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Owner/Applicant:

Toyship of Jackson 35 West Veterans Highway Jackson, New Jersey 18527

FOR

Outbound of subject property was based off of surveyed performed by Vincent Creevy, PLS #36716 of Cranmer Engineering, P.A. entitled Survey of Property, as dated May 5, 2006. Outbound Survey Updated by Challoner & Associates on May 15, 2019.

Benchmark elevation is located on existing sanitary MH rim elevation 90.96, within the ROW of County Route 527 located approximately 224 ft, southeast from centerline intersection of County Route 547, elevation per NGVD.

Property is situated in the RGC-1 Business Zone. The required zone schedule is as follows:

274 Whiteeville Road LLC SLOCK 22301 LOT 1

RSQUESTED SY: Challoner & Associates LLC

RSVP SEPTEB BY: Challoner & Associates LLC

Property is situated in the RGC-1 Business Zone. The required zone schedule is as follows: LOT2 LOT1

15% of the sign area will identify the name or the address of the site

All tenants/occupants shall be uniform in style and color

Lettering height shall be a minimum of 6"

Existing utility information shown herein has been collected from various sources and is not guaranteed as to accuracy or completeness. The contractor shall verify all information to his satisfaction prior to excavation. Where existing utilities are to be crossed by proposed construction, test pits shall be dug by the contractor prior to construction. To ascertain existing inverts, materials, and sizes, test pit information shall be given to the engineer prior to construction to permit adjustment as required to avoid conflicts.

NO31PY: O. C. Planning Board, 119 Hocester Ave., Town River, NJ 03753

The contractor shall notify the undersigned professional immediately if any field or soil conditions encountered differ materially from those represented hereon. Such conditions could render the designs shown hereon inappropriate or ineffective.

21801 1 UBE Inc, 1 Willow Fond Dr., Powell, NJ 07731

21801 1.41 Concord Village, 179 Primrose LN., Jackson, NJ 08527

As per FEMA Panel No. 340375 0030 A dated September 16, 1982. The site is located in Flood Hazard Zone C (area of minimal flooding).

21801 1.44 K Harington LLC 103A So. Marla 22m. Ston St. 08527

21B01 1.44 M Harrington LLC, 1030 No. Maple Ave., Toms River, NJ 08753 Georgia L 8

21801 77 Georgia L. & Deutsc M. Gahr, 2 Tangel Ct., Jackson, NJ 08727

The owner, or his representative, is to designate an individual responsible for construction site safety during the course of site improvements pursuant to N.J.A.C. 5:23-2.21 (e) of the N.J. Uniform Construction Code and CFR 1926.32 (f) (OSHA Competent Person).

21801 77 Deuris M Gahr, 2 Tensel Ct. Jackson NJ 08127

21801 78 29 Properties LLC, 90 W Sylvania Ave., Neputne, NJ 07753

21801 79 GLP-S-335

21801 79 Glenn Smith, 335 Whitesville Rd., Jackson, NJ 08527

Developer shall obtain a letter of final acceptance from the Ocean County Engineer for the road & drainage Improvements along Van-Hiseville - Whitesville Road prior to the release of any bond or other financial surety posted with the municipality for the completion of said improvement.

R.J.R.

2/4 Whitesville Road Ld., 79 R. 70, Englishtown, NJ 07726 Michael 22301 3 Cheung Estate, 4348 Bible Rd., Crewe, Va 23931 22301 4 Beth Costanzo, 346 Whitesville Rd., Jackson, NJ 08577 22301 24 Jeffrey Adams, 267 S. Hope Chapel Rd., Jackson, NJ 08527 22301 25 John W. Karp, 279 S Hope Chapel Rd., Jackson, NJ 08527 22301 26 John W. Karp, 275 S. Hope Chapel Rd., Jackson, NJ 08527

23011 274 Whitesville Road LLC, 73 Rt. 20, Englishtown, NJ 07326

All existing structures on site shall be removed.

All proposed utilities shall be constructed underground.

Proposed buildings shall meet all applicable building codes.

All fill areas within roadway and under structures to be compacted to a minimum of 95% compaction of Proctor.

21891 1.42 K Biough. 54 wichwadRd. Bridgewater, NJ 05807

Ground signs shall be constructed in accordance with the Township of Jackson Ordinance.

Data mailed Out. 9/19/08 By: al Amount: $13.00 paid Certifications: Ann Marie Eden, Township Clark, NMC

All proposed lighting shall be constructed in accordance with the Township of Jackson Ordinance.

1B. All on-site lighting to be reflected/deflected away from residential areas and public road right-of-ways.

All refuse and recyclable shall be stored within containers maintained within the refuse area. No containers shall be maintained anywhere on-site except in a refuse area.

All pavement shall be constructed in accordance with Township of Jackson Ordinance.

The storm water management facility proposed on the site will be privately owned and maintained.

Reinforced concrete storm sewer with less than two feet (2) of cover shall be Class IV.

If required by the Township, the applicant will provide easements around the proposed drainage system for Inspection and maintenance purposes.

County road improvements must have base pavement course prior to the issuance of Certificate of Occupancies.

Approved as an amended Preliminary and Final Site Plan for Block 22301, Lot 1 and Preliminary and Final Site Plan for Block 22301, Lot 2 by the Jackson Township Zoning Board of Adjustment via Resolution # ___ Dated ___, Board Chairman

Alignment and grade for curb and road improvements along VanHiseville-Whitesville Road shall be established by the developer's engineer and approved by the Ocean County Engineer. Stakeout of all curb and road improvements shall be the responsibility of the developer and shall be executed by a licensed New Jersey Professional Land Surveyor. Curb as-built shall be submitted to the Ocean County Engineer prior to any paving operations. Final as-built information shall be supplied on a reproducible medium, will include top and bottom of curb, centerline and quarter crown grades, monuments where applicable, shall be signed and sealed by a licensed New Jersey Professional Land Surveyor and accompanied by a monument certification where applicable.

