MONTCLAIR STABLES REV 2 SUBMISSION PLANS

fs FR. FRAME DWELLING Zz a 3 FRAME DWELLING FR. CARAGE a ' GARAGE BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 angen ies > = < * Brows m8 BLOCK 151 LOT 234 LOT 231 LOT 228 BLOCK 151.05 g < ° | B LOT 17.01 B INLET LOT 13 ‘ | GR. 491.07 ” INV. 15” IN. 488.5 . a INV. OUT 488.40 : = v v INLET fa / B INLET | | } ° / GR. 497.89 an A id GR, 502.82 ° ~ DEP. CURB DEP, CURB _|pc_a9201 he Pig CURA nc sepa) DEP. CURB [sc 49596 BELGIAN BLOCK CURB INV. 493.06 a i oa INV. 500.4 DEP, CURB Be 46750 Be aoa BELGIAN BLOCK Bo 185.46 Fo 46559 - rw 15" ROP => 2 a d “1 BETBIAN BLO Be 505.68 PROPOSED DOG HOUSE MANHOLE: URE 4 y 4 Zy 4 J sty y 2, L = 4 § ( sora 2 ¢ RIM = 488,74 Wa ~ = y a 7 y oe y 8 ra ve v= v v Z «go lle NY. 497.9_+ 4 i é / = Ot as =< 5 aw Jim. ours 4asox Y cee oe gh OX L 4 WOODLAND AVENUE 2 ¢ ap ae “\e_ X 488.19 x BC 49065 ( 491.40x r & x 492.46 ( Cx A944 495:79% , 499,04 Ne ( \ ( SN STORM, MH VY _~— —_ BANE! 5 \ N \ \ Ne «S50 RIGHT OF WAY PER TAX MAR) _~ ~~ SAN. MH S \ \ \ , \ ~ \ INV. IN 487.45 INV. OUT 489.51 ~ ~ ~N N INV. 498.38 \ \ 6 (NV OUT 487.2 6 6 NG \ we N N 5 ~ B \ \ \ \3 ME oo 15” RCP XN _ ~ NEP. CUR BELGIAN, BLOCK \ \\r; 595.4 = = a. AOS eee sa O~ — eee \ = SiBE ~ BER pee. cuss ES * gg Oe EES > eS \ COR ay soo gee TC ¥B7.7F CUR " .e,. i cee nA > 7 ; == ; , 3 aad VER so 2,WALK (49196 495.97 aude yack Nie $50° 58 OQ°E .,.,, 475.90 PANES 1969 «gous Nast : es epal_eye rae Ti igs hs si i =e ened y97.21y ba {1 z S051 _—_ v- o 7 27 7 eo PROP 15” . INSTALL & MAINTAIN. aot 16” 47" #49674 ‘ nA _ “1 CAPPED PROPOSED 15° ROP OL. 5 Su FENCE a va / a / ~ ae S Lt <2 ) sara ; sar ate T SPR. B< iQ 5S ope ¢ / \ PROPOSED TYPE D INLET 3) aes LIMIT“OF DISTURBANCE \ % — fesesn_~ PAVER “7728 roast 8C.| PAVER / \ 4 \} Ne Zo “a 9.83 INV. 486.3 3 L < ee f. . Lo Se v \ PATIO caver £9984 119985 y PROVIDE INLET PROTECTION St | 22] oo So ene i | : “er jones \ eonte AE RL 0046 $95 cog 8 Pa y " ; we 8 mM at ae INSTALL] & MAINTAIN | POPS : PAVER 49683 “9686 4965 (_ O79 4979 Mow as7ag yooesy PATIO 99.04 S v7, LOT 172 | (BS ( xan TRACKING PAD . | > / 2 495 - ‘yes Tw 49904 ose soo7e\,__- 3000 ye \ NL x I F | aa cris \ S82 ; + ona iV. \497.5 | 3 = a : r | Nr 45914 [ a, BLOCK 152.02 2 9 fi Tw 499.09 x4 2 STORY | 94 2 22le | J W0oxy 49h | _ — yan H | on LOT 186 U / FRAME oe ~ a fotos YY _ — Ty 49324 49350 _ DWELLING io le | XS — xasees woo OU Ee T er {hy esechA NEW A/C JUNITS (TYP. | \ y 9 2 ale

9 x4 2 STORY | 94 2 22le | J W0oxy 49h | _ — yan H | on LOT 186 U / FRAME oe ~ a fotos YY _ — Ty 49324 49350 _ DWELLING io le | XS — xasees woo OU Ee T er {hy esechA NEW A/C JUNITS (TYP. | \ y 9 2 ale ~*~ Pr, — eS WS | 0 OOO ded = W 497.45 ON 4 X 4 CONC. PAD. PROPOSED 6” PVC be IW, 489.5 Yass ~ / woo 7 \ ame “TT | 1 \ 4 ASPHALT SOLID PIPE @ 5.0: SPE ec e652, 4948 | | saeg 7 “96 \ IV. 491.8 ““ 4 1 UL PARKING LOT BS 06.9 | é soos | ecg HADES 49273 | 49368 /asao0 46, &, \ brs LEADER\DRAIN CLEAN-OUTS (TYP.) \ v INSTALL d¢ MAINT lee Vo ee crore S| | : ! \ | Nos SILT FENCE epee oust 1% " i \« ee ROPOSED| 4"\ PVC SDR 35 | \ 9.11" UPPER LEVEL ONL \ \ se. PEREFORATED | 49468 vrs | \ © 0.0% emt | \ \ |_-—— um oF: pistuRBANCE 4 Silay ee ess ok \ \ PROPOSED \ \ eve | \ T/W @ 490.5, \ 8 BLOCK 152.02 \ | \ | ,—~ | FH LOTS 176, 179 &186 \ 7\ } “200% \ ” a 150,302 SQ.FT. 7 a ! \ \ % i PROPOSED 8” PVC LEADER iz 3.450 AC \ | ; DRAIN PIPE: 3 : ; \ | \ \ \ @2.82% z \ \ ! al | | NC ssisrx \ 8 PROPOSED 6” PVC ag 5059 | : cin. a2 4 --7-7 \ PROPOSED 8” PVC LEADER 5 LEADER DRAIN PIPE oo $0599 AAA ZO Z | 2 o.05% —— PZ NN SC fy - —- SO - _| \\ \\\ Le _— DRAIN PIPE é : -_ Cant --77 = — nh ' . EXIST 6” PVC x \ \ — _—_— — 4 _— — — \ \ \ LEADER DRAIN PIPE- ° . QQ ) Poe en PROPOSED 6” PVC SCH 40 SOLID | N50" 58° 00°W * 58" 00" SS ~—>\- 00" S50° 58' 00"E | 3, |e — “ss — The a. ~ | ___ 75.00" | \ ex: 2 al [ 40070 we96 py Vy 488.9 | | Wee Renee oF ms — —_ ee VO oe eae a ee a nn \ veh | ° \ \ INV. 488.2 i | \ \ TORY 49758 \ \ “A \ INV. 489.5 / \ \ LAL DING \ “ow = ae Q \ \ #le-2e ¥ BLOCK 152.02 \ . INV. 489.0 \ LOT 132 \ \ \ . \ \ / q \ \ \ , oo 1.45) A \ \ ) \ | \, \ \ LIMIT [OF DISTURBANCE \ \\" INDOOR RIDING RING \ \ 8 re \ | "| PROPOSED 8” PVC s\e | | . 1 \ \ LEADER DRAIN PIPE—<4 ASPHALT B [grr | PROPOSED 8” PVC LEADER, \ | @5.23% PARKING LOT ‘o.88}<° | DRAIN PIPE: { 1 \ & = 110.85" % | 2.66% \ \ ~ ee LEVELS . WER \\ YY wae |) | \ \ \ { | \ 0 USDA SOILS DATA \ANAAN 482 | | 1 \ Caen 4 i} \ GA ack KAN e | gy | PROPOSED 4” PVC SDR 35 \" . \ \ SOIL TYPE: BouB ARAN! |__— TEMPORARY TOPSOIL STOCKPILE PEREFORATED DRAIN PIPES PROPOSED 8” PVC LEADER \ — BOONTON-URBAN LAND-BOONTON SUBSTRATUM COMPLES, \\ \ @ 0.0% SLOPE: \ DRAIN PIPE: \ 0% TO 8% SLOPES i ; \ 02.82% | \ . DEPTH TO WATER TABLS > 80 INCHES 49064 | PROPOSED 6” PVC DEPTH TO BEDROCK: > 72 INCHES. | \ 9062 2 aoe dd | \ LEADER DRAIN PIPE 5 \

\ \ @ 0.0% SLOPE: \ DRAIN PIPE: \ 0% TO 8% SLOPES i ; \ 02.82% | \ . DEPTH TO WATER TABLS > 80 INCHES 49064 | PROPOSED 6” PVC DEPTH TO BEDROCK: > 72 INCHES. | \ 9062 2 aoe dd | \ LEADER DRAIN PIPE 5 \ \ ~— aly FOR SOIL EROSION & SEDIMENT CONTROL PURPOSES, Ss a cS i THE AREA OF TEMPORARY DISTURBANCE = 70,692 SQ. FT. * \ g Bye, h —_ — oll > " {~~ 490 - a REFER TO SHEET SE—8 FOR SEQUENCE OF CONSTRUCTION. % \ ¥ | 3 \ s00ee “Ny Silas ea S| — iy) \ \ a _ [ee so294 bir) \ a —_—— ‘ 2 \ INSTALL & MAINTAIN \ _ — y \ essen \ | \\ REVISEDJANUARY 31, 2026: DELETE DRIVEWAY EXTENSION THROUGH NICHOLAS AVENUE ~~ sur FENCE s9956 —_ — =X \ TRENCH 7 u '\ "| REVISED AUGUST 25, 2025: PER REVISIONS TO GRADING PLAN a —_— / \ DRAIN: : . w\e \ : ye. vee = b —_—— i Ate T on es a ee SOIL EROSION & SEDIMENT CONTROL PLAN 2a W 4 N =z C INSTALL de MAINTAIN — hus aa BOTT HY 9088S ze WW \ : L SILT FENCE iy es _ ~ Sheet SE-7 2% Wl \ a5) lq bs “@ _|L - Se N50° 58'0 535.00' ok on See EXISTING DRYWELLS PROPOSED SITE IMPROVEMENTS ~ [ES SS - i ee 7 MONTCLAIR STABLES re feeor, BC. Te aS ED ~ PINES —— ~~ — — ___ 10a J GR 457 81 | \ AVEL TAX LOTS 176, 179 & 186 BLOCK 152.02 i] ae —_— 