Updated Civil Plans 13123

ITY, NJ - DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN WINTER WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED. 10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS. 11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5.0 INCHES, FIRMED IN PLACE, IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND GRADING, EFFECTIVE DECEMBER 2017, 12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL. 13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 ¥2 -1” CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6”. ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” MEASURES SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER AND BE APPROVED BY THE SOIL CONSERVATION DISTRICT. 15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR THE SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS. NEW OWNERS' INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES DEEMED NECESSARY BY DISTRICT OFFICIALS SHALL BE IMPLEMENTED AS CONDITIONS WARRANT. EXISTING COVERAGE WSHD [TOTAL AREA (SF) [TOTAL AREA (AC) |PERV AREA (SF) [PERV AREA (AC) |IMP AREA (SF) _|IMP AREA (AC) LOD 17334 0.40 4903 0.11 12431 0.29 PROPOSED COVERAGE WSHD _|TOTAL AREA (SF) [TOTAL AREA (AC) |PERV AREA (SF) |PERV AREA (AC) |IMP AREA (SF) _|IIMP AREA (AC) LoD 17334] 0.40) 4911] 0.11 12423 0.29 DRAINAGE NARRATIVE 4. THE PROJECT IS NOT CONSIDERED A MAJOR DEVELOPMENT PER NJAC 7:8-1.2 AS IT DOES NOT: 1.1. DISTURB MORE THAN ONE ACRE OF LAND 1.2. CREATE

C) LoD 17334] 0.40) 4911] 0.11 12423 0.29 DRAINAGE NARRATIVE 4. THE PROJECT IS NOT CONSIDERED A MAJOR DEVELOPMENT PER NJAC 7:8-1.2 AS IT DOES NOT: 1.1. DISTURB MORE THAN ONE ACRE OF LAND 1.2. CREATE ONE-QUARTER ACRE OR MORE OF REGULATED IMPERVIOUS SURFACE, OR 1.3. CREATE ONE-QUARTER ACRE OR MORE OF REGULATED MOTOR VEHICLE SURFACE. 2, SINCE THE PROJECT IS NOT CONSIDERED A MAJOR DEVELOPMENT, THE PROJECT IS NOT SUBJECT TO ANY GROUNDWATER RECHARGE OR STORMWATER QUALITY REQUIREMENTS AS PER NJAC 7:8. 3. THE PROJECT DECREASES IMPERVIOUS COVERAGE BY 8 SF NATURALLY DECREASING STORMWATER RUNOFF LEAVING THE SITE. AS SUCH, NO PROPOSED STORMWATER DETENTION IS REQUIRED. LEGEND e BUILDING DOOR e STORMWATER MANHOLE ADDITIONAL ASPHALT a STORMWATER PIPING LIMIT OF DISTURBANCE a a SILT FENCE y i : STABILIZED CONSTRUCTION ACCESS PAD WSN INLET PROTECTION eS Sad 2 ——————— — EXISTING CONTOUR 24 PROPOSED CONTOUR s S Ss PROPOSED SANITARY SEWER PIPE ° PROPOSED GAS LINE w w PROPOSED WATER LINE TOTAL LIMIT OF DISTURBANCE: 17,334 SF / 0.40 ACRES THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING SINCE IT IS LOCATED IN THE METROPOLITAN PLANNING AREA (PA-1) ZONE. Se ——_—- = SSN AN SION STAND S) \ \ FELD ASE EXISTING SANITARY SEWER MANHOLE RIM: 618.50 EX. INVERT: 614.50 \ * _PROPOSED STABILIZED. CONSTRUCTION ACCESS PAD (50° LONG WIDTH VARIES BASED ON WIDTH OF PAVED PATH) i \ 618.90 (€x.) é DOGHOUSE MANHOLE .~ ‘TCH EXISTING GRADE ~~. PR. INVERT IN: 615.14 iL EX, INVERT: 615.14 (VERIFY IN FIELD) \\ \ EXISTING ELECTRICAL LINE TO BE REROUTED TO PROPOSED ADDITION TO PROVIDE PROTECTION, TYP. > _“ GR: 618.00 PROPOSED \| 55 LF 18" HDPE @ 0.4% ~ RIM A PROPOSED COVERED CANOPY ABOVE WITH COLUMNS (SEE ARCH. DRAWINGS FOR ADDITIONAL DETAIL) \, 619.07 (HP) I haere PROPOSED LIMIT OF DISTURBANCE: 17,334 SF / 0.40 AC / 618.46 (EX.) I / 618.21 (EX.) PROPOSED GAS LATERAL TO TIE INTO EXISTING GAS LATERAL, ~~. MATCH SIZE AND MATERIAL OF EXISTING GAS LATERAL / f PROPOSED HEALTH AND FITNESS CENTER (3,500 + SF ADDITION) (7,684 TOTAL FOOTPRINT) FFE: 618.90 BU EXIS MDIN a ~ “EXISTING ASPHALT PAVEMENT DRIVE yp: 7. ~~\\ two (2) proposep ing PARKING STALLS CG \ i i IC) ; / it ~_PROPOSED PAVEMENT AREA (WIDEN EXISTING PAVEMENT FOR 9" X 18" _ PARKING STALL) / i PROPOSED PARKING AREA INSET SCALE 1" = 20' EX. INVERT IN: 613,90 PR. INVERT OUT: MATCH EXISTING INVERT OUT

