Site Plans

W CASCADE SEPARATOR MTD-29 73 LF 15" HDPE S = 3.43% 8 2 S W 2 PROPOSED HYDRANT VALVE PROPOSED IN LINE WATER VALVE 59 596 59 6 w 0 596 206 LF 15" HDPE S = 1.00% 00 w 65 LF 15" HDPE S = 3.08% 60 FILTERRA MTD-9 60 0 FILTERRA MTD-11 0 59 58 586 584 22 LF 15" HDPE S = 1.00% B-INLET (C-4) TG:599.50 INV. OUT: 596.50 600 W W 5 F: PROP. HYD #4 MANHOLE (K-MH.12) TG:599.39 (K-13) INV. IN: 588.81 INV. OUT: 588.71 W 582 580 8 57 Call before you dig. w G 59 602 S W Know what's below. 602 PROPOSED IN LINE WATER VALVE W B-INLET (K-15) TG:591.20 (C-1) INV. IN: 588.30 INV. OUT: 588.20 FF:619.0 C BUILDING 30 LF 12" POROUS HDPE S = 0.1 % B-INLET TG: 602.0 CASCADE INV: 600.5 SEPARATOR MTD-31 M. B-INLET (C-2) TG:597.00 (C-4) INV. IN: 594.00 (C-3) INV. IN: 594.00 INV. OUT: 593.90 2 0 PROP. HYD #3 602 w ST 60 FF:606.0 PROPOSED HYDRANT 594.5 GF:VALVE 590 w W R MANHOLE RIM: 602.5 INV: 600.0 604 594 MANHOLE (K-MH.8) TG:581.43 INV. IN: 577.10 INV. OUT: 577.00 MATCHLINE SP-20 604 PROP. HYD #2 113 LF 15" HDPE S = 6.53% 130 LF 15" HDPE S = 1.6% W 604 CASCADE SEPARATOR MTD-30 B-INLET (K-9) TG:588.90 (K-MH.11) INV. IN: 584.60 (K-10) INV. IN: 585.64 INV. OUT: 584.50 60 . 7 9 OUTLET STRUCTURE (#6) TG: 602.0 6" WEIR: 600.02 4" HDPE IN: 600.0 6" HDPE OUT: 600.0 MANHOLE RIM: 588.0 INV: 579.0 ST COMP. w OUTLET STRUCTURE (#5) TG: 589.5 4' WEIR: 579.25 15" HDPE IN: 579.0 15" HDPE OUT: 579.0 W ST B 588 210 LF 12" POROUS HDPE S=0% MANHOLE RIM: 602.4 INV: 600.0 28 LF 12" POROUS HDPE S = 0.0 % 586 27 LF 12" POROUS HDPE S = 0.1 % 4 ST Scale ST BUILDING B-INLET TG: 585.0 INV: 579.5 60 ST ST 67 LF 12" POROUS HDPE S = 0.0 % Drawn by W 4 Anderson Consulting Services LLC ST ST W 60 ST 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com ST ST Date W ST IL MAHDPE S = 0.0 % 260 LF 12" POROUS HDPE S = 0.0 % MANHOLE RIM: 588.0 INV: 579.0 E-INLET TG: 607.0 INV: 605.32 ST ST MWL DEVICE MTD-5 INV(IN): 605.0 INV(OUT): 602.62 5w 80 SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 PRELIMINARY AND FINAL SITE PLAN W ST ST MANHOLE RIM: 604.9 INV: 600.0 10 LF 8" HDPE S = 0.6 % ST 61 4 606 G W 616 ST IN D 578 CO INV:602.12 307 LF 15" HDPE S =0.5 % ST BU 576 MWL

8 PRELIMINARY AND FINAL SITE PLAN W ST ST MANHOLE RIM: 604.9 INV: 600.0 10 LF 8" HDPE S = 0.6 % ST 61 4 606 G W 616 ST IN D 578 CO INV:602.12 307 LF 15" HDPE S =0.5 % ST BU 576 MWL DEVICE MTD-6 INV(IN):609.0 INV(OUT):606.62 612 IN G 60 2 W 60 0 586 584 582 MANHOLE RIM: 605.0 INV(15" IN): 600.2 INV: 600.0 580 0 58 E-INLET TG: 617.0 INV: 615.08 BU ILD 8 C 59 58 59 W 59 6 590 59 60 60 5 LF 8" HDPE S = 2.0 % PROP. HYD #6 PROPOSED HYDRANT VALVE MWL DEVICE MTD-7 170 LF 15" HDPE INV(IN): 615.0 S = 0.3 % INV(OUT): 613.6 4 LF 8" HDPE S = 2.0 % W 0 60 