The retail center shall be constructed no larger than 21,000 s.f.

-Parking areas to be located 10 feet from adjacent commercial property, 0 feet is provided.

Lots 1 & 2 shall remain separate lots but must be held in common ownership.

The proposed Gas Station situated on Lot 1 may operate 24 hours a day, seven days a week. This condition amends Resolution 2004-55.

Soil Log and Interpretations

Log Number #2 Block 22301 Method: (Check One): XX Profile Pit 2 Borng Lot 2

Notes:

Soil Pil performed on February 13, 2007 by Andrew Westhoven

All soil colors are described as moist unless otherwise noted.

Ground Water Observations: None

Seapage - Indicate Depth:

Pit/Boring Flooded - Depth After ______ Hours

Soil Limting Zones (Check Appropriate Categories)

Fractured Rock - Depth to Top:

Site Preparation

Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, much application and much anchoring. All grading should be done in accordance with Standard for Land Grading.

Immediately prior to seeding and topsoil application, the subsoil shall be evaluated for compaction in accordance with the Standard for Land Grading.

Grade as needed and feasible to permit the use of conventional equipment for seeded preparation, seeding, much amilation and much overhoring. All according shall be done in accordance with Standards for Land Conditioning.

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.

Immediately prior to seeding, the surface should be scarfled 6" to 12" where there has been soil compaction.

Immediately prior to seeding, the surface should be scarfled 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.)

Install needed soil erosion control practices or facilities such as diversions, grade-stabilization structures, channel stabilization measures, sediment basins and waterways.

Apply ground limestone and fertilizer according to soil test recommendations such as offered by Rutgers Co-operative Extension. Soil sample matters are available from the local Rutgers Cooperative Extension offices. Fertilizer shall be applied at the rate of 500 pounds per acre or 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 at the rate established by soil testing. Calcium carbonate is the equivalent and standard for

Uniformly apply ground limestone and fertilizer to topsoil which has been spread and firmed, according to soil test recommendations such as offered by Rutgers Co-operative Extension. Soil sample mailers are available from the local Rutgers Cooperative Extension offices (http://njaes.rutgers.edu/county/). Fertilizer shall be applied at the rate of 500 pounds per acre or 11 pounds per 1,000 square feet of 10-10-10 or equivalent with 50% water insoluble nitrogen unless a soil test indicates otherwise and Incorporated into the surface.

or equivalent with 50% water insoluble nitrogen unless a soil test indicates otherwise. Apply limestone at the rate established by 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 crosses.

measuring the ability of limiting materials to neutralize soil acidity and supply calcium and magnesium to grosses and lagumes.

inches. If fertilizer is not incorporated, apply one-half the rcta described above during the seedbed preparation and repeat another one-half rate application of the same fertilizer within 3 to 5 weeks after seeding.

harrow or other suitable equipment. The final harrowing or disking operation should be on the general contour. Continue tillage until a reasonable uniform seedbed is prepared.

Work lime and fertilizer into the topsail as nearly as practical to a depth of 4 inches with a disc, spring-tooth harrow or other suitable equipment. The final borrowing or disking operation should be on the general contour. Continue tillage until a reasonable uniform seedbed is prepared.

inspect seebed just before seeding. If traffic has left soil compacted, the area must be retiled in accordance with the above.

High acid producing soil. Soils having a pH of 4 or less or containing iron sulfide shall be covered with a minimum of 12 inches of soil having a pH of 5 or more before initiating seedbed preparation. See Standard for Management of High Acid-Producing Soils for specific requirements.

Soils high in sulfides or having a pH of 4 or less refer to Standard for Management of High Acid Producing Solids.

Select seed from recommendation in Table 7-2. Site lies within Zone 70,b.

COOL SEASON GRASSES

Perennial Ryegrass 100 1.0 03/15-06/01 08/01-09/15 03/01-05/15 06/15-10/01 02/15-05/01 08/15-10/15 0.5

Spring Oats 86 2.0 03/15-06/01 08/01-09/15 03/01-05/15 08/15-10/01 02/15-05/01 08/15-10/15 1.0

Winter Barley 98 2.2 08/01-09/15 08/15-10/01 08/15-10/15 1.0

Annual Ryegrass 100 1.0 03/15-06/01 08/01-09/15 03/15-06/01 08/01-09/15 02/15-05/01 08/15-10/15 0.5

Winter Cereal Rye 112 2.8 08/01-11/01 08/01-11/15 08/01-12/15 1.0

WARM SEASON GRASSES

Pearl millet 20 0.5 08/01-08/01 05/15-08/15 05/01-09/01 1.0

Millet German or Hungarian) 30 0.7 08/01-08/01 05/15-08/15 05/01-09/01 1.0

Seeding rates specified are required when a report of compliance is requested prior to actual establishment of permanent vegetation. Up to 50% reduction in rates may be used when permanent vegetation is

established prior to a report of compliance inspection. These rates apply to all methods of seeding. Establishing permanent vegetation means 80% vegetative coverage with specified seed mixture for the seeded area and mowed once.

F and above. See Table 4-3 mixtures 1 to 7. Planting rates for warm-season grasses shall be the amount of Pure Live Seed (PLS) as determined by germination testing results.

Cool-season mixtures are grasses and legumes which maximize growth at temperatures below 85°F. Many grasses become active at 85°F. See Table 4-3 mixtures B-20. Adjustment of planting rates to compensate for the amount of PLS is not required for cool season grasses.

Seeding rate for warm season grass, selections S-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.

May be planted throughout summer if soil moisture is adequate or seeded area can be irrigated.

