1240815SitePlanSet Pleasant Valley Way 2025 09 11

THE RAMP EDGES. 4. EDGE PROTECTION (RAIL OR CURB) NOT REQUIRED IF RAMP OR LANDING WIDTH EXTENDS 12" BEYOND FACE OF RAIL. 5. EDGE PROTECTION NOT REQUIRED ON LANDINGS HAVING A VERTICAL DROP-OFF OF 1/2" OR LESS WITHIN 10" HORIZONTAL OF THE MIN REQUIRED LANDING AREA. 6. HANDRAIL, PER OWNER AND ARCHITECT APPROVAL AND BE ADA COMPLIANT. PROVIDE SHOP DRAWINGS. 1 1/2 " DIA. AS APPROVED BY OWNER AND ARCHITECT POST EMBEDDED 6" INTO CONCRETE WALK DENSE GRADED AGGREGATE OR SUITABLE SUBGRADE (TYPICAL)

L:\2024\12408\1240815\AUTOCAD\SHT-8-9-1240815.DETAILS.DWG 09/11/25 05:04:55PM, TForgione, LAYOUT:9 JOB NO. SCALE DWG.NO. MAP NO. FIELD BOOK DRAWN BY 973-379-3280 Fax:973-379-7993 258 Main Street, PO Box 191 Millburn, New Jersey 07041 DATE CHK. BYREFERENCE XREFS: TITLEMASTER 24X36 FLAT FILE .No.: CONSTRUCTION DETAILS AS-SHOWN 9 New Jersey Professional Engineer/Land Surveyor No. New Jersey Professional Planner No. MICHAEL T. LANZAFAMA 30084 03503 512-516 PLEASANT VALLEY WAY TAX LOTS 11 & 12, BLOCK 154.06 ESSEX COUNTY, NJ 07-17-2025 N/A DESC. 1240815 CAD TOWNSHIP OF WEST ORANGE TFMTL REVISIONS OWNER / APPLICANT: 127 MITCHELL STREET, LLC 516 PLEASANT VALLEY WAY WEST ORANGE, NJ, 07052 MAINTENANCE 1. SILT FENCE SHALL BE INSPECTED AFTER EVERY RAIN EVENT. ANY DAMAGE MUST BE REPAIRED IMMEDIATELY. 2. SEDIMENT AND DEBRIS SHALL BE REMOVED FROM THE UPSTREAM SIDE OF THE SILT FENCE WHEN IT ACCUMULATES TO THE EXTENT THAT VISIBLE BULGES DEVELOP IN THE FENCE OR REACHES HALFWAY UP THE FENCE. 3. SILT FENCE SHALL ONLY BE REMOVED AFTER VEGETATIVE GROWTH OR OTHER STABILIZATION MEASURES HAVE BEEN ACHIEVED. REQUIREMENTS FOR SILT FENCE: 1. 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 WITH A MINIMUM DIAMETER THICKNESS OF 1 1/2 INCHES. 2. 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 GEO-TEXTILE FABRIC WHERE SPACE FOR OTHER PRACTICES IS LIMITED AND HEAVY SEDIMENT LOADING IS EXPECTED. 3. A GEO-TEXTILE 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 THE GROUND. THE FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEM CONSISTING OF METAL FASTENERS (NAILS OR STAPLES) AND A HIGH STRENGTH REINFORCEMENT MATERIAL (NYLON WEBBING, GROMMETS, WASHERS, ETC.) PLACED BETWEEN THE FASTENER AND THE GEO-TEXTILE FABRIC. THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE FABRIC SHALL INCORPORATE A DRAWSTRING IN THE TOP PORTION OF THE FENCE FOR ADDED STRENGTH. TREE PROTECTION DETAIL TREE PROTECTION NOTES: 1. SNOW FENCING SHOULD BE INSTALLED AT DRIP LINE OF TREE BRANCHES. 2. NO BOARDS ARE TO BE NAILED TO TREES. 3. FEEDER

