15 2026 02 12 Crestmont CC Preliminary and Final Site Plans

MUST ALSO BE IMPLEMENTED TO PREVENT WASHING INTO STREAMS OR FIRMED IN PLACE IS REQUIRED. SOILS WITH A PH OF 4.0 OR LESS OR ACCUMULATION AROUND PLANTS. CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 4. MULCHING 7. NON-VEGETATIVE EROSION CONTROL PRACTICES (STONE TRACKING PADS, MULCHING IS REQUIRED ON ALL SEEDING TO INSURE AGAINST EROSION BEFORE GRASS IS 12" OF SOIL HAVING A PH OF 5.0 OR MORE. STRATEGICALLY PLACED LIMESTONE CHECK DAM, SILT FENCE, WOOD CHIPS) SHOULD ADDITIONAL NOTES 8. STONE ESTABLISHED AND PROMOTE FASTER AND EARLIER ESTABLISHMENT.

ESTABLISHED AND PROMOTE FASTER AND EARLIER ESTABLISHMENT. C. PURSUANT TO THE REQUIREMENTS IN SECTION 7 OF THE STANDARD FOR BE INSTALLED TO LIMIT THE MOVEMENT OF HIGH ACID PRODUCING SOILS FROM, PERMANENT VEGETATIVE STABILIZATION, THE CONTRACTOR IS RESPONSIBLE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PERMANENT SOIL EROSION A. COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. AROUND OR OFF THE SITE. A. UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR SALT HAY SHALL BE APPLIED TO ENSURE THAT PERMANENT VEGETATIVE COVER BECOMES ESTABLISHED ON AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION. THE PROPERTY OWNERS SHALL ASSUME THIS RESPONSIBILITY AFTER CONSTRUCTION IS COMPLETED AND AT A RATE OF 70 TO 90 LBS/1,000 SF (1-1/2 TO 2 TONS PER ACRE). MULCH

MPLETED AND AT A RATE OF 70 TO 90 LBS/1,000 SF (1-1/2 TO 2 TONS PER ACRE). MULCH AT LEAST 80% OF THE SOILS TO BE STABILIZED WITH VEGETATION. FAILURE TO 8. FOLLOWING BURIAL OR REMOVAL OF HIGH ACID-PRODUCING SOIL, TOPSOILING AND CHOPPER-BLOWERS MUST NOT GRIND THE MULCH. HAY MULCH IS NOT RECOMMENDED ACHIEVE THE MINIMUM COVERAGE MAY REQUIRE ADDITIONAL WORK TO BE CERTIFICATES OF OCCUPANCY ARE ISSUED. SEEDING OF THE SITE, MONITORING SHOULD CONTINUE FOR APPROXIMATELY 6 TO 12 DUE TO THE PRESENCE OF WEED SEEDS. PERFORMED BY THE CONTRACTOR TO INCLUDE SOME OR ALL OF THE MONTHS TO ASSURE THERE IS ADEQUATE STABILIZATION AND THAT NO HIGH B. SPREAD MULCH UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY FOLLOWING: SUPPLEMENTAL SEEDING, RE-APPLICATION OF LIME AND 2. THE SOIL EROSION INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION MEASURES TO BE ACID-PRODUCING SOIL PROBLEMS EMERGE. IF PROBLEMS STILL EXIST THE AFFECTED

2. THE SOIL EROSION INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION MEASURES TO BE ACID-PRODUCING SOIL PROBLEMS EMERGE. IF PROBLEMS STILL EXIST THE AFFECTED 85% OF THE SOIL SURFACE WILL BE COVERED. FERTILIZERS, AND/OR THE ADDITION OF ORGANIC MATTER (I.E. COMPOST) AS A INSTALLED, AS DIRECTED BY THE DISTRICT INSPECTOR. AREA MUST BE TREATED AS INDICATED ABOVE TO CORRECT THE PROBLEM. C. ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE TOP DRESSING. SUCH ADDITIONAL MEASURES SHALL BE BASED ON SOIL TESTS 3. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE ROADWAYS CLEAN AT ALL TIMES. LOSS BY WIND OR WATER. DRIVE 8" TO 10" WOODEN PEGS TO WITHIN 2" TO 3" OF THE SUCH AS THOSE OFFERED BY RUTGERS COOPERATIVE EXTENSION SERVICE OR 9. MONITORING OF AREAS WHERE HIGH ACID-PRODUCING SOIL HAS BEEN PLACED OR SOIL SURFACE EVERY 4' IN ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER OTHER APPROVED LABORATORY FACILITIES QUALIFIED TO TEST SOIL

OTHER APPROVED LABORATORY FACILITIES QUALIFIED TO TEST SOIL SAMPLES ANY SEDIMENT SPILLED OR TRACKED ON THE ROADWAY WILL BE CLEANED UP BURIED SHOULD BE PERFORMED FOR AT LEAST 2 YEARS OR LONGER IF PROBLEMS APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY STRETCHING TWINE BETWEEN FOR AGRONOMIC PROPERTIES IMMEDIATELY, OR AT MINIMUM, BY THE END OF EACH WORK DAY. OCCUR, TO ASSURE THERE IS NO MIGRATION OF POTENTIAL ACID LEACHATE. PEGS IN A CRIS-CROSS AND SQUARE PATTERN. SECURE TWINE AROUND EACH PEG WITH 4. STEEP SLOPES TO RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH TWO OR MORE ROUND TURNS. OR SUITABLE EQUAL. (SEE ANCHORING NOTES & NOTE NO. 6 OF SOIL EROSION & SEDIMENT CONTROL NOTES.)

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OVAL RD EAGLE ROCK AVE E AV EL UR LA Langan Engineering and Environmental Services, LLC 300 Kimball Drive Parsippany, NJ 07054 T: 973.560.4900 F: 973.560.4901 www.langan.com NJ Certificate of Authorization No. 24GA27996400 © 2024 Langan Date: 3/4/2026 Time: 18:29 User: tgreen Style Table: Langan.stb Layout: LD101 Document Code: 101049802-0102-LD101-0101

OVAL RD EAGLE ROCK AVE VE ELA UR LA Langan Engineering and Environmental Services, LLC 300 Kimball Drive Parsippany, NJ 07054 T: 973.560.4900 F: 973.560.4901 www.langan.com NJ Certificate of Authorization No. 24GA27996400 © 2024 Langan Date: 3/4/2026 Time: 18:34 User: tgreen Style Table: Langan.stb Layout: LD102 Document Code: 101049802-0102-LD101-0102

PLANT SCHEDULE ON-SITE IMPROVEMENT AREA KEY QTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS SHADE TREE(S) OVAL RD ® EAGLE ROCK AVE VE E LA UR LA ® ORNAMENTAL TREE(S) EVERGREEN TREE(S) DECIDUOUS SHRUB(S) EVERGREEN SHRUB(S) ORNAMENTAL GRASS(ES) GROUNDCOVER SHRUB(S) PERENNIAL(S) PLANT SCHEDULE - OVERALL RESTORATION AREAS 'ON-SITE' Langan Engineering and Environmental Services, LLC 300 Kimball Drive Parsippany, NJ 07054 T: 973.560.4900 F: 973.560.4901 www.langan.com NJ Certificate of Authorization No. 24GA27996400 © 2024 Langan Date: 3/4/2026 Time: 18:36 User: tgreen Style Table: Langan.stb

© 2024 Langan Date: 3/4/2026 Time: 18:36 User: tgreen Style Table: Langan.stb Layout: LP101 Document Code: 101049802-0102-LP101-0101