ZB 22 08 Site Plan

MAIN STREET CHARLES STREET SITE 200.00' LOT 21 MAIN STREET CHARLES STREET SITE LOT 20 LOT 19 LOT 18 LOT 16LOT 14 LOT 12 LOT 10 LOT 6 LOT 5 LOT 4 LOT 3 LOT 1.01 LOT 1 LOT 1.03 BLOCK 114 LOT 236 BLOCK 89 BLOCK 66 BLOCK 65 BLOCK 90 LOT 1.04 LOT 20 LOT 21 LOT 22 LOT 41.01 LOT 33 LOT 41 LOT 41.02 LOT 59.01 LOT 58.03 LOT 64 LOT 57 LOT 22 LOT 23 LOT 24 LOT 25LOT 26 LOT 27 LOT 28 LOT 29LOT 30 LOT 31 LOT 32 LOT 7 LOT 5 LOT 1 LOT 34 LOT 36 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 19 LOT 22 LOT 21 LOT 24 LOT 25 LOT 26 200.00' B-1 MAIN STREET SITE CHARLES STREET ASHLAND AVENUE PARK AVENUE LAKESIDE AVENUE LLEWELLYN PL STANDISH AVENUE WATCHUNG AVENUE EDISON TERRACE SHEPARD TERRACE BABCOCK PLACE ERWIN PLACE KLING STREET R-T RED I OB-2 R-1 I-B I R-T B-1 R-T EDGEHILL AVE PARK AVE ALDEN STREET 1. THIS PROPERTY IS KNOWN AS BLOCK 89, LOT 21 AS SHOWN IN THE TOWNSHIP OF WEST ORANGE TAX MAP. 2. TOPOGRAPHIC INFORMATION SHOWN HEREIN HAVE BEEN DRAWN IN ACCORDANCE WITH FIELD SURVEY PERFORMED BY SCHMIDT SURVEYING, DATED NOVEMBER 18, 2021. 3. THE PROPERTY IS LOCATED IN THE TOWNSHIP'S ZONING DISTRICT B-1. 4. AREA OF PARCEL 4,779 SF± OR 0.109 AC. 5. THIS PARCEL MAY BE SUBJECT TO UNDERGROUND UTILITIES AND/OR EASEMENTS WHICH ARE NOT SHOWN. 6. THE LOCATION OF ALL EXISTING AND PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH THE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. NO DETERMINATION WAS MADE AS TO THE PRESENCE AND/OR NONEXISTENCE OF TOXIC WASTES OR WETLANDS. ALSO NO DETERMINATION OF DEPTH TO GROUND WATER WAS MADE. THE CLIENT SHOULD PURSUE THESE MATTERS AS ITEMS SEPARATE AND APART FROM THIS PLAN. 8. CALL THE 1-800-272-1000 TO HAVE ALL UTILITY SERVICES MARKED PRIOR TO ANY EXCAVATION. 9. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, AND LOCAL MUNICIPAL ORDINANCES AND AS PER THE TOWNSHIP STANDARDS OF CONSTRUCTION. 10. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. 11. TAKE EVERY PRECAUTION NECESSARY TO PRECLUDE DAMAGE TO EXISTING STRUCTURES, FACILITIES AND UTILITIES DUE TO LOSS OF LATERAL SUPPORT AND/OR CONSTRUCTION LOADINGS. 12. DO NOT SCALE DRAWINGS FOR LOCATION OF ADJACENT STRUCTURES AND SURROUNDING PHYSICAL CONDITIONS. THESE ITEMS MAY BE SCHEMATIC ONLY EXCEPT WHERE DIMENSIONS ARE SHOWN

ORT AND/OR CONSTRUCTION LOADINGS. 12. DO NOT SCALE DRAWINGS FOR LOCATION OF ADJACENT STRUCTURES AND SURROUNDING PHYSICAL CONDITIONS. THESE ITEMS MAY BE SCHEMATIC ONLY EXCEPT WHERE DIMENSIONS ARE SHOWN THERETO. GENERAL NOTES DESCRIPTIONDATEREV.N.J.PROFESSIONAL ENGINEER, LICENSE No. 24GE04562600 830 NORTH AVENUE WEST WESTFIELD, NEW JERSEY 07090 PHONE No. 908 296-3956 SANDRA CACERES, P.E. DATE: NEW TWO FAMILY DWELLING 156 MAIN STREET BLOCK 89, LOT 21 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY 07052 No.: JULY 29, 2022 SC21-06 DRAWN: CDA SCALE: 1" = 10' SHEET No.: AERIAL MAP SCALE 1" = 200' ZONING MAP SCALE 1" = 500' 200' RADIUS MAP SCALE 1" = 