it ~_PROPOSED PAVEMENT AREA (WIDEN EXISTING PAVEMENT FOR 9" X 18" _ PARKING STALL) / i PROPOSED PARKING AREA INSET SCALE 1" = 20' EX. INVERT IN: 613,90 PR. INVERT OUT: MATCH EXISTING INVERT OUT OF 613.85 m _EXISTING TYPE E' INLET _ PRO! AREA (WIDEN EXISTING PAVEMENT FOR PEDESTRIAN ACCESS) 2 \ \ c PR. TYPE ‘A’ INLET “GR: 618.50 = a 7 126 LF 6" SDR-35 PVC @ 0.5% “INVERT OUT@ ORAGE ft PROPOSED PAVEMENT, TYP. _/ F Se. a y }/ 7 / 617.77 (EX.) f fe a CA BLDG: 615.77 fe — = / LL, é 4 617.48 (EX) <_< / ————— —_ -% __proposen a x CLEANOUT, TYP. \~ PROPOSED 9-FT-WIDE —/ ’ > SIDEWALK es RECONSTRUCT EXISTING _— . EXISTING STORAGE BUILDING TO ROOFLEADER CONNECTION IN-KIND. / aa S / see Te TEN anucan RECONNECT TO EXISTING MANHOLE -—TOP WALL 8.12 U7 WINGWALL ~~ ~~ — ————~ 6 J Q-— ——— aa \ POSED PAVEMENT _ PR. INVERT IN: 613.68 PR. INVERT OUT: 613.68 c | | oO PROPOSED REROUTED WATER OF EXISTING WATER MAIN). - ‘ > | /\ | VI fo -PROPOSED DOOR, TYP. PROPOSED COVERED CANOPY \ : | 82 LE 18" HDPE @ 0.5% — \— EXISTING BASEBALL ELD LINE (MATCH SIZE AND MATERIAL “~~-~_ ~ ADDITIONAL DETAIL) | \ i | | ‘ PROPOSED 6-FT-WIDE SIDEWALK eal | \ EXISTING ASPHALT. 617.56 (EX.) ——— : \\_EXISTING MANHOLE RIM: 618,00 PR. INVERT IN: 613.27 EX. INVERT OUT: 613.27 | aw | REPLACED, TYP. >< WITHIN LIMITS OF i DISTURBANCE TO BE ‘ ROCKAWAY, N.J, 07866 SCHEDULE OF REVISIONS DRAWN] CHK. REV. DATE DESCRIPTION OF CHANGES BY BY REVISED PER CME COMMENT LETTER 1, 01/31/2023 DATED 1/20/23 ens | cis 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 -—— PHONE: (973) 299-5200 £2PM FAX: (973) 299-5059 ca www.E2PM.com ‘THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY, ALL (CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ‘ACT OF 1970 ANO ALL RULES AND REGULATIONS THERETO APPURTENANT, THIS DRAWING AND THE DESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TO E2 PROJECT MANAGEMENT. ULC AND SHALL NOT 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.

DUCED, 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 IT CERTIFY THAT THESE PLANS HAVE BEEN ca PREPARED UNDER MY SUPERVISION ch CHARLES J. STEWART, P.E}, P.L.S. NJ REGISTERED PROFESSIONAL El EER 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 SITE, GRADING, UTILITY, AND EROSION CONTROL PLAN * CHECKED BY: cs DRAWN BY: ENS i SCALE: 1" = 20' SHEET NO: PROJECT #: P-22-34-01 FIRST ISSUE: 10/13/2022 DRAWING NO. i —~ OY ae 7 SP-103.10 ae 0.C.S.#01 / A : : TOP WEIR= 598.89 = iy / IAW, 6Q5 90 £27" ApIE \ A oo

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