REV2 70824 691 EAGLE ROCK AVENUE WEST ORANGE NJ 61224

2" MIN. 3'-0" SECTION 3'-0" EXISTING INLET 2" X 2" POSTS (TYP) P.T. 2X12's FILTER FABRIC 2" D. HOLES @ 8" O.C. 2" X 2" POSTS (TYP) P.T. 2X12's FILTER FABRIC GRADE AREA DRAIN X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ANTI-TRACKING DEVICE (SEE DETAIL) TREE PROTECTION FENCE. (SEE DETAIL) S 29° 58' 00" W 125.00' N 29° 58' 00" E 125.00' N 59° 25' 00" W 50.00' S 59° 25' 00" E 50.00' EAGLE ROCK AVENUE (60' WIDE R.O.W.) PROPOSED 1 FAMILY 2 1 2 STORY DWELLING No. 691 BLK: 177.08 LOT: 21 1st. FLOOR F.F. 461.03' X X X X X X X X X TREE PROTECTION FENCE. (SEE DETAIL) TREE PROTECTION FENCE. (SEE DETAIL) X X X TREE PROTECTION FENCE. (SEE DETAIL) X X X X X X X X W W W W W W W W W G G G G G G G G G S S S S S 1"Ø GAS LINE 1"Ø COPPER TUBING DOMESTIC WATER NEW 6"Ø PVC SEWER LINE S S S S S S S S S S S S S S S W W W W W W W W W S 29° 58' 00" W 125.00' N 29° 58' 00" E 125.00' N 59° 25' 00" W 50.00' S 59° 25' 00" E 50.00' S S S S S S S S S S W W W W W W W W EAGLE ROCK AVENUE (60' WIDE R.O.W.) SEEPAGE PIT9'-6"HT x 6'-6" Ø 6" Ø SCH. 40 TO SEEPAGE PIT 1'-6" Ø GRAVEL PIT S S S SERVICE LINE (1) GAS METER AND AND SERVICE LINE (1) ELECTRICAL METER TELEPHONE BOX CABLE BOX G G G G G G G G G G G G PROPOSED 1 FAMILY 2 1 2 STORY DWELLING No. 691 BLK: 177.08 LOT: 21 1st. FLOOR F.F. 461.03' NEW 6"Ø PVC OVERFLOW PIPE TO STORM DRAIN SYSTEM CONNECTION PER MUNICIPAL ENGINEER'S RECOMENDATIONS AND REQUEST SOIL EROSION & SEDIMENT CONTROL NOTES http://hepsoilnj.org HEPSCD251SESCNOTES_7THEDREV2017 “ ” ” ” “ ” AREA DRAIN FILTER DETAIL NOT TO SCALE IS ESTABLISHED. CONTROL IN NEW JERSEY. PORTIONS OF THE STANDARDS FOR SOIL EROSION AND SEDIMENT INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IMMEDIATELY. BINDER SHALL BE USED TO ANCHOR THE MULCH. SHALL BE STABILIZED BY SEEDING WITH ANNUAL RYE GRASS OR TIME AS SEEDING MAY PROCEED. MULCH NETTING OR LIQUID MULCH SUDAN GRASS PROVIDING THAT SEEDING DATES ARE APPROPRIATE. IN THE EVENT SEEDING DATES ARE NOT APPROPRIATE, SAID AREAS SHALL BE STABILIZED WITH ANCHORED UN ROTTED SALT HAY OR SMALL RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CORRECTED AND SEDIMENT CONTROL FACILITIES AND SHALL PROMPTLY REMOVE ACCUMULATED SILT AND DEBRIS FROM EACH DEVICE EVERY TIME IT GRAIN STRAW MULCH, AT A RATE OF 25 TONS PER ACRE UNTIL SUCH IS NECESSARY FOR PROPER

