1240815SitePlanSet 512 516 Pleasant Valley Wayrcd 3 12 2026

MAY BE CONSTRUCTED OF BRICK, CONCRETE, CONCRETE BLOCK, OR PRECAST. IF BRICK OR CONCRETE BLOCK IS USED THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE. 2. SUITABLE EXCAVATED SOIL MAY BE USED AS BACK FILL IN NON-STRUCTURALLY SUPPORTING AREAS AS DIRECTED BE THE ENGINEER. AREA SUPPORTING ANY STRUCTURE SHALL BE BACK FILL USING DENSE GRADE AGGREGATE AS DIRECT BY THE ENGINEER. 3. ALL REINFORCING STEEL TO BE A MINIMUM OF 60,000 PSI. 7/8" DIA. X 12" GALV. STEEL DUCTILE IRON, POLYPROPYLENE OR ALUMINUM LADDER RUNGS, 12" O.C. 6" CONCRETE BLOCK FROM GRADE TO 8', 12" FROM 8' TO 12' DEPTHS & 18" FOR DEPTHS GREATER THAN 12' OR PRECAST CONCRETE BRICK OR CONCRETE BENCHING (2500 PSI MIN.) WALLS MAY BE CONSTRUCTED OF CONCRETE BLOCK, OR MAY BE PRECAST WITH MINIMUM 6-IN. THICK WALLS OF CLASS "B" CONCRETE AND STEEL REINFORCEMENT TO MEET AASHTO HS20-44 FOR TRAFFIC LOADS AND APPLICABLE NJDOT STANDARDS. BLOCK WALLS TO HAVE 1/2" THICK MORTAR PARGE. 6" MIN. 6" MIN. 3/4" STONE (FOR DEPTHS GREATER THAN 8 FT. INCREASE TO 12 IN., EXCEPT IN BEDROCK) UNDISTURBED GROUND AND/OR COMPACTED SUBGRADE VARIES8" FOR FRAME & GRATE DATA REFER TO CURRENT CAMPBELL FOUNDRY CATALOG, CURB PIECE TO BE TYPE "N" (OR APPROVED EQUAL) 1 DEPRESSED CONCRETE CURB PER ESSEX COUNTY A 18" MAX. VARIABLE 4" 1 1/2" 2" 18" MAX. PAVEMENT SURFACE TOP OF CURB 18" 6" 12" A N.T.S. PLAN DRIVEWAY (SEE SITE PLAN FOR WIDTH) 6" THICK CONCRETE SIDEWALK LIMITS DRIVEWAY APRON DETAILS A A BB 1/2" PER FT. 5' VARIES 4' WIDE FULL CURB18"DEPRESSED CURB18"FULL CURB SECTION B-B 1-1/2" FULL CURB FACE TO MATCH EXISTING DEPRESSED CURB 18" SECTION A-A N.T.S. SIDEWALK (OR AS SHOWN ON PLANS) RAMP AT GUTTER LINE TO BE FLUSH WITH STREET PAVEMENT SIDEWALK LANDING AREA SECTION THROUGH RAMP 1:12 1.5% MAX. TRUNCATED DOME DETECTABLE WARNING CONCRETE CURB DEPRESSED CONCRETE CURB ON-SITE DETAIL A 18" MAX. VARIABLE 4" 1 1/2" 2" 18" MAX. PAVEMENT SURFACE TOP OF CURB 18" 6" 12" A NOTES: 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH 3/4 INCH CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE APPROVED BY THE TOWNSHIP ENGINEER PRIOR TO POURING. 2. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 20 FT. AND AT ALL STORM SEWER INLETS. JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION JOINT FILLER, 1/2 INCH THICK, CONFORMING TO NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR

AN 20 FT. AND AT ALL STORM SEWER INLETS. JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION JOINT FILLER, 1/2 INCH THICK, CONFORMING TO NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE JOINT SHALL BE RECESSED 1/4 INCH FROM THE TOP AND FRONT OF THE CONCRETE CURB. 3. TRANSVERSE JOINTS 1/2 INCH WIDE SHALL BE INSTALLED IN THE CURB 20 FT-0 INCH APART AND SHALL BE FILLED WITH PRE FORMED, BITUMINOUS-IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THE REQUIREMENTS OF AASHTO M-213, RECESSED 1/4 INCH FROM THE FRONT FACE AND TOP OF THE CURB. 4. SCORED JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 5. WIDTH OF JOINT FILLER STRIP EQUAL TO THE THICKNESS OF THE PAVEMENT LESS 1/2 INCH. 6. ONE-HALF INCH PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, CONFORMING TO AASHTO SPECFICATION M-33. TO BE INSTALLED BETWEEN CURB AND NON-BITUMINOUS PAVEMENT OR BASE COURSE. N.T.S. TYPICAL TRENCH DETAIL NOT TO SCALE PAVED AREAS OR WITHIN TOWNSHIP R.O.W. SELECT FILL SHALL BE PAVEMENT AREA NOTES: 1. COMPACTED BACKFILL TO BE FREE OF EXCESSIVE CLAY. ORGANIC MATERIAL AND BOULDERS. 2. RECYCLED CONCRETE IS NOT TO BE USED AS BACKFILL. VARIES ABOVE TOP 1'-0" MIN. 6" MINIMUM OR AS DIRECTED BY THE TOWNSHIP ENGINEER OF PIPE PIPE O.D. PLUS 2' PIPE I.D. GRASSED AREA: SEEDING & MULCHING OUTSIDE TOWNSHIP R.O.W. NON PAVED AREAS 4" TOPSOIL, FERTILIZING, APPROVED BACKFILL COMPACTED IN 1 FT. LIFTS GROUND LEVEL DENSE GRADED AGGREGATE SUB-BASE COMPACT IN 1 FT. LIFTS 3/4" CLEAN CRUSHED STONE COMPACT IN 1 FT. LIFTS SOIL AGGREGATE TYPE 5 CLASS A, 2" THICK BITUMINOUS CONCRETE STABILIZED BASE, STONE MIX No. 1, 6" THICK BITUMINOUS CONCRETE TYPE FABC- 1, MIX No. 5, 2" THICK DISCHARGE STRUCTURE SECTION A-A 10'-0" 24" DIA. PERFORATED HANCOR "SURE-LOK" PIPE OR APPROVED EQUAL PERFORATIONS TO MEET AASHTO M294 AND MP7 CLASS II STANDARDS 1 1/2" - 2" CLEAN, CRUSHED STONE WRAP ENTIRE PERIMETER WITH FILTER FABRIC SECTION THROUGH DETENTION SYSTEM 3/4" STONE FOR BEDDING 2'-0"2'-0" 3'-0" 3'-0" SECTION B-B 411.00 IE 8" ORIF. 12" HDPE INV. IN 411.00 24" HDPE McNICHOLS STEEL GRATE (OR APPROVED EQUAL) 6" THICK PRE-CAST REINFORCED CONCRETE STRUCTURE 6" THICK PRE-CAST REINFORCED CONCRETE STRUCTURE 8" ORIFICE 24" HDPE 48" 413.90 IE GRATE 18" 24" HDPEP 24" HDPEP 12" HDPEP 48" REFUSE AREA DETAIL NOT TO SCALE CONCRETE

AST REINFORCED CONCRETE STRUCTURE 6" THICK PRE-CAST REINFORCED CONCRETE STRUCTURE 8" ORIFICE 24" HDPE 48" 413.90 IE GRATE 18" 24" HDPEP 24" HDPEP 12" HDPEP 48" REFUSE AREA DETAIL NOT TO SCALE CONCRETE PAD STEEL DUMPSTER FOR NON-RECYCLABLE WASTE EXISTING PAVEMENT 4" LOCK GLASS ALUMINUM CONCRETE PAD 13.5 FEET GATE GATE PLASTICS CONCRETE PAD 13.5 FEET DEPRESSED CURB 11.5 FEET GATE STRUCTURE: GALV. STEEL PIPE FRAME, WELD ALL CORNERS 6' HIGH CHAINLINK FENCE (SEE BELOW FOR SPECS.) HINGES: 3 PER GATE MIN. CONCRETE CURB 6' HIGH SCREEN WALL TO MATCH BUILDING FACADE DIAGONAL REDWOOD PRIVACY SLATS 6" THICK CONC. PAD W/6X6/8X8 WWM NOTE: FENCE SHALL BE No 9 GAUGE GALV. STEEL WIRE WITH 3 1/2" x 5" VINYL COATED MESH WITH GENUINE REDWOOD SLATS. GATE POSTS: 2.375" O.D. STEEL PIPE 3.65 LBS/FT. 8" CONCRETE BLOCK FILLED SOLID WITH CONCRETE 6'-0"3'-0" 12" #4 BARS @ 12" oc. MIN. 20" LAP (POURED WALL ONLY) STUCCO PARGE FACE OF BLOCK. TO MATCH BUILDING EXTERIOR REFUSE WALL SECTION N.T.S. DURAWALL OR APPROVED EQUAL STEEL TRUSS-MESH JOINT REINFORCEMENT - EVERY OTHER COURSE (BLOCKS ONLY) 2' 6" DGA SUBGRADE #4 BARS @ 12" oc. (BLOCK OR POURED WALL) 12" #4 BARS @ 12" oc. (POURED WALL ONLY) 6" THICK CONC. PAD W/6X6/8X8 WWM 7.5 FEET

L:\2024\12408\1240815\AUTOCAD\SHT-8-9-1240815.DETAILS.DWG 02/25/26 10:03:23AM, 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 1 Revised per Township Comments 12-12-25 Revised per SPRAB Comments 02-13-262 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

G 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 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

ALL 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 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

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 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

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 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

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. 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

gency. 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 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