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FACE 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 1. 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 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, CALCIUM CARBONATE 1S THE EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. 2. 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. 3. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED IN ACCORDANCE WITH THE ABOVE, 4, SOILS HIGH IN SULFIDES OR HAVING A pH OF 4 OR LESS REFER TO STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, PAGE 1-1 IN THE STANDARD FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY. SEEDING 1, SELECT SEED FROM RECOMMENDATIONS IN TABLE 7-2 SHOWN BELOW: 2. CONVENTIONAL SEEDING: APPLY SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER. EXCEPT FOR DRILLED, HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE-TEXTURED SOIL. 3. 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 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

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. 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. 4. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS 1S THE PREFERRED METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE MAXIMIZED. MULCHING 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 AGENT) THE RATE OF APPLICATION IS 3 CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS 1S 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. : CA 4. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK, OR TRAILER-MOUNTED 3. SUREACE | WILL BE COVERED. FOR UNIFORM DrSTRIBUTION OF HAND -SPREAD MULCH! DIVIDE AREA INTO on TANK, WITH AN AGITATION SYSTEM AND HYDRAULIC

DING METHOD USUALLY INVOLVING A TRUCK, OR TRAILER-MOUNTED 3. SUREACE | WILL BE COVERED. FOR UNIFORM DrSTRIBUTION OF HAND -SPREAD MULCH! DIVIDE AREA INTO on 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. 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 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 OCCURS, THERE 1S A REDUCED SEED GERMINATION AND GROWTH. EVERY 4 FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE SITE IS LOCATED MULCH TO SOIL SURFACE BY STRETCHING TWICE BETWEEN PEGS IN A CRIS-CROSS AND A SQUARE WITHIN ZONE 6B PATTERN. SECURE TWINE AROUND EACH PEG WITH TWO OR MORE ROUND TURNS. 4.2, MULCH NETTINGS. STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A PERMANENT VEGETATIVE MIXTURES, PLANTING RATES anh PLANTING DATES DEGRADABLE NETTING IN AREAS TO BE MOWED. PLANTING DATES 4.3. CRIMPER (MULCH ANCHORING TOOL). A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISC HARROW, = OPTIMAL PLANTING PERIOD __A~ ACCEPTARLE PLANTING PERIOD | YY ESPECIALLY DESIGNED TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES PLANTING RATES PLANT HARIDNESS ZONE z INTO THE SOIL SO AS TO ANCHOR IT AND LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED Sc] REMARKS TO AREAS TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE ON THE CONTOUR OF SLOPES. STRAW SEED MIXTURE ZONE 5B, 6A ZONE 6B ZONE 74,78 | Bay MULCH RATE MUST BE 3 TONS PER ACRE. NO TACKIFYING OR ADHESIVE AGENT IS REQUIRED. 