AND SEDIMENT CONTROL FACILITIES AND SHALL PROMPTLY REMOVE ACCUMULATED SILT AND DEBRIS FROM EACH DEVICE EVERY TIME IT GRAIN STRAW MULCH, AT A RATE OF 25 TONS PER ACRE UNTIL SUCH IS NECESSARY FOR PROPER FUNCTIONING OF THE FACILITY. AND ON SITE EROSION AND SEDIMENT DAMAGE SHALL BE THE FLOW ONTO ADJACENT PROPERTIES OR ROADWAYS. ALL OFFSITE BLOWING OF DUST, ESPECIALLY IN RESIDENTIAL AREAS. SITE. ABOUT 2 DAYS. GRADED TO MINIMIZE EROSION. ALL STOCK PILES WHICH ARE TO BE SOIL EROSION AND SEDIMENT CONTROL MEASURES. FOR CONSTRUCTION OF THE PAVEMENT BASE COURSE. PROPOSED SEQUENCE OF WORK 1. PLACEMENT OF A SEDIMENT BARRIER STAKED IN PLACE ALONG THE PROTECTION SHALL BE MAINTAINED UNTIL ITS REMOVAL IS NECESSARY WHERE TRAFFIC WILL BE ENTERING AND LEAVING THE CONSTRUCTION IN PLACE SHALL BE STABILIZED AS OUTLINED IN NOTE 6 ABOVE. 2. PLACEMENT OF A 2-1/2" CRUSHED STONE DRIVEWAY ACROSS THE SOUTHERN PERIMETER OF THE PROPERTY, PRIOR TO CONSTRUCTION 6. CONSTRUCTION OF BUILDING 4 MONTHS. CONSTRUCTED. bETWEEN 15 TO 20 DAYS. TRACKING ABOUT 2 DAYS. PERMITS SEEDING.) ABOUT 3 DAYS ABOUT 10 DAYS. 12. SEEDING OPEN AREAS. ABOUT 15 DAYS. 13. MULCHING POSSIBLE ERISION AREAS UNTIL SEEDING IS ESTABLISHED. 4. STABLIZING TOO SOIL PILES (TO BE SEEDED IF WEATHER PERMITS/ 5. CONSTRUCTION OF DETENTION SYSTEMS (NONE REQ. BY CITY.) 7. DURING BUILDING CONSTRUCTION STORM SEWER SYSTEM TO BE 8. CONSTRUCTION OF PARKING LOT AND DRIVEWAYS. ABOUT 25 DAYS. 9. SUB BASE FOR ALL PARKING AREAS AND DRIVEWAYS. ABOUT 15 DAYS 10. GRADING OF LANDSCAPED AREAS. ABOUT 20 DAYS. 11. PLACEMENT OF SHRUBBS AND TREES. ABOUT 10 DAYS. 3. STRIPPING AND STORING OF TOP SOIL ABOUT 3 DAYS. TO BE COVERED WITH VISQUEER SHEETS UNTIL WEATHER PERMITS WIDTH OF THE DRIVEWAY AT ITS ENTERANCE TO THE SITE TO AVOID DESIGNATED AREA APPROVED BY THE OWNER AND THEY SHALL BE NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE 2. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE 3. MEASURES FOR DUST CONTROL MUST BE IMPLEMENTED TO PREVENT 4. RUNOFF WATER CARRYING SEDIMENT SHALL NOT BE PERMITTED TO 7. ALL TOPSOIL AND EARTH STOCKPILES SHALL BE PLACED IN THE 9. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED AT POINTS 10. AFTER CONSTRUCTION, THE OWNER SHALL MAINTAIN ALL PERMANENT 8. ALL STORM SEWER INLETS SHALL BE PROTECTED AS SHOWN. SAID 5. THE CONTRACTOR SHALL REPAIR AND MAINTAIN ALL SOIL EROSION 6. SOIL WHICH IS EXPOSE WITHOUT

