Updated Civil Plans 13123

PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION SITE PREPARATION 1. 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 STANDARD FOR LAND GRADING. 2, IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SUBSOIL SHALL BE EVALUATED FOR COMPACTION IN ACCORDANCE WITH THE STANDARD FOR LAND GRADING . 3, TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING THE SOIL STRUCTURE. A UNIFORM APPLICATION TO A DEPTH OF 5S INCHES (UNSETTLED) IS REQUIRED ON ALL SITES. TOPSOIL SHALL BE AMENDED WITH ORGANIC MATTER, AS NEEDED, IN ACCORDANCE WITH THE STANDARD FOR TOPSOILING, 4, INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE-STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS. SEEDBED PREPARATION i. 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://NIAES.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 4 INCHES. IF FERTILIZER IS NOT INCORPORATED, APPLY ONE-HALF THE RATE DESCRIBED ABOVE DURING SEEDBED PREPARATION AND REPEAT ANOTHER ONE-HALF RATE APPLICATION OF THE SAME FERTILIZER WITHIN 3 TO 5 WEEKS AFTER SEEDING. 2. WORK LIME AND FERTILIZER INTO THE TOPSOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH 4-1 STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY JANUARY 2014 A DISC, SPRING-TOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION SITE PREPARATION 1, 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 STANDARD FOR LAND GRADING (19-1 OF STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY). INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS

ING SHOULD BE DONE IN ACCORDANCE WITH STANDARD FOR LAND GRADING (19-1 OF STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY). 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 IN STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY. 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.) SEEDBED PREPARATION ity 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 COOPERATIVE EXTENSION OFFICES (HTTP://NJAES.RUTGERS.EDU/COUNTY/). FERTILIZER SHALL BE APPLIED AT THE RATE OF S00 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. 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. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING-TOOTH 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. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED IN ACCORDANCE WITH THE ABOVE, INLET FILTER INSTALLATION WITHOUT FRAME & GRATE AFTER INSTALLATION OF GEOTEXTILE, BACKFILL WITH NO. 8 COARSE AGGREGATE TO SECURE GEOTEXTILE TO WELDED WIRE SUPPORT. ENING ABOVE 2"X4” FOR ATER THAN 1 YEAR STORM \ MOLD WELDED WIRE \ rl / SUPPORT AROUND INLET FRAME AND GRATE. EXTEND 6" MIN. AT SIDES FOR EXISTING INLET STRUCTURES, WELDED WIRE SUPPORT UNDER GRATE. / PLACE GEOTEXTILE FABRIC WITHOUT GEOTEXTILE FABRIC SHOULD BE _TUCKE! UNDER GRATE TO SECURE FABRIC IN PLACE INLET FILTER NOTE: 1, TREE PROTECTION DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 9 — TREE PROTECTION DURING CONSTRUCTION OF THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY. A