4.4, LIQUID MULCH BINDERS MAY BE USED TO ANCHOR HAY OR STRAW MULCH. ena ads BA S52] hn| aya | -araa ats ho iia stars = 4.4.1. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND MAY CATCH MULCH, IN VALLEYS, AND AT CRESTS OF

ERS MAY BE USED TO ANCHOR HAY OR STRAW MULCH. ena ads BA S52] hn| aya | -araa ats ho iia stars = 4.4.1. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND MAY CATCH MULCH, IN VALLEYS, AND AT CRESTS OF BANKS, THE REMAINDER OF THE AREA SHOULD BE UNIFORM IN APPEARANCE. WARM SEASON MIXTURE #4 4.4.2, USE ONE OF THE FOLLOWING: ISWITCHGRASS 10 | 25 4.4.2.1. ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING, POWDER BASED, SG BESTE 7 7 HYDROPHILIC MATERIALS WHEN MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO NATIVE WARM MULCH UNDER SATISFACTORY CURING CONDITIONS WILL FORM MEMBRANED NETWORKS OF LITTLE BLUESTEM 5 10 o ° ° CD) SEASON MIXTURE 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 COSTAL PANICGRASS io | 20 WEATHER CONDITIONS AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH MATERIALS. COOL SEASON MECTURE FY MANY NEW PRODUCTS ARE AVAILABLE, SOME OF WHICH MAY NEED FURTHER EVALUATION FOR USE STRONG CREEPING RED FESCUE | 130 | 3 Pe ALE WATERWAY 4.4.2.2, SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN KENTUCKY BLUEGRASS 50 1 CANADA BLUEGRASS DILUTED AND FOLLOWING APPLICATION TO MULCH, DRYING, AND CURING SHALL NO LONGER BE PERENNIAL RYEGRASS OW a eT alatolalalo| ada] o [ppltonepgouse SOLUBLE OR DISPERSIBLE IN WATER. IT SHALL BE APPLIED AT RATES RECOMMENDED BY THE a a 3 eee ANT oe FOR MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS. “ INCREASED DROUGHT 4.5. WOOD-FIBERED OR PAPER-FIBER MULCH. SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER PLUS WHITE CLOVER 5 +10 TOLERANCE CONTAINING NO GROWTH GERMINATION INHIBITING MATERIALS, USED AT THE RATE OF 1,500 POUNDS DUST CONTROL METHODS: THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: MULCHES - SEE STANDARD OF STABILIZATION WITH MULCHES VEGETATIVE COVER - SEE TEMPORARY AND PERMANENT VEGETATIVE COVER STANDARDS SPRAY ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS, DUST CONTROL MATERIAL WATER APPLY MATERIAL DELUSION |TYPE OF NOZZLE} ai onsyacre ANIONIC ASPHALT EMULSION 7:1 COARSE SPRAY. 1200 LATEX EMULSION. 12.5:1 FINE SPRAY. 235, RESIN IN WATER 4:1 FINE SPRAY 300 JAPPLY ACCORDING TO MANUFACTURER'S | a POLYACRYLAMIDE (PAM)- SPRAY ON [Rica ge usto as AN ADDITIVE TO SEDIMENT BASINS

