Site Plans

PRELIMINARY AND FINAL SITE PLAN R Know what's below. Callbefore you dig. PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: D1D04BF9-1B5C-42D6-BFBB-04E6737374A4 SP-51 SHEET 51 OF 60

PRELIMINARY AND FINAL SITE PLAN R Know what's below. Callbefore you dig. PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: D1D04BF9-1B5C-42D6-BFBB-04E6737374A4 SP-52 SHEET 52 OF 60

PRELIMINARY AND FINAL SITE PLAN R Know what's below. Callbefore you dig. PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: D1D04BF9-1B5C-42D6-BFBB-04E6737374A4 SP-53 SHEET 53 OF 60

PRELIMINARY AND FINAL SITE PLAN R Know what's below. Callbefore you dig. PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: D1D04BF9-1B5C-42D6-BFBB-04E6737374A4 SP-54 SHEET 54 OF 60

W W W Docusign Envelope ID: 1D90532D-13B2-4B20-B09E-14585552A3CB W W W INV: 544.0 W W CASCADE SEPARATOR MTD-19 W W 8 54 W 552 54 W 6 W W HEADWALL WITH STONE RIP RAP # B1-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" 35 LF 24" HDPE S = 9.26% INV: 544.50 550 54 548 W 4 55 W 0 546 544.5 W 55 W W W W W W W W 0 W W W W B-INLET (K-1) TG:546.57 (K-2) INV. IN: 544.27 INV. OUT: 544.27 54 W 8 W CASCADE SEPARATOR MTD-20 HEADWALL WITH STONE RIP RAP # B2-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" W 54 W W W W W 8 W W 22 LF 15" HDPE S = 0.45% INV: 544.50 W 546 W 6 LF 15" HDPE S = 1.5% W 540 HEADWALL WITH STONE RIP RAP # B2-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W 554 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 S = 0.4 % W 2 W 550 55 PAUL W. ANDERSON W W 95 LF 36" HDPE S = 5.0% W W 546 W B-INLET (K-2) TG:546.67 INV. OUT: 544.37 544.5 546 546 544 W W W W W 540 W W W 546 8 53 W 115 LF 15" HDPE S = 2.17 % 143 LF 15" HDPE S = 3.6 % W 546 Anderson Consulting Services LLC 536 534 540 544 532 INV: 530.5 W OUTLET STRUCTURE (#1) TG: 546.0 8"x48" OPENING: 544.4 10" ORIFICE: 544.0 15" HDPE OUT: 533.0 544 542 HEADWALL WITH STONE RIP RAP # B1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" PWA Checked by ESHWT: N/E @ 538.0 INF: 0.18 IN/HR @ 540.0 PWA 100 YEAR DESIGN FLOOD ELEVATION: 545.76 (NAVD1988) Designed by 2 YEAR DESIGN FLOOD ELEVATION: 545.16 (NAVD1988) Date 36" THROUGH EMBANKMENT OUTLET STRUCTURE (#1) TG: 546.0 8"x48" OPENING: 544.4 10" ORIFICE: 544.0 INV OUT: 533.0 15" HDPE PIPE Proj. No. 100 YEAR DESIGN FLOOD ELEVATION: 545.11 2 YEAR DESIGN FLOOD (NAVD1988) ELEVATION: 544.02 (NAVD1988) 10 YEAR DESIGN FLOOD ELEVATION: 544.34 TP-25 EX. ELEV: 544.0 (NAVD1988) 15" THROUGH EMBANKMENT BCA 12 EX. ELEV: 541.0 ESHWT: 534.00 INF: 2.02 IN/HR @ 536.0 Drawn by 54 0 AS SHOWN W W 542 Scale W 542 W W W OUTLET STRUCTURE (#2) TG: 545.5 18" SHARP CRESTED WEIR: 545.2 15" HDPE OUT: 538.89 70 LF 15" HDPE S = 2.7 % MH RIM: 541.0 INV: 537.0 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W W W W 544 W W W W 15 LF 15" HDPE S = 0.67% EXISTING GRADE EXISTING GRADE 10 YEAR DESIGN