36 LF 8" HDPE S = 2.0 % w 2 61 DROP CO INV(IN): 613.5 INV(OUT): 601.23 618 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 20 LF 8" HDPE S = 2.0 % MWL DEVICE MTD-8 INV(IN): 615.0 INV(OUT): 613.6 E-INLET TG: 617.0 INV: 615.72 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 DROP CO INV(MAIN): 600.59 INV(IN): 613.2 PAUL W. ANDERSON Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B MATCHLINE SP-20 SP-19 SHEET 19 OF 60

W 564 TG: 562.0 INV: 559.1 MANHOLE (A-MH.1) TG:560.44 (A-1.1) INV. IN: 553.42 (OCS-3) INV. IN: 556.40 INV. OUT: 556.30 560 56 56 56 LF 12" HDPE S = 2.8% 8 6 55 W 55 FILTERRA MTD-18 0 FF:563.0 55 4 W 558 W 115 LF 24" HDPE S = 9.26% W 55 2 W INV: 544.0 B-INLET (W-3) TG:546.31 (W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 552 558 26 LF 4" HDPE S = 0.4 % 550 550 6 54 Know what's below. Call before you dig. W 8 54 R SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. PWA Checked by Scale PWA Designed by AS SHOWN 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com BCA Drawn by Date 544 W 554 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % 548 546 W 550 95 LF 36" HDPE S = 5.0% OUTLET STRUCTURE (#3) TG: 563.2 DOG PARK 4' WEIR: 559.22 56 559.0 4" HDPE5IN: 12" HDPE OUT: 559.0 B-INLET (W-4.1) TG:558.76 INV. OUT: 555.76 W B-INLET (K-4) TG:553.34 (A-7) INV. IN: 550.34 INV. OUT: 549.04 560 55 6 W B-INLET (K-3) TG:553.34 (K-MH.5) INV. IN: 548.82 (K-4) INV. IN: 548.82 INV. OUT: 548.72 2 22 LF 15" HDPE S = 1.08% W 4 Proj. No. W W W W W W 114 LF 15" HDPE S = 3.05% W 33 LF 15" HDPE S = 3.07% W 564 B-INLET (W-4) TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 2 55 B-INLET (W-5.1) TG:568.45 INV. OUT: 565.45 W 564 B-INLET FF:564.0 FILTERRA MTD-17 564 562 E-INLET (A-1.1) TG:561.76 (A-1) INV. IN: 554.64 (OVERFLOW) INV. IN: 554.64 INV. OUT: 554.54 56 160 LF 15" HDPE S = 2.95% CASCADE SEPARATOR MTD-26 18 LF 15" HDPE S = 1.00% W 43 LF 15" HDPE S = 1.01% FF:564.0 6 W 6 B-INLET (A-1) TG:563.10 (A-2) INV. IN: 559.50 (A-4) INV. IN: 555.20 INV. OUT: 555.10 PRELIMINARY AND FINAL SITE PLAN W W 8 W 566 4 FILTERRA MTD-16 55 570 5W6 8 56 135 LF 15" HDPE S = 7.29% 56 B-INLET (A-7) TG:557.55 (A-6) INV. IN: 553.93 INV. OUT: 553.83 58 6 8 58 B-INLET (W-5) TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 56 20 LF 15" HDPE S = 1.02% 572 85 LF 15" HDPE S = 1.87% 562 560 558 B-INLET (A-6) TG:557.28 (A-5) INV. IN: 554.28 INV. OUT: 554.18 564 FILTERRA MTD-15 8 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 59 6 0 59 574 574 187 LF 15" HDPE S = 4.39% 0 42 LF 15" HDPE S = 4.86% 590 w 576 W w w 81