Plant Hardiness Zone (see figure 7-1).

Seeding mixtures and/or rates not listed above may be used if recommended by the local Soil Conservation District, Natural Resources Conservation Service. Recommendations of Rutgers Cooperative Extension may be used if approved by the Soil Conservation District. Legumes (flotpea, crownwatch, trefoil, lespedeza) should be mixed with proper incalculant prior to planting.

Hydroseeding is a broadcast seeding method usually involving a truck or trailer mounted tank, with an agitation system and hydraulic pump for mixing seed, water and fertilizer and spraying the mix onto the prepared seeded. Mulch SHALL NOT be included in the tank with seed. Short fibered mulch may be applied with a hydroseeder following seeding. (Also see Section IV, Mulching). Hydroseeding is not a preferred seeding method because seed and fertilizer are applied to the surface and not incorporated into the soil. Poor seed to soil contact occurs reducing seed germination and growth. Hydroseeding may be used for areas too steep for conventional equipment to traverse or too obstructed with rocks, stumps, etc.

Seeding rates specified are required when a report of compliance is requested prior to actual establishment of permanent vegetation. Up to 50% reduction is rates may be used when permanent vegetation is established prior to a report of compliance inspection. These rates apply to all methods of seeding. Establishing permanent vegetation means 50% vegetative coverage of the seeded area and mowed once. Grass seed mixture checked by the State Seed Analyst, New Jersey Department of Agriculture, Trenton, New Jersey, will assure purchaser that the purchaser that the mixture obtained is the mixture ordered, pursuant to N.J. State Seed Law, N.J.S.A. 4:8-17.13 et seq.

After seeding, firming the soil with a corrugated roller will assure food seed-to-soil contact, restore capillarity and improve seedling emergence. This is the preferred method. When performed on the contour, sheet erosion will be minimized and water conservation on site will be maximized.

Maintenance Level: A = Acceptable Planting Period

Intensive Moving (2–4 days), fertilization, lime, pest control and irrigation. (Examples — High maintenance Looms, Commercial and Recreation Area, Public Facilities).

Mulching is required on all seeding. Mulch will insure against erosion before gross is established and will promote faster and earlier establishment. The existence of vegetation sufficient to control soil erosion shall be deemed compliance with this mulching requirement.

Frequent Mowing (4–7 days). Occasional Fertilization. Time and weed control. (Examples — Home Lawns, Commercial Sites, School Sites).

Periodic Nowing (7-14 days), Occasional fertilization and time. (Examples - Home Lawns, Parks).

Straw or Hay. Unrotted email grain straw, hay free from seeds, applied at a rate of 1% to 2 tons per acre (70 to 90 pounds per 1,000 square feet), except that where a crimper is used instead of a liquid mulch-binder (tackifying or adhesive agent), the rote of application is 3 tons per acre. Mulch chopper-blowers must NOT grind the mulch, Hay mulch is not recommended for establishing fine turf or lows due to the presence of weed seed. Application. Spread mulch uniformly by hand or mechanically so that approximately 95% of the soil surface will be covered. For uniform distribution of hand-spread mulch, divide the area into approximately 1,000 square feet sections and distribute 70 to 90 pounds within each section.

Infrequent or No Mowing, fertilization and lime the first year of establishment. (Examples - Roadsides, Recreation Areas, Public Open Space).

Summer seeding should only be conducted when the site is irrigated. Mixes including white clover require that at least six weeks of growing season remain after seeding to ensure establishment before freezing conditions.

Conventional Seeding is performed by applying seed uniformly by hand, cyclone (centrifugal) seeder, drop

Peg and Twins Drive 8 to 10 inch wooden pegs to within 2 to 3 inches of the soil surface every 4 feet in all direction. Stokes may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine between pages in a cross-cross and a square pattern. Secure twine around each peg with two or more turns.

incorporated into the soil within 24 hours of seedbed preparation to a depth of 4 to 2 inch, by raking or dragging. Depth of seed placement may be 4 inch deeper on coarse-textured soil.

capillarity and improve seedling emergence. This is the preferred method. When performed on the contour, sheet erosion will be minimized and water conservation on site will be maximized.

Mulch Nettings. Stople paper, jute, cotton or plastic nettings to the soil surface. Use a degradable netting in creas to be mowed.

Hydroseeding is a broadcast seeding method usually involving a truck or trailer-mounted tank, with an oigation system and hydroulic pump for mixing seed, water and fertilizer and spraying the mix onto the

designed to push or cut some of the broadcast long fiber mulch to 3 to 4 inches into the soil so as to anchor it and leave port standing upright. This technique is limited to areas traversable by a tractor, which must operate on the contour slopes. Straw mulch rate must be 3 tons per acre. No tackifying or adhesive agent is required.

prepared seedbed. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. Short-fibered mulch may be applied with a hydroseeder following seeding. (Also see Section 4—Mulching below). Hydroseeding is not a

preferred seeding method because seed and fertilizer are applied to the surface and not incorporated into the soil. When poor seed to soil contact occurs, there is a reduced seed germination and growth.

Liquid Mulch-Bindera Moy be used to anchor hoy or straw mulch.

Applications should be heavier at edges where wind may catch the mulch, in volleys and at crests of banks. The remainder of the area should be uniform in appearance.

Mulching is required on all seeding. Mulch will protect against erosion before grass is established and will promote faster and earlier establishment. The existence of vegetation sufficient to control soil erosion shall be deemed compliance with this mulching requirement.

