EXIT IN UN-STABILIZED PORTION OF THE CONSTRUCTION SITE. 5. TRACKING PAD IS TO EXTEND TO THE PAVED AREA IN THE PUBLIC R.O.W. ENTIRE ENTRANCE STABILIZED WITH HOT MIX ASPHALT BASE COURSE, MIX I-2* >5% * AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. CHART NOT TO

TEND TO THE PAVED AREA IN THE PUBLIC R.O.W. ENTIRE ENTRANCE STABILIZED WITH HOT MIX ASPHALT BASE COURSE, MIX I-2* >5% * AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. CHART NOT TO SCALE REVISIONS NJ SCD SEDIMENT CONTROL BAG 2 FOR DEWATERING STABILIZED CONSTRUCTION EXIT/ACCESS & ANTI-TRACKING PAD 1 EXCAVATION AREA (NJ-O020101 - 03/2024) NOT TO SCALE REV DATE 1 09/17/2025 (NJ-O070101-09/2023) AREA OF SITE CONSTRUCTION 2 COMMENT DRAWN BY CHECKED BY REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS TGH TXL AWS TXL TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW PROTECTED ROOT ZONE (PRZ) OR PROPOSED LIMITS OF DISTURBANCE. 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. MAX SIDE SLOPE (TYP) MAINTAIN STOCK PILE SURFACE IN ACCORDANCE WITH TEMPORARY STABILIZATION NOTES 3 1 35' MAX PLAN WOOD & WIRE SNOW FENCE USED AS TREE GUARD TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT. BOARDS WILL NOT BE NAILED TO TREES. PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT RADIUS (CRR) GRADE AREA WITHIN THE PROTECTED ROOT ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION. ELEVATION 6' WOOD OR STEEL FENCE POSTS AT 8' MAXIMUM CENTER TO CENTER (MINIMUM 2' BELOW GRADE). 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) 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 Know what's below. Callbefore you dig. 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. - 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 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 - FOLLOW THE "STANDARDS FOR TREE PROTECTION DURING CONSTRUCTION" PER THE "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", CURRENT EDITION. 3 TREE PROTECTION DURING SITE CONSTRUCTION NOT TO SCALE ISSUED FOR

FOR TREE PROTECTION DURING CONSTRUCTION" PER THE "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", CURRENT EDITION. 3 TREE PROTECTION DURING SITE CONSTRUCTION NOT TO SCALE ISSUED FOR MUNICIPAL & 4 (NJ-O030201 - 08/2023) TEMPORARY SOIL STOCKPILE NOT TO SCALE SEQUENCE OF CONSTRUCTION: · A STORMWATER PRECONSTRUCTION MEETING (EXCLUSIVE OF MUNICIPAL AND AGENCY PRECONSTRUCTION MEETINGS) WITH THE (NJ-O060101 - 01/2024) · · · · · · · DEFINITION NOTES: 1. FOR LOCATIONS WHERE GUTTERBUDDY OR SEDIMENT FILTER TUBE WILL BE PLACED IN CONCENTRATED FLOWS, BED THE TUBE IN A JUTE MESH OF (FLOCMAT) CRADLE. TUBE MUST BE INSTALLED WHERE THE HANDLES WILL BE POSITIONED AT THE VERY TOP OF THE BAG. 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. 2. GEOTEXTILE TO BE WOVEN POLYPROPYLENE PRODUCT 117f, BY SYNTHETIC INDUSTRIES INC., OR TERRATEX SC, BY WEBTEC INC., OR APPROVED EQUIVALENT. 3. 3/4" CLEAN STONE CORE SHALL BE COMPLETELY CONTAINED WITHIN GEOTEXTILE. SEAMS SHALL BE SEWN OR CLOSED BY SUITABLE MECHANICAL MEANS TO PREVENT LEAKAGE OF STONE. 4. MAINTENANCE MUST BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS IS NOT TO EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE EROSION TUBE. STABILIZATION SPECIFICATIONS TEMPORARY 5. INLET GRATE OPENING IS TO BE KEPT CLEAR OF OBSTRUCTIONS AT ALL TIMES. SEEDING AND MULCHING: 6. THE PROTECTION DEVICE IS DESIGNED TO CAPTURE OR FILTER RUNOFF FROM THE 1 YEAR, 24 HOUR STORM EVENT AND IS INTENDED TO SAFELY CONVEY HIGHER FLOWS DIRECTLY INTO THE STORM SEWER SYSTEM. FILTER TUBE