150' NEW TWO FAMILY DWELLING 1 COVER SHEET 2 EXISTING AND PROPOSED CONDITIONS, GRADING, NOTES & ZONING CHART 3 SOIL EROSION AND SEDIMENT CONTROL PLAN 4 SITE DETAILS NEW JERSEY AMERICAN WATER 1 WATER STREET CAMDEN, NJ 08102 PHONE: 1-800-652-6987 PUBLIC SERVICE ELECTRIC AND GAS COMPANY MANAGER - CORPORATE PROPERTIES 80 PARK PLAZA, T6B NEWARK, NJ 07102 PHONE: 1-800-436-7734 VERIZON (CORPORATE) ONE VERIZON WAY BASKING RIDGE, NJ 07920 SHEET INDEX UTILITIES AUTHORITIES JOSE FLORES 91 MITCHELL STREET WEST ORANGE, NJ 07052 PROPERTY OWNER APPLICANT APPROVED BY THE ZONING BOARD OF ADJUSTMENT OF THE TOWNSHIP OF WEST ORANGE. APPROVAL BOARD CHAIRPERSON BOARD SECRETARY BOARD ENGINEER COVER SHEET JOSE FLORES 91 MITCHELL STREET WEST ORANGE, NJ 07052 BLOCK LOT LOCATION OWNERS NAME ADDRESS 200FT ADJOINING OWNERS LIST 65 16 143 MAIN STREET EDWIN COVAL 143 MAIN STREET WEST ORANGE, NJ 07052 65 17 145 MAIN STREET DAVID CHANG LIN 145 MAIN STREET WEST ORANGE, NJ 07052 66 1 175 MAIN STREET DGP URBAN RENEWAL, LLC 2 POST ROAD WEST WESTPORT, CT 06880 89 10 170 MAIN STREET JOSE A. FLORES 170 MAIN STREET WEST ORANGE, NJ 07052 89 12 168 MAIN STREET HENRY & JENNIFER HUDSON 168 MAIN STREET WEST ORANGE, NJ 07052 89 14 166 MAIN STREET MIRIAM SOLARI & CARLOS ZUNIGA 166 MAIN STREET WEST ORANGE, NJ 07052 89 16 164 MAIN STREET ALFONSO & WILMA VILLAMARIN 164 MAIN STREET WEST ORANGE, NJ 07052 89 18 162 MAIN STREET PETTER SALAS 162 MAIN STREET WEST ORANGE, NJ 07052 89 19 160 MAIN STREET MARCO DOMINGUEZ 160 MAIN STREET WEST ORANGE, NJ 07052 89 20 158 MAIN STREET ESSEX HOUSING PRESERVATION LP 77 PARK STREET MONTCLAIR, NJ 07042 89 21 156 MAIN STREET JOSE FLORES 91 MITCHELL STREET WEST ORANGE, NJ 07052 89 22 154 MAIN STREET ANDREW & VIOLET I HORRY 154 MAIN

TREET ESSEX HOUSING PRESERVATION LP 77 PARK STREET MONTCLAIR, NJ 07042 89 21 156 MAIN STREET JOSE FLORES 91 MITCHELL STREET WEST ORANGE, NJ 07052 89 22 154 MAIN STREET ANDREW & VIOLET I HORRY 154 MAIN STREET WEST ORANGE, NJ 07052 89 23 152 MAIN STREET ESSEX HOUSING PRESERVATION LP 77 PARK STREET MONTCLAIR, NJ 07042 89 24 150 MAIN STREET JACQUELINE G O'HARA 59 PEASE AVENUE VERONA, NJ 07044 89 25 148 MAIN STREET JACQUELINE G O'HARA 59 PEASE AVENUE VERONA, NJ 07044 89 26 144-146 MAIN STREET E & M O'HARA INC. 144 MAIN STREET WEST ORANGE NJ 07052 SITE DATA INFORMATION UNITS 1,518 SF ZONE B-1 (TWO FAMILY RESIDENCE) DWELLING 601 SFDRIVEWAY 56 SFSTAIRS & LANDING PAD 2604 SFLANDSCAPE AREAS BLOCK LOT LOCATION OWNERS NAME ADDRESS 89 28 142 MAIN STREET AUGUSTO PACHECO 142 MAIN STREET WEST ORANGE, NJ 07052 89 33 130-132 MAIN STREET MICHAEL O'REILLY 24 ELMWOOD ROAD VERONA, NJ 07044 89 41 14 EDGEHILL ROAD DONNA UHER 14 EDGEHILL ROAD WEST ORANGE, NJ 07052 89 41.01 EDGEHILL ROAD TRUSTEES OF LLEWELLYN PARK 1 PARK WAY WEST ORANGE, NJ 07052 89 58.03 EDGEHILL ROAD REAR TRUSTEES OF LLEWELLYN PARK 1 PARK WAY WEST ORANGE, NJ 07052 89 64 12 EDGEHILL ROAD STANLEY SHAPIRO & ANN HIRSCH 12 EDGEHILL ROAD WEST ORANGE, NJ 07052 90 20 7 EDGEHILL ROAD STANLEY & SHARON MARCUS 7 EDGEHILL ROAD WEST ORANGE, NJ 07052 90 21 11 EDGEHILL ROAD JAMES B COWPERTHWAIT & LARISA DAIGA 11 EDGEHILL ROAD WEST ORANGE, NJ 07052 90 22 15 EDGEHILL ROAD PHYNJUAR SAUNDERS 15 EDGEHILL ROAD WEST ORANGE NJ 07052 156 MAIN STREET BLOCK 89 - LOT 21 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY LOT COVERAGE (%) 32% 12.6% 1% 54.4% 1 OF 4

