Site Plan Revisions 82525

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. SOIL EROSION AND SEDIMENT CONTROL NOTES FILTER FABRIC DUST CONTROL NOTES 1, ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE BOTTOM OF BERM 3° (UNDER GRATE ONLY) TCT Oe Tete SE Ta Na EE GR Teeny MUR ON AST UBER, Se ie fF ERISTING RAVER TON THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. " * . M SHALL SET ON PAVEMENT, TEMPORARY GRADE Mulches See Standard for Stabilization with Mulches Only 2. SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE @ ad Vegetative Cover ~ See Standard for Temporary Vegetative Cover , Permanent Vegetative REQUIRED TO BE TEMPORARILY MULCHED AND SEEDED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A—3. Cover for Soil Stabilization , and Permanent Stabilization with Sod THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED. TE 3 . A 1! , 3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE BEST RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER ERSTE Spray—On Adhesives — . . WITHIN MOST LC 1. PRIOR TO APPLICATION OF TOPSOIL eseesecesescsssnesssesesasem |._________ apJUST TO GRADE WITH : On mineral soils (not effective on muck soils). Keep traffic off these creas. WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING — 3/1 TO 5/15 AND FALL - 8/15 TO 10/1 (SEE PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL REQUIREMENTS) 5 9 289. 208, 088. o Sicdet ee MAXIMUM OF TWO DUST CONTROL MATERIALS SUBGRADE SOILS SHALL BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0 INCHES TO ENHANCE Pee eb co uscauncaaaaeeeecaaaeeere aaa COURSES OF BRICK S——rrereeeE=mmmna dc ¢éeéee 4, SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED. E COVER. 220: THE ESTABLISHMENT OF PERMANENT VEGETATIV Becees Sa 38 {1 MATERIAL onan TYPE OF GALLON/ACRE 5. ALL STORM DRANACE METS, SHALL BE PROTECTED BY ONE (OF, THE PRACTICES ACCEPTED IN he STANDARDS, AND 05°59! 090% + (ALL REMAIN N’ [ABILIZATION [ABLISHED. STORM ANAC OUTLET POINTS 2. AREAS OF THE SITE THAT ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE

PRACTICES ACCEPTED IN he STANDARDS, AND 05°59! 090% + (ALL REMAIN N’ [ABILIZATION [ABLISHED. STORM ANAC OUTLET POINTS 2. AREAS OF THE SITE THAT ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY DENOTED pees 2 XR fesse 88 |-__._ §” STANDARD BLOCKS ae <700 SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. ON THE CERTIFIED SOIL EROSION Al . ooSogt 09 28P 08 —— halt | 7A arse Spray Soak 3 |pgesseest FSS——=——=— SY OR PRECAST CONCRETE ——ovoen 6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 3. COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. A COPY OF THE PLAN OR PORTION OF THE PLAN Beoseds Se] Ipssedece EEE Latex emulsion 12.5:1 235 SQUARE FEET AND ANCHORED WITH A MUCCH ANCHORING TOOL, LIQUID MULCH BINDERS OR NETTING TIE DOWN. OTHER . 252 ofo} 10804059 ‘ae ERY IF APPROVED ERVATION DISTI . SHALL BE USED TO MARK LOCATIONS OF TESTS, AND ATTACHED TO THE COMPACTION REMEDIATION FORM, AVAILABLE soso % eseegeed Resin in water 4a 300 FROM THE LOCAL SOIL CONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO 8080) , 3202680. = 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT. e388 % Besa 28 i Polyacmfomas (PAM) Apply according to manufacturer's instructions. May ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. 08.0; 952 0P 09 ~ lalso be used as an additive to sedim Bag SS] forozepess ji flocculate and precipitate suspended colloids. . THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO 4. IN THE EVENT THAT TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLD INDICATED FOR THE ego of eg? gcboo Polyacrylamide (PAM) . co i 33 5 1 Be = = — INFORMATION@HEPSCD.ORG, SIMPLIFIED TESTING METHODS (SEE DETAILS ON THIS SHEET), THE CONTRACTOR / OWNER SHALL HAVE THE OPTION TO 3888 SH [eesasbee| (dry. spread) See Sediment Basin Standards, p. 26-1 ANY SOIL DISTURBING ACTIVITIES. FAX — (862) 333-4507 OR EMAIL — I PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE PLAN (EXCLUDING 3888. , Sy Besesbes: BENCHING SLOPE: Acidulated Soy Bean 6. THE APPLICAN OSTAIN A piste te oF EXEMPT AREAS), OR 92) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF

PLAN (EXCLUDING 3888. , Sy Besesbes: BENCHING SLOPE: Acidulated Soy Bean 6. THE APPLICAN OSTAIN A piste te oF EXEMPT AREAS), OR 92) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE 3se543 So] Reseses 1/4” PER FOOT San eek SOY None Coarse Spray 1200 ; THe AN r E foe So ee ee ee ee eee ie ee Soe CONRICTION MITIGATION. Be Bees — TER Faamic A NSE TN aSteeS 5 Seer eousiee Deeb SETS CUE ADVANCE, NOTE CN A - 1OS 02} < lo2o! So} Al IN 7 MANCE_ DEF D WITH THE WHEN WINTER 3082] < Besest 38] Tillage: To roughen surface and bring clods to the surface. This is a temporary emergency measure WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED. 2528: LJ peesseo! which should be used before soil blowing starts. Begin plowing on windward side of site. so 0280; 5 Chisel-type plows placed about 12 inches apart, and spring toothed harrows are examples of 10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS oss jeeeoges -6"-] equipment which may produce the desired effect. THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE A. PROBING WIRE TEST (SEE DETAIL) BSS Sess Sprinkling: Site i sled the surface is wet EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING - 3 025 08% inkling: . B. HAND-HELD PENETROMETER TEST (SEE DETAIL) ¥ PESOS RSLS OI 3 . Sprinkling: Site is sprinkled unt e surface is wet REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS. C. TUBE BULK DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED) SISSIES SSIS IASI SASSER M a Barriers; Solid board fences, snow fences, burlap fences, crate walls, bales of hay, and similar mate 11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING 4. NUCLEAR DENSITY (LICENSED PROFESSIONAL ENGINEER REQUIRED) £0282528025259002505095 059809829 2c 0 Iogear 2508. can be used to control air currents and soil blowing. OR PLANTING. A DEPTH OF 5 INCHES, FIRMED IN PLACE IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND SOS 95% COMPACTED me San 3 GRADING, EFFECTIVE DECEMBER, 2017. NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE BANKR' ium

FOR TOPSOILING AND LAND SOS 95% COMPACTED me San 3 GRADING, EFFECTIVE DECEMBER, 2017. NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE BANKR' ium Chloride: Shall be in the form of loose, dry granules or flakes fine enough to feed through commonly ‘A DRY WEIGHT,SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED SUBJECT TO DISTRICT APPROVAL. STONE sed spreaders co rate tat wit Keep surface moist but Tot Zause pollution oF plont Gorage. 12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL. ” If used on steeper slopes, then use other practices to prevent washing into streams, or accumulation 13. A CRUSHED STONE WHEEL CLEANING TRACKING PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 1/2 — 1” CRUSHED H Tl iT IRED IF/WHEN SOIL COMPACTION REMEDIATION (SCARIFICATION / TILLAGE (6” MIN. FILTER BERM around plants. ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND A MINIMUM DEPTH OF 6 INCHES. ALL DRIVEWAYS DEPTH OR SIMILAR) IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION. (3/4" STONE WRAPPED IN FILTER FABRIC) Stone: Cover surface with crushed stone or coarse gravel. MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. OR IN FILTER SOCK) 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. TOP OF BERM SHALL BE 3” ABOVE GRATE ELEVATION AND BERMS TO BE MAINTAINED DAILY. PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSC AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. RESTORATION OF COMPACTED SOILS SHALL BE BY THOROUGH DEEP SCARIFIACTION / TILLAGE cs MINIMUM OFT) INLET PROTECTION DETAIL 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. DETAIL IS SIMILAR FOR BOTH TYPE A AND TYPE E INLETS A COPY OF THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BE KEPT AT THE SITE PROBING WIRE TEST — 15.5 GA. STEEL WIRE (SURVEY FLAG) 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. NOTE: SOIL

. STEEL WIRE (SURVEY FLAG) 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. NOTE: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS ban te] EXCESSIVELY DRY OR SUBJECT TO FREEZING pettcrssee] TOPSOIL STOCKPILE PROTECTION TEMPERATURES. SLOW, STEADY DOWNWARD Bessess===4 USED TO ADVANCE THE WIRE. HOLD WIRE HERE 1. CONSTRUCT SEDIMENT CONTROL FENCE AND/OR HAY BALE BARRIER AROUND STOCKPILE AREA ASR . WIRE MUST PENETRATE A MINIMUM 18” — 21" OF 6” WITHOUT DEFORMATION. 2. APPLY LIMESTONE AT A RATE OF 90 LBS/1,000 S.F. 3. APPLY FERTILIZER (10-20-10) AT A RATE OF 11 LBS/1,000 S.F. 4. APPLY PERENNIAL RYEGRASS AT A RATE OF 1 LB/1,000 S.F. WIRE MAY BE RE-INSERTED IF/WHEN AN 6.0” MIN. VISIBLE MARK ON OBSTRUCTION (ROCK, ROOT, DEBRIS) SHAFT AT DEPTH 5. MULCH WITH UNROTTED SALT HAY OR SMALL GRAIN STRAW IMMEDIATELY AFTER SEEDING. APPLY AT A IS ENCOUNTERED. RATE OF 90 LBS/1,000 S.F. TEMPORARY STABILIZATION SPECIFICATIONS 1. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS/1,000 S.F. HAND-HELD PENETROMETER TEST 2. APPLY FERTILIZER (10-20-10) AT A RATE OF 14 LBS/1,000 S.F. AND WOTK INTO SOIL 4” DEEP. GAGE READING 300 PSI OR LESS AT 6” 3. APPLY SEED MIXTURE: NOTE: SOIL SHOULD BE MOIST BUT NOT PERENNIAL RYEGRASS AT 40 LBS/ACRE AND ANNUAL RYEGRASS AT 40 LBS/ACRE OR APPROVED EQUAL. EaGEsavalt FY on, SURE To REEZNC * mG TED S87 SE RU, SPL STN MNT A ME ng , F i.e. ANE, . TEMPERATURES. SLOW, STEADY DOWNWARD. PA inane BINDER). (oe H NET USED TO ADVANCE THEPROBE. PROBE MUST PENETRATE AT LEAST 6” WITH LESS THAN 300 PSI READING ON GAGE. 5. PLANT SEED BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1, IF POSSIBLE. PERMANENT STABILIZATION SPECIFICATIONS PENETROMETER MAY BE RE-INSERTED IF / WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED. RK ON 1, APPLY TOPSOIL TO A DEPTH OF 4”. 6.0” MIN. VISIBLE MAf SHAFT AT DEPTH ; 2. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS/1,000 SF. 3. APPLY FERTILIZER (10-20-10) AT A RATE OF 14 LBS/1,000 SF. SELF-SUPPORTING SYNTHETIC FILTER FABRIC FENCE : *USE CORRECT SIZE TIP ENVIRO FENCE BY CELANESE OR EQUIVALENT) 4. APPLY SEED MIXTURE: FOR SOIL TYPE. IF SYNTHETIC FABRIC IS NOT SELF-SUPPORTING, ATTACH PERENNIAL RYEGRASS AT 10 LBS/ACRE, KENTUCKY BLUEGRASS AT 25 LBS/ACRE, RED FESCUE AT CHICKEN WIRE TO POLES PRIOR TO