6. THE PROTECTION DEVICE IS DESIGNED TO CAPTURE OR FILTER RUNOFF FROM THE 1 YEAR, 24 HOUR STORM EVENT AND IS INTENDED TO SAFELY CONVEY HIGHER FLOWS DIRECTLY INTO THE STORM SEWER SYSTEM. FILTER TUBE MUST BE EQUIP WITH AN OVERFLOW PROTECTION TO HANDLE HIGHER FLOW RATES DURING LARGER STORM EVENTS. - 7. OTHER METHODS THAT ACCOMPLISH THE PURPOSE OF STORM SEWER INLET PROTECTION MAY BE USED IF PRE-APPROVED BY THE LOCAL SOIL CONSERVATION DISTRICT. 8. INSPECTIONS MUST BE FREQUENT. MAINTENANCE, REPAIR, AND REPLACEMENT MUST BE MADE PROMPTLY, AS NEEDED. THE BARRIER IS TO BE REMOVED WHEN THE AREA DRAINING TOWARDS THE INLET HAS BEEN STABILIZED AND ACCEPTED BY THE MUNICIPAL ENGINEER AND/OR SOIL CONSERVATION DISTRICT. 9. ALL INLETS ARE TO BE FIT WITH AN INLET FILTER SACK, AS INDICATED ON THE PLANS. SEE INLET FILTER SACK DETAIL FOR ADDITIONAL INFORMATION. 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. 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) -DRY SPREAD ACIDULATED SOY BEAN SOAP STICK FILTERED WATER - 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 1. 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). A. UNROTTED SMALL-GRAIN STRAW, OR SALT HAY AT 2.0 TO 2.5 TONS/ACRE IS SPREAD UNIFORMLY AT 70 TO 90 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

NCHORING 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. 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 RUNOFF JUTE MESH OR FLOCMAT CRADLE AS REQUIRED GRATE INLET FILTER SACK (SEE DETAIL) GUTTERBUDDY/SEDIMENT FILTER TUBE OR APPROVED EQUAL. STABILIZATION SPECIFICATIONS - PERMANENT SEEDING COARSE SPRAY PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN PROPOSED RETAIL STORE MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone: Fax: (908) 668-8300 (908) 754-4401 www.BohlerEngineering.com NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 T. LAM 1,200 CURB CURB A A RUNOFF - GUTTERBUDDY/SEDIMENT FILTER TUBE OR APPROVED EQUAL. OVERFLOW HOLES/BYPASS DRAINAGE FOR LARGER STORM EVENTS 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. RUNOFF PLAN VIEW 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. JUTE MESH CRADLE NJSCD STANDARD FOR DUST CONTROL (NJ-O049905 - 04/2024) - TIGHTLY COMPRESS FILTER TUBE AGAINST CURB SPRINKLING- SITE IS SPRINKLED UNTIL THE SURFACE IS WET. NOT TO SCALE NJA230139.00-2A CRA / TGH TXL 08/14/2025 P-CIVL-CNDS TM CURB RUNOFF 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