LTER NOTE: 1, TREE PROTECTION DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 9 — TREE PROTECTION DURING CONSTRUCTION OF THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY. A \. LIMIT OF PROTECTED ROOT ZONE AT A MINIMUM 2. TREE PROTECTION FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT RADIUS WHICH IS DETERMINED AS FOLLOWS: MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5 FEET ABOVE GROUND ON THE UPHILL SIDE_OF TREE) IN INCHES. MULTIPLY THE MEASURED DBH BY 1.5 FOR OLDER, UNHEALTHY, OR SENSITIVE TREE SPECIES TO GET THE CRITICAL ROOT RADIUS. EXPRESS THE RESULT IN FEET, MULTIPLY THE MEASURED DBH BY 1.0 FOR YOUNGER, HEALTHY, OR TOLERANT SPECIES TO GET THE CRITICAL ROOT RADIUS. EXPRESS RESULTS IN FEET. EXTEND BEYOND CALCULATED CRITICAL ROOT RAI CALCULATED PER THE NOTES 2.1 THROUGH 2.3 TREE PROTECTION FENCE IVEN MIN ‘OUNI WOOD MIN. " THICKNESS) 1” MIN, FENCE, POST Mi Se CAN EMBED FABRIC INTO GROUND 12” MINIMUM N.T.S. SEDIMENT BARRIER (BALES OR SILT FENCE) (TYPICAL) ee VARIABLE ie STOCKPILE TOP AND SIDES TO BE IMMEDIATELY STABILIZED WITH TEMPORARY SEED, ETC.. AS SPECIFIED) STOCKPILE @_—— store SEDIMENT BARRIER (BALES OR SILT FENCE aa NOTES: EXISTING GRADE SECTION X- X SLOPE PLAN VIEW 1. STOCKPILES TO BE PLACED AS DETERMINED IN THE FIELD. 2. STOCKPILES NOT TO BE PLACED IN AREA WITH CONCENTRATED FLOW, WETLANDS, EXTREME SLOPE, OR WITHIN 100 FEET OF A NATURAL STREAM, 3. TOPSOIL IS TO BE STOCKPILED SEPARATELY FROM OTHER EXCAVATED MATERIALS. TYPICAL STOCKPILE CONSTRUCTION STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. 1, SEEDING RATE FOR WARM SEASON GRASS, SELECTIONS 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, ave MAY BE PLANTED THROUGHOUT SUMMER IF SOIL MOISTURE IS ADEQUATE OR SEED AREA CAN BE IRRIGATED, PLANT HARDINESS ZONE (SEE FIGURE 7-1, PG 7-4 OF THE THE STANDARDS FOR EROSION AND SEDIMENT CONTROL IN NEW JERSEY ‘TWICE THE DEPTH FOR SANDY SOILS. 4. SOILS HIGH IN SULFIDES OR HAVING A pH OF 4 OR LESS REFER TO STANDARD FOR MANAGEMENT OF HIGH SHOULD Be ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM SEEDBED IS ACID PRODUCING SOILS, PAGE 1-1 IN THE STANDARD FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW j JERSEY. 3. HIGH ACID PRODUCING

THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM SEEDBED IS ACID PRODUCING SOILS, PAGE 1-1 IN THE STANDARD FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW j JERSEY. 3. 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 ANCHORING POST REPARATION. SEE STANDARD FOR MANAGEMENT OF HIGH ACID-PRODUCING SOILS FOR SPECIFIC SEEDING er ca ery BIE 1S REQUIREMENTS. 1. SELECT SEED FROM RECOMMENDATIONS IN TABLE 7-2 SHOWN BELOW: = SEEDING 2. CONVENTIONAL SEEDING: APPLY SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, CLASS 3 _ =~ 2. DRILL OR CULTIPACKER SEEDER. EXCEPT FOR DRILLED, HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SEO TERTUE MATERIAL SHALL BE INCORPORATED INTO THE SOIL TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING, DEPTH ‘ 1. SELECT A MIXTURE FROM TABLE 4-3 OR USE A MIXTURE RECOMMENDED BY RUTGERS COOPERATIVE EXTENSION OF SEED PLACEMENT MAY BE 1/4 Bide DEEPER ON ee salt te SOIL. OR NATURAL RESOURCES CONSERVATION SERVICE WHICH IS APPROVED BY THE SOIL CONSERVATION 3. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK, OR TRAILER-MOUNTED DIRECTION FLOW GN sip DISTRICT, SEED GERMINATION SHALL HAVE BEEN TESTED WITHIN 12 MONTHS OF THE PLANTING DATE, NO TANK, WITH AN AGITATION SYSTEM AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND FERTILIZER AND wl | XCcuMULATION ‘ SEED SHALL BE ACCEPTED WITH'A GERMINATION TEST DATE MORE THAN 12 MONTHS: OLD UNLESS RETESTED, SPRAYING THE MIX ONTO THE PREPARED SEEDBED, MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. i Th)” -SRSOIN RATES SE GIIEO AiG BEN re Wet SREP AR) Or COMMIRM CE dS BeGrasted Fain te SHORT FIBERED MULCH MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION AGTUAL ESTABLISHMENT OF PERMANENT VEGETATION: (UP TO!50% REQUCTION IN RATES MAY REUSED 4-MULCHING BELOW). HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND FERTILIZER WHEN PERMANENT VEGETATION IS ESTABLISHED PRIOR TO A REPORT OF COMPLIANCE INSPECTION. THESE ARE APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. POOR SEED TO SOIL CONTACT : Sin SRE ees REE ERE COCERA SE WaTH THe SRECITED Seco Ue Hees ES BONE OCCURS REDUCING SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS TOO STEEP EMBED FILTER —| 1, FENCE POST SPACED 8 C/C

in SRE ees REE ERE COCERA SE WaTH THe SRECITED Seco Ue Hees ES BONE OCCURS REDUCING SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS TOO STEEP EMBED FILTER —| 1, FENCE POST SPACED 8 C/C MAX. VEGETATOVE COVERAGE WITH “THE SPECIVIED:SEED MIXTURE ROR THE SEEDED AREA-AND:NOWBI-QNCE, FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH ROCKS, STUMPS, ETC. Crome MN 2 2. USE A WIRE MESH TO SUPPORT U2! |. WARE SEASBN.YATURES ARB GRASSES AND LEGUMES WHIEHMAXIMIZE GROWID.AT HIGH 4. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL FABRIC FOR HEAVY SEDIMENT LOADING. TEMPERATURES, GENERALLY 850 F AND ABOVE. SEE TABLE 4-3 MIXTURES 1 TO 7. PLANTING= RATES FOR CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED METHOD. 3, USE NYLON REINFORCEMENT BETWEEN WR SEASON Gui ore Att THE AMOUNT OF PURE LIVE SEED (PLS) AS DETERMINED BY WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON FASTNERS AND GEOTENITLE FASTENER. : E WILL BI 5 1,3. COOL-SEASON MIXTURES ARE GRASSES AND LEGUMES WHICH MAXIMIZE GROWTH AT TEMPERATURES SUE TWILE BE MANINUZED: BELOW 850 MANY GRASSES BECOME ACTIVE AT 650 SEE TABLE 4-3, MIXTURES 8-20. ADJUSTMENT OF PLANTING RATES TO COMPENSATE FOR THE AMOUNT OF PLS IS NOT REQUIRED FOR COOL SEASON MULCHING TYPICAL SILT FENCE GRASSES, N.T.S. 2. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) 1, MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL INSURE AGAINST EROSION BEFORE GRASS IS SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER. EXCEPT FOR DRILLED, HYDROSEEDED OR ESTABLISHED AND WILL PROMOTE FASTER AND EARLIER ESTABLISHMENT. THE EXISTENCE OF VEGETATION CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL WITHIN 24 HOURS OF SEEDBED SUFFICIENT TO CONTROL SOIL EROSION SHALL BE DEEMED COMPLIANCE WITH THIS MULCHING REQUIREMENT. PREPARATION TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING, DEPTH OF SEED PLACEMENT MAY BE 2, STRAW OR HAY: UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, APPLIED AT THE RATE OF 1-1/2 TO 2 1/4 INCH DEEPER ON COARSE-TEXTURED SOIL. TONS PER ACRE (70 TO 90 POUNDS PER 1,000 SQUARE FEET), EXCEPT THAT WHERE A CRIMPER IS USED 3. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE

000 SQUARE FEET), EXCEPT THAT WHERE A CRIMPER IS USED 3. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT) THE RATE OF APPLICATION IS 3 CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED METHOD. TONS PER ACRE, MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MULCH. HAY MULCH IS NOT RECOMMENDED WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON FOR ESTABLISHED FINE TURF OR LAWNS DUE TO THE PRESENCE OF WEED SEED, SITE WILL BE MAXIMIZED. 3. APPLICATION: SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 95% OF THE SOIL 4. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK, OR TRAILER-MOUNTED SURFACE WILL BE COVERED, FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO TANK, WITH AN AGITATION SYSTEM AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND FERTILIZER AND APPROXIMATELY 1,000 SQUARE FEET SECTIONS AND DISTRIBUTE 70 TO 90 POUNDS WITHIN EACH SECTION. LENGTH ACCORDING TO TABLE PUBLIC SPRAYING THE MIX ONTO THE PREPARED SEEDBED. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. 4, ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR L. — -+| SHORTFIBERED MULCH MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF HTE AREA, 4-MULCHING BELOW). HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND FERTILIZER STEEPNESS OF SLOPE, AND COSTS: ARE APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. WHEN POOR SEED TO SOIL CONTACT 4.1, PEG AND TWINE, DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE L OCCURS, THERE IS A REDUCED SEED GERMINATION AND GROWTH. EVERY 4 FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE HE SITE IS LOCATED MULCH TO SOIL SURFACE BY STRETCHING TWICE BETWEEN PEGS IN A CRIS-CROSS AND A SQUARE EXISTING GROUND BO~ ~ 00 / WITHIN ZONE 6B PATTERN, SECURE TWINE AROUND EACH PEG WITH TWO OR MORE ROUND TURNS. 4 4.2, MULCH NETTINGS, STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A _—— | PERMANENT VEGETATIVE MIXTURES, PLANTING RATES AND PLANTING DATES DEGRADABLE NETTING IN AREAS TO BE MOWED. 1. PERLE 4.3, CRIMPER (MULCH

UTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A _—— | PERMANENT VEGETATIVE MIXTURES, PLANTING RATES AND PLANTING DATES DEGRADABLE NETTING IN AREAS TO BE MOWED. 1. PERLE 4.3, CRIMPER (MULCH ANCHORING TOOL). A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISC HARROW, 2-1/2 AGHTiNaL.BLANTINGpeRIOn.- as AteEeTAd@ PLANTING Fearon |B ESPECIALLY DESIGNED TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES SEAN bs sraleniies PLANT HARIDNESS ZOWE g INTO THE SOIL SO AS TO ANCHOR IT AND LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED Bake e ters Sc] REMARKS TO AREAS TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE ON THE CONTOUR OF SLOPES. STRAW Ee RENIRED SEED MIXTURE ZONE 5B, 6A ZONE 7A, 78 | EG MULCH RATE MUST BE 3 TONS PER ACRE. NO TACKIFYING OR ADHESIVE AGENT IS REQUIRED. PERCENT SLOPE LENGTH OF STONE REQ 3 4.4, LIQUID MULCH BINDERS MAY BE USED TO ANCHOR HAY OR STRAW MULCH. OF ROADWAY fone eal Bar [haepate|| rtp | capa epee leaps cata cata Larealt = 4.4.1. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND MAY CATCH MULCH, IN VALLEYS, AND AT COUREE GRAWED BONS. AINE GRAINED ‘SOUS : CRESTS OF BANKS. THE REMAINDER OF THE AREA SHOULD BE UNIFORM IN APPEARANCE. Sige BT rae WARM SEASON MIXTURE #4 4.4.2. USE ONE OF THE FOLLOWING: SWITCHGRASS io | 25 4.4.2.1, ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING, POWDER BASED, See 4a ft 200 FT Gig BLUESTEN = Th HYDROPHILIC MATERIALS WHEN MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO ; : MULCH UNDER SATISFACTORY