486, . : S | ee: oe ~ —__ 49696 J GRAVEL \ . ve INSTALL & MAINTAIN TAX MAP SHEET 77 ORM MH | F871 \ DRIVE a : DR SILT FENCE- FI Nase Masa | seaven | | 0 Ne \ THE TOWNSHIP OF WEST ORANGE \ | DRIVE _____ . = ~ \ saasr 4906 ESSEX COUNTY, NEW JERSEY \, | \ \ NICHOLAS AVENU y 4 15" ReP === = —— bd 40428 INSTALL & MAINTAIN \ \ <S0’ RIGHT OF WAY PER TAX RIPRAP CHANNEL E , G , , C Desi LEC 8 50° LONG TRACKING PAD \ vF atay F) e Tope Mm LocaTON 5 = 499 — MGINCEUNY CMG"; Bena | \ \ Y . mee roumene Recon _ — a / | Certificate of Authorization Nox 24.GA28204400 INV. Pata pa 1 a _ = ! ° se “Tl - Ln. i mer t Ferry 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 Ri an.31 BATTLE WALL TOP 478.39 BLOCK 152.26 INV. 486.9 INV. 490.06 J 973-219-7546 = RMCNJPE@YAHOO.COM INV. OUT 476.97 LOT5 (0 x BLOCK 152.26 | BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 JANUARY 31, 2026 Clot ‘ BLOCK 152.26 BLOCK 152.26 _— LOT 4 LOT3 oes ore LOT8 LOT7 LOT6 map? LoT2 ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM {| SCALE: 1°=20 JANUARY 6, 2025 PROFESSIONAL ENGINEER N.J. LICENSE GE31540

SOIL _DE-COMPACTION AND TESTING REQUIREMENTS 1. PRIOR TO APPLICATION OF TOPSOIL (SEE PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL REQUIREMENTS) SUBGRADE SOILS SHALL BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0 INCHES TO ENHANCE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. 2. AREAS OF THE SITE THAT ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY DENOTED ON THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN. 3. COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. A COPY OF THE PLAN OR PORTION OF THE PLAN SHALL BE USED TO MARK LOCATIONS OF TESTS, AND ATTACHED TO THE COMPACTION REMEDIATION FORM, AVAILABLE FROM THE LOCAL SOIL CONSERVATION DISTRICT. A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT. 4. IN THE EVENT THAT TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLD INDICATED FOR THE SIMPLIFIED TESTING METHODS (SEE DETAILS ON THIS SHEET), THE CONTRACTOR / OWNER SHALL HAVE THE OPTION TO. PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE PLAN (EXCLUDING EXEMPT AREAS), OR 92) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE COMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTED AREAS WOULD REQUIRE COMPACTION MITIGATION. ADDITIONAL DETAILED TESTING SHALL BE PERFORMED BY A TRAINED, LICENSED PROFESSIONAL. A. PROBING WIRE TEST (SEE DETAIL) B. HAND-HELD PENETROMETER TEST (SEE DETAIL) C. TUBE BULK DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED) 4. NUCLEAR DENSITY (LICENSED PROFESSIONAL ENGINEER REQUIRED) NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE A DRY WEIGHT,SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED SUBJECT TO DISTRICT APPROVAL. SOIL_ COMPACTION TESTING IS_NOT REQUIRED IF/WHEN SOIL COMPACTION REMEDIATION (SCARIFICATION / TILLAGE (6” MIN. DEPTH OR SIMILAR) IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION. PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSO! AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC. iN THE ALTERNATIVE, METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER MAY BE SUBSTITUTED SUBJECT TO DISTRICT APPROVAL. PROBING WIRE TEST — 15.5 GA. STEEL WIRE (SURVEY FLAG) NOTE: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST

JERSEY LICENSED PROFESSIONAL ENGINEER MAY BE SUBSTITUTED SUBJECT TO DISTRICT APPROVAL. PROBING WIRE TEST — 15.5 GA. STEEL WIRE (SURVEY FLAG) NOTE: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS | EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY DOWNWARD USED TO ADVANCE THE WIRE. HOLD WIRE HERE WIRE MUST PENETRATE A MINIMUM 18” — 21” OF 6” WITHOUT DEFORMATION. WIRE MAY BE RE-INSERTED IF/WHEN AN 6.0” MIN. VISIBLE MARK ON OBSTRUCTION (ROCK, ROOT, DEBRIS) SHAFT AT DEPTH IS ENCOUNTERED. HAND-HELD PENETROMETER TEST GAGE READING 300 PSI OR LESS AT 6” NOTE: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY DOWNWARD USED TO ADVANCE THEPROBE. PROBE MUST PENETRATE AT LEAST 6” WITH LESS THAN 300 PSI READING ON GAGE. 6.0” MIN. VISIBLE MARK ON SHAFT AT DEPTH oe CORRECT SIZE TIP IF_/ WHEN AN OBSTRUCTION (ROCK, ROOT, PENETROMETER MAY BE RE-INSERTED | DEBRIS) IS ENCOUNTERED. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO RECEIVING BOTTOM OF BERM 3” BELOW GRATE ELEVATION * IF EXISTING PAVEMENT, BERM SHALL SET ON PAVEMENT. FILTER BERM (3/4" STONE WRAPPED IN FILTER FABRIC) OR IN FILTER SOCK) TOP OF BERM SHALL BE 3” ABOVE GRATE ELEVATION AND BERMS TO BE MAINTAINED DAILY. FILTER FABRIC (UNDER GRATE ONLY) DUST CONTROL NOTES THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: TEMPORARY GRADE Mulches See Standard for Stabilization with Mulches Only ° « Vegetative Cover — See Stondard for Temporary Vegetative Cover , Permanent Vegetative Cover for Soil Stabilization , and Permanent Stabilization with Sod GORE Spray—On Adhesives — On mineral soils (not effective on muck soils). Keep traffic off these areas. Fe ON ADWUST TO GRADE WIT ( Keep PESTS TILS OIE ELL TELE EEL ELECTS 65) pessesecesssnese SBS oe oaaaaaacacs eeagetss COURSES OF BRICK DUST CONTROL MATERIALS poceste Kees se MATERIAL WATER TYPE OF ALLON/ACRE RoSogpo| og 25P 0% 7 DILUTION G eegect 3g8cbo0 6” STANDARD BLOCKS NOZZLE sesame epee es = =———),— OR PRECAST CONCRETE Anionic asphalt emulsion 7A Coarse Spray 1200 082040: 9294020} —| : - Se feeecdses [OSS Latex emulsion 12.5:1 Fine Spray 235 820) eeo8decn - 228088! SS Resin in water 41 Fine Spray 300 0920; eS hs — — , egoce 388ob50 Polyacrylamide (PAM) Apply according to manufacturer's instructions. May 32009}

ulsion 12.5:1 Fine Spray 235 820) eeo8decn - 228088! SS Resin in water 41 Fine Spray 300 0920; eS hs — — , egoce 388ob50 Polyacrylamide (PAM) Apply according to manufacturer's instructions. May 32009} lesogebeo! (spray—on glso be used as an additive to sediment basins to ea) JoSo90b°o] 5 locculate and precipitate suspended colloids. eeeee| g eso8sb oo Polyacrylamide (PAM) — [See Sediment Basin Standards, p. 26— 8020! 