RUCTION, THE OWNER SHALL MAINTAIN ALL PERMANENT 8. ALL STORM SEWER INLETS SHALL BE PROTECTED AS SHOWN. SAID 5. THE CONTRACTOR SHALL REPAIR AND MAINTAIN ALL SOIL EROSION 6. SOIL WHICH IS EXPOSE WITHOUT COVER FOR MORE THAN 30 DAYS BINDER.) -SEED- PERENNIAL RYEGRASS 40LBS./ACRE OR OTHER APPROVED SEEDS, PLANT 10-20-10 OR EQUIVALENT WORKED INTO SOIL A MINIMUM OF 4". 10-20-10 OR EQUIVALENT WORKED INTO SOIL A MINIMUM OF 4". BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING OR LIQUID MULCH -SEED- ANNUAL RYEGRASS 40LBS./ACRE OR OTHER APPROVED SEEDS, PLANT BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1, TO BE APPLIED ACCORDING TO THE NJ STANDARS. MULCH SHALL BE SECURED -LIME- 90 LBS./1,000 S.F. GROUND LIMESTONE, FERTILIZER- 14 LBS./1,000 S.F. TO - LIME- 90 LBS./1,000 S.F. GROUND LIMESTONE, FERTILIZER- 14 LBS./1,000 S.F. -MULCH- SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 70 TO 90 LBS/1,000 S.F. BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1, BINDING.) -MULCH- SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 70 TO 90 LBS/1,000 S.F. TO BE APPLIED ACCORDING TO THE NJ STANDARS. MULCH SHALL BE SECURED BE APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING OR LIQUID MULCH LANDSCAPE STABILIZATION SPECIFICATIONS: B. PERMANENT SEEDING AND MULCHING: A. TEMPORARY SEEDING AND MULCHING: STABILIZED CONSTRUCTION ACCESS NOT TO SCALE MUST BE PROVIDED. ENTRANCE AND PUBLIC R.O.W. BETWEEN STABILIZED CONSTRUCTION NOTE: APPROPRIATE TRANSITION EXISTING GROUND 1" TO 2 1/2" STONE FILTER FABRIC MIRAFI 100X 6" MIN. SIDE ELEVATION SYNTHETIC FILTER FABRIC FRONT ELEVATION WATER FLOW GROUND LINE EXISTING GROUND DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE 3'-0" MIN. 4'-0" TO 8'-0" METAL OR PICKET FENCE POST FABRIC: 3'-0" WIDE SILT FABRIC, TAMP IN PLACE TRENCH, BURY BOTTOM 1' OF DIG 6" WIDE AND 6" DEEP 1'-0" 2'-0" 2'-0" MIN. 2'-0" MIN. SEDIMENT FILTER FENCE DETAIL NOT TO SCALE PUBLIC RIGHT-OF-WAY ONTO PUBLIC RIGHTS-OF-WAYS. MAINTENANCE MAY REQUIRE PERIODIC CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND NOTE: COMPACTED SUBGRADE STONE FILTER BLANKET ON APPROXIMATE 2 1/2" CRUSHED MIN. 4" THICK STONE PAD ASTM C-33 NO.2 OR GRADE EXISTING PUBLIC

IN A TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND NOTE: COMPACTED SUBGRADE STONE FILTER BLANKET ON APPROXIMATE 2 1/2" CRUSHED MIN. 4" THICK STONE PAD ASTM C-33 NO.2 OR GRADE EXISTING PUBLIC RIGHT-OF-WAY50'-0" MIN. STABILIZED CONSTRUCTION ACCESS NOT TO SCALE POST (TYP.) METAL FENCE FENCE FABRIC FLOW MIN. MIN. SYNTHETIC FILTER FABRIC WIRE MESH. W/ 6" MAX. OPENING FILTER FABRIC REINFORCED SYNTHETIC FRONT VIEW SIDE VIEW SEDIMENT FILTER FENCE DETAIL N.T.S. 2'-0" 6" 8'-0" 2'-0" 6" SCALE 1" = 20' SOIL EROSION PLAN THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF EVANS ARCHITECTS AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF EVANS ARCHITECTS. ALL