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 S 45°-39'-00" E 166.41' N 45°-39'-00" W 161.00' (161.39' DEED) LOT 22 LOT 20 MAIN STREET(55' WIDE) N 47°-13'-00" E 29.23' S 57°-36'-00" W 30.00 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 S 45°-39'-00" E 166.41' N 45°-39'-00" W 161.00' (161.39' DEED) LOT 22 LOT 20 MAIN STREET(55' WIDE) UP N 47°-13'-00" E 29.23' BLOCK 109 LOT 21 SS SS SS SS SS SS SS W W W W W W W G G G G G G G S 57°-36'-00" W 30.00 X X X X X X X X X X X X X X X X X UP ( IN FEET ) 0 GRAPHIC SCALE 10 5 10 20 1 inch = 10 ft. ZONING SCHEDULE TABLE REGULATION REQUIRED EXISTING 3,750 SF EXISTING CONDITIONS PLAN SCALE 1" = 10' ZONE B-1 (TWO FAMILY RESIDENCE) MIN LOT AREA 1. ALL WORK SHALL BE DONE BETWEEN THE HOURS OUTLINED UNDER THE LOCAL ORDINANCE. 2. ALL INFORMATION SHOWN OR NOTED FOR EXISTING FACILITIES, GRADES, ROADWAYS AND MATERIALS ARE APPROXIMATE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL INFORMATION THAT MAY AFFECT HIS WORK. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXISTS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR'S OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO CONSTRUCTION MEANS & METHODS, SEQUENCE, TECHNIQUES AND PROCEDURES NECESSARY FOR PERFORMING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 4. ALL GRADING OPERATIONS SHALL PROVIDE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND STRUCTURES AND SHALL ELIMINATE PONDING AREAS. 5. ALL EXISTING DEBRIS SHALL BE REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH MUNICIPAL AND LOCAL UTILITY COMPANY REQUIREMENTS. 6. THE CONTRACTOR IS NOT PERMITTED TO STOCKPILE EXCAVATED MATERIALS OVER ANY UTILITY LINES. THE STOCKPILED MATERIALS SHOULD BE PLACED SUFFICIENTLY AWAY FROM THE EDGE OF ANY EXCAVATION TO PREVENT CAVING OF THE TRENCH WALL AND TO PERMIT ADEQUATE ACCESS ALONG THE TRENCH. 7. ANY EXISTING IMPERVIOUS SURFACES NOT TO REMAIN SHALL BE RESTORED WITH A MINIMUM OF 5" TOPSOIL SEED AND MULCH. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL MATERIALS EXCAVATED OF WHATEVER NATURE AT HIS OWN EXPENSE, THE CONTRACTOR MUST NOT DEPOSIT THE EXCESS MATERIALS WITHIN MUNICIPAL PROPERTY LIMITS WITHOUT EXPRESS PERMISSION FROM THE MUNICIPALITY. MATERIALS MUST BE DISPOSED IN ACCORDANCE WITH APPROVED NJDOT, NJDEP METHODS