TION OF THE FENCE FOR ADDED STRENGTH. TREE PROTECTION DETAIL TREE PROTECTION NOTES: 1. SNOW FENCING SHOULD BE INSTALLED AT DRIP LINE OF TREE BRANCHES. 2. NO BOARDS ARE TO BE NAILED TO TREES. 3. FEEDER ROOTS SHOULD NOT BE CUT INSIDE THE TREE BRANCHES DRIP LINE. 4. TREE LIMB REMOVAL, WHERE NECESSARY, WILL BE DONE TO TRUNK OR MAIN BRANCH. 5. ALL TREES INSIDE THE LIMIT OF DISTURBANCE TO BE PRESERVED MUST BE PROTECTED WITH ORANGE TREE PROTECTION FENCE. 6. PROTECT TREE DRIPLINE ROOT AREA. ANY CHANGE MUST BE FORWARDED (PRIOR TO WORK BEING COMPLETED) TO THE TOWNSHIP FORESTER FOR APPROVAL. WOOD SNOW FENCE PLACE METAL POSTS EVERY 8' ANCHOR POSTS 3' INTO GROUND Estimate a tree's Protected Root Zone (PRZ) by calculating the Critical Root Radius (CRR). 1. Measure the DBH (Diameter of tree at breast height, 4.5 feet above ground on the uphill side of tree) in inches. 2. Multiply measured DBH by 1.5 or 1.0. Express the result in feet. DBH x 1.5: Critical Root Radius for older, unhealthy, or sensitive species. DBH x 1.0: Critical Root Radius for younger, healthy or tolerant species. SEED SELECTIONS 1.0 1.0 5/1-9/1 5/1-9/1 5/15-8/15 5/15-8/15 6/1-8/1 6/1-8/1 2/15-5/1 8/15-10/15 2/15-5/1 8/15-10/15 8/15-10/15 8/1-12/15 3/1-5/15 8/15-10/1 3/1-5/15 8/15-10/1 8/15-10/1 8/1-11/15 3/15-6/1 8/1-9/15 3/15-6/1 8/1-9/15 8/1-9/15 8/1-11/1 0.5 1.0 1.0 1.0 0.5 0.7 1.0 2.0 2.2 2.8 20 30 100 86 96 112 ZONE 7a, 7bZONE 6bZONE 5b, 6sPer 1000 Sq. Ft.Per Acre PEARL MILLET MILLET(GERMAN OR HUNGARIAN) WARM SEASON GRASSES OPTIMUM SEEDING DEPTH (3) (inches) OPTIMUM SEEDING DATE (2) based on Plant Hardiness Zone SEEDING RATE (1) (pounds) COOL SEASON GRASSES PERENNIAL RYEGRASS SPRING OATS WINTER BARLEY WINTER CEREAL RYE 150 25 60 APPLICATION RESIDENTIAL/COMMERCIAL LOTS DRAINAGE DITCHES SWALES AND DETENTION BASINS 3/1-4/30 & 8/15-11/15 3/1-4/30 & 8/15-11/15 LIMESTONE (tons/Acre) 2 2 FERTILIZER (lbs/Acre) 50 10-20-10 50 10-20-10 OPTIMUM SEEDING DATES SEEDING RATE (pounds/Acre) TURF TYPE TALL FESCUE REED CANARY GRASS KENTUCKY BLUEGRASS SEED SELECTIONS PERMANENT VEGETATIVE COVER 1. SEEDING RATE FOR WARM GRASS, SELECTION 5-7 SHALL BE ADJUSTED TO REFLECT THE AMOUNT OF PURE LINE SEED (PLS) AS DETERMINED BY A GERMINATION TEST RESULT. NO ADJUSTMENT IS REQUIRED FOR COOL SEASON GRASSES 2. MAY BE PLANTED THROUGHOUT SUMMER, IF SOIL MOISTURE IS ADEQUATE OR SEEDED AREA CAN BE IRRIGATED 3. TWICE THE DEPTH FOR SANDY

ERMINATION TEST RESULT. NO ADJUSTMENT IS REQUIRED FOR COOL SEASON GRASSES 2. MAY BE PLANTED THROUGHOUT SUMMER, IF SOIL MOISTURE IS ADEQUATE OR SEEDED AREA CAN BE IRRIGATED 3. TWICE THE DEPTH FOR SANDY SOILS TEMPORARY VEGETATIVE STABILIZATION GRASSES, SEEDING RATES, DATES AND DEPTHS Seed Preparation A.Apply ground limestone and fertilizer according to soil test recommendations such as offered by Rutgers Co-operative Extension. Soil sample mailers are available from the local Rutgers Co-operative Extension offices. Fertilizer shall be applied at the rate of 500 pounds per acre of 11 pounds per 1,000 square feet of 10-20-10 or equivalent with 50% water insoluble nitrogen unless a soil test indicates otherwise. Apply limestone in accordance with Table 4-1, page 4-2 and the results of soil testing. Calcium carbonate is the equivalent and standard for measuring the ability of liming materials to neutralize soil acidity and supply calcium and magnesium to grasses and legumes. Table 4-1 is a general guideline for limestone application rates. LIMESTONE APPLICATOIN RATE BY SOIL TEXTURE SOIL TEXTURE TONS/ACRE LBS /1000 SQ. FT. Clay, Clay loam, & high organic soil 3 135 Sandy loam, loam, silt loam 2 90 Loamy sand, sand 1 45 B. Work lime and fertilizer into the soil as nearly as practical to a depth of 4 inches with a disc, springtooth harrow, or other suitable equipment. The final harrowing or discoing operation should be on the general contour. Continue tillage until a reasonable uniform seedbed is prepared. C.Immediately prior to seeding, the surface should be scarified 6” to 12” where there has been soil compaction. This practice is permissible only where there is no danger to underground utilities (cables, irrigation systems, etc.). D.High acid producing soil. Soils having pH of 4 or less or containing iron sulfide shall be covered with a minimum of 21 inches of soil having a pH of 5 or more before initiating seedbed preparation. See Standard for Management of High Acid Producing Soils, pg. 1-1. STANDARD FOR STABILIZATION WITH MULCH ONLY Definition Stabilizing exposed soils with non-vegetative materials exposed for periods longer than 14 days Purpose To protect exposed soil surfaces from erosion damage and to reduce offsite environmental damage. Water Quality Enhancement Provides temporary mechanical protection against wind or rainfall induced soil erosion until