AY. 1200 LATEX EMULSION. 12.5:1 FINE SPRAY. 235, RESIN IN WATER 4:1 FINE SPRAY 300 JAPPLY ACCORDING TO MANUFACTURER'S | a POLYACRYLAMIDE (PAM)- SPRAY ON [Rica ge usto as AN ADDITIVE TO SEDIMENT BASINS TO POLYACRYLAMIDE (PAM)- DRY SPRAY |)toccuLaTe AN PRECIPITATE SUSPENDED COLLOIDS. ACIDULATED SOY BEAN SOAP STICK NONE I COARSE SPRAY. i] 1200 TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS 15 TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE, CHISEL - TYPE PLOWS ABOUT 12 INCHES APART AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE DESIRED EFFECT. SPRINKLING - SITE IS SPRINKLED UNTIL THE SURFACE IS WET. BARRIERS - SOLID BOARD FENCE, SNOW FENCES, BURLAP FENCES, BALES OF HAY OR 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. IF 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. PER ACRE (OR AS RECOMMENDED BY THE PROJECT MANUFACTURER) AND MAY BE APPLIED BY A 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. 4.6. 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 NAD WATERED, FORM A MULCH MAT. PELLETIZED MULCH SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MULCH MAY BE APPLIED BY HAND OR MECHANICAL SPREADER AT THE RATE OF 60-75 LBS/1000 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 AREAS WHERE WEED-SEED FREE MULCH IS DESIRED OR ON SITES WHERE STRAW MULCH AND TACKIFIER AGENT ARE NOT PRACTICAL OR DESIRABLE. APPLYING THE FULL 0.2 TO 0.4 INCHES OF WATER AFTER SPREADING PELLETIZED MULCH ON THE SEED BED IS EXTREMELY IMPORTANT INLET FILTER INSTALLATION OPENING ABOVE 2”X4" FOR WITHOUT FRAME & GRATE ‘a AFTER INSTALLATION OF GEOTEXTILE,

INCHES OF WATER AFTER SPREADING PELLETIZED MULCH ON THE SEED BED IS EXTREMELY IMPORTANT INLET FILTER INSTALLATION OPENING ABOVE 2”X4" FOR WITHOUT FRAME & GRATE ‘a AFTER INSTALLATION OF GEOTEXTILE, BACKFILL WITH NO. & COARSE AGGREGATE TO SECURE GEOTEXTILE TO WELDED WIRE SUPPORT. GREATER THAN 1 YEAR STORM MOLD WELDED WIRE SUPPORT AROUND INLET FRAME AND GRATE. EXTEND 6" MIN. AT SIDES FOR EXISTING INLET STRUCTURES, GRATE. 2” X_4” WOODE! BOARD OULD BE TUCKET UNDER GRATE TO SECURE FABRIC iN PLACE EXISTING INLET B-TYPE INLET FILTER N.T.S. ANCHORING Post DRAWSTRING RUNNI WIRE, MESH SUPPORT, a Max. & 10 6. THROUGH F. 8°x6" MIN, (2'-0" HIGH) ALONG Si DIRECTION OF FLOW — N SLT ae ACCUMULATION to EMBED FILTER CLOTH MIN. 12° INTO GROUND — 1 FENCI Siete MATERIAL SULTLEENGE NOTES: 1, FENCE POST SPACED 8° C/G MAX. 2. USE A WIRE MESH TO SUPPORT FABRIC FOR HEAVY SEDIMENT LOADING. 3, USE NYLON REINFORCEMENT BETWEEN FASTNERS AND GEOTEXITLE FASTENER. ™ TYPICAL SILT FENCE N.T.S. | LENGTH ACCORDING TO TABLE | PUBLIC STONE PROFILE (NTS) PERCENT SLOPE LENGTH OF STONE REQUIRED OF ROADWAY | COURSE GRAINED SOILS FINE GRAINED SOILS 0 10 2% 50 FT 100 FT 2% 10 5% 400 FT 200 FT 25% ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE | 1. AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. LENGTH ACCORDING TO TABLE PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.0.W. PLAN VIEW (N.TS.)