CURING CONDITIONS WILL FORM MEMBRANED NETWORKS OF 35% ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE LITTLE BLUESTEM s | to fo) ° co) CB) se Mons INSOLUBLE POLYMERS. THE VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT [SAND LOVEGRASS 4 [10 RESULT IN A PHYTOTOXIC EFFECT OR IMPEDED GROWTH OF TURFGRASS, USE AT RATES AND 1. AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. SOSTAL PANIGSRAEE ett 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 COOL SEASON MIXTURE #7 a IN THIS STATE, | LENGTH ACCORDING TO TABLE | BaOUOE aRRADBRIATE STRONG CREEPING RED FESCUE | 130 | 3 ce 4.4.2.2, SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN TRANSITION BETWEEN KENTUCKY BLUEGRASS 50 | 4 CANADA BLUEGRASS DILUTED AND FOLLOWING

EPING RED FESCUE | 130 | 3 ce 4.4.2.2, SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN TRANSITION BETWEEN KENTUCKY BLUEGRASS 50 | 4 CANADA BLUEGRASS DILUTED AND FOLLOWING APPLICATION TO MULCH, DRYING, AND CURING SHALL NO LONGER BE STABILIZED CONSTRUCTION GERENNINL AVEGRASS. OR Tal eT alalolaladlol ad a | o |pp|Moreorouctr SOLUBLE OR DISPERSIBLE IN WATER. IT SHALL BE APPLIED AT RATES RECOMMENDED BY THE ENTRANCE AND PUBLIC R.O.W. — 7 35 eer MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS. = iS : INCREASED DrousHT | 4.5. WOOD-FIBERED OR PAPER-FIBER MULCH. SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER f PLUS WHITE CLOVER 5 [10 [TOLERANCE CONTAINING NO GROWTH GERMINATION INHIBITING MATERIALS, USED AT THE RATE OF 1,500 POUNDS EXISTING ~ PER ACRE (OR AS RECOMMENDED BY THE PROJECT MANUFACTURER) AND MAY BE APPLIED BY A _-GROUND DUST CONTROL METHODS: HYDROSEEDER. THIS MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO FLATTER { SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL. i) : 4.6. PELLETIZED MULCH. COMPRESSED AND EXTRUDED PAPER AND/OR WOOD FIBER PRODUCT, WHICH MAY ae Pe OvENS MeTHeDS. SHOULD aula FOR CONTROLLING DUST: CONTAIN CO-POLYMERS, TACKIFIERS, FERTILIZERS AND COLORING AGENTS. THE DRY PELLETS, WHEN eee ATE CONE ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MULCH MAY BE APPLIED BY HAND OR ‘SPRAY ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE MECHANICAL SPREADER AT THE RATE OF 60-75 LBS/1000 SQUARE FEET AND ACTIVATED WITH 0.2 TO 0.4 TEMPORARY STABILIZED CONSTRUCTION ENTRANCE AREAS, INCHES OF WATER. THIS MATERIAL HAS BEEN FOUND TO BE BENEFICIAL FOR USE ON SMALL LAWN OR N.T.S. RENOVATION AREAS, SEEDED AREAS WHERE WEED-SEED FREE MULCH IS DESIRED OR ON SITES WHERE DUST CONTROL MATERIAL STRAW MULCH AND TACKIFIER AGENT ARE NOT PRACTICAL OR DESIRABLE. APPLYING THE FULL 0.2 TO 0.4 WATER "APPLY INCHES OF WATER AFTER SPREADING PELLETIZED MULCH ON THE SEED BED IS EXTREMELY IMPORTANT MATERIAL DELUSION {TYPE OF NOZZLE| cai onieyacrel FOR SUFFICIENT ACTIVATION AND EXPANSION OF THE MULCH TO PROVIDE SOIL COVERAGE. _SITE IS LOCATED ANIONIC ASPHALT EMULSION 7A COARSE SPRAY. 1200 z SSSI, CONES LATEX EMULSION 12.5:1 FINE SPRAY 235 a RESIN INWATER aa SSSORAY. 300 TEMPORARY VEGETATIVE MIXTURES, PLANTING RATES AND PANTING BATES POLYACRYLAMIDE (PAM)- SPRAY ON |hico us stb AG