802951 . (dry spread) eeecdd = Boe 34999 BENCHING SLOPE: : 38e0ga| ERS a 1/4” PER FOOT Seen ete, Sey Bean None Coarse Spray 1200 398035) Seo opoede, FILTER FABRIC e823 3 geese SOON eeegebe 0259) RS Poesepeo| Allage: To roughen surface and bring clods to the surface. This is a temporary emergency measure oee8d EERE 200 8s0; which should be used before soil blowing starts. Begin plowing on windward side of site. 262899] 808d 25: | Chisel-type plows placed about 12 inches apart, and spring toothed harrows are examples of Rass 6 equipment which may produce the desired effect. is08020: ai eo . - Ressescse Sears SES SHS EG BED GMSDRONSES Sprinkling: Site is sprinkled until the surface is wet. Roa oecocascasasoecoaseosaxoesaseseosS M La Barriers: Solid board fences, snow fences, burlap fences, crate walls, bales of hay, and similar materials Seo aeoeote sea sasoasegesessocossasoseoooces 95% COMPACTED FILL OR | can be used to control air currents and soil blowing. BANKRUN GRAVEL OR 3/4 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 of plant damage. If used on steeper slopes, then use other practices to prevent washing into streams, or accumulation FILTER BERM around plants. (3/4" STONE WRAPPED IN FILTER FABRIC) OR IN FILTER SOCK) TOP OF BERM SHALL BE 3” ABOVE GRATE. ELEVATION AND BERMS TO BE MAINTAINED DAILY. INLET PROTECTION DETAIL DETAIL IS SIMILAR FOR BOTH TYPE A AND TYPE E INLETS FOR SOIL TYPE. SELF-SUPPORTING SYNTHETIC FILTER FABRIC FENCE CENVIRO FENCE BY CELANESE OR EQUIVALENT) IF SYNTHETIC FABRIC IS NOT SELF-SUPPORTING, ATTACH CHICKEN WIRE TO POLES PRIOR TO ATTACHING FABRIC. 19" | [80 FABRIC | gr oak POST 3’-0" WIDE) <SPACING 8’-0" C. TO =| 22 @ rd @ >| 8 GRADE JA EXISTING GROUND LEVEL b wu . EXISTING ° DIG 6” WIDE & DEEP GROUND LEVEL TRENCH. BURY BOTTOM 1’-0" OF FABRIC, TAMP IN PLACE. NTS. PUBLIC LENGTH

-0" WIDE) <SPACING 8’-0" C. TO =| 22 @ rd @ >| 8 GRADE JA EXISTING GROUND LEVEL b wu . EXISTING ° DIG 6” WIDE & DEEP GROUND LEVEL TRENCH. BURY BOTTOM 1’-0" OF FABRIC, TAMP IN PLACE. NTS. PUBLIC LENGTH ACCORDING TO TABLE 29-1 | R.O.W. i MIN. THICKNESS =7 USE ASTM C-—33, SIZE No. 2 2.1/2" to 1 1/2” or No. 3 2” to 1". USE CLEAN CRUSHED ANGULAR STONE. CRUSHED CONCRETE PROVIDE APPROPRIATE_TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W. PROFILE (N.T.S.) UPGRADING AND MAINTENANCE. LENGTH ACCORDING TO TABLE 29-1 Stone: Cover surface with crushed stone or coarse gravel. SEQUENCE OF CONSTRUCTION INSTALL SILT FENCE 2. INSTALL STONE TRACKING PAD . REMOVE TREES . DIG OUT AND HAUL STUMPS AWAY 3. SITE DEMOLITION . STRIP & STOCKPILE TOPSOIL 7. PERFORM EARTH CUT AND FILL AT RIDING RING 3. GRADE PORTION OF DRIVEWAY EAST OF THE BARN WHICH IS TO REMAIN . INSTALL PROPOSED DRAINAGE STRUCTURES AND PIPES, PATCH ROAD 10. INSTALL SITE WALLS & CONCRETE DUMPSTER PAD 11. INSTALL STONE SURFACE COURSE AT DRIVEWAYS AND CARTWAYS ADJACENT TO BARN 12. DISTRIBUTE STORED TOPSOIL TO NEW PADDOCK AREAS. 