Organic and Vegetable Based Binders—Naturally occurring, powder based, hydrophilic materials when mixed with water formulates a gel and when applied to mulch under satisfactory curing conditions.

with water formulates a gel and when applied to much under solistactory curing conditions will form membroned networks of insoluble polymers. The vegetable gel shall be physiologically

Strow or Hcy. Unrotted small grain strow, hay free of seeds, to be applied at the rate of 1/2 to 2 tons per acre (70 to 90 pounds per 1,000 square feet) except that where a crimper is used instead of a liquid mulch-binder (tockifying or adhesive agent), the rate of application is 3 tons per acre/ Mulch chopper-blowers must NOT grind the mulch. Hcy mulch is not recommended for establishing fine turf or lawns due to the presence of weed seed.

hormless and not result in a phytotoxic effect or impede growth of turigross. Use at rotes and weather conditions as recommended by the manufacturer to anchor mulch materials. Many new products are available, some of which may need further evaluation for use in this state.

available, some of which may need further evaluation for use in this state.

Application — Spread much uniformly by hand or mechanically so that at least 85% of the soil surface is covered. For uniform distribution of hand-spread much, divide area into approximately 1,000 square feet sections and distribute 70 to 80 pounds within each section.

Synthetic Binders—high polymer synthetic emulsion, miscible with water when diluted and following application

to much, drying and during small no longer be soluble or dispersible in water. It should be applied at rates recommended by the manufacturer and remain tacky until germination of gross.

Anchoring shall be accomplished immediately after placement to minimize loss by wind or water. This may be done by one of the following methods, depending upon the size of the creas, steepness of slopes and costs. 1. Pea and Twine. Drive 8 to 10 inch wooden peas to within 2 to 3 inches of the soil surface every 4 feet in

by one of the following methods, depending upon the size of the creas, steepness of slopes and costs. 1. 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 twins between pegs in a criss-cross and a square pattern. Secure twins around each peg with two or more turns.

Note: All name given above are registered trade names. This does not constitute a commendation of these products to the exclusion of other products

germination inhibiting materials, used at the rate of 1,500 pounds per acre (or as recommended by the product manufacturer) and may be applied by a hydroseeder. This much shall not be mixed in the tank with the seed. Use is limited to flatter slopes and during optimum seeding periods in spring and fall.

Mulch Nettings — Staple paper, jute, cotton or plastic nettings to the soil surface. Use a degradable netting. In areas to be mowed.

Trimper (much anchoring counter tool) — A tractor-drawn implement, somewhat like a disc harrow, especially designed to push or cut some of the broadcast long fiber mulch 3 to 4 inches into the soil so as to anchor it and leave part standing upright. This technique is limited to areas traversable by a tractor, which much operate on the contour of slopes. Straw mulch rate must be 3 tons per acre. No tackifying or adhesive agent is required.

Luckifiers, fertilizer and coloring agents. The dry pellets, when applied to a seeded area and watered, form a mulch mat. Pellistized mulch shall be applied in accordance with the manufacturers recommendations. Mulch may be applied by hand or mechanical spreader at the rate of 60-75 lbs/1,000 square feet and activated with 0.2 to 0.4 inches of water. This material has been found to be beneficial for use on small lawn or renovation areas, seeded creas where weed-seed free mulch is desired or on sites where straw mulch and tackifier agent are not practical or desirable.

Liquid Mulch-Binders - May be used to anchor salt may, hay or straw much.

Applications should be heavier at edges where wind may catch the mulch in valleys and at crests of banks. The remainder of the area should be uniform in appearance.

Synthetic Binders – High polymer synthetic emulsion, miscible with water when diluted and, following application of mulch, drying and curing, shall no longer be soluble or dispersible in water. Binder shall be apولled at rates recommended by manufacturer and remain tacky until germination of gross.

Note: All names given above are registered trade names. This does not constitute a recommendation of these products to the exclusion of other products.

Wood—Fiber or paper—fiber much — Shall be made from wood, plant fibers or paper containing no growth or germination inhibiting materials, used at the rate of 1,500 pounds per ccc (or as recommended by the product manufacturer) and may be applied by a hydroseeder. MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. Use is limited to flatter slopes and during optimum seeding periods in soring and fall.

Pelletized Mulch - Compressed and extruded paper and/or wood fiber product, which may contain co-polymers, tackifiers fertilizers and coloring agents. The dry pellets, when applied to a seeded area and watered, form a mulch mat. Pelletized mulch shall be applied in accordance with the manufacturers' recommendations, Mulch may be applied by hand or mechanical spreader at the rate of 60-75 lbs/1,000 square feet and activated with 0.2 to 0.4 inches of water. This material has been found to be beneficial for use on small loom or renovation areas, seeded areas where weed-seed free mulch is dealed. Applying the full 0.2 to 0.4 inches of water after spreading pelletized mulch on the seeded is extremely important for sufficient tivation and expansion of the mulch to provide soil coverage.

If soil moisture is deficient, supply new seeding with adequate water (a minimum of ¼ inch applied up to twice a day until vegetation is well established). This is especially true when seedings are made in abnormally dry or hot weather or on droughty sites.

Since soil organic matter content and slow release nitrogen fertilizer (water insoluble) are prescribed in Section 2A—Seedbed

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 (Fig. 23-2). Posts shall be constructed of hardwood with a minimum diameter thickness of 11/4 inches.

Preparation in this Standard, no follow-up of topdressing is mandatory. An exception may be made where gross nitrogen deficiency exists in the soil to the extent that turf failure may develop. In that instance, topdress with 10-10-10 or equivalent at 300 pounds per ores or 7 pounds per 1,000 square feet every 3 to 5 weeks until the gross nitrogen deficiency in the turf is ameliorated.

"Super" sit: fence - A metal fence with 6 inch or smaller mean openings and at least 2 feet high may be utilized, fastened to the fence posts, to provide reinforcement and support to the geotextile fabric. Posts may be spoced less than 8 feet on center and may be constructed of heavier wood or metal as needed to withstand heavier sediment loading. This practice is appropriate where space for other practices is limited and heavy sediment loading is expected. "Super" sit fence is not to be used in place of properly designed diversions (pg. 15-1) which may be needed to control surface runoff rates and velocities.