RIGHTS RESERVED © 2023 EVANS ARCHITECT REV COMMENT DATEDRW BY SHEET NUMBER MATTHEW G. EVANS ARCHITECT PLANNER R.A. LIC. NO. 13803 P.P. LIC. NO. 5662 EVANS ARCHITECTS AIA M A T T H E W G. E V A N S ARCHITECT - PROFESSIONAL PLANNER 470 CHAMBERLAIN AVENUE PATERSON NEW JERSEY 07522 9 7 3 9 4 2 - 9 0 2 0 MATT@EVANSARCHITECTS.COM WWW.EVANSARCHITECTS.COM CRR SOIL EROSION PLAN S-2 PROPOSED ONE FAMILY FOR: NWAIWU PROPERTIES, LLC 691 EAGLE ROCK AVENUE BLOCK: 177.08 LOT: 21 WEST ORANGE, NJ 12.18.23 2'-0" 6'-6" 2'-0" AS MANUFACTURED BY OLD CASTLE PRECAST CONC. SEEPAGE PIT RINGS CLEAN CRUSHED STONE 2" THK. PRECAST OR APPROVED EQUAL. GRADE CONCRETE LID 1'-9" 2'-0" 9'-0" 6" VARIES AS MANUFACTURED BY PEERLESS PRECAST REINFORCED CONC. LID OR APPROVED EQUAL. MIRAFI 140N FILTER FABRIC OR APPROVED EQUAL. SEEPAGE PIT DETAIL SCALE :N.T.S. NOTE: a. SOIL REMOVAL PERMIT WILL BE REQUIRED IF MORE THAN 300 C.Y. OF SOIL IS BEIING REMOVED FROM THE SITE. b. A STREET OPENING PERMIT WILL BE REQUIRED FOR WORK IN THE R.O.W. c. A SEWER PERMIT AND FEE APPLICATION WILL NEED TO BE OBTAIN FROM THE ENGINEERING DEPARTMENT d. A TREE REMOVAL APPLICATION AND PERMIT WILL BE REQUIRED FROM THE TOWNSHIP FORESTER. e. APPLICANT WILL PROVIDE AN "AS-BUILT TOPOGRAPHIC SURVEY PRIOR TO CERTIFICATE OF OCCUPANCY BEING ISSUED. f. ANY SOIL EXCAVATED FROM SITE SHALL BE REMOVED AND DISPOSED OF AND SHALL BE DONE IN COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. PARKING PAVING DETAIL N.T.S. 2" OF 9.5M64 HMA SURFACE COURSE 4" OF 19.5M64 HMA SUB-BASE COURSE (OPTIONAL) 4" CRUSHED STONE BASE FILTER FABRIC. GRADE ±0" TOP OF TANK -2'-0" INV.

ND FEDERAL REGULATIONS. PARKING PAVING DETAIL N.T.S. 2" OF 9.5M64 HMA SURFACE COURSE 4" OF 19.5M64 HMA SUB-BASE COURSE (OPTIONAL) 4" CRUSHED STONE BASE FILTER FABRIC. GRADE ±0" TOP OF TANK -2'-0" INV. -11'-6" BTM. OF STONE -13'-6" CONCRETE WALKWAY STONE BASE 4" CRUSHED N.T.S. 4" CONCRETE SLAB w/ 3,000 PSI CONC. 1 COMMENT AS PER MUNICIPAL ENGINEER04.18.24CRR SCALE 1" = 15'-0" PROPOSED UTILITY PLAN 1 1 NOTE: SOIL MOVEMENT CALCULATIONS BASEMENT: 33' L x 32'W x 8'D = 8,448 SF 8,448 SF / 27 C.Y. = 312.89 C.Y. 312.89 WILL BE REMOVED STAIRS: 22' L x 9'W x 8'D = 1,584 SF 1,584 SF / 27 C.Y. = 58.67 C.Y. 58.67 WILL BE REMOVED GARAGE 88' LF x 2'W x 4'D = 704 SF 704 SF / 27 C.Y. = 26.08 C.Y. 26.08 WILL BE REMOVED TOTAL: 397.64 C.Y. 1 1 TREE PROTECTION FENCE TREE PROTECTION DETAIL NOT TO SCALE NOTE: PLACE FENCE A MINIMUM OF 1'-0" OUTSIDE DRIP LINE OF EXISTING TREE. TOTAL DISTURBED AREA = 4,538 SF CRR 07.08.24 2 RESUBMISSION