PLANT SCHEDULE

SEEDING SPECIFICATIONS

1. TOPSOIL SHALL BE TILLED, FINE GRADED, AND RAKED FREE OF ALL DEBRIS LARGER THAN 1" IN DIAMETER. ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN.
2. CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR TO APPLICATION OF SEED.

GENERAL LOW MAINTENANCE SEED MIX (#8)

MAINTENANCE LEVEL

• (B)FREQUENT MOWING (4-7 DAYS), OCCASIONAL FERTILIZATION, LIME AND WEED CONTROL
• (C)PERIODIC MOWING (7-14 DAYS), OCCASIONAL FERTILIZATION AND LIME
• (D)INFREQUENT OR NO MOWING, FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT
• SEED SHALL BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. ONCE APPLIED, FIRM THE SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE SEED-TO-SOIL CONTACT.
• APPLY UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR SALT HAY TO ALL SEEDED AREAS AT THE RATE OF 1 1/2 - 2 TONS PER ACRE OR 70-90 POUNDS PER 1,000 S.F. SPREAD MULCH SO THAT APPROXIMATELY 85% OF THE SOIL SURFACE IS COVERED. ANCHORING OF MULCH SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS: PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH-BINDER.
• IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 1/4 INCH OF WATER TWICE A DAY (NOT DURING PERIODS OF INTENSE SUN) UNTIL VEGETATION IS WELL ESTABLISHED.

ERNST SEED CO. SEED MIX SEEDING SPECIFICATIONS

SITE PREPARATION INVASIVE SPECIES, PARTICULARLY THOSE THAT WILL ADAPT TO WET CONDITIONS, SHOULD BE REMOVED OR SPRAYED BEFORE THEY BECOME INCORPORATED INTO THE SITE. NORMAL VEGETATION CAN BE WORKED INTO THE TOPSOIL, WHICH SHOULD BE STOCKPILED UNTIL THE FINAL GRADE HAS BEEN ESTABLISHED. WITH THE ENGINEER'S SPECIFICATIONS AND DIMENSIONS IN HAND, ON-SITE CONSTRUCTION OF THE BERM AND OUTLETS MUST BE EXECUTED CAREFULLY IN ORDER TO MAINTAIN STRUCTURAL INTEGRITY. THE INFILTRATION AND PLANT GROWTH AREAS SHOULD BE LOOSE AND FRIABLE, HIGH IN ORGANIC MATTER, AND COMPLETED WITHOUT COMPACTIONS FROM HEAVY EQUIPMENT. BY USING THE "DIG AND DROP" METHOD, ONE CAN USE AN EXCAVATOR TO DIG AND DROP EACH AREA OF THE BOTTOM SOIL IN A LOOSE MANNER. AT THIS POINT, ONE CAN INCORPORATE LIME, COMPOSTED LEAVES, AND/OR GRASS CLIPPINGS. THE EXCAVATION MACHINE DOES NOT MOVE OVER THE FINISHED SURFACE, THUS AVOIDING UNNECESSARY COMPACTION. NATIVE VEGETATION CAN BE PLANTED OR SEEDED OVER THIS UNEVEN, ABSORBENT SURFACE. SEEDING AND PLANTING METHODS SEEDING AND PLANTING SHOULD BEGIN IMMEDIATELY UPON COMPLETION OF THE STRUCTURE WHEN THE SOIL IS STILL FRIABLE AND BEFORE INVASIVE WEEDS EMERGE. PLAN SEEDING AND PLANTING BEFORE THE BASIN IS FLOODED, OR ALLOW THE BASIN TO DRAIN TO A FEW INCHES BEFORE SEEDING. BROADCAST SEED EVENLY OVER EACH UNIT BY HAND SEEDING OR HYDROSEEDING. SEEDING RATES ARE GENERALLY LOW (1/2 LB PER 1,000 SQ FT). THE USE OF A SEED FILLER; I.E., PAM-12, CAN BE USED TO CREATE A MIX OF 10 LB PER 1,000 SQ FT (I.E., 9-1/2 LB OF PAM-12 MIXED WITH 1/2 LB OF SEED), WHICH CAN BE BROADCAST EVENLY OVER THE AREA. BARLEY, OATS, OR RYE CAN PROVIDE TEMPORARY VEGETATION TO PROTECT THE SOIL IN STORM WATER MANAGEMENT FACILITIES UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. THE USE OF NATIVE SPECIES; I.E., VIRGINIA WILD RYE, CAN CREATE AN INTERMEDIATE VEGETATIVE COVER THAT SUCCEED TO NATIVE LONG-TERM VEGETATION. STRAW MULCH OR STRAW COCONUT MATS ARE FREQUENTLY USED TO CONTROL EROSION AND PROTECT EMERGING SEEDLINGS FROM EXTREME TEMPERATURES AND DRYING OUT. MULCH SHOULD BE SPARSE TO ALLOW SUNLIGHT TO REACH THE GROUND. TRANSPLANTED SEEDLINGS AND SHRUBS NEED TEMPORARY WATER UNTIL THEY BECOME WELL ROOTED. IRRIGATION OF SEEDED AREAS IS OF VALUE UNTIL SEEDLINGS BECOME ESTABLISHED. GENERAL MAINTENANCE IN ADDITION TO STRUCTURAL MAINTENANCE, SILTATION NEEDS TO BE REMOVED AS NEEDED. PLANTS NEED TO BE TRIMMED BACK TO MAINTAIN AESTHETIC VALUE AND INVASIVE SPECIES NEED TO BE CONTROLLED. CLOSE MOWING OR EXTENSIVE CHEMICAL USE IS NOT CONDUCIVE TO WATER OUALITY IMPROVEMENT AND WILDLIFE HABITAT.