Establishing Permanent Vegetative Stabilization

The quality of permanent vegetation rests with the contractor. The timing of seeding, preparing the seedbed, applying

The quality of permanent vegetation rests with the contractor. The timing of seeding, preparing the seedbed, applying nutrients, much and other management are essential. The seed application rates 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

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 BOX VEGETATIVE COVER (OF THE SEEDED SPECIES) AND NOWED ONCE. Note this designation of moved once does not

A geotextile fabric, recommended for such use by the manufacturer, shall be buried at least 8 inches deep in the ground. The fabric shall extend at least 2 feet above the ground. The fabric must be securely fastened to the post using a system consisting of metal fasteners (noils or staples) and a high strength reinforcement material (nylon webbing, grommets, washers etc.) placed between the fastener and the geotextile fabric. The fastening system shall resist tearing away from the post. The fabric shall incorporate a drowstring in the top portion of the fence for added strength.

Repair or replace barrier (fabric, posts, boles etc.) when damaged.

Barriers shall be inspected dolly for signs of deterioration and sediment removal.

Inspection shall be frequent. Maintenance, repair, and replacement shall be made promptly, as needed.

the filter shall be removed when the area draining toward the inlet has been stabilized. SILT FENCE DETAIL

LIMIT THE EXCAVATION AREA AND EXPOSURE TIME WHEN HIGH ACID-PRODUCING SOILS ARE ENCOUNTERED.

TOPSOIL STRIPPED FROM THE SITE SHALL BE STORED SEPARATELY FROM TEMPORARILY STOCKPILED HIGH ACID-PRODUCING SOILS.

STOCKPILES OF HIGH ACID-PRODUCING SOIL SHOULD BE LOCATED ON LEVEL LAND TO MINIMIZE ITS MOVEMENT, ESPECIALLY WHEN THIS MATERIAL HAS A HIGH CLAY CONTENT.

TEMPORARILY STOCKPILED HIGH ACID-PRODUCING SOIL MATERIAL TO BE STORED MORE THAN 48 HOURS SHOULD BE COVERED WITH PROPERLY ANCHORED, HEAVY GRADE SHEETS OF POLYETHYLENE WHERE POSSIBLE. IF NOT POSSIBLE, STOCKPILES SHALL BE COVERED.

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.

Protective Materials

Unrotted amoll-groin 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 soil cannot be seen below the mulch.

Synthetic or organic soil stabilizers may be used under suitable conditions and in quantities as recommended by the manufacturer.

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.

DISPOSAL AREAS SHALL NOT BE LOCATED WITHIN 24 INCHES OF ANY SURFACE OF A SLOPE OR BANK, SUCH AS BERMS, STREAM BANKS, DITCHES, AND OTHERS, TO PREVENT POTENTIAL LATERAL LEACHING DAMAGES.

Woodchips applied uniformly to a minimum depth of 2 inches may be used. Woodchips will not be used on greas where flowing water could wash them into an inlet and plug it.

EQUIPMENT USED FOR MOVEMENT OF HIGH ACID-PRODUCING SOILS SHOULD BE CLEANED AT THE END OF EACH DAY TO PREVENT SPREADING OF HIGH ACID-PRODUCING SOIL MATERIALS TO OTHER PARTS OF THE SITE. INTO STREAMS OR STORMWATER CONVEYANCES AND TO PROTECT MACHINERY FROM ACCELERATED RUSTING.

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.

NON-VEGETATIVE EROSION CONTROL PRACTICES (STONE TRACKING PADS, STRATEGICALLY PLACED LIMESTONE CHECK DAM, SEDIMENT BARRIER, WOOD CHIPS) SHOULD BE INSTALLED TO LIMIT THE MOVEMENT OF HIGH ACID-PRODUCING SOILS FROM, AROUND, OR OFF THE SITE.

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.

Organic and Vegetable Based Binders — Naturally occurring, powder based, hydrophilic materials that mixed with water formulates a gel and when applied to much under satisfactory curing

conditions will form membrane networks of insoluble polymers. The vegetable gel shall be

Basin must be properly constructed and permanently stabilized, and conduit outlet protection installed, prior to the drainage systems becoming operational.

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.

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.

The Standards for Soil Erosion and Sediment Control have specific requirements for topsoiling, the installation of sod, temporary and/or permanent vegetative cover and land grading. The text found on pages 6-2 (sec. 2D), 7-1 (sec. 1C), 8-2 (sec. 3D) and 19-2 (last paragraph) serve to help minimize soil compaction and reduce maintenance.

Ownership and responsibility for the operation and maintenance of the detention structure must be determined during design and shown on the plans and on the completed "Hydraulic and Hydrologic Data Base Summary Form". To be effective over long period of time, the structure must be properly maintained.

THE DISTRICT INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION AND SEDIMENT CONTROL MEASURES TO BE INSTALLED IN ACCORDANCE WITH "THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, 7th EDITION. JANUARY 2014. REVISED JULY 2017." (SESC STANDARDS)

ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE SESC STANDARDS.

THERE HAS BEEN COMPLIANCE WITH PROVISIONS OF A CERTIFIED PLAN FOR PERMANENT MEASURES. ALL SITE WORK, AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS, MUST BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY.

ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR MORE THAN SIXTY (60) DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE TEMPORARY VEGETATIVE COVER FOR SOIL STARULATION IS THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER

SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION. IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL WITHIN 14 DAYS, AT A RATE OF 2 TO 2 ½ TONS PER ACRE AND ANCHORED IN PLACE ACCORDING TO THE SESC STANDARD FOR STABILIZATION WITH MUCH ONLY.

IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING. ALL CRITICAL AREAS SUBJECT TO EROSION (I.E., STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT. AT A RATE OF 1 ½ TO 2 TONS PER ACRE AND ANCHORED IN PLACE ACCORDING TO THE SESC STANDARDS.

Acidulated Soy Bean Soap Stick NONE Course Spray 1200

A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF IMPROVEMENTS TO STABILIZE STREETS, ROADS, DRIVEWAYS, AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED WITHIN FIFTEEN (15) DAYS OF THE PRELIMINARY GRADING.

ANY STEEP SLOPS (3-1 OR GREATER) OR ANY EлязING ROADWAYS RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE INSTALLATION CONTINUES.

THE SESC STANDARD FOR STABILIZED CONSTRUCTION ACCESS REQUIRES THE INSTALLATION OF A STONE PAD USING CLEAN, CRUSHED, ANGULAR STONE (ASTM C-33, SIZE NO. 2 OR 3) AT ALL CONSTRUCTION DRIVEWAYS WHERE VEHICLES WILL ACCESS PAVED ROADWAYS FROM UNPAVED AREAS OF THE SITE.

Spinkling — site is sprinkled until the surface is wet. Barriers — solid board fences, snow fences, burlap fences, crote walls, boles 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. It 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. 4

PERMANENT VEGETATION IS TO BE SEDED OR SODED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER FINAL GRADING. AT THE TIME OF THE FINAL INSPECTION, YOU ARE REQUIRED TO PROVIDE CONFIRMATION THAT THE PROPER TYPE AND AMOUNT OF SEED, LIME AND FERTILIZER HAVE BEEN USED FOR PERMANENT STABILIZATION WORK. STRAW MULCH PROPERLY ANCHORED IN PLACE IS REQUIRED ON ALL SEEDING IN ACCORDANCE TO THE SESC STANDARDS.

Requirements for bale barrier (e.g., straw, hay, or other acceptable vegetative material):

All bales shall be securely tied and stoked on the contour.

Bales shall be placed in a row with ends tightly abutting the adjacent bales.

Each bale shall be embedded in the soil a minimum of 4 inches.

Bales shall be securely anchored in place by two stakes or re-bars driven through each bale. The first stoke in each bale shall be driven toward previously told bale to force bales together.

NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED. 13. IN ACCORDANCE WITH THE SESC STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, ANY SOIL HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDES SHALL BE COVERED WITH A MINIMUM

SOL HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDES SHALL BE COVERED WITH A MINIMUM OF TWELVE (12) INCHES OF SOIL HAVING A PH OF 5 OR MORE PRIOR TO SEEDBED PREPARATION AREAS WHERE TREES OR SHRUBS ARE TO BE PLANTED SHALL BE COVERED WITH A MINIMUM OF TWENTY-FOUR (24) INCHES OF SOIL HAVING A PH OF 5 OR MORE.

CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL. CONDUIT OUTLET PROTECTION INSTALLATION SHALL BE POSTPONED IN BASINS ACTING AS SEDIMENT BASINS DURING CONSTRUCTION.

Sediment shall be removed from the upstream face of the barrier when it has reached a depth of 1/2 the barrier height.

Repair or replace barrier (fabric, poets, boles etc.) when damaged.

Barriers shall be inspected daily for signs of deterioration and sediment removal.

UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. ANY DEWATERING METHODS USED MUST BE IN ACCORDANCE WITH THE SESC STANDARD FOR DEWATERING.

SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY. THE SITE WILL BE SPRINKLED UNTIL THE SURFACE IS WET, TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED, MULCH SHALL BE APPLIED AND ANCHORED IN PLACE, OR OTHER DUST CONTROL METHOD SHALL BE EMPLOYED AS REQUIRED BY THE SESC STANDARD FOR DUST CONTROL.

STOCKPILE AND STAGING LOCATIONS ESTABLISHED IN THE FIELD SHALL BE PLACED WITHIN THE LIMIT OF DISTURBANCE ACCORDING TO THE CERTIFIED PLAN. STAGING AND STOCKPILES NOT LOCATED WITHIN THE LIMIT OF DISTURBANCE WILL REQUIRE CERTIFICATION OF AN AMENDED SOIL EROSION AND SEDIMENT CONTROL PLAN. THE DISTRICT RESERVES THE RIGHT TO DETERMINE WHEN CERTIFICATION OF A NEW AND SEPARATE SOIL EROSION AND SEDIMENT CONTROL PLAN WILL BE REQUIRED FOR THESE ACTIVITIES.

ALL SOIL STOCKPILES ARE TO BE SURROUNDED WITH A SEDIMENT BARRIER AND STABILIZED IN ACCORDANCE WITH THE SESC STANDARDS. STOCKPILES SHOULD BE SITUATED SO AS TO NOT OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE ENVIRONMENTAL DAMAGE.

Clear site, install silt fence and stabilized construction entrance, and inlet protection to adjacent catch basins. (2 weeks)

Excavate roadway, grade site, install temporary soil stabilization measures – grass, mulch, etc. (1 week)

Construct detention facilities and stabilize. Detention basin to be utilized as a

sediment basin during construction, and install floating riser to outlet structure. (3 days)

Construct storm sewer system, and install inlet protection devices. (2 weeks)

Start excavation for buildings and utility construction. (1 week)

Complete Utility construction – gos, electric, and catv. (2 weeks)

Install curbing per requirements. (2 weeks)

Install roadway stone base course per requirements. (3 days)

Install pavement per requirements. (2 days)

Conduct soil compaction testing in locations depicted on the plan. Test to be witnessed by OCSCD inspector. If test pass, submit results to ocean county soil conservation district. If test fails, restoration of compacted soils shall be conducted

through deep scarification/tillage (6" minimum depth).