_ TEMPORARY STABILIZED CONSTRUCTION ENTRANCE FOR SUFFICIENT ACTIVATION AND EXPANSION OF THE MULCH TO PROVIDE SOIL COVERAGE. SITE 1S LOCATED WITHIN ZONE 6B TEMPORARY VEGETATIVE MIXTURES, PLANTING RATES AND PLANTING BATES OPTIMUM SEEDING DATE (2) BASED ON PLANT HARDINESS ZONE (3) SEEDING RATES PLANT HARIDNESS ZONE SEED MIXTURE ay , SaPTH INCHES) iss/]ups/i000] ZONE 58, 65 ZONE 6B ZONE 7A, 7B (4) ACRE] SQ.FT. COOL SEASON GRASSES 1. PERENNIAL RYEGRASS 100 1.0 3/15-6/1 & B/1-9/15 | 3/1-5/15 & B/15-10/1 2/15-5/1 & 8/15-10/15 0.5 (2. SPRING OATS 86 2.0 | 3/15-6/4 & 8/4-9/15 [3/1-5/15 & 8/15-10/1 2/15-5/1 & 8/15-10/15 1.0 3. WINTER BARLEY 96 2.2 8/1-9/15 8/15-10/1 28/15-10/15 1.0 |4. ANNUAL RYEGRASS 100 1.0 3/15-6/1 & 8/1-9/15 | 3/15-6/1 & B/1-9/15 2/15-5/1 & B/15-10/25 05 [5. WINTER CEREAL RYE 112 [28 g/1-11/1 e/1-11/15 8/1-12/15 1.0 WARM SEASON GRASSES 6. PEARL MILLET 20 05 6/1-8/1 5/15-8/15 5/1-9/1 10 }?, MILLET (GERMAN OR HUNGARIAN] 30 0.7

5 2/15-5/1 & B/15-10/25 05 [5. WINTER CEREAL RYE 112 [28 g/1-11/1 e/1-11/15 8/1-12/15 1.0 WARM SEASON GRASSES 6. PEARL MILLET 20 05 6/1-8/1 5/15-8/15 5/1-9/1 10 }?, MILLET (GERMAN OR HUNGARIAN] 30 0.7 6/1-8/1 5/15-B/15 5/1-9/1 1.0 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. . MAY BE PLANTED THROUGHOUT SUMMER IF SOIL MOISTURE 15 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. PUN N.T.S. PLACE GEOTEXTILE FABRIC WITHOUT WELDED WIRE SUPPORT UNDER 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, 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 é BREAST HEIGHT, 4.5 FEET ABOVE GROUND ON THE UPHILL SIDE_OF TREE) IN INCHES. \ 2.2, MULTIPLY THE MEASURED DBH BY 1.5 FOR OLDER, UNHEALTHY, OR SENSITIVE TREE SPECIES TO GET THE CRITICAL ROOT RADIUS. a EXPRESS THE RESULT IN FEET. a’ 2.5. MULTIPLY THE MEASURED DBH BY 1.0 FOR YOUNGER, HEALTHY, OR TOLERANT SPECIES TO GET THE CRITICAL ROOT RADIUS. EXPRESS RESULTS IN FEET. LIMIT OF PROTECTED ROOT ZONE AT A MINIMUM SHOULD EXTEND BEYOND CALCULATED CRITICAL ROOT RADIUS AS CALCULATED PER THE NOTES 2.1 THROUGH 2.3 TREE PROTECTION FENCE N.T.S. VARIABLE STOCKPILE TOP AND SIDES TO BE SEDIMENT BARRIER. IMMEDIATELY STABILIZED WITH (BALES OR SILT FENCE) (TYPICAL) TEMPORARY SEED, ETC.. AS SPECIFIED] SEDIMENT BARRIER (BALES OR SILT FENCE} gs mre 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 N.T.S. SCHEDULE OF REVISIONS DRAWN] CHK. REV, DATE DESCRIPTION OF CHANGES BY BY OWNER SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ

TYPICAL STOCKPILE CONSTRUCTION N.T.S. SCHEDULE OF REVISIONS DRAWN] CHK. REV, DATE DESCRIPTION OF CHANGES BY BY 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 E 2 PROJECT MANAGEMENT LLC 87 HIBERNIA AVENUE ROCKAWAY, N.J. 07866 PHONE: (973) 299-5200 FAX: (973) 299-5059 www.EZPM.com bud MOT INCLUDE NECESSARY COMPONENTS FOR COM AL BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY. AND ALL RULES AND REGULATIONS THERETO. THIS DRAWING AND THE ESIGN FEATU ISCLOSED ARE PROPRIETARY TO E2 PROJECT LE AND SHALL HOT BE REPRODUCED, ALTERED OR COPIED WITHOUT WRITTEN PERMISSION, SHALL NOT BE USED IN ANY MANNER DETRIMENTAL TO ITS INTEREST AND SHALL BE RETURNED UPON REQUEST, N.J. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 24GA28118200 1 CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION Ch Ae CHAI 1, ART, P.B., P.L.S. NJ REGISTERED PROFESSIONAL ENGINEER 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 i DRAWING TITLE SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS CHECKED BY: as DRAWN BY: ENS SCALE: NOT TO SCALE SHEET NO: PROJECT #: P-22-34-01 FIRST ISSUE: 10/13/2022 DRAWING NO. SP-110.00

6 X 6 W2.0 X W2.0 WWE 4" WIDTH VARIES SEE PLAN 4" CONCRETE CURB 4500 PSI CONCRETE @ 28 DAYS AND GUTTER WITH 6%£ 1% AIR ENTRAINMENT GRASS: GRASS \ 1/4" PER 1" COMPACTED SUBGRADE TOOLED FINISHED EDGE TOOLED JOINT SAND LAYER SUBBASE, SUITABLE COMPACTED GRANULAR MATERIAL OR RECYCLED CONCRETE BASE BROOM FINISH SaIMVA EXPANSION -~ JOINT EXPANSION JOINTS 12’ MAX, 1. ANY CONCRETE PLACED BETWEEN NOVEMBER 15 AND APRIL 1 MUST CONFORM TO ARTICLES 501.11 AND 501.17 OF THE N.J.D.0.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1989 EDITION, USING 2% CALCIUM CHLORIDE, HOT WATER, COVERED W/SALT HAY. 2. WHERE SIDEWALK ABUTS CURBING, INSTALL EXPANSION JOINT SETWEEN CURB ANO SIDEWALK ALONG ENTIRE LENGTH. 3. SLUMP TEST: 3° 4. EXPANSION JDINTS EVERY 12', CONSTRUCTION JOINTS EVERY 4° AT A DEPTH OF 1/4 THICKNESS OF CONCRETE. 5. ALL SIDEWALK MUST BE SPRAYED WITH WHITE PIGMENTED CURING COMPOUND AFTER BROOM FINISHING. SIDEWALK PAVEMENT SECTION VARIES SEE DRAWING C-104.00 FOR PAVEMENT SECTION DETAILS SAW CUT EXISTING PAVEMENT EXISTING PAVEMENT K yi 8" FROM TOP OF TRENCH 3!_MINIMUM, D/2 YRPMHYYMS PIPE DIA. 1. UMITS OF TRENCH TO BE CUT TO A NEAT EDGE AND TACK-—COATED WITH EMULSIFIED ASPHALT. 2. IN AREAS WITH WET OR UNSTABLE BOTTOMS USE 3/4" CLEAN BROKEN STONE TO STABILIZE TRENCH BOTTOM TO SOLID, STABLE FOUNDATION. 3. CONTRACTOR SHALL REPAIR ANY SETTLED AREAS WITH STABILIZED BASE AFTER A SIX MONTH PERIOD OR ONE WINTER SEASON TO ENSURE NEW PAVEMENT SURFACE REMAINS FLUSH WITH EXISTING PAVEMENT. NS ‘KK MIN. 6" COMPACTED SUBGRADE DENSE GRADED AGGREGATE (VARIES) KE PROP. UTILITY Za OX ROE, Sfp ff, 2ANCH SURFACE BITUMINOUS ASPHALT | ~ ra - _" x 3/4" CRUSHED STONI ID 4-INCH BITUMINOUS ASPHALT BASE COARSE PLUS 2’ | "~~ COMPACTED BASE IY GIG IG IG FY EB 6-INCH DENSE GRADE AGGREGATE (BGA) NAR JNLN INN ISN INN INN — iy ae “Ely ne 4, REFER TO PAVEMENT DETAIL FOR PAVEMENT THICKNESS PIPE TRENCH (3\__ASPHALT PAVEMENT 1 Cy CAST IRON 6-8 GOK tauk4D *aDNER" {AS MARUPAGTIED BY THE GENEEO COMPANY ‘OR: APOROVED TOLL Ja" SCALE: N.T.S. BOK MJGT AE SUSTALAED LEVEL, a Te SUA CAMPBELL FND CO. COVERE iy, CIRCULAR FRAME APPROVED EQUAL # 1000 OR NOTES: 5, AT LEAST ONE CLEAN OUT MUST BE PROVIDED CN EACH LATERAL 3% A CLEANOUT WILL BE PROMDED FOR EACH LATERAL BETWEEN THE CURB AND THE SIDEWALK. 