MONTCLAIR STABLES APPLICATION PLAN SET

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 ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE BOTTOM OF BERM 3” (UNDER GRATE ONLY) wind THE ca 45 a DS_-FOR, SOIL SIC 1D SEDIM: NT CON ”, 7TH EDITION ust ReviseD JULY, 7912, wp BELOW GRATE, ELEVATION THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: EF ml 7. THE: URES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR IN THEIR MENT, BERM PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 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 * « 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, SET SUS ISLET, 5 oe ' A 3. SEEDING DATES; THE FOLLOWING SEEDING DATES ARE BEST RECOMMENDED 70 BEST ESTABLISH PERMANENT VEGETATIVE COVER 1. PRIOR TO APPLICATION OF TOPSOIL Sesesssacsasegesesasasnesesecaseseee ADJUST TO GRADE WITH Is (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) oases eaonessessaoneasessaoneacassaoneaae MAXIMUM. OF TWO DUST CONTROL MATERIALS SUBGRADE SOILS SHALL BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0 INCHES TO ENHANCE EOL SCHEELE ERE IS COURSES OF BRICK eee _ ee 4. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED. ES THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. Seseehaed i WATER TYPE OF APPLY 5. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND 2. AREAS OF THE SITE THAT ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE PHI rT Seccepel eog0ReS: 6” STANDARD BLOCKS MATERIAL

PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND 2. AREAS OF THE SITE THAT ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE PHI rT Seccepel eog0ReS: 6” STANDARD BLOCKS MATERIAL DILUTION NOZZLE GALLON/ACRE PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS . GRAPHICALLY DENOTED foSoSof 202p 80: |+-__—_———- 6” NDAT HALL BE PROTECT! UIRED BEFORE THEY ME. FUNCTIONAL. ON THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN. eggocbd eo] [posseese — OR PRECAST CONCRETE Anionic asphalt emulsion TA Coarse Spray 1200 posed KS [pecssbest SS FS—_— OY 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 328% iB 1S] eooe: {029 EE Latex emulsion 12.5:1 Fine Spray 235 SQUARE FEET AND ANCHORED woe a MULCH ANCHORING TOOL, SQUID MULCH BINDERS OR NETTING TIE DOWN. OTHER ° 208 pagogeog ee IALS MAY BE US! THE SOIL Ct ION DISTRICT. SHALL BE USED TO MARK LOCATIONS OF TESTS, AND ATTACHED TO THE COMPACTION REMEDIATION FORM, AVAILABLE Bes So fBeasges: Resin In water a Fine Spray 300 FROM THE LOCAL SOIL CONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO RECEIVING o80 8a) , % 2880805: — - 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT. Becta] 26] poeesbes: Pose raay (PAM) Apply, according to manu jocturer’s instructions. May ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. egoge KH foessebes flocculate and precipitote suspended colloids. 8. 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 egocar Ro} lozegebeo| Polyacrylamide (PAM) floceylote and precipitate suspended colloids. . 30} o8sbo _ . = = - ION@HEPSCD.ORG. SIMPLIFIED TESTING METHODS (SEE DETAILS ON THIS SHEET), THE CONTRACTOR / OWNER SHALL HAVE THE OPTION TO po5e8 eecosbee (ary spread) See Sediment Basin Standards, p. 26: ANY SOIL DISTURBING ACTIVITIES. FAX — (862) 333-4507 OR EMAIL — INFORMATI PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE PLAN (EXCLUDING S53 FI

andards, p. 26: ANY SOIL DISTURBING ACTIVITIES. FAX — (862) 333-4507 OR EMAIL — INFORMATI PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE PLAN (EXCLUDING S53 FI , M4 808888: BENCHING SLOPE: EXEMPT AREAS), OR 92) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE 3808 fo} ee 3808. 5 1/4” PER FOOT gcidulated Soy Bean None Coarse Spray 1200 9. L s COMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTED AREAS WOULD REQUIRE COMPACTION MITIGATION. jogged! 3250402 FILTER FABRIC AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON. ADDITIONAL DETAILED TESTING SHALL BE PERFORMED BY A TRAINED, LICENSED PROFESSIONAL. ogoRo} Jogeccb eo] COMPLETION OF RESTABILIZATION MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN WINTER Boece $1 Bessspeo| : To roughen surface and bring clods to the surface. This is o temporary emergency measure WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED. ocak ERE COO ESE which should be used before soil blowing starts. Begin plowing on windward side of site. 382049] a a 3308838 m, 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 oogegs Fe" 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) ioagecs: inkling: sit led the surf t EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING - 8 - + Site i : B. HAND-HELD PENETROMETER TEST (SEE DETAIL) 390 88 e vas Ou UTa TENT PEPE IIS Sorinkling: Site is sprinkled un le surface is we' REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS. C. TUBE BULK DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED) Rosscosascasasessasaseasassasacosessac3ac06 M vs Borriers: Solid board fences, snow fences, burlap fences, crate walls, bales of hay, and similar materi 11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SFEDING, SODDING Coogee aseesseosasessosscessasosconssessasoes i " ; 4. NUCLEAR DENSITY (LICENSED

