05_481 Eagle Rock Ave West Orange NJ Preliminary and Final Major Site Plan 08222024

BLOCK 152.01 LOT 1445.01 0.9' 251.44'S36°13'17"E(S.P.) S53°06'40"E(D) BLOCK 152.01 LOT 1445.01 TBM-B LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LIMIT OF DISTURBANCE SF. (±8,082 ±0.19 AC) R/D R/D 551 549 R/D 549 R/D R/D R/D 548 ME|G 549.51± ME|G 549.59± ME|G 549.54± ME|G 551.00± G 550.40 G 550.65 G 550.65 ME|G 548.38± ME|G 548.17± G 550.05 G 550.08 G 550.08 ME|G 548.40± 549 R/D R/D 548 G 550.08 550 550 G 548.45 30' REAR YARD SETBACK 10' SIDE YARD SETBACK 20' (TYP.) 8' (TYP.) 20' 8' PROPOSED CANOPY FOR FOUR (4) SMOKERS ON CONCRETE PAD 585 SF PROP. TWO (2) ADDITIONAL WALK-IN COOLERS (TO BE DESIGNED BY OTHERS) 24.7' CONC. PAD ELEV: 550.08 5' ACCESSORY USE/PARKING SETBACK 5' ACCESSORY USE/PARKING SETBACK PROP. ROOF DRAIN TO SPLASH BLOCK (TYP.) PROP. 67' L X 2' W X 2' D STONE TRENCH WITH AN 8" PERFORATED PIPE (SEE DETAIL) LIMIT OF SITE IMPROVEMENTS AND SUBJECT AREA OF THIS PLAN PROP. BLAST CHILLER (TO BE DESIGNED BY OTHERS) 160 SF PROP. CONCRETE SIDEWALK 111 SF PROP. 59 LF 8" HDPE @ 1.00% SL.STM. PROP. FES INV.: 546.00 PROP. 17 LF 8" HDPE @ 2.3% SL.STM. PROP. CLEANOUT INV.: 546.39 PROP. CLEANOUT INV.: 546.98 PROP. CLEANOUT INV.: 547.49 PROPOSED CANOPY FOR SIX (6) SMOKERS ON CONCRETE PAD 1000 SF EXIST. CANOPY WITH TWO (2) SMOKERS EXIST. ABOVE GROUND TANKS TO BE RELOCATED DURING SITE WORK PROP. ROOF DRAIN TO SPLASH BLOCK (TYP.) 22.5' 13' 20' 3.6' 5' 5' 9' 5' 13' PROP. SIDEWALK ME|TS: ±548.45 ME|G: ±548.05 CONC. PAD ELEV: ±548.45 CONC. PAD ELEV: ±548.45 ME|TS: ±548.45 ME|G: ±547.85 ME|TS: ±548.45 ME|G: ±547.33 TS: ±548.45 G: ±547.98 ME|TS: ±548.45 ME|G: ±548.42 TS: ±550.08 G: ±548.14 TS: ±550.08 G: ±549.38 TS: ±550.08 G: ±548.38 TS: ±548.45 G: ±548.20 APPOX. LIMIT OF PROP. CONC. SIDEWALK CONTRACTOR TO FIELD VERIFY THE EXISTING PAD FINISHED FLOOR ELEVATION. THE CIVIL ENGINEER OF RECORD MUST BE NOTIFIED IMMEDIATELY PRIOR TO CONSTRUCTION, IF ANY DISCREPANCIES ARISE PROP. 15 LF 8" PERF. HDPE @ 1.00% SL.STM. PROP. CLEANOUT INV.: 546.82 TS: ±550.08 G: ±549.91 12' TS: ±550.90 G: ±550.53 PROPOSED CANOPY ON CONCRETE PAD 120 SF PROP. SIDEWALK TS: ±550.90 G: ±549.94 TS: ±550.90 G: ±550.58 50' CONC. PAD ELEV: ±550.90 4' PROP. 51 LF 8" PERF. HDPE @ 1.00% SL.STM. 5.2' 10' PROP. 4

G: ±550.53 PROPOSED CANOPY ON CONCRETE PAD 120 SF PROP. SIDEWALK TS: ±550.90 G: ±549.94 TS: ±550.90 G: ±550.58 50' CONC. PAD ELEV: ±550.90 4' PROP. 51 LF 8" PERF. HDPE @ 1.00% SL.STM. 5.2' 10' PROP. 4 LF SIDEWALK PAINTED 'TRAFFIC YELLOW' TS: ±550.90 G: ±549.89 TS: ±548.45 G: ±548.00 31' PROP. CLEANOUT INV. OUT: 545.50 PROP. CLEANOUT INV. IN: 545.01 INV. OUT: 545.01 PROP. CLEANOUT INV. OUT: 544.94 PROP. 49 LF 8" PERF. HDPE @ 1.00% SL.STM. PROP. 7 LF 8" PERF. HDPE @ 1.00% SL.STM. W E S NAD83 11 EAGLE ROCK AVENUE (A.K.A. C.R. 611) (VARIABLE WIDTH R.O.W.) ROSNEY TERRACE (50' WIDE R.O.W.) BLACKBURNE TERRACE (50' WIDE R.O.W.) ROBERTSON ROAD(50' WIDE R.O.W.) P.O.B. R=607.27' D=024°37'50" L=261.06' CHB=N50° 21' 57"W(S.P.) N67° 15' 20"W(D) CHD=259.05' N38°03'02"W(S.P.) N54°56'25"W(D) 155.90' N18°51'43"E(S.P.) 488.98' N01°58'20"E(D) 