RB RUNOFF 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 EFFECT. 5 - 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. NONE PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: FOR GUTTERBUDDY/SEDIMENT FILTER TUBE OR APPROVED EQUAL. SECTION A-A POLYACRYLAMIDE (PAM) -SPRAY ON AS G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-NJA230139.00-2A----->LAYOUT: C-802 EROS Dec 15, 2025 TYPE OF NOZZLE · · THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. MULCH STABILIZATION 9.0" DIAMETER (TYP.) WATER DILUTION SITE CONTRACTOR, GEOTECHNICAL ENGINEER OF RECORD, CIVIL ENGINEER OF RECORD, AND LSRP (IF APPLICABLE) SHALL OCCUR TO DISCUSS THE DRAWINGS AND SPECIFICATIONS IN THE SITE PLAN DRAWING SET APPROVED FOR CONSTRUCTION, PRIOR TO ANY SITE DISTURBANCE. PHASE 1: INSTALL DOWN SLOPE PERIMETER SILT FENCING AND OTHER SOIL EROSION SEDIMENT CONTROL MEASURES. (3 DAYS) PHASE 2: DEMOLISH GREENHOUSE, PAVEMENT & CONCRETE STRUCTURES. (14 DAYS) PHASE 3: INSTALL PERVIOUS PAVEMENT SYSTEM. (2 WEEKS) PHASE 4: CLEAR AND ROUGH GRADE FOR NEW PARKING AREAS AND OTHER AREAS REQUIRING EXCAVATION. (7 DAYS) PHASE 5: EXCAVATE AND INSTALL ON SITE IMPROVEMENTS INCLUDING BUILDING, CURBING, ETC. (21 DAYS) PHASE 6: FINAL GRADING ON SITE. (3 DAYS) PHASE 7: CONVERSION OF TEMPORARY PERVIOUS PAVEMENT SYSTEM TO FINAL SPECIFICATIONS AS OUTLINED IN THE SIMPLIFIED STORMWATER REPORT. (2 WEEKS) PHASE 8: INSTALL PAVING, CONCRETE, AND FINAL VEGETATION INCLUDING SEEDING AND LANDSCAPING. (14 DAYS) PHASE 9: TEMPORARY EROSION CONTROLS BEING REMOVED AFTER PERMANENT STABILIZATION OF ALL EXPOSED AREAS. (3 DAYS) AGENCY REVIEW & APPROVAL 6 FOLD JUTE MESH FLOCMAT ON BOTH UPPER AND LOWER EDGES, TUCK JUTE MESH AGAINST BOTH SIDES TO CREATE A "CRADLE" 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

DGES, TUCK JUTE MESH AGAINST BOTH SIDES TO CREATE A "CRADLE" 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) 130 LBS/ACRE SEEDS: HARD FESCUE: CHEWINGS FESCUE: 45 LBS/ACRE STRONG CREEPING RED FESCUE: 45 LBS/ACRE PERENNIAL RYEGRASS: 10 LBS/ACRE OR OR OR OR 3 LBS/1,000 SF 1 LBS/1,000 SF 1 LBS/1,000 SF 0.25 LBS/1,000 SF 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 SF, 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 APPROXIMATELY 75% TO 95% OF SOIL SURFACE WILL BE COVERED. FOR UNIFORM DISTRUBUTION OF HAND-SPREAD MULCH, DIVIDE THE AREA INTO APPROXIMATELY 1,000 SF 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. LIQUID MULCH-BINDERS PROFESSIONAL ENGINEER NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 SHEET TITLE: SOIL EROSION & SEDIMENT CONTROL PLAN NOTES & DETAILS SHEET NUMBER: C-802 INLET FILTER NOT TO SCALE (NJ-O050108 - 04/2024) REVISION 2 - 12/10/2025

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 © BOHLER UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 % APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC -1 TACK COAT PAVEMENT JOINT STORAGE BED (CLEAN, WASHED, OPEN GRADED AASHTO NO. 2 BROKEN STONE) (SEE NOTES) STANDARD PAVEMENT SECTION (SEE DETAILS) 1' TEST METHOD INSPECTION PORT (SEE NOTES) (SEE DETAIL) 2" CHOKER COURSE (CLEAN, WASHED, AASHTO NO. 57 BROKEN STONE) ±1.67' (SEE DRAINAGE PLAN) PROPERTIES 6" PERVIOUS ASPHALT SURFACE COURSE (SEE NOTE #1) 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. 5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 24 INCHES AND 36 INCHES. 7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. 8. FOR INLET WITH CURB PIECE OPENING, THE CURB PIECE OPENING SHALL BE BLOCKED SO ALL STORMWATER RUNOFF WILL BE FILTERED THROUGH THE FILTER SACK. SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES TM SPECIFICATION TABLE 1' WRAP FILTER FABRIC ALONG SIDES AND BOTTOM 3" PERFORATED 6" PVC UNDERDRAIN @ 0.20% (SEE DRAINAGE PLAN) TOP OF STONE STORAGE: 367.65' BOTTOM OF STONE STORAGE: 366.65' 3" 366.65' REVISIONS 1' MIN. SEPARATION TO SHWT WIDTH VARIES (SEE DRAINAGE PLAN) FINISH GRADE GEOTEXTILE BAG DEPTH = D D 1/4 D 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. 1/2 D 1/4" BRIGHTLY

