MONTCLAIR STABLES APPLICATION PLAN SET

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.