teri 11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SFEDING, SODDING Coogee aseesseosasessosscessasosconssessasoes i " ; 4. NUCLEAR DENSITY (LICENSED PROFESSIONAL ENGINEER REQUIRED) Rep sssesseesaseseasseessesssenssenseessseos 95% COMPACTED FILL 9% . con be used to control air currents and soil blowing. OR PLANTING. A DEPTH OF § INCHES, FIRMED IN PLACE IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE BANKRUN GRAVEL OR 3/4 : Shall be in the form of loose, di ranules or flakes fine enough to feed through commonly A DRY WEIGHT,SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED SUBJECT TO DISTRICT APPROVAL. STONE used spreaders ct a rate that wil keep surface moist but not Zouse pollution of plant damage. 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 SOIL. COMPACTION TESTING IS NOT REQUIRED IF/WHEN SOIL COMPACTION REMEDIATION (SCARIFICATION / TILLAGE (6” MIN. FILTER BERM around plants. ANGULAR STONE (asTu 2 OR 3) TOA MMM LENGTH OF 50 FEET AND A MINIMUM DEPTH OF 6 INCHES. ALL DRIVEWAYS ITH ih . 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 coorse gravel. WET 8: Prov WITH CRUSHED sio8 UNTIL PAVING IS Sure OR IN FILTER SOCK) 14, STEEP SL( 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 TOPSOIL AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. REST HA 1 THOROUGH DEEP Scan INLET PROTECTION DETAIL WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATIOI 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

RRIGATIOI 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 SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TOPSOIL STOCKPILE PROTECTION TEMPERATURES. SLOW, STEADY DOWNWARD USED TO ADVANCE THE WIRE. HOLD WIRE HERE 1. CONSTRUCT SEDIMENT CONTROL FENCE AND/OR HAY BALE BARRIER AROUND STOCKPILE AREA AS REQI . 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—H. 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. Relate pO No Sopueer ND SOE ENG 4. MULCH WITH (aRoTzED SAT HAY OR SMALL GRAIN STRAW IMMEDIATELY AFTER SEEDING APPLY AT A 1,000 S.F. UI APPROVED MI » PEG AND TWINE, MULCH NETTING, TEMPERATURES. SLOW, STEADY DOWNWARD OR LIQUID MULCH BINDER). ( USED TO ADVANCE THEPROBE. PROBE MUST PENETRATE AT LEAST 6” WITH LESS THAN 5. PLANT SEED BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1, IF POSSIBLE. 300 PSI READING ON GAGE. PERMANENT STABILIZATION SPECIFICATIONS PENETROMETER MAY BE RE-INSERTED IF_/ WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED. SIBLE MARK Of 1. APPLY TOPSOIL TO A DEPTH OF 4”. 6.0" MIN. VISIBLE MARK ON SHAFT AT DEPTH | 2. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS/1,000 S.F. 3. APPLY FERTILIZER (10-20-10)

) IS ENCOUNTERED. SIBLE MARK Of 1. APPLY TOPSOIL TO A DEPTH OF 4”. 6.0" MIN. VISIBLE MARK ON SHAFT AT DEPTH | 2. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS/1,000 S.F. 3. APPLY FERTILIZER (10-20-10) AT A RATE OF 14 LBS/1,000 S.F. SELF-SUPPORTING SYNTHETIC FILTER FABRIC FENCE 4. APPLY SEED MIXTURE: *USE CORRECT SIZE TIP ENVIRO FENCE BY CELANESE OR EQUIVALENT) 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 gor f FABRIC RATE OF 90 LBS/1,000 S.F. ACCORDING TO THE N.J. STANDARDS. l (3'-0" “WIDE Dak 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 C) APPROVED METHODS (i.e. PEG AND TWINE, OR MULCH NETTING) MAY BE USED. IF POSSIBLE, PLANT J . . BETWEEN MARCH 1 AND MAY 15, OR BETWEEN AUGUST 15 AND OCTOBER 1. eo > 1g rd @ 2? = GRADE EXISTING GROUND LEVEL & & u EXISTING . GROUND LEVEL DIG 6* WIDE & DEEP TRENCH. BURY BOTTOM 1’-0" OF FABRIC, TAMP IN PLACE. SEDIMENT CONTROL FILTER FENCE N.T.S. SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS | PUBLIC LENGTH ACCORDING TO TABLE 29-1 R.O.W. 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 \_ pustie LENGTH OF STONE REQUIRED MONTCLAIR STABLES QO [ yy PERCENT SLOPE OF ROADWAY TAX LOTS 176, 179 & 186 BLOCK 152.02 * RIGHT PROVIDE APPROPRIATE TRANSITION WA OF Coarse Grained Soil Fine Grained Soil USE ASTM C—33, SIZE No. 2 BETWEEN STABILIZED CONSTRUCTION [EXISTING GROUND TAX MAP SHEET 77 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. CRUSHED, CONCRETE ESSEX COUNTY, NEW JERSEY (AY BE SUBSTITUTED PROFILE (N.T.S.) Bis" hratinl! Cunningham Engineering we Design, LLE BUT WILL REQUIRE MORE FREQUENT UPGRADING AND MAINTENANCE. Corl, ; ‘ AG 3g PLAN VIEW (N.T.S.) > 5% Entire surface stabilized with FABC Base Coarse ' Certificate Of Authorization No 24GA28204400 — 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 STABILIZED CONSTRUCTION ENTRANCE 1. As prescribed by local

urface stabilized with FABC Base Coarse ' Certificate Of Authorization No 24GA28204400 — 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 STABILIZED CONSTRUCTION ENTRANCE 1. As prescribed by local ordinance or other governing authority. 973-219-7546 RMCNJPE@YAHOO.COM . 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 2% to 5% 100 Ft. 200 Ft.