NOTES

1. ALL TREE STUMPS AND OTHER TREE PARTS OR OTHER DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH THE LAW. NO TREE STUMPS, PORTIONS OF A TREE TRUNK OR LIMBS SHALL BE BURIED ANYWHERE IN THE DEVELOPMENT.
2. THE DEVELOPER SHALL SELECTIVELY THIN OR REMOVE ALL DEAD OR DYING VEGETATION, EITHER STANDING OR FALLEN, AND SHALL REMOVE, INCLUDING GRUBBING OUT STUMPS, ALL UNDESIRABLE TREES AND OTHER GROWTH.
3. NO TOPSOIL SHALL BE REMOVED FROM THE SITE OR USED AS SPOIL. ALL REGRADED AREAS AND ALL LAWN AREAS SHALL BE COVERED BY FOUR INCH MINIMUM THICKNESS OF TOPSOIL.

ANY EXCAVATING WITHIN PROTECTED ROOT ZONE MUST BE HAND DUG. CONTRACTOR SHALL NOT CUT ANY ROOTS AND/OR BRANCHES UNLESS APPROVED BY LANDSCAPE ARCHITECT.

NOTES:

1. PROTECTIVE FENCE TO BE REMOVED AFTER CONSTRUCTION
2. ALL EXPOSED ROOT STUBS AND ROOTS ARE TO BE BACK FILLED WITH APPROVED TOPSOIL.
3. DBH IS THE DIAMETER OF TREE AT BREAST HEIGHT, MEASURED 4.5' ABOVE GROUND ON UPHILL SIDE OF TREE, EXPRESSED IN INCHES
4. ESTIMATE A TREE'S PROTECTED ROOT ZONE (PRZ) BY CALCULATING THE CRITICAL ROOT RADIUS (CRR) 4)1) CRR = DBH × 1.5 FT FOR OLDER, UNHEALTHY OR SENSITIVE SPECIES 4)2) CRR = DBH × 1.0 FT FOR YOUNGER, HEALTHY OR TOLERANT SPECIES

TREE PROTECTION DETAIL

NOT TO SCALE

N ⊕

3. REVISED PER AGENCY COMMENTS 01/15/26 ZF
2. REVISED PER COUNTY AND SCD COMMENTS 07/31/25 ZF
1. REVISED PER COUNTY AND SCD COMMENTS 06/05/25 ZF
2. NO. REVISION DATE BY

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

E Civil Core CONSULTING CIVIL CORE CONSULTING, LLC 1969 RUTGERS UNIVERSITY BLVD. LAKEWOOD, NJ 08701

CIVIL CORE CONSULTING, LLC 1969 RUTGERS UNIVERSITY BLVD. KEWOOD, NJ 08701 NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400

PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY

DRAWING TITLE: LANDSCAPE PLAN

PROJECT NO. 23089 DATE 01/22/25 DRAWN BY HH CHECKED BY

SCALE

Digitally signed by Yosef Portnoy Date: 2026.01.19 11:34:25-05'00' SHEET NO. 7

YOSEF PORTNOY OF

LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593 24