300.00' S76°08'17"E(S.P.) N86°58'20"E(D) S71°53'17"E(S.P.) 240.00' S88°46'40"E(D) S36°13'17"E(S.P.) 251.44' S53°06'40"E(D) S21°02'03"W(S.P.) 534.83' S04°08'40"W(D) 488.98' N18°51'43"E(S.P.) N01°58'20"E(D) S21°02'03"W(S.P.) S04°08'40"W(D) 534.83' S04°31'17"E(S.P.) S21°24'40"E(D) 67.74' N62°40'52"W 111.31' N66°35'25"W 160.25' N62°40'52"W 110.14' S36°13'17"E(S.P.) S53°06'40"E(D) AREA OF IMPROVEMENTS C-301 SITE AND GRADING PLAN 0 SCALE: 1" = 10' 10 102.55 THIS PLAN TO BE UTILIZED FOR SITE AND GRADING LAYOUT PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 06/12/2024 REV. PER CLIENT COMMENTS CM JH/ BC 08/22/2024 REV. PER CLIENT COMMENTS CC JH/BC 08/22/2024 PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR G:\2023\NJD230089.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-SITE-NJD230089.00-2A----->LAYOUT: C-301 SITE CM THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NJD230089.00-2A JK JH/BC 01/03/2024 P-CIVL-SITE PRELIMINARY & FINAL MAJOR SITE PLAN WONDER GROUP, INC. PROPOSED SITE IMPROVEMENTS MAP: 79 | BLK: 152.01 | LOT: 1445.01 481 EAGLE ROCK AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org NJ CERT. OF AUTHORIZATION NO. 24GA28161700 & MH000122 BOHLER ENGINEERING NJ, LLC 30 GARBER SQUARE RIDGEWOOD, NJ 07450 Phone: (551)

ETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org NJ CERT. OF AUTHORIZATION NO. 24GA28161700 & MH000122 BOHLER ENGINEERING NJ, LLC 30 GARBER SQUARE RIDGEWOOD, NJ 07450 Phone: (551) 307-1400 www.BohlerEngineering.com ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PROFESSIONAL ENGINEER B.S. CROWDER NEW JERSEY LICENSE No. 52263 PENNSYLVANIA LICENSE No. 086764 NEW YORK LICENSE No. 100802 TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER ZONING TABLE ZONE: B-2 (GENERAL BUSINESS), IHO-1 (INCLUSIONARY HOUSING OVERLAY) USE: RESTAURANT BLOCK: 152.01 | LOT(S): 1445.01 APPLICANT/ OWNER INFORMATION APPLICANT: WONDER GROUP, INC. 11 COMMERCE DRIVE CRANFORD, NJ 07016 PROPERTY OWNER: MAYFAIR FARMS HOLDING CORPORATION 481 EAGLE ROCK AVENUE WEST ORANGE, NJ 07052 BULK REQUIREMENTS ITEM CODE REQUIRED EXISTING PROPOSED MIN. LOT AREA § 25 ATTACHMENT 3 10,000 SF 476,210 SF NO CHANGE MIN. LOT WIDTH § 25 ATTACHMENT 3 NO MINIMUM 793.1' NO CHANGE MIN. YARD SETBACKS FRONT YARD § 25 ATTACHMENT 3 30' 330.8' NO CHANGE SIDE YARD § 25 ATTACHMENT 3 10' + 10' 133.2' NO CHANGE REAR YARD § 25 ATTACHMENT 3 30' 156.0' 31' MAX. PERMITTED HEIGHT § 25 ATTACHMENT 3 2.5 STORIES, NOT EXCEEDING 35' 2 STORIES NO CHANGE MAX. LOT COVERAGE § 25 ATTACHMENT 3 60% 39.1% (186,162 SF) 39.6% (188,771 SF) MAX. BUILDING COVERAGE § 25 ATTACHMENT 3 40% 6.3% (29,888 SF) 6.6% (31,487 SF) MIN. ACCESSORY STRUCTURE SETBACK § 25-8.1 5' FROM ANY PROPERTY LINE * 39.5' 31' KEY = VARIANCE REQUIRED * IN ANY DISTRICT NO ACCESSORY STRUCTURE, BUILDING, STORAGE AREA, OFF-STREET PARKING AREA OR TRUCK LOADING SPACE SHALL BE PERMITTED WITHIN FIVE FEET OF A PROPERTY LINE. KEY MAP SCALE = 1" = 150' PARTIAL SITE PLAN NOTE (Rev. 1/2023) THE SITE DESIGN INFORMATION INCLUDING, BUT NOT LIMITED TO, DRAWINGS, NOTATIONS AND/OR CALCULATIONS WHICH THE PROFESSIONAL OF RECORD AND BOHLER ENGINEERING, (HEREIN "BOHLER") ARE PROVIDING WITHIN THIS PLAN IS STRICTLY LIMITED TO THE AREA OF THE SITE WHICH IS DESCRIBED AS THE "SUBJECT AREA OF THIS PLAN". ANY INFORMATION WHICH IS