TOR MUST NOT DEPOSIT THE EXCESS MATERIALS WITHIN MUNICIPAL PROPERTY LIMITS WITHOUT EXPRESS PERMISSION FROM THE MUNICIPALITY. MATERIALS MUST BE DISPOSED IN ACCORDANCE WITH APPROVED NJDOT, NJDEP METHODS AND MEANS. 9. ALL LANDSCAPED AREAS WILL BE MAINTAINED WITH EITHER GRASS OR GROUND COVERED. GENERAL NOTES EXISTING CURB PROPOSED SETBACK LINE EXISTING BOUNDARY LINE LEGEND PROPOSED 4,779 SF 4,779 SF 75 FTMIN LOT WIDTH 30/29.23 FT 30 FTMIN FRONT YARD 30 FT 8/10 FTMIN SIDE YARDS 3.1'/3.1 30 FTMIN REAR YARD -- 63 FT/64.1 FT 2.5MAX NUMBER OF STORIES -- 2.5 35 FTMAX BLDG HEIGHT -- 35' 60%MAX LOT COVERAGE (BLDG) -- 32% 75%MAX LOT COVERAGE (IMPROVEMENT) 0.04% 45.6% 30 FT/29.23 FT -- -- EXISTING SPOT ELEVATION X X EXISTING FENCE PROPOSED ROOF DRAIN PIPE PROPOSED SPOT ELEVATION DESCRIPTIONDATEREV.N.J.PROFESSIONAL ENGINEER, LICENSE No. 24GE04562600 830 NORTH AVENUE WEST WESTFIELD, NEW JERSEY 07090 PHONE No. 908 296-3956 SANDRA CACERES, P.E. DATE: NEW TWO FAMILY DWELLING 156 MAIN STREET BLOCK 89, LOT 21 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY 07052 No.: JULY 29, 2022 SC21-06 DRAWN: CDA SCALE: 1" = 10' SHEET No.: EXISTING & PROPOSED CONDITIONS, GRADING, NOTES, DETAILS & ZONING CHART * * * PRE-EXISTING CONDITIONSNOTES: 2 OF 4 ** ** VARIANCE REQUIRED W W W SS SS G G G PROPOSED GAS LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER SERVICE LINE PROPOSED 6' HIGH PVC FENCE PROPOSED CONDITIONS PLAN SCALE 1" = 10' ALL EXISTING CONCRETE, ALONG SOUTH-WEST PROPERTY LINE TO BE REMOVED UPON AGREEMENT WITH PROPERTY OWNER OF LOT 22 EXISTING STEPS TO BE REMOVED EXISTING CONCRETE CURB & SIDEWALK TO BE REMOVED AND REPLACE AS SHOWN ON THE PROPOSED CONDITION PLAN TO REMAIN TO REMAIN TO REMAIN TO BE REMOVED AND REPLACE. WHERE SHOWN ON THE PROPOSED CONDITIONS PLAN. CONTRACTOR TO PROTECT EXISTING UTILITY POLE DURING CONSTRUCTION MEET EXISTING CONCRETE CURB GRADES (TYP.) EXISTING GRASS AREA TO BE REMOVE, FOR APRON INSTALLATION. (SEE PROPOSED CONDITIONS) EXISTING GRATE AND CURB PIECE TO BE REMOVED AND REPLACED WITH DRIVEWAY ACCESS PLATE. (SEE DETAIL SHEET) MEET EXISTING GRADES (TYP.) PROPOSED DEPPRESSED CURB, TRANSITION CURB TO MEET EXISTING FULL HEIGHT CURB GRADE (TYP.) NEW 4' WIDE CONCRETE SIDEWALK (SEE DETAIL SHEET) PROPOSED 16' WIDE PAVED DRIVEWAY PROPOSED GAS SERVICE LINE PROPOSED WATER SERVICE LINE PROPOSED SANITARY SEWER LATERAL PROPOSED 6' HIGH PVC FENCE STYLE AND COLOR BY OWNER 3'

IDEWALK (SEE DETAIL SHEET) PROPOSED 16' WIDE PAVED DRIVEWAY PROPOSED GAS SERVICE LINE PROPOSED WATER SERVICE LINE PROPOSED SANITARY SEWER LATERAL PROPOSED 6' HIGH PVC FENCE STYLE AND COLOR BY OWNER 3' GATE TO ACCESS REAR YARD PROPOSED 6' HIGH PVC FENCE TO MEET EXISTING NEIGHBOR'S FENCE PROPOSED STEPPING STONES AS NEEDED (TYP.) PROPOSED RETAINING WALL. FOR DETAILS SEE SHEET 4 (TYP.) BOTH SIDES OF DRIVEWAY DRIVEWAY EDGE & RETAINING WALL AT SAME LOCATION (PAVEMENT GO TO WALL) NEW CONCRETE APRON. SEE DETAIL SHEET INSET 'A' DETAIL N.T.S. SEE INSET 'A' THIS SHEET STAIRS FOOTING RETAINING WALL. SEE SHEET 4 FOR DETAILS RETAINING WALL HOUSE FOOTING FOUNDATION PROPOSED 8' DIAMETER DRY WELL, SEE DETAILS 4" DIAMETER OVERFLOW PIPE @ 5% SLOPE