V. IN: 554.28 INV. OUT: 554.18 564 FILTERRA MTD-15 8 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 59 6 0 59 574 574 187 LF 15" HDPE S = 4.39% 0 42 LF 15" HDPE S = 4.86% 590 w 576 W w w 81 LF 15" HDPE S = 7.35% 2 57 57 W 143 LF 15" HDPE S = 1.00% OUTLET STRUCTURE (#4) TG: 578.2 4' WEIR: 574.0 6" ORIFICE: 572.5 15" HDPE IN: 572.0 15" HDPE OUT: 572.0 W 560 PROP. HYD #1 55 w 598 59 2 598 578 B-INLET (W-6) TG:573.60 (K-MH.17) INV. IN: 570.24 (OCS8) INV. IN: 570.24 INV. OUT: 570.14 4 566 w 2 PROPOSED HYDRANT VALVE 57 CASCADE SEPARATOR MTD-27 564 56 0 A-2 TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 56 6 48 LF 15" HDPE S = 1.24% 57 568 PROPOSED IN LINE WATER562 VALVE B-INLET (A-4) TG:559.87 INV. OUT: 556.87 168 LF 15" HDPE S = 3.55% 234 LF 15" HDPE S = 0.0% 4 2 578 W-9 TG:576.50 INV. OUT: 573.50 576 57 56 12" DISTRIBUTION PIPES (TYP) C.O. INV(IN):573.0 INV(OUT):569.2 Anderson Consulting Services LLC W W W W W W W 568 564 MANHOLE (K-MH.5) TG:558.53 (K-6) INV. IN: 553.74 INV. OUT: 553.64 576 574 572 RY NITA A S % -35 SDR S = 0.5 " 8 S VC F L 74 ER P SEW MANHOLE (K-MH.17) TG:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 8 57 57 2 570 E-INLET (A-5) TG:559.50 INV. OUT: 556.50 6 4 57 B-INLET (K-7) TG:567.50 (K-7.1) INV. IN: 564.50 INV. OUT: 564.40 566 S W 580 578 4 56 570 57 140 LF 15" HDPE S = 6.75% W 140 LF 15" HDPE S = 7.50% A-E TG:573.50 INV. OUT: 572.0 CASCADE SEPARATOR MTD-32 572 30 LF 15" HDPE S = 9.03% 5 574 6 S 82 572 56 W K-16 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 W 4 22 LF 15" HDPE S = 1.00% 4 58 58 2 6 57 57 CASCADE SEPARATOR MTD-28 E-INLET (K-7.1) TG:570.25 INV. OUT: 567.25 56 8 W S 0 0 57 B-INLET (K-6) TG:567.49 (K-MH.8) INV. IN: 563.21 (K-7) INV. IN: 564.18 INV. OUT: 563.21 W 58 2 57 FILTERRA MTD-13 590 S FILTERRA MTD-10 .1 BUILDING A FF:602.0 GF:579.0 W 8 57 W W 31 LF 15" HDPE S = 2.89% BUILDING A.2 K-14.1 FF:602.0 TG:595.50 INV.GF:579.0 OUT: 592.50 S W B-INLET (K-14) TG:594.59 (k-14.1) INV. IN: 591.59 INV. OUT: 590.30 SAN-MH7 RIM:599.38 INV. IN: 587.55 INV. OUT: 587.45 594 22 LF 15" HDPE S = 1.82% 592 584 W 596 600 B-INLET (K-10) TG:588.86 INV. OUT: 585.86 W 6 580 136 LF 15" HDPE S = 1.43% 258 LF 8" SDR-35 PVC S = 1.00% MANHOLE

: 587.55 INV. OUT: 587.45 594 22 LF 15" HDPE S = 1.82% 592 584 W 596 600 B-INLET (K-10) TG:588.86 INV. OUT: 585.86 W 6 580 136 LF 15" HDPE S = 1.43% 258 LF 8" SDR-35 PVC S = 1.00% MANHOLE (K-MH.11) TG:597.10 (K-MH.12) INV. IN: 586.65 (OCS-6) INV. IN: 594.10 INV. OUT: 586.55 SAN-MH8 RIM:594.86 INV. OUT: 590.13 W 22 LF 15" HDPE S = 1.00% 69 LF 15" HDPE S = 7.00% S W w CASCADE SEPARATOR MTD-29 22 LF 15" HDPE S = 1.00% 596 FILTERRA MTD-12 w 132 LF 8" SDR-35 PVC S = 1.00% W 588 582 W W 594 592 590 W 596 594 2 0 59 8 58 586 584 W 39 LF 6" HDPE S = 15.0% 598 w W W S W PROPOSED IN LINE WATER VALVE (TYP) w S W W W S W W W w W W PAUL