DEPTH = D D 1/4 D 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. 1/2 D 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LE NG TH =L DT WI H= COMMENT 09/17/2025 DRAWN BY CHECKED BY REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS TGH TXL AWS TXL NOTES: 1. PERMEABLE ASPHALT SURFACE COURSE TO HAVE 15-25% POROSITY. FOR PARKING AREAS, A POLYMER MODIFIED BINDER PG 64E-22 MUST BE USED. PERVIOUS PAVEMENT SURFACE COURSE TO HAVE MINIMUM TESTED INFILTRATION RATE OF 6.4 IN/HR (20 IN/HR IF USED FOR STORMWATER QUALITY CONTROL). REFER TO GEOTECHNICAL ENGINEERING/REPORT FOR THICKNESS. 2. REFER TO NJ SWBMP MANUAL CHAPTER 9.6 AND NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FOR OPEN-GRADED FRICTION COURSE COMPOSITION, MIX DESIGN, & INSTALLATION TEMPERATURE SPECIFICATIONS. 3. STORAGE BED AGGREGATE MUST BE PLACED IN LOOSE LIFTS NOT TO EXCEED 6 INCHES AND COMPACTED USING PLATE COMPACTORS PER NJ SWBMP MANUAL. 4. AT LEAST ONE INSPECTION PORT, WITH A REMOVABLE CAP, MUST BE PROVIDED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE PERFORATED SECTION OF THE NETWORK OF PIPES WITH ITS LOCATION DENOTED IN THE MAINTENANCE PLAN. THE INSPECTION PORT MUST BE PLACED AT LEAST 3 FEET FROM ANY EDGE. ADDITIONALLY, EACH INSPECTION PORT MUST BE FLUSH WITH THE SURFACE OF THE SURFACE LAYER AND EXTEND DOWN TO THE UNDERDRAIN PIPE NETWORK. THE SIZE OF THE INSPECTION PORT MUST BE LARGE ENOUGH TO ALLOW FOR MAINTENANCE ACTIVITIES. 5. SEALANT, TOP COAT, AND OTHER TREATMENTS SHALL NOT BE USED ON THE PERVIOUS ASPHALT PAVEMENT COURSE. CONSTRUCTION MAY NOT TAKE PLACE DURING RAIN OR SNOW, NOR WHEN THE SUBSOIL IS FROZEN. 6. POST-CONSTRUCTION TESTING OF THE PERMEABLE ASPHALT SURFACE COURSE IS REQUIRED AND MUST CONFORM TO THE METHODS OF EITHER ASTM C1701: STANDARD TEST METHOD FOR INFILTRATION RATE OF IN-PLACE PERVIOUS CONCRETE OR ASTM C1781: STANDARD TEST METHOD FOR SURFACE INFILTRATION RATE OF PERMEABLE UNIT PAVEMENT SYSTEMS. AT LEAST THREE LOCATIONS MUST BE USED FOR THE TEST, AND THEY SHOULD BE SPACED EVENLY ACROSS THE PERVIOUS PAVING SYSTEM. FAILURE TO ACHIEVE THE MINIMUM DESIGN INFILTRATION RATE OF THE SURFACE COURSE AT ONE OR MORE LOCATION INDICATES THE SYSTEM CANNOT BE PUT IN SERVICE UNTIL THE SYSTEM IS CORRECTED TO YIELD ALL PASSING VALUES. UNLIKE THE