APPLY SEED MIXTURE: FOR SOIL TYPE. IF SYNTHETIC FABRIC IS NOT SELF-SUPPORTING, ATTACH PERENNIAL RYEGRASS AT 10 LBS/ACRE, KENTUCKY BLUEGRASS AT 25 LBS/ACRE, RED FESCUE AT CHICKEN WIRE TO POLES PRIOR TO ATTACHING FABRIC. 15 LBS/ACRE, AND SPREADING FESCUE AT 15 LBS/ACRE OR APPROVED EQUAL. 5. MULCH WITH UNROTTED SALT HAY OR SMALL GRAIN STRAW IMMEDIATELY AFTER SEEDING. APPLY AT A 80" | FABRIC RATE OF 90 LBS/1,000 S.F. ACCORDING TO THE N.J. STANDARDS. l 3-0" WIDE) OAK POST 6. ANCHOR MULCH WITH EMULSIFIED ASPHALT (SS—1) APPLIED AT A RATE OF 1GAL./1,000 S.F. OTHER (SPACING 8’-0" C, TO CD BETWEEN MARCH 1 AND MAY 15, OR BETWEEN AUGUST 15 AND OCTOBER 1. gone GROUND LEVEL i “ o 7 = z = GRADE hae 0 3’0" 2’0" 2’0" EXISTING DIG 6* WIDE & DEEP GROUND LEVEL TRENCH, BURY BOTTOM 1’-0° OF FABRIC, TAMP IN PLACE. SEDIMENT CONTROL FILTER FENCE N.S. SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS | fueue LENGTH ACCORDING TO TABLE 29-1 Sheet SE-10 Table 29-1: Lengths of Construction Exits on Sloping Roadbeds PROPOSED SITE IMPROVEMENTS { LENGTH ACCORDING TO TABLE 29-1 6" MIN. THICKNESS \_ pusuic LENGTH OF STONE REQUIRED MONTCLAIR STABLES O [ PERCENT SLOPE OF ROADWAY TAX LOTS 176, 179 & 186 BLOCK 152.02 RIGHT PROVIDE APPROPRIATE TRANSITION / oF Coarse Grained Soi Fine Grained Soi USE ASTM C-33, SIZE No. 2 BETWEEN STABILIZED CONSTRUCTION [EXISTING GROUND TAX MAP SHEET 77 WAY 2.1/2" to 1 1/2” or No. 3 ENTRANCE AND PUBLIC R.O.W. 0% to 2% 50 Ft 100 Ft. THE TOWNSHIP OF WEST ORANGE ANGULAR’ STONE: GPUSHED, CONGRETE ESSEX COUNTY, NEW JERSEY 2% to 5% 100 Ft. 200 Ft. . . UPGRADING AND MAINTENANCE. ° E, . / Gy ° a F) , EEC @ +2: . . Nox 2G ‘DO2 MN PLAN VIEW (N.T.S.) > 5% Entire surface stabilized with FABC Base Coarse ' Certificate Of Authorization No: 24GA28204400 a 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 1. As prescribed by local ordinance or other governing authority. 973-219-7546 RMCNJPE@YAHOO.COM STABILIZED CONSTRUCTION ENTRANCE . ; . IF NEEDED JANUARY 10, 2025 Chet MAINTAIN EXISTING PAVED DRIVEWAYS AS LONG AS POSSIBLE. ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM DECEMBER 23, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540