: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W W W W 544 W W W W 15 LF 15" HDPE S = 0.67% EXISTING GRADE EXISTING GRADE 10 YEAR DESIGN FLOOD ELEVATION: 545.40 (NAVD1988) 2' WIDE CONCRETE CORE 15" THROUGH EMBANKMENT PROPOSED GRADE 6" SAND LAYER PERMEABILITY 10.0in/hr MAX TP-27 EX. ELEV: 543.0 ESHWT: N/E @ 530.0 INF: 1.58 IN/HR @ 539.0 15 EX. ELEV: 546.0 ESHWT: 539.0 INF: 0.62 IN/HR @ 541.0 18 EX. ELEV: 547.0 ESHWT: 541.00 INF: 0.71 IN/HR @ 543.0 TP-24 EX. ELEV: 546.0 ESHWT: N/E @ 538.0 INF: 0.81 IN/HR @ 540.5 16 EX. ELEV: 543.0 ESHWT: N/E @ 538.0 INF: 0.09 IN/HR @ 540.0 14 EX. ELEV: 544.0 ESHWT: 536.00 INF: 0.82 IN/HR @ 538.0 13 EX. ELEV: 541.0 ESHWT: 534.00 INF: 0.66 IN/HR @ 536.0 Know what's below. Callbefore you dig. 6" SAND LAYER PERMEABILITY 10.0in/hr MAX 15" THROUGH EMBANKMENT 7 EX. ELEV: 550.0 ESHWT: 542.00 INF: 0.27 IN/HR @ 544.0 TP-A2 EX. ELEV: 545.0 ESHWT: 538.0 INF: 0.64 IN/HR @ 540.0 TP-A1 EX. ELEV: 544.0 ESHWT: 537.0 INF: 1.39 IN/HR @ 539.0 BASIN #1 - KUZIK ROAD R TP-26 EX. ELEV: 538.0 ESHWT: N/E @ 525.0 INF: N/A 11 EX. ELEV: 543.0 ESHWT: 534.00 INF: 1.87 IN/HR @ 538.0 8 EX. ELEV: 550.0 ESHWT: 542.00 INF: 0.17 IN/HR @ 543.0 6 EX. ELEV: 548.0 ESHWT: 540.00 INF: 0.79 IN/HR @ 542.0 TP-B2 EX. ELEV: 547.0 ESHWT: 538.0 INF: 0.89 IN/HR @ 540.0 TP-B1 EX. ELEV: 545.0 ESHWT: 537.0 INF: 1.12 IN/HR @ 539.0 5 EX. ELEV: 546.0 ESHWT: 538.00 INF: 1.22 IN/HR @ 540.0 PRELIMINARY AND FINAL SITE PLAN PROPOSED GRADE BASIN #2 - KUZIK ROAD SP-55 SHEET 55 OF 60

Docusign Envelope ID: 1D90532D-13B2-4B20-B09E-14585552A3CB W W W W W W W W W W W S W S S W S W 6 W W STORM MANHOLE S 59 4 W S W S W W S W S W W W W S W W W S W W S W W W 10 YEAR DESIGN FLOOD ELEVATION: 577.06 (NAVD1988) TP-G2 EX. ELEV: 538.0 ESHWT: N/E @ 522.0 INF: 0.74 IN/HR @ 529.0 TP-G1 EX. ELEV: 534.0 ESHWT: N/E @ 519.0 INF: 0.95 IN/HR @ 528.0 BASIN #7 - WARNER ROAD R Know what's below. Callbefore you dig. TP-E2 EX. ELEV: 586.00 ESHWT: 577.00 INF: 0.69 IN/HR @ 579.0 35 EX. ELEV: 594.00 ESHWT: NE @ 585.00 INF: 0.82 IN/HR @ 588.0 36 EX. ELEV: 586.00 ESHWT: 577.00 INF: 0.5 IN/HR @ 579.0 37 EX. ELEV: 594.00 ESHWT: NE @ 588.00 INF: 0.63 IN/HR @ 589.0 TP-E1 EX. ELEV: 590.00 ESHWT: 583.00 INF: 0.61 IN/HR @ 585.0 ROAD D POROUS PAVEMENT BASIN 11 TP-D1 EX. ELEV: 578.00 ESHWT: 568.00 INF: 0.64 IN/HR @ 570.0 6" SAND LAYER PERMEABILITY 10.0in/hr MAX PWA Checked by 100 YEAR DESIGN FLOOD ELEVATION: 578.30 (NAVD1988) 15" THROUGH WALL 6" SAND LAYER PERMEABILITY 10.0in/hr MAX PWA 2 YEAR DESIGN FLOOD ELEVATION: 576.51 (NAVD1988) PROPOSED GRADE Date OUTLET STRUCTURE (#7) TG: 533.0 4" ORIFICE: 531.35 INV OUT: 531.0 15" HDPE PIPE Designed by 2 YEAR DESIGN FLOOD ELEVATION: 590.61 (NAVD1988) BCA 100 YEAR DESIGN FLOOD ELEVATION: 592.06 (NAVD1988) Drawn by 10 YEAR DESIGN FLOOD ELEVATION: 591.27 (NAVD1988) Proj. No. W SAN-MH 10 RIM:592.27 INV. IN: 577.43 38 EX. ELEV: 578.00 ESHWT: NE @ 573.00 INF: 0.45 IN/HR @ 575.0 ROAD D BASIN BASIN 10 PRELIMINARY AND FINAL SITE PLAN W Anderson Consulting Services LLC W S W W S W W S W S W S W B-INLET (D-14) TG:593.00 INV. OUT: 590.00 15" THROUGH EMBANKMENT 39 EX. ELEV: 537.0 ESHWT: N/E @ 528.0 INF: 0.81 IN/HR @ 530.0 S 580 213 LF 8" SDR-35 PVC S = 2.00% W S W W S W W 57 FILTERRA OUTLET STRUCTURE (#7) TG: 533.0 4" ORIFICE: 531.35 INV OUT: 531.0 15" HDPE PIPE 100 YEAR DESIGN FLOOD ELEVATION: 533.03 (NAVD1988) 2 YEAR DESIGN FLOOD ELEVATION: 531.61 (NAVD1988) S W w S W W 73 LF 15" HDPE S = 7.85 % 582 84 LF 15" HDPE S = 3.75 % W W W W W 10 YEAR DESIGN FLOOD ELEVATION: 532.04 (NAVD1988) S W W w W W W B-INLET (D-13) TG:593.00 INV. OUT: 590.00 CASCADE SEPARATOR TG:534.00 EXISTING GRADE S S S W W S W W W W W STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):590.0 INV: 590.0 STORM MANHOLE RIM:

W B-INLET (D-13) TG:593.00 INV. OUT: 590.00 CASCADE SEPARATOR TG:534.00 EXISTING GRADE S S S W W S W W W W W STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):590.0 INV: 590.0 STORM MANHOLE RIM: 593.55 (CB-73)INV(IN):590.10 (CB-74)INV(IN):590.10 INV: 590.20 OUTLET STRUCTURE (#7) TG: 533.00 12" ORIFICE: 531.38 INV: 531.0 (15" OUT) 532 S W W S W W W W 56 LF 12" POROUS HDPE S=0% HEADWALL WITH STONE RIP RAP # B7 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" W S W W W 34 LF 24" HDPE S = 0.87% INV: 531.00 S W S W CASCADE SEPARATOR MTD-2 w W 20 LF 18" HDPE S = 1.00% S W W W 536 S S W W W STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") 584 S S W W W 5 LF 15" SOLID HDPE S = 1.0 % WETLANDS EDUCATIONAL SIGN 5 LF 15" HDPE S = 1.05% B-INLET (CB-41) TG:594.94 INV(OUT):590.05 S S W S W W B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 S W W W 538 OCS-10 TG:577.50 42"x12" OPENING: 576.25 INV. OUT: 573.75 S W W 80 LF 12" POROUS HDPE S=0% 534 S W W FF:618.0 GF:597.0 AS SHOWN W W 596 540 INV: 576.00 11 LF 15" SOLID HDPE S = 1.0 % FF:618.0 Scale W W PROPOSED HEADWALL WITH LEVEL SPREADER 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W S 17 LF 15" HDPE S = 1.16% CASCADE SEPARATOR MTD-1 58 LF 15" HDPE S = 1.03% S S S W W W 175 LF 15" SOLID HDPE S = 1.0 % S S W W W S W W-2 TG:535.00 (W-3) INV. IN: 532.92 INV. OUT: 532.82 INV: 576.00 STONE RIP RAP # B10-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" SAN-MH 11 RIM:596.54 INV. OUT: 581.69 S S W 532 W 22 LF 15" HDPE S = 1.00% 542 W-1 TG:535.00 (W-2) INV. IN: 532.60 INV. OUT: 532.50 B-INLET (D-6) TG:580.29 (D-5) INV. IN: 575.15 INV. OUT: 576.13 STORM MH RIM: 597.0 INV: 590.0 (12" OUT) INV: 590.0 (12" IN) S W W STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) S W 534 W 546 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W 552 W W 550 W W 546 548 .1 W 6 53 W 17 LF 12" POROUS HDPE S=0% S 153 LF 15" HDPE S = 5.88% STONE RIP RAP # B10-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" 107 LF 15" HDPE S = 1.03% S W 8 S W GD W 110 LF 15" HDPE S = 2.65% S W W B-INLET (W-3.1) TG:546.33 INV. OUT: 543.33 W 544 DIN W W 548 59 S W W OUTLET STRUCTURE