ORD AND BOHLER ENGINEERING, (HEREIN "BOHLER") ARE PROVIDING WITHIN THIS PLAN IS STRICTLY LIMITED TO THE AREA OF THE SITE WHICH IS DESCRIBED AS THE "SUBJECT AREA OF THIS PLAN". ANY INFORMATION WHICH IS INCLUDED ON THIS PLAN, BUT IS NOT INCLUDED IN THE AREA DESCRIBED AS THE "SUBJECT AREA OF THIS PLAN" CONSTITUTE GRAPHICAL REPRESENTATIONS OF EXISTING CONDITIONS ONLY, TAKEN FROM THE REFERENCED DOCUMENTS AND INFORMATION. THIS INFORMATION IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. "GRAPHICAL REPRESENTATIONS OF THE EXISTING CONDITIONS" ARE NOT PART OF THE PROFESSIONAL OF RECORD AND BOHLER WORK AND ARE NOT PART OF THE SITE DESIGN. THE PROFESSIONAL OF RECORD AND BOHLER, CONSEQUENTLY, ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GRAPHICAL REPRESENTATIONS. NJ, LLC TYPICAL NOTE TEXT LEGEND CONTOUR LINE SPOT ELEVATIONS LIMIT OF SITE IMPROVEMENTS PROPOSED NOTE 190 187 TOP OF SLAB ELEVATIONS TS: ±548.45 G: ±548.28 G 548.99 ME|G 548.84±

BLOCK 152.01 LOT 1445.01 0.9' 251.44'S36°13'17"E(S.P.) S53°06'40"E(D) BLOCK 152.01 LOT 1445.01 TBM-B SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LIMIT OF DISTURBANCE SF. (±8,082 ±0.19 AC) TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF R/D R/D 551549 R/D 549 R/D R/D R/D 548 549 R/D R/D DC SF SF SF SF SF SF SF SF SF PROP. SILT FENCE (TYP) TEMPORARY SOIL STOCKPILE (TYP) 548 550 550 PROPOSED CANOPY FOR FOUR (4) SMOKERS ON CONCRETE PAD 585 SF PROP. TWO (2) ADDITIONAL WALK-IN COOLERS (TO BE DESIGNED BY OTHERS) CONC. PAD ELEV: 550.08 LIMIT OF SITE IMPROVEMENTS AND SUBJECT AREA OF THIS PLAN PROP. BLAST CHILLER (TO BE DESIGNED BY OTHERS) 160 SF PROPOSED CANOPY FOR SIX (6) SMOKERS ON CONCRETE PAD 1000 SF EXIST. CANOPY WITH TWO (2) SMOKERS CONC. PAD ELEV: ±548.45 CONC. PAD ELEV: ±548.45 URBONB URBONB BouC PROPOSED CANOPY ON CONCRETE PAD 120 SF PROP. TREE PROTECTION FENCE (TYP) CONC. PAD ELEV: ±550.90 11 EAGLE ROCK AVENUE (A.K.A. C.R. 611) (VARIABLE WIDTH R.O.W.) ROSNEY TERRACE (50' WIDE R.O.W.) BLACKBURNE TERRACE (50' WIDE R.O.W.) ROBERTSON ROAD (50' WIDE R.O.W.) P.O.B. R=607.27' D=024°37'50" L=261.06' CHB=N50° 21' 57"W(S.P.) N67° 15' 20"W(D) CHD=259.05' N38°03'02"W(S.P.) N54°56'25"W(D) 155.90' N18°51'43"E(S.P.) 488.98' N01°58'20"E(D) 300.00'S76°08'17"E(S.P.) N86°58'20"E(D) S71°53'17"E(S.P.) 240.00' S88°46'40"E(D) S36°13'17"E(S.P.) 251.44' S53°06'40"E(D) S21°02'03"W(S.P.) 534.83' S04°08'40"W(D) 488.98' N18°51'43"E(S.P.) N01°58'20"E(D) S21°02'03"W(S.P.) S04°08'40"W(D) 534.83' S04°31'17"E(S.P.) S21°24'40"E(D) 67.74' N62°40'52"W 111.31' N66°35'25"W 160.25' N62°40'52"W 110.14' S36°13'17"E(S.P.) S53°06'40"E(D) 30' REAR YARD SETBACK 30' REAR YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 30' FRONT YARD SETBACK 5' ACCESSORY USE/PARKING SETBACK 5' ACCESSORY USE/PARKING SETBACK AREA OF IMPROVEMENTS W E S NAD83 THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY LIMIT OF DISTURBANCE LINE HAS BEEN OFFSET FOR GRAPHICAL PURPOSES. ACTUAL LIMIT OF DISTURBANCE WILL OCCUR AT THE SILT FENCE OR LIMIT OF GRADING. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 5/2023) 1. THE GENERAL NOTES MUST BE