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 S 45°-39'-00" E 166.41' N 45°-39'-00" W 161.00' (161.39' DEED) LOT 22 LOT 20 MAIN STREET(55' WIDE) UP N 47°-13'-00" E 29.23' SS SS SS SS SS SS SS W W W W W W W G G G G G G G SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SF S 57°-36'-00" W 30.00 DESCRIPTIONDATEREV.N.J.PROFESSIONAL ENGINEER, LICENSE No. 24GE04562600 830 NORTH AVENUE WEST WESTFIELD, NEW JERSEY 07090 PHONE No. 908 296-3956 SANDRA CACERES, P.E. DATE: NEW TWO FAMILY DWELLING 156 MAIN STREET BLOCK 89, LOT 21 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY 07052 No.: JULY 29, 2022 SC21-06 DRAWN: CDA SCALE: 1" = 10' SHEET No.: 3 OF 4 EROSION 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” 7TH 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 A3. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT ESTABILIZATION IS ESTABLISHED. 3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND FALL – 8/15 – 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

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 WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (862) 333-4507 OR EMAIL – INFORMATION@HEPSCD.ORG 9. THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO APPLYING FOR THE CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF OCCUPANCY FROM THE RESPECTIVE MUNICIPALITY, NJ - DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE 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. 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 5.0 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 ½ -1” CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6”. 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 BE APPROVED BY THE SOIL CONSERVATION DISTRICT. 15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR THE SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF

AND BE APPROVED BY THE SOIL CONSERVATION DISTRICT. 15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR THE SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS. NEW OWNERS’ INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES DEEMED NECESSARY BY DISTRICT OFFICIALS SHALL BE IMPLEMENTED AS CONDITIONS WARRANT. CONSTRUCTION SCHEDULE 1. INSTALLATION OF TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED AT THE INITIATION OF LAND DISTURBANCE ACTIVITIES. ALL TEMPORARY SOIL EROSION MEASURES MUST BE INCLUDED (SILT FENCE ALONG PAVED STREET(S), STONE TRACKING PAD AND INLET PROTECTION). 2. CONSTRUCTION OF DWELLING UNIT. 3. TOPSOIL (5” MINIMUM DEPTH) AND FINAL GRADING OF LOT. 4. PERMANENT STABILIZATION OF LOT. STABILIZATION NOTES (RATES PER 1,000 SF) 1. PREPARE SEEDBED. ALL DEBRIS MUST BE REMOVED FROM TOPSOIL (5” MINIMUM DEPTH) BEFORE WORK IS PERFORMED. 2. APPLY NINETY (90) POUNDS GROUND LIMESTONE (OR AS DETERMINED BY A SOIL TEST). 3. APPLY ELEVEN (11) POUNDS 10-10-10 FERTILIZER (OR AS DETERMINED BY A SOIL TEST). 