. 1200 z SSSI, CONES LATEX EMULSION 12.5:1 FINE SPRAY 235 a RESIN INWATER aa SSSORAY. 300 TEMPORARY VEGETATIVE MIXTURES, PLANTING RATES AND PANTING BATES POLYACRYLAMIDE (PAM)- SPRAY ON |hico us stb AG ak ADDITIVETOSeoIMeNT OAGSTO BASED ON PLANT HARDINESS ZONE (9) : POLYACRYLAMIDE (PAM)- DRY SPRAY |FLoccULATE AND PRECIPITATE SUSPENDED COLLOIDS. SEEDING RATE: PLANT HARIDNESS ZONE > ACIDULATED SOY BEAN SOAP STICK NONE [ COARSE SPRAY [ 1200 Sede wherune () t — OPTIMUM SEED 4 DEPTH (INCHES) TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE, THIS IS TEMPORARY EMERGENCY ups/|Les/1000| ZONE 5B, 6S ZONE 6o ZONE 7A; 7B @) MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE ACRE| SQ.FT. OF SITE. CHISEL - TYPE PLOWS ABOUT 12 INCHES APART AND SPRING-TOOTHED HARROWS ARE EXAMPLES SOG SEASON GRASSES OF EQUIPMENT WHICH MAY PRODUCE DESIRED EFFECT. 1, PERENNIAL RYEGRASS 100 1.0 3/15-6/1 & 8/1-9/15 | 3/1-5/15 & 8/15-10/1 )2/15-5/1 & 8/15-10/15 0.5 SPRINKLING - SITE IS SPRINKLED UNTIL THE SURFACE IS WET. 2. SPRING OATS 86 2.0 3/15-6/1 & 8/1-9/15 | 3/1-5/15 & 8/15-10/1|2/15-5/1 & 8/15-10/15 1,0 BARRIERS - SOLID BOARD FENCE, SNOW FENCES, BURLAP FENCES, BALES OF HAY OR SIMILAR MATERIAL —— 26 | 22 hee ie 2S OS ad CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. 4, ANNUAL RYEGRASS: 100 1.0 3/15-6/1 & 8/1-9/15 | 3/15-6/1 & 8/1-9/15 |2/15-5/1 & 8/15-10/15) 0.5 5. WINTER CEREAL RYE 112 2.8 8/1-11/1 8/1-11/15 8/1-12/15 1.0 CALCIUM CHLORIDE - SHALL BE IN THE FORM OF LOOSE, DRY GRANULES OR FLAKES FINE ENOUGH TO FEED WARM SEASON GRASSES THROUGH COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE 7 5 7 POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT pcre PSE 20 | 08, Sai S/t8/33 SESE au WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS. 7, MILLET (GERMAN OR HUNGARIAN} 30 0.7 6/1-8/1 5/15-B/15 5/1-9/1 1,0 N.T.S. SCHEDULE OF REVISIONS REV.| DATE | DESCRIPTION OF CHANGES Pee 1. lowa1/2023) REVISED PER CME COMMENT TETTER | onc | oye DATED 1/20/23 OWNER SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 APPLICANT SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 E2 PROJECT MANAGEMENT LLC Ss ROCKAWAY, N.J. 07866 PHONE: (973) 299-5200 FAX: (973) 299-5059 www.E2PM.com ‘THIS DRAWING DOES NOT INCLUDE

SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 E2 PROJECT MANAGEMENT LLC Ss ROCKAWAY, N.J. 07866 PHONE: (973) 299-5200 FAX: (973) 299-5059 www.E2PM.com ‘THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL ‘CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE CCCUPATIONAL SAFETY AND HEALTH [ACT OF 1970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT. THIS DRAWING AND THE [DESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TO E2 PROJECT MANAGEMENT LLC AND SHALL NOT BE REPRODUCED, ALTERED OR COPIED WITHOUT WRITTEN PERMISSION, SHALL [NOT BE USED IN ANY MANNER DETRIMENTAL TO ITS INTEREST ANO SHALL BE RETURNED UPON REQUEST. N.J. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 24GA28118200 T CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION CHARLES Y, STEWART, P.E}, P.LS. NJ REGISTERED PROFESSIONAL NEER LICENSE AND NJ PROFESSIONAL LAND SURVEYOR LICENSE NO, 24GB035884 PROJECT NAME SETON HALL PREPARATORY SCHOOL HEALTH AND FITNESS CENTER KELLY ATHLETIC CENTER 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY TAX BLOCK 82.01, LOT 1 DRAWING TITLE SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS CHECKED BY: cis DRAWN BY: ENS SCALE: NOT TO SCALE ‘SHEET NO: PROJECT #: P-22-34-01 FIRST ISSUE: 10/13/2022 DRAWING NO. SP-110.00