sed soil surfaces from erosion damage and to reduce offsite environmental damage. Water Quality Enhancement Provides temporary mechanical protection against wind or rainfall induced soil erosion until permanent vegetative cover may be established. Where Applicable This practice is applicable to areas subject to erosion, where the season and other conditions may not be suitable for growing an erosion-resistant cover or where stabilization is needed for a short period until more suitable protection can be applied. Methods and Materials 1. Site Preparation A. Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application, and mulch anchoring. All grading should be done in accordance with Standards for Land Grading B. Install needed erosion control practices or facilities such as diversions, grade stabilization structures, channel stabilization measures, sediment basins, and waterways. See Standards 11 through 42. 2. Protective Materials C. Unrotted small-grain straw, at 2.0 to 2.5 tons per acre, is spread uniformly at 90 to 115 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. The approved rates above have been met when the mulch covers the ground completely upon visual inspection, i.e. the inspector cannot see the ground below the mulch. C. Synthetic or organic soil stabilizers may be used under suitable conditions and in quantities as recommended by the manufacturer. D. Wood-fiber or paper-fiber mulch at the rate of 1,500 pounds per acre (or according to the manufacturer's requirements) may be applied by a hydroseeder. E. Mulch netting, such as paper jute, excelsior, cotton, or plastic, may be used. F. Woodchips applied uniformly to a minimum depth of 2 inches may be used. Woodchips will not be used on areas where flowing water could wash them into an inlet and plug it. G. Gravel, crushed stone, or slag at the rate of 9 cubic yards per 1,000 sq. ft. applied uniformly to a minimum depth of 3 inches may be used. Size 2 or 3 (ASTM C-33) is recommended. 3. Mulch Anchoring - should be accomplished immediately after placement of hay or straw mulch to minimize loss by wind or water. This may be done by one of the following methods, depending upon the size of

lch Anchoring - should be accomplished immediately after placement of hay or straw mulch to minimize loss by wind or water. This may be done by one of the following methods, depending upon the size of the area and steepness of slopes. H. Peg and Twine - Drive 8 to 10 inch wooden pegs to within 2 to 3 inches of the soil surface every 4 feet in all directions. Stakes may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine between pegs in a criss-cross and a square pattern. Secure twine around each peg with two or more round turns. I. Mulch Nettings - Staple paper, cotton, or plastic nettings over mulch. Use degradable netting in areas to be mowed. Netting is usually available in rolls 4 feet wide and up to 300 feet long. J. Crimper Mulch Anchoring Coulter Tool - A tractor-drawn implement especially designed to punch and anchor mulch into the soil surface. This practice affords maximum erosion control, but its use is limited to those slopes upon which the tractor can operate safely. Soil penetration should be about 3 to 4 inches. On sloping land, the operation should be on the contour. K. Liquid Mulch-Binders 4. Applications should be heavier at edges where wind catches the mulch, in valleys, and at crests of banks. Remainder of area should be uniform in appearance. 5. Use one of the following: a. Organic and Vegetable Based Binders - Naturally occurring, powder based, hydrophilic materials that mixed with water formulates a gel and when applied to mulch under satisfactory curing conditions will form membrane networks of insoluble polymers. The vegetable gel shall be physiologically harmless and not result in a phyto-toxic effect or impede growth of turfgrass. Vegetable based gels shall be applied at rates and weather conditions recommended by the manufacturer. b. Synthetic Binders - High polymer synthetic emulsion, miscible with water when diluted and following application to mulch, drying and curing shall no longer be soluble or dispersible in water. It shall be applied at rates and weather conditions recommended by the manufacturer and remain tacky until germination of grass. SOIL EROSION AND SEDIMENT CONTROL NOTES 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 December 2017.