13. INSTALL PERIMETER CURB AT RIDING RING 14. INSTALL LIGHT POLE FOUNDATIONS & CONDUITS © NADA WN 15. INSTALL STONE BASE, PERFORATED PIPES, & BULKHEAD BERM IN RIDING RING. 16. INSTALL SAND SURFACE IN RIDING RING 17. CONSTRUCT SITE CURBS, DRIVEWAY APRONS, SIDEWALKS & ADA RAMPS 18. FINE GRADE PARKING LOT & INSTALL DGA BASE 19. FINE GRADE SITE 20. INSTALL FENCES 21. INSTALL LIGHT POLES & FIXTURES 22, PLANT TREES & INSTALL MULCH 23. INSTALL FINAL STABILIZATION MEASURES 24, INSTALL PAVEMENT TOP COURSE, TRAFFIC SIGNS, AND PAVEMENT STRIPING 25. FINAL CLEAN-UP 26. REMOVE SILT FENCES ONCE FINAL STABILIZATION IS SUBSTANTIALLY ESTABLISHED. INSTALL INLET PROTECTION IMMEDIATELY AFTER CONSTRUCTION OF ALL INLETS. ITEMS OF WORK AT DIFFERENT AREAS OF THE SITE CAN OCCUR SIMULTANEOUSLY. SEQUENCE OF CONSTRUCTION IS SUBJECT TO WEATHER DELAYS AND OTHER UNFORSEEN CONDITIONS. Table 29-1: Lengths of Construction Exits on Sloping Roadbeds 1 DAY 1 DAY 4 DAYS J DAYS 6 DAYS 2 DAYS 12 DAYS 2 DAYS 7 DAYS 7 DAYS 1 DAY 3 DAYS 6 DAYS 4 DAYS 6 DAYS 2 DAYS 8 DAYS 2 DAYS 3 DAYS 15 DAYS 2 DAYS 10 DAYS 3 DAYS 2 DAYS 2 DAYS 1 DAY )\ eusuic EXISTING GROUND _/ lm RIGHT OF PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUIRED Coarse Grained Soil Fine Grained Soil WAY

S 3 DAYS 15 DAYS 2 DAYS 10 DAYS 3 DAYS 2 DAYS 2 DAYS 1 DAY )\ eusuic EXISTING GROUND _/ lm RIGHT OF PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUIRED Coarse Grained Soil Fine Grained Soil WAY \ STABILIZED CONSTRUCTION ENTRANCE IF NEEDED MAINTAIN EXISTING PAVED DRIVEWAYS AS LONG AS POSSIBLE. PLAN VIEW (N.T.S.) 0% to 2% 50 Ft. 100 Ft. 2% to 5% 100 Ft. 200 Ft. > 5% Entire surface stabilized with FABC Base Coarse ' 1. As prescribed by local ordinance or other governing authority. APPROXIMATE TIME PER ITEM SOIL EROSION AND SEDIMENT CONTROL NOTES 1, ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "NEW. JERSEY STANDARDS FOR SOIL_EROSION AND SEDIMENT CONTROL”. 71H EDITION LAST REVISED JULY, 2017 EFFECTIVE DECEMBER, 2017. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 2. SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE REQUIRED TO BE TEMPORARILY MULCHED AND SEEDED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A-3. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED. 3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE BEST RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING — 3/1 TO 5/15 AND FALL — 8/15 TO 10/1 4. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED. 5. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. 6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. 8. THE HUDSON-ESSEX—PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN

ICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. 8. THE HUDSON-ESSEX—PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX — (862) 333-4507 OR EMAIL — INFORMATIONGHEPSCD.ORG, 9. PLICANT MUST MPLIANCE PI FOR THI PAI RESPECTIVE NJ=I R LLIN CONTACT THE DISTRICT AT 862—333—4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF 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. STRICT =| F 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 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 1/2 — 1” CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND A MINIMUM DEPTH OF 6 INCHES. 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 MUST BE APPROVED BY THE SOIL CONSERVATION DISTRICT. A COPY OF THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BE KEPT AT THE SITE AT ALL TIMES DURING CONSTRUCTION. A CERTIFICATE OF COMPLIANCE FROM THE SOIL CONSERVATION DISTRICT IS REQUITED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. TOPSOIL STOCKPILE PROTECTION 1. CONSTRUCT SEDIMENT CONTROL FENCE AND/OR HAY BALE BARRIER AROUND STOCKPILE AREA AS REQUIRED. APPLY LIMESTONE AT A RATE OF 90 LBS/1,000 S.F. APPLY

FICATE OF OCCUPANCY. TOPSOIL STOCKPILE PROTECTION 1. CONSTRUCT SEDIMENT CONTROL FENCE AND/OR HAY BALE BARRIER AROUND STOCKPILE AREA AS REQUIRED. APPLY LIMESTONE AT A RATE OF 90 LBS/1,000 S.F. APPLY FERTILIZER (10-20-10) AT A RATE OF 11 LBS/1,000 S.F. APPLY PERENNIAL RYEGRASS AT A RATE OF 1 LB/1,000 S.F. sf uw N MULCH WITH UNROTTED SALT HAY OR SMALL GRAIN STRAW IMMEDIATELY AFTER SEEDING. APPLY AT A RATE OF 90 LBS/1,000 S.F. TEMPORARY STABILIZATION SPECIFICATIONS . APPLY GROUND LIMESTONE AT A RATE OF 90 LBS/1,000 S.F. 2. APPLY FERTILIZER (10-20-10) AT A RATE OF 14 LBS/1,000 S.F. AND WOTK INTO SOIL 4” DEEP. APPLY SEED MIXTURE: Sl PERENNIAL RYEGRASS AT 40 LBS/ACRE AND ANNUAL RYEGRASS AT 40 LBS/ACRE OR APPROVED EQUAL. 4. MULCH WITH UNROTTED SALT HAY OR SMALL GRAIN STRAW IMMEDIATELY AFTER SEEDING APPLY AT A RATE OF 90 LBS/1,000 S.F. AND SECURE BY APPROVED METHODS (i.e. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER). 5. PLANT SEED BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1, IF POSSIBLE. PERMANENT STABILIZATION SPECIFICATIONS 1, APPLY TOPSOIL TO A DEPTH OF 4”. x . APPLY GROUND LIMESTONE AT A RATE OF 90 LBS/1,000 S.F. . APPLY FERTILIZER (10-20-10) AT A RATE OF 14 LBS/1,000 S.F. APPLY SEED MIXTURE: Pow PERENNIAL RYEGRASS AT 10 LBS/ACRE, KENTUCKY BLUEGRASS AT 25 LBS/ACRE, RED FESCUE AT 15 LBS/ACRE, AND SPREADING FESCUE AT 15 LBS/ACRE OR APPROVED EQUAL. wo . MULCH WITH UNROTTED SALT HAY OR SMALL GRAIN STRAW IMMEDIATELY AFTER SEEDING. APPLY AT A RATE OF 90 LBS/1,000 S.F. ACCORDING TO THE N.J. STANDARDS. > ANCHOR MULCH WITH EMULSIFIED ASPHALT (SS-1) APPLIED AT A RATE OF 1GAL./1,000 S.F. OTHER APPROVED METHODS (i.e. PEG AND TWINE, OR MULCH NETTING) MAY BE USED. IF POSSIBLE, PLANT BETWEEN MARCH 1 AND MAY 15, OR BETWEEN AUGUST 15 AND OCTOBER 1. REVISED JANUARY 31, 2026: ADD SEQUENCE OF CONSTRUCTION, RE-NUMBER THIS SHEET SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS Sheet SE-8 PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES TAX LOTS 176, 179 & 186 BLOCK 152.02 TAX MAP SHEET 77 THE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY Certificate Of Authoriyalion Nox 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 RMCNJPE@YAHOO.COM Clu 10 Conmifon ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER N.J. LICENSE GE31540 JANUARY 31, 2026 ORIGINAL DWG, DATE DECEMBER 23, 2024