BEEN OFFSET FOR GRAPHICAL PURPOSES. ACTUAL LIMIT OF DISTURBANCE WILL OCCUR AT THE SILT FENCE OR LIMIT OF GRADING. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 5/2023) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE CONTRACTOR MUST PERFORM DEWATERING (IF REQUIRED), IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND PAY THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME. 3. THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. THE CONTRACTOR MUST IMMEDIATELY PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THAT CONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. THE CONTRACTOR MUST MAINTAIN SPILL PREVENTION & RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY THE CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION & RESPONSE PROCEDURES. 0 SCALE: 1" = 20' 20 20510 C-801 SOIL EROSION AND SEDIMENT CONTROL PLAN 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 06/12/2024 REV. PER CLIENT COMMENTS CM JH/ BC 08/22/2024 REV. PER CLIENT COMMENTS CC JH/BC 08/22/2024 PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR G:\2023\NJD230089.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-SITE-NJD230089.00-2A----->LAYOUT: C-801 EROS CM THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NJD230089.00-2A JK JH/BC 01/03/2024 P-CIVL-SITE PRELIMINARY & FINAL MAJOR SITE PLAN WONDER GROUP, INC. PROPOSED SITE IMPROVEMENTS MAP: 79 | BLK: 152.01 | LOT: 1445.01 481 EAGLE ROCK AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org NJ CERT. OF AUTHORIZATION NO. 24GA28161700 & MH000122 BOHLER ENGINEERING NJ, LLC 30 GARBER SQUARE RIDGEWOOD, NJ 07450 Phone: (551)

ETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org NJ CERT. OF AUTHORIZATION NO. 24GA28161700 & MH000122 BOHLER ENGINEERING NJ, LLC 30 GARBER SQUARE RIDGEWOOD, NJ 07450 Phone: (551) 307-1400 www.BohlerEngineering.com ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PROFESSIONAL ENGINEER B.S. CROWDER NEW JERSEY LICENSE No. 52263 PENNSYLVANIA LICENSE No. 086764 NEW YORK LICENSE No. 100802 TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER KEY MAP SCALE = 1" = 150' BOONTON - URBAN LAND, BOONTON SUBSTRATUM COMPLEX, 8 TO 15 PERCENT SLOPES URBAN LAND, BOONTON SUBSTRATUM, 0 TO 8 PERCENT SLOPES SF SF SF SF SF LEGEND PROPOSED TEMPORARY STOCK PILE SILT FENCE LIMIT OF DISTURBANCE TREE PROTECTION FENCE DUST CONTROL SF LOD TPF DC BouC URBONB EXISTING PAVEMENT TO ACT AS CONSTRUCTION ENTRANCE/ EXIT

C-802 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SESC COMPACTION NOTE THE SUBJECT SITE IS LOCATED IN PLANNING AREA-1 AND IS DEVELOPED UNDER EXISTING CONDITIONS. BASED ON THE NEW JERSEY DEPARTMENT OF AGRICULTURE STATE SOIL CONSERVATION COMMITTEE TECHNICAL BULLETIN, EFFECTIVE MARCH 2018, THE SOIL COMPACTION REQUIREMENTS ARE NOT APPLICABLE. SOIL DE-COMPACTION AND TESTING REQUIREMENTS (www.nj.gov/agriculture/divisions/anr/nrc/njerosion.html) (12/8/2017) SOIL COMPACTION TESTING REQUIREMENTS 1. SUBGRADE SOILS PRIOR TO THE APPLICATION OF TOPSOIL (SEE PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL REQUIREMENTS) MUST BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0 INCHES TO ENHANCE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. 