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 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. All soil to be exposed or stockpiled for a period of greater than 14 days, and not under active construction, will be temporarily seeded and hay mulched or otherwise provided with vegetative cover. 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 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,

dvanced 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 inches, firmed in place, is required, as per the Standards for Topsoiling and Land Grading, last revised 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 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. 16. SEQUENCE OF CONSTRUCTION 1.1. Install Sediment Control Fence, Vehicle Tracking Pad and Tree Protection 5 Days 1.2. Demolish portions of existing buildings & others structures. Tree Removal. 4 Weeks 1.3. Rough Grade Property, Install Retaining Walls 6 Weeks 1.4. Install Sanitary Sewer & Water Lines 4 Weeks 1.5. Install Storm Sewer & Drainage Systems, Protect Inlets 4 Weeks 1.6. Construction of new building(s) as applicable 18-24 Months 1.7. Finalize Grading of Property & install Temporary Stabilization 1 Week 1.8. Construct walks & driveway curbing 6 Weeks 1.9. Remove Vehicle Tracking Pad & Pave Roadways 4

as applicable 18-24 Months 1.7. Finalize Grading of Property & install Temporary Stabilization 1 Week 1.8. Construct walks & driveway curbing 6 Weeks 1.9. Remove Vehicle Tracking Pad & Pave Roadways 4 Weeks 1.10. Install Permanent Stabilization 3 Weeks 1.11. Remove Sediment Control Fence 1 Week 2. Project site is located in the Metropolitan Planning Area (PA-1) District and has been previously developed therefore, is exempt from soil restoration under exemption #6 on page 19-2 of the New Jersey Standards for Soil Erosion Sediment Control. DUST CONTROL NOTES 1. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS, AND INSTALL ALL MEASURES NECESSARY TO REASONABLY CONTROL SOIL EROSION AND TO PREVENT SEDIMENT FROM WASHING DOWNSTREAM OR FROM BEING BLOWN ABOUT THE SITE AND INTO ADJACENT NEIGHBORHOODS. 2. THE CONTRACTOR IS TO FOLLOW THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN INCLUDING THE GENERALIZED SEQUENCE OF CONSTRUCTION. 3. DUST CONTROL METHODS, EQUIPMENT, PRODUCTS, SEQUENCE OF OPERATIONS, AND MAINTENANCE IS TO FOLLOW THE REQUIREMENTS OF THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, LATEST REVISION. THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST (PAGE NUMBERS REFER TO THE NJ STANDARDS): MULCHES - SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY (PG. 5-1). VEGETATIVE COVER - SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PG. 7-1), PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION (PG. 4-1), AND PERMANENT STABILIZATION WITH SOD (PG. 6-1) TILLAGE - TO ROUGHEN SURFACE AND BRING 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 OF 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

LL 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. SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. TABLE 16-1: DUST CONTROL MATERIALS WATER TYPE OF APPLICATION MATERIAL DILUTION NOZZLE RATE ANIONIC ASPHALT EMULSION 7:1 COARSE SPRAY 1200 LATEX EMULSION 12.5:1 FINE SPRAY 235 RESIN IN WATER 4:1 FINE SPRAY 300 POLYACRYLAMIDE (PAM) - SPRAY ON APPLY ACCORDING TO MFR. INSTRUCTIONS MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND POLYACRYLAMIDE (PAM) - DRY SPRAY PRECIPITATE SUSPENDED COLLOIDS. SEE SEDIMENT BASIN STANDARD (PG.26-1) ACIDUATED SOY BEAN SOAP STICK NONE COARSE SPRAY 1200 4. IF SOIL, DUST, OR MUD SHOULD GET TRACKED ONTO AREA ROADWAYS, THE CONTRACTOR IS TO USE POWER BROOMS, SWEEPERS, OR OTHER SUITABLE MEANS TO PROMPTLY REMOVE SUCH MATERIALS. 5. THE CONTRACTOR IS TO MAINTAIN THE SOIL EROSION, SEDIMENT CONTROL AND DUST CONTROL FEATURES UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED, APPROVED, AND ACCEPTED BY THE OWNER. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE SILT FENCE DETAIL NOT TO SCALE TEMPORARY AND PERMANENT STABILIZATION NOT TO SCALE INLET PROTECTION DETAIL NOT TO SCALE SOIL COMPACTION EXEMPTION NOTE AS DETERMINED BY THE STATE POLICY MAP, THE PROJECT AREA FALLS WITHIN THE METROPOLITAN PLANNING AREA (PA1). UNDER EXISTING CONDITIONS, THE SITE IS NOT COVERED IN WOODY VEGETATION NOR REGROWTH. IN ACCORDANCE WITH NEW JERSEY STANDARD FOR LAND G RA DING (REVISED 2017) , NON WOO DY V EG ETA TE D PA 1 ARE AS FAL L UNDER THE S OIL CO MPA CTION EXEMPTION AS A "URBAN REDEVELOPMENT" AND IS DEFINED BY N J D E P A S " P R E V I O U S L Y D E V E L O P E D "