23 Site Plan

C-802 SOIL EROSION & SEDIMENT CONTROL PLAN NOTES & DETAILS 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 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 HARD FESCUE: 130 LBS/ACRE OR 3 LBS/1,000 SF CHEWINGS FESCUE: 45 LBS/ACRE OR 1 LBS/1,000 SF STRONG CREEPING RED FESCUE: 45 LBS/ACRE OR 1 LBS/1,000 SF PERENNIAL RYEGRASS: 10 LBS/ACRE OR 0.25 LBS/1,000 SF STABILIZATION SPECIFICATIONS TEMPORARY SEEDING AND MULC+ING - 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). MULC+ STABILIZATION 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 PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-NJA230139.00-1A----->LAYOUT: C-802 EROS TH 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: NJA230139.00-1A CRA / TGH TXL 08/14/2025 P-CIVL-CNDS 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 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 09/17/2025 REV. PER SCD COMMENTS. TGH TXL 09/17/2025 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone: (908) 668-8300 Fax: (908) 754-4401 www.BohlerEngineering.com NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 BOHLER ENGINEERING NJ, LLC 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 TM BOHLER Sep 24, 2025 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 Know what's below. Callbefore you dig. PROFESSIONAL ENGINEER T. LAM NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 NOTES: 1. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE ANTI-TRACKING

INEER T. LAM NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 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. SEE CHART PUBLIC R.O.W. SEE CHART EXISTING GROUND PUBLIC RIGHT OF WAY GEOTECH FILTER FABRIC2 1/2" CLEAN STONE OVER GEOTECH FILTER FABRIC 6" MIN PROPERTY LINE STABILIZED CONSTRUCTION EXIT/ACCESS & ANTI-TRACKING PAD NOT TO SCALE (NJ-O020101 - 03/2024) PLAN VIEWPROFILE CHART * AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. R 25' R 25' GRADE PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUIREMENTS COARSE GRAINED SOILS FINE GRAINED SOILS 0% TO 2% 50 Ft 100 Ft 2% TO 5% 100 Ft 200 Ft >5% ENTIRE ENTRANCE STABILIZED WITH HOT MIX ASPHALT BASE COURSE, MIX I-2* 11 FILTERED WATER FLOW PUMP DISCHARGE BAG MAY BE SURROUNDED BY STAKED HAY BALES AND FILTER FABRIC TO ENHANCE SEDIMENT CAPTURE 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. PUMP EXCAVATION AREA SEDIMENT CONTROL BAG NJ SCD SEDIMENT CONTROL BAG FOR DEWATERING NOT TO SCALE (NJ-O070101-09/2023) 2 TREE PROTECTION DURING SITE CONSTRUCTION NOT TO SCALE (NJ-O030201 - 08/2023) 6' WOOD OR STEEL FENCE POSTS AT 8' MAXIMUM CENTER TO CENTER

CONTROL BAG FOR DEWATERING NOT TO SCALE (NJ-O070101-09/2023) 2 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. 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. 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 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

UST 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 SOY BEAN SOAP STICK NONE COARSE SPRAY 1,200 NJSCD STANDARD FOR DUST CONTROL NOT TO SCALE (NJ-O049905 - 04/2024) 5 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. 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

ANS 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. 5. INLET GRATE OPENING IS TO BE KEPT CLEAR OF OBSTRUCTIONS AT ALL TIMES. 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. 9.0" DIAMETER (TYP.) GUTTERBUDDY/SEDIMENT FILTER TUBE OR APPROVED EQUAL. CURB GRATE JUTE MESH OR FLOCMAT CRADLE AS REQUIREDSECTION A-A INLET FILTER SACK (SEE DETAIL) GUTTERBUDDY/SEDIMENT FILTER TUBE OR APPROVED EQUAL. OVERFLOW HOLES/BYPASS DRAINAGE FOR LARGER STORM EVENTS TIGHTLY COMPRESS FILTER TUBE AGAINST CURB GUTTERBUDDY/SEDIMENT FILTER TUBE OR APPROVED EQUAL. FOLD JUTE MESH FLOCMAT ON BOTH UPPER AND LOWER EDGES, TUCK JUTE MESH AGAINST BOTH SIDES TO CREATE A "CRADLE" JUTE MESH CRADLE PLAN VIEW RUNOFF FILTERED WATER RUNOFF CURB RUNOFF RUNOFF CURB A A INLET FILTER NOT TO SCALE (NJ-O050108 - 04/2024) 6 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 -

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) 44 SE4UENCE OF CONSTRUCTION · A STORMWATER PRECONSTRUCTION MEETING (EXCLUSIVE OF MUNICIPAL AND AGENCY PRECONSTRUCTION MEETINGS) WITH THE 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)