2. AREAS OF THE SITE WHICH ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY DENOTED ON THE CERTIFIED SOIL EROSION CONTROL PLAN. 3. COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. A COPY OF THE PLAN OR PORTION OF THE PLAN MUST BE USED TO MARK LOCATIONS OF TESTS, AND ATTACHED TO THE COMPACTION MITIGATION VERIFICATION FORM, AVAILABLE FROM THE LOCAL SOIL CONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO RECEIVING A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT. 4. IN THE EVENT THAT TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLDS INDICATED FOR THE SIMPLIFIED TESTING METHODS (SEE DETAILS BELOW), THE CONTRACTOR/OWNER SHALL HAVE THE OPTION TO PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE PLAN (EXCLUDING EXEMPT AREAS), OR (2) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE COMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTED AREAS WOULD REQUIRE COMPACTION MITIGATION. ADDITIONAL DETAILED TESTING MUST BE PERFORMED BY A TRAINED, LICENSED PROFESSIONAL. COMPACTION TESTING METHODS A. PROBING WIRE TEST (SEE DETAIL) B. HAND-HELD PENETROMETER TEST (SEE DETAIL) C. TUBE BULK DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED D. NUCLEAR DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED) NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE A DRY WEIGHT, SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED SUBJECT TO DISTRICT APPROVAL. SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN SUBSOIL COMPACTION REMEDIATION (SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) OR SIMILAR) IS

DENSITY MEASUREMENT MAY BE ALLOWED SUBJECT TO DISTRICT APPROVAL. SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN SUBSOIL COMPACTION REMEDIATION (SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) OR SIMILAR) IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION. PROCEDURES FOR SOIL COMPACTION MITIGATION PROCEDURES MUST BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. RESTORATION OF COMPACTED SOILS MUST BE THROUGH DEEP SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER MAYBE SUBSTITUTED SUBJECT TO DISTRICT APPROVAL. REQUIREMENTS FOR LAND GRADING (O009902-01/18) THE CONTRACTOR MUST COMPLY WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY (SSESCNJ) IN GENERAL, AND FOR LAND GRADING MORE SPECIFICALLY, CHAPTER 19. THESE REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING SUMMARY: 1. SUBGRADE SOILS, PRIOR TO THE APPLICATION OF TOPSOIL, MUST BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0 INCHES TO ENHANCE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. 2. SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN SUBSOIL COMPACTION REMEDIATION (SCARIFICATION/TILLAGE (6” MINIMUM DEPTH) OR SIMILAR) IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION, AND PERFORMED JUST PRIOR TO PLACEMENT OF TOPSOIL AND SEEDING. 