3. tN GENERAL, OWNERSHIP AND MAINTENANCE OF LATERALS

ES: 5, AT LEAST ONE CLEAN OUT MUST BE PROVIDED CN EACH LATERAL 3% A CLEANOUT WILL BE PROMDED FOR EACH LATERAL BETWEEN THE CURB AND THE SIDEWALK. 3. tN GENERAL, OWNERSHIP AND MAINTENANCE OF LATERALS AND CLEANOUTS WiLL BE THE RESPONSIBILITY OF THE PROPERTY OWNER, 4. THE LOCATION OF ALL CLEANOLTS MUST BE APPROVED BY THE TOWNSHIP PLUMBING DEPARTMENT, 5. ALL CLEANGUTS LOCATED WITHIN PAVEMENT DR CONCRETE MUST SE PROTECTED WTH A CoB BOX. SANITARY CLEANOUT Ce a MUELLER CORPORATION STOP NO. 15000 DEPTH VARIES — D.ILP. DISTRIBUTION, MAIN BEFORE GOOSNECK LAWN_AREA z T 2a EXTENSION TYPE |-_EXTENSION TYPE GOOSE NECK | ou. aw WITH ROD COMPACTED DGA GONNECTING Nv 4" SCH. 80 P.V.C. / Hal SCALE:N.T-S. —\@P-11/ CAMPBELL op CO. COVER & quAP 000 Ol “APPROVED. El FINISHED GRADE. SCALE: N.T.S. z cs) a BUILDING LINE [rae PROVED DGA OR EQUAL POSED. CLEANQUT SLEEVE AS NEEDED AT UTILITY CROSSINGS 1 CUBIC FOOT CRUSHED STONE OR GRAVEL 1" CURB STOP COPPER CURB STOP NO. H~15200 INNECT TO PROPOSED GUTTER SYSTEM. [eerie WITH ARCH. AND MEP PLANS) PROPOSED 6” HDPE ROOF LEADER DOWNSPOUT COORDINATE WITH ARCH. AND MEP PLANS: MANHOLE FRAME & COVER EMBED CASTING, GRICKS & ANNULAR AREA WITH WATER ae \ PROOF MORTAR: = f=] 3" MIN. ROUND RUBBER") a ADJUST TO GRADE W7H GASKET (TYP.} BRICK COURSES (3 COURSES 30" MAXIMUM) TWO COATS—16 MIL. TOTAL COAL TAR EPOXY S~200(i), 12"| SSPC-PAWNT 16 OR MACROPAXY| ALUMINUM 845 NSF FAST CURE EPOXY—+| MANHOLE, STEP (TYP,) FLEXIBLE MANHOLE SLEEVE EPOXY COAT BENCH & CHANNEL (SIKAGARD 62 AGCEPTABLE) PLACE NON=SKID SURFACE ON @ENCH ONLY | ~~ 0.8. x PIPE to. CRUSHED STONE (CHOKED) r. CONFORMING TO NuwLD.O,T. By a7 COARSE AGGREGATE 3,000 PSI CONCRETE: NOTES: 1, INTERIOR SURFACES TO BE COATED WITH TWO COATS, 16 MIL TOTAL, COAL TAR, EPOKY MEETING SPECIFICATION C=200(A) CR SSPC—PAINT 16 IF RECEIVING DIRECT CISCHARGE FROM PUMP’ STATION OR OIFFERENCE IN INVERT ELEVATIONS EXCEEDS 12°. RISER, CONES AND SLASS SHALL BE CONSTRUCTED iN ACCORDANCE WITH A.S.T.M. C478, BP . NON PENETRATING LIFTING HOLES SHALL BE PROVIDED IN ALL UNITS. ABSORPTION NOT TO EXCZED BR IN ACCORDANCE WITH AS.T.M. C-78, ALL JOINTS TO BE CONSTRUCTED IN ACCORDANCE WITH AS.7M, C—38t. NO PRE-CAST BENCHES OR CHANNELS CAN ONLY BE USED AT DEPTHS GREATER THAN 55° AS MEASURED FROM RIM TO INVERT. NP WR w NOTES: 1. BENCH TD HAVE 2.0% SLOPE (TYP.) WITH NON SKID SURFACE. 2