4. APPLY SEED USING ONE OF THE SEEDING MIXTURES BELOW. ALL SEED MUST BE INCORPORATED OR RAKED INTO THE SOIL. 5. APPLY NINETY (90) POUNDS STRAW MULCH. ALL STRAW MULCH MUST BE PROPERLY TACKED (ANCHORED). LEGEND LIMITS OF DISTURBANCE SILT FENCESF GENERAL NOTES 1. SURVEY OF PROPERTY BY: SCHMIDT SURVEYING DATED NOVEMBER 18, 2021 2. THE CONTRACTOR IS ADVISED THAT THE SOIL EROSION AND SEDIMENT CONTROL MEASURES ARE SUBJECT TO HUDSON-ESSEX-PASSAIC COUNTY SOIL CONSERVATION DISTRICT REVIEW AND APPROVAL AND SHALL BE VERIFIED PRIOR TO THE INSTALLATION OF THE SAME. 3. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AS DEEMED NECESSARY BY THE ENGINEER AND THE HUDSON-ESSEX-PASSAIC COUNTY SOIL CONSERVATION DISTRICT. THIS PLAN TO BE USED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY THIS PROJECT CONSIST OF THE CONSTRUCTION OF A TWO FAMILY DWELLING INCLUDING DRIVEWAY, STAIRS AND WALL. THE CONSTRUCTION SHOULD PROCEED IN THE FOLLOWING MANNER: 1. INSTALLATION OF ALL SOIL & SEDIMENT CONTROL MEASURES PRIOR TO ANY DISTURBANCE. 2. FINE-GRADE SITE AND STABILIZE WITH PERMANENT COVER. 3. DWELLING CONSTRUCTION, INCLUDING DRIVEWAY, STAIRS & WALL. 4. REMOVAL OF APPROPRIATE TEMPORARY SOIL & SEDIMENT CONTROL DEVICES. SEQUENCE CONSTRUCTION FOR FAMILY DWELLINGS SOIL EROSION & SEDIMENT CONTROL

WELLING CONSTRUCTION, INCLUDING DRIVEWAY, STAIRS & WALL. 4. REMOVAL OF APPROPRIATE TEMPORARY SOIL & SEDIMENT CONTROL DEVICES. SEQUENCE CONSTRUCTION FOR FAMILY DWELLINGS SOIL EROSION & SEDIMENT CONTROL AGENCY HUDSON-ESSEX-PASSAIC COUNTY SOIL CONSERVATION DISTRICT 80 ORCHARD STREET BLOOMFIELD, NJ 07003 PHONE (862) 333-4505 SEEDING MIXTURES FOR HOME LAWNS ALL SEED MUST BE INCORPORATED OR RAKED INTO THE SOIL PLANT SPECIES SEEDING RATE (POUNDS PER 1,000 SF) MIX#1 TALL FESCUE (TURF TYPE) PERENNIAL RYEGRASS KENTUCKY BLUEGRASS TOTAL 6.0 0.5 0.5 7.0 POUNDS PER 1,000 SQUARE FEET MIX#2 HARD FESCUE (STRONG) CREEPING RED (FESCUE) CHEWING FESCUE PERENNIAL RYEGRASS TOTAL 3.0 1.0 1.0 .25 5.25 POUNDS PER 1,000 SQUARE FEET MIX#3 HARD FESCUE PERENNIAL RYEGRASS KENTUCKY BLUEGRASS TOTAL 4.0 1.0 1.0 6.0 POUNDS PER 1,000 SQUARE FEET TOTAL DISTURBED AREA 0.08 AC EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION ( IN FEET ) 0 GRAPHIC SCALE 10 5 10 20 1 inch = 10 ft. SOIL EROSION AND SEDIMENT CONTROL PLAN, DETAILS & NOTES INLET FILTER CONSTRUCTION ENTRANCE INLET FILTER N.T.S. Drawstring running through fabric along top of fence Fence Post - 8 ft on centers Fabric secured to post with metal fasteners and reinforcement between fastener and fabric 2.0 ft min. Silt Accumulation Optional wire fence behind fabric for “Super” silt fence 6.0 in 2.0 ft min. Dig 6 in deep trench, bury bottom flap, tamp in place 6.0 in STABILIZE CONSTRUCTION ACCESS N.T.S. SILT FENCE CONSTRUCTION & INSTALLATION DETAIL N.T.S. PROPOSED CONDITIONS PLAN SCALE 1" = 10' PROPOSED STABILIZED CONSTRUCTION ENTRANCE SILT FENCE (TYP.) LIMIT OF DISTURBANCE (TYP.) INSTALL INLET FILTER (SEE DETAIL)