3. AREAS OF THE SITE WHICH ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY DENOTED ON THE SOIL EROSION AND SEDIMENT CONTROL PLAN. 4. COMPACTION TESTING LOCATION ARE DENOTED ON THE PLAN. A COPY OF THE PLAN, OR PORTION OF THE PLAN, MUST BE USED TO MARK LOCATIONS OF TESTS AND BE ATTACHED TO THE COMPACTION MITIGATION VERIFICATION FORM, AVAILABLE AT THE LOCAL SOIL CONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO RECEIVING A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT OR AGENCY HAVING JURISDICTION. 5. SOIL COMPACTION REMEDIATION OR TESTING TO PROVE REMEDIATION IS NOT NECESSARY IS REQUIRED IN AREAS WHERE PERMANENT VEGETATION IS TO BE ESTABLISHED THAT ARE NOT OTHERWISE EXEMPTED BY THE SSESCNJ. TESTING METHOD IS TO BE SELECTED, AND SOIL COMPACTION TESTING IS TO BE PERFORMED BY THE CONTRACTOR OR OTHER PROJECT OWNER'S REPRESENTATIVE (E.G., ENGINEER). 6. A MINIMUM OF TWO (2)

TED BY THE SSESCNJ. TESTING METHOD IS TO BE SELECTED, AND SOIL COMPACTION TESTING IS TO BE PERFORMED BY THE CONTRACTOR OR OTHER PROJECT OWNER'S REPRESENTATIVE (E.G., ENGINEER). 6. A MINIMUM OF TWO (2) TESTS ARE TO BE PERFORMED FOR PROJECTS WITH AN OVERALL LIMIT OF DISTURBANCE OF UP TO ONE (1) ACRE AND AT A RATE OF TWO (2) TESTS PER ACRE OF THE OVERALL LIMIT OF DISTURBANCE FOR LARGER AREAS WHICH ARE TO BE EVENLY DISTRIBUTED OVER THE AREA OF DISTURBANCE SUBJECT TO TESTING. 7. TESTS ARE TO BE PERFORMED IN AREAS REPRESENTATIVE OF THE CONSTRUCTION ACTIVITY PREVAILING IN THE AREA. 8. IN THE EVENT THIS TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLDS INDICATED FOR THE TESTING METHOD, THE CONTRACTOR/OWNER WILL HAVE THE OPTION TO PERFORM COMPACTION MITIGATION OVER THE ENTIRE DISTURBED AREA (EXCLUDING EXEMPT AREAS) OR TO PERFORM ADDITIONAL TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE COMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTED AREAS WOULD REQUIRE COMPACTION MITIGATION. 9. SOIL TEST METHOD OPTIONS - THE OPTIONS THAT ARE PERMITTED ARE CONTAINED IN THE SSESCNJ, CHAPTER 19, WHICH PROVIDES SPECIFICATIONS FOR EACH OPTION THAT MUST BE FOLLOWED. THE OPTIONS INCLUDE THE FOLLOWING: A. PROBING WIRE TEST METHOD B. HANDHELD SOIL PENETROMETER TEST METHOD C. TUBE BULK DENSITY TEST METHOD D. NUCLEAR DENSITY TEST METHOD MAXIMUM DRY BULK DENSITIES (GRAMS/CUBIC CENTIMETER) BY SOIL TYPE SOURCE: USDA NATURAL RESOURCE CONSERVATION SERVICE, SOIL QUALITY INFORMATION SHEET, SOIL QUANTITY RESOURCE CONCERNS: COMPACTION, APRIL 1996. E. ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE A DRY WEIGHT, SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED, SUBJECT TO DISTRICT PRE-APPROVAL. 10. PROCEDURES FOR SOIL COMPACTION MITIGATION IF SUBGRADE SOILS ARE DETERMINED TO BE EXCESSIVELY COMPACTED BY TESTING OPTION INDICATED ABOVE, PROCEDURES MUST BE IMPLEMENTED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. RESTORATION OF COMPACTED SOILS IS TO BE THROUGH DEEP SCARIFICATION/TILLAGE (6” MINIMUM DEPTH) WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.) OR IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER. 11. INSTALLATION REQUIREMENTS A. TIMBER, LOGS, BRUSH, RUBBISH, ROCKS, STUMPS AND VEGETATIVE