Inspection of Inlet protection shall be frequent.

Maintenance, repair, and replacement shall be made promptly as needed.

the filter shall be removed when area declining towards the inlet has been stabilized.

Remove Temporary Soil Frosion Measures

Convert hasin to final design remove

Convert basin to final design, remove flooding riser from outlet structure. Conduit Outlet Protection and K5 sand to be installed at the end of construction

substance or adverse chemical or physical condition that may be harmful to plant growth. Soluble salts should not be excessive (conductivity less than 0.5 millimphos per centimeter. More than 0.5 millimphos may desiccate seedlings and adversely impact growth). Imported topsoll shall have a minimum organic matter content of 2.75 percent. Organic matter content may be raised by additives.

Topsoil should be friable1, loamy2, free of debris, objectionable weeds and stones, and contain no toxic substance or adverse chemical or physical condition that may be harmful to plant growth. Soluble soils

Topsoil substitute is a soil material which may have been amended with sand, silt, clay, organic matter, fastilous or lime and has the commoner of lecanil. Teacail's substitutes may be added on site.

topsoil substitute is a soil material which may have been amended with sand, silt, clay, organic matter, fertilizer or lime and has the appearance of topsoil. Topsoil substitutes may be utilized on sites with insufficient topsoil for establishing permanent vegetation. All topsoil substitutes materials shall meet the requirements of topsoil noted above. Soil tests shall be performed to determine the components of sand, silt, clay, organic matter, soluble salts and pH level.

Field exploration should be made to determine whether quantity and or quality of surface soil justifies stripping.

Stripping shall be confined to the immediate construction area.

Where feasible, time may be applied before stripping at a rate determined by soil tests to bring the soil pH to approximately 6.5.

Stockpiles of topsoil should be situated so as not to obstruct natural drainage or cause off-site environmental damage.

Stockpiles should be vegetated in accordance with standards previously described herein; see standards for Permanent (pg. 4-1) or Temporary (pg.7-1) Vegetative Cover for Soil Stabilization. Weeds should not be allowed to grow on stockpiles.

Grade at the onset of the optimal seeding period so as to minimize the duration and area of exposure of disturbed soil to erosion. Immediately proceed to establish vegetative cover in accordance with the specified seed mixture. Time is of the essence

Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application and anchoring, and maintenance.

As guidance for ideal conditions, subsoil should be tested for time requirement. Limestone, if needed, should be applied to bring soil to a pH of approximately 6.5 and incorporated into the soil as nearly as practical to a depth of 4 inches.

Prior to topsolling, the subsoil shall be in compliance with the Standard for Land Grading, pg. 15-1.

Employ needed erosion control practices such as diversions, grade stabilization structures, channel stabilization measures, sedimentation basins, and waterways. See Standards 11 through 42.

Applying Topsoil

Topsoil should be handled only when it is dry enough to work without demaging soil structure; i.e., less than field capacity (see glossary).

A uniform application to an average depth of 5.0 inches, minimum of 4 inches, firmed in place is required. Alternative depths may be considered where special regulatory and/or industry design standards are appropriate such as on golf courses, sports fields, landfill capping, etc. Soil with a pH of 4.0 or less or containing iron sulfide shall be covered with a minimum depth of 12 inches of soil having a pH of 5.0 or more, in accordance with the Standard for Management of High Acid Producing Soil (p.g. 1-1).

Pursuant to the requirements in Section 7 of the Standard for Permanent Vegetative Stabilization, the contractor is responsible to ensure that permanent vegetative cover becomes established on at least 80% of the soils to be stabilized with vegetation. Failure to achieve the minimum coverage may require additional work to be performed by the contractor to include some or all of the following: supplemental seeding, re-application of lime and fertilizers, and/or the addition of organic matter (i.e. compost) as a top dressing. Such additional measures shall be based on soil tests such as those offered by Rutgers Cooperative Extension Service or other approved laboratory facilities qualified to test soil samples for agronomic properties.

Sod should be free of broodiee weeds and undesirable coarse and fine weed grasses.

Sod should be of uniform thickness, typically 5/8 inch, plus or minus 1/4 inch, at time of cutting (excludes top growth).

Sod should be vigorous and dense and be able to retain its own shape and weight when suspended vertically with a firm group from the upper 1D percent of the strip. Broken pads and rolls or torn and uneven ends will not be acceptable.

For droughty sites, a sod of turf-type toll fescue or turf-type toll fescue mixed with kentucky bluegrass is preferred over a 100% kentucky bluegrass sod. Although not widely available, a sod of fine fescue is also acceptable for droughty sites.

Only moist, fresh, unhected sod should be used. Sod should be harvested, delivered, and installed.

Only moist, fresh, unheated sod should be used. Sod should be harvested, delivered, and installed within a period of 24 hours or less during summer months.

Grade as needed and feasible to permit the use of conventional equipment for liming, fertilizing,

Grade as needed and feasible to permit the use of conventional equipment for limiting, fertilizing, incorporation of organic matter, and other soil preparation procedures. All grading should be done in accordance with standard for land grading.

accordance with standard for land grodig. B. Topsoll should be handled only when it is dry enough to work without damaging the soil structure. A

Topsoil should be handled only when it is dry enough to work without damaging the soil structure. A uniform application to a depth of 6 inches (unsettled) is required on all sites.

See the standard for topsoiling for topsoil and amendment requirements. C. Install needed erosion control proctions or facilities such as diversions are

Install needed erosion control practices or facilities such as diversions, grade stabilization structures, channel stabilization measures, sediment bcsins, and waterways

unnormy apply ground limestone, and fertilizer according to soil test recommendations such as offered by rutgers co-operative extension. Soil sample materials are available from the local nutgers cooperative extension offices (6677/2000/2000). Fertilizer shall be applied at the rate of 500 pounds per acre or 11 pounds per 1,000 square feet using 10–10–10 or equivalent with 50% water insoluble nitrogen unless a soil test indicates otherwise and incorporated into the surface 4 inches. If fertilizer is not incorporated, apply ½ the rate described above during seebed preparation and repeat another ½ rate application of the same fertilizer within 3 to 5 weeks after seeding. 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. Liming rates to be established by soil testing.