RMATION D50 = 6" 107 LF 15" HDPE S = 1.03% S W 8 S W GD W 110 LF 15" HDPE S = 2.65% S W W B-INLET (W-3.1) TG:546.33 INV. OUT: 543.33 W 544 DIN W W 548 59 S W W OUTLET STRUCTURE (#11) RIM: 597.0 T' WEIR: 590.10 INV: 590.00 (15" OUT) INV: 590.00 (12" IN) S W W W 2 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 IL BU W W W 54 540 B-INLET (D-8) TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 ENCASE PIPE IN CEMENT UNDER WALL PAUL W. ANDERSON W W W 538 19 LF 15" SOLID HDPE S = 3.42 % S W W W 24 LF 15" HDPE S = 5.32% 544 550 CASCADE SEPARATOR MTD-36 W W W W 548 546 W W W W 550 B-INLET (D-13) TG:593.00 INV. OUT: 590.00 D-10 TG:603.50 (D-11) INV. IN: 597.40 (D-9) INV. IN: 597.40 INV. OUT: 597.30 W 552 W W W W B-INLET (W-3) TG:546.31 (W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 W W STRUCTURE - (368) TG:598.40 (D-10) INV. IN: 594.40 INV. OUT: 594.30 W 60 0 W W 4 W W 55 (CB-73)INV(IN):590.10 (CB-74)INV(IN):590.10 INV: 590.20 W W 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % SP-56 SHEET 56 OF 60

CASCADE SEPARATOR MTD-20 HEADWALL WITH STONE RIP RAP # B2-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" INV: 544.50 6 LF 15" HDPE S = 1.5% W W W W W W W W W W W W W W 175 LF 15" SOLID HDPE S = 1.0 % W W S S W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY W W S 8 542 540 INV: 578.5 W 53 OUTLET STRUCTURE (#2) TG: 545.5 18" SHARP CRESTED WEIR: 545.2 15" HDPE OUT: 538.89 70 LF 15" HDPE S = 2.7 % MH RIM: 541.0 INV: 537.0 544 542 HEADWALL WITH STONE RIP RAP # B1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" 8 STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) 546 115 LF 15" HDPE S = 2.17 % 59 W 534 536 546 544 W 544.5 546 546 532 INV: 530.5 15 LF 15" HDPE S = 0.67% OUTLET STRUCTURE (#11) RIM: 597.0 T' WEIR: 590.10 INV: 590.00 (15" OUT) INV: 590.00 (12" IN) W OUTLET STRUCTURE (#1) TG: 546.0 8"x48" OPENING: 544.4 10" ORIFICE: 544.0 15" HDPE OUT: 533.0 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. (K-2) INV. IN: 544.27 INV. OUT: 544.27 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 540 PAUL W. ANDERSON Docusign Envelope ID: 1D90532D-13B2-4B20-B09E-14585552A3CB W 596 540 80 LF 12" POROUS HDPE S=0% W W 143 LF 15" HDPE S = 3.6 % PWA Checked by Proj. No. MH RIM:541.0 INV:537.0 (OUT) Date EXISTING GRADE AS SHOWN PWA Designed by TG: 545.5 INV:538.89 (OUT) BCA 589.25 Drawn by 2' WIDE CONCRETE CORE Scale MH RIM:597.0 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com OUTLET STRUCTURE #1 TG:545.20 6" ORIFICE: 544.25 15" HDPE OUT: 533.0 5 LF 15" SOLID HDPE Anderson Consulting Services LLC WETLANDS 532.0 530.5 15" HDPE S = 2.17% 580.8 530.3 578.5 15" HDPE S = 2.7% BASIN #1 - DISCHARGE PROFILE R Know what's below. Callbefore you dig. BASIN #2 - DISCHARGE PROFILE BASIN #11 - DISCHARGE PROFILE BASIN #10 - DISCHARGE PROFILE PRELIMINARY AND FINAL SITE PLAN 578.7 15" RCP S = 1.0% SP-57 SHEET 57 OF 60