W. ANDERSON W 598 596 W w W w w W 600 594 59 W w W W S W 588 W W W S S S S W W 58 W w S 59 2 S S 00 594 6 W w B-INLET (C-1) TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 596 0 S 598 2 w PROPOSED IN LINE WATER VALVE 594 W W w 8 59 60 S MANHOLE (K-MH.8) TG:581.43 INV. IN: 577.10 INV. OUT: 577.00 FILTERRA MTD-14 116 LF 15" HDPE S = 1.00% 206 LF 15" HDPE S = 1.00% S = 1.14% PROPOSED HYDRANT VALVE 600 FILTERRA MTD-11 590 w 113 LF 15" HDPE S = 6.53% 130 LF 15" HDPE S = 1.6% 158 LF 15" HDPE S = 8.72% 596 PROPOSED IN LINE WATER VALVE 59 B-INLET (K-9) TG:588.90 (K-MH.11) INV. IN: 584.60 (K-10) INV. IN: 585.64 INV. OUT: 584.50 w 602 594 MANHOLE RIM: 588.0 INV: 579.0 HYDRANT VALVE PROPOSED IN LINE WATER VALVE 602 596 SEPARATOR MTD-30 4' WEIR: 579.25 15" HDPE IN: 579.0 15" HDPE OUT: 579.0 598 Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B CASCADE SEPARATOR MTD-19 MATCHLINE SP-21 538 548 540 54 2 SP-20 SHEET 20 OF 60

Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B W B-INLET FF:564.0 FILTERRA MTD-17 55 W 4 TG: 562.0 INV: 559.1 MANHOLE (A-MH.1) TG:560.44 (A-1.1) INV. IN: 553.42 (OCS-3) INV. IN: 556.40 INV. OUT: 556.30 560 56 B-INLET (K-3) TG:553.34 (K-MH.5) INV. IN: 548.82 (K-4) INV. IN: 548.82 INV. OUT: 548.72 56 56 LF 12" HDPE S = 2.8% FF:563.0 6 55 W 8 55 FILTERRA MTD-18 2 0 558 115 LF 24" HDPE S = 9.26% W W B-INLET (K-4) TG:553.34 (A-7) INV. IN: 550.34 INV. OUT: 549.04 55 2 26 LF 4" HDPE S = 0.4 % W 550 95 LF 36" HDPE S = 5.0% INV: 544.0 OUTLET STRUCTURE (#3) TG: 563.2 DOG PARK 4' WEIR: 559.22 56 559.0 4" HDPE5IN: 12" HDPE OUT: 559.0 554 CASCADE SEPARATOR MTD-19 W 54 6 W 552 54 35 LF 24" HDPE S = 9.26% INV: 544.50 4 550 W 548 0 546 544.5 8 CASCADE SEPARATOR MTD-20 HEADWALL WITH STONE RIP RAP # B2-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" W W 54 INV: 544.50 546 W B-INLET (K-2) TG:546.67 INV. OUT: 544.37 6 LF 15" HDPE S = 1.5% W 15 LF 15" HDPE S = 0.67% 546 544 PWA 143 LF 15" HDPE S = 3.6 % 544 W 8 53 Checked by 546 Date 540 W 532 PWA W W 540 546 Proj. No. 536 534 544 115 LF 15" HDPE S = 2.17 % 542 Designed by 542 OUTLET STRUCTURE (#1) TG: 546.0 8"x48" OPENING: 544.4 10" ORIFICE: 544.0 15" HDPE OUT: 533.0 BCA 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 Drawn by W W 544 544.5 546 Anderson Consulting Services LLC 540 W 22 LF 15" HDPE S = 0.45% AS SHOWN W B-INLET (K-1) TG:546.57 (K-2) INV. IN: 544.27 INV. OUT: 544.27 HEADWALL WITH STONE RIP RAP # B2-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" Scale W W 55 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 8 54 HEADWALL WITH STONE RIP RAP # B1-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" INV: 530.5 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 