Work time and fertilizer into the tomatate area are a practical to a death of 4 inches with a

springtooth narrow, or other suitable equipment. The final harrowing or disking operation should be on the general contour. Continu tillage until a reasonably uniform, fine seeded is prepared. C. Remove from the surface all objects that would prevent good sod to topsoil contact and remove all other debris, such as wire, cable, tree roots, pieces of concrete, clods, lumps, or other unsuitable material.

material. D. Inspect all the just before sodding. If traffic has left the soil compacted, the area must be retilled and

Inspect all the just before sodding. If traffic has left the soil compacted, the area must be retilled and firmed in accordance with the above.

Sod strips should be laid on the contour, never up and down the slope, starting at the bottom of the slope and working up. On steep slopes, the use of ladders will facilitate the work and prevent damage to the sod. During periods of high temperature, lightly irrigate the soil immediately prior to laying the sod.

Place sod strips with snug, even joints (seams) that are staggered. Open spaces invite erosion.

Lightly roll or tamp sod immediately following placement to insure solid contact of root mat and soil surface. Do not overlap sod. All joints should be butted tightly to prevent voids which would cause drying of the roots and invasion of weeds.

On slopes greater than 3 to 1, secure sod to surface soil with wood pegs, wire stoples biodegradable plastic spikes, or split shingles (8 to 10 inches long by 3/4 inch wide).

Surface water cannot always be diverted from flowing over the face of the slope, but a capping strip of heavy jute or plastic netting, properly secured, along the crown of the slope and edges will provide extra protection against lifting and undercutting of sod. The same techniques can be used to anchor sod in water-carrying channels and other critical areas. Wire staples must be used to anchor netting in channel work.

Immediately following installation, sod should be wetered until water penetrates the soil layer beneath sod to a depth of 1 inch. Maintain optimum water for at least two weeks.

prescribed in Sections 1 and 2 in this Standard, a follow-up toddressing is not mandatory, except where gross nitrogen deficiency exists in the soil to the extent that turf failure may develop, toddressing shall then be applied. Topdress with 10–0–10 or equivalent at 400 pounds per acre or 7 pounds per 1,000 square feet every 3 to 5 weeks until the gross nitrogen deficiency in the turf is ameliorated.

watering, pruning, fire control, weed and pest control, reseeding, and timely repairs. The degree of preventive maintenance needed depends upon the type of vegetation and its proposed function or use.

Mowing is a recurring practice and its intensity depends upon the function of the ground cover. On high to moderate (A to B) maintenance areas, such as towns, certain recreation fields, and picnic areas, mowing will be frequent (2 to 7 day intervals) and typically at a height of 2.5 to 3 inches. Return clippings from mowing (mulching mower) to the turf to reduce the amount of fertilizer needed to maintain the turf by as much as 50%. Some turf mixtures can be managed as naturalized stands requiring only one (cool season mixtures) or two (warm season mixtures) mowings per year. Mowing of naturalized areas is typically done at heights no less than 4 inches and should not be done between April 1st and July 15th to avoid disturbing ground nesting birds. The large amount of clipping debris generated by mowing naturalized areas will need to be removed and/or dispersed so the vegetation is not smothered. Burning of naturalized areas is another procedure used to manage naturalized turfs. Low maintenance (D) areas may be left unmowed to permit natural succession. See pg. 4-13 footnote #4, Maintenance Levels A, B, C and D in the Standard for Permanent Vegetative Cover. Table 4-3.

Incorporation of organic matter (for example, mature compost) into the soil will substantially reduce the need for fertilizer and irrigation inputs.

Fertilizer and lime should be applied as needed to maintain a dense stand of desirable species. Frequently mowed areas and those on sandy soils will require more frequent fertilization but at lower nutrient rates per application.

Lime requirement should be determined by soil testing every 2 or 3 years. Fertilization may increase the need for liming. Contact the local county extension office for details on soil testing and fertilization and pest control recommendations online at

5 Fertilization and additions of other soil amendments are not recommended for managing native vegetation such as in the Pinelands National Reserve. See the Standard for Permanent Vegetative Stabilization for specific requirements in the PNR.

Weed invasion may result from obusive mowing and from inadequate fertilizing and liming. Many newly established grasses will not survive if mowed at heights below 2.5 inches and at intervals greater than 7 days. Brush invasion is a common consequence of lack of mowing. The amount of weeds or brush that can be tolerated in any vegetated area depends upon the intended use of the land. Drainage ways are subject to rapid infestation by weed and woody plants. These should be controlled, since they often reduce drainage way efficiency. Control of weeds or brush is accomplished by using herbicides or mechanical methods.

Fire hazard is greater where dry vegetation has accumulated. The taller the vegetation, the greater the hazard.

Prune trees and shrubs to remove dead or damaged branches. Remove undesirable or invasive plants to maintain integrity of the landscape and enhance quality of permanent vegetative cover.

The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto roadways. This may require periodic top dressing with additional stone or additional length of conditions demand and repair and/or cleanout of any measures used to drop sediment. All sediment spilled, dropped, washed, or tracked onto roadways (public or private) or other impervious surfaces must be removed immediately.

Where accumulation of dust/sediment is inadequately cleaned or removed by conventional method. A power broom or street wasper will be required to clean paved or impervious surfaces. All other access points which are not stabilized shall be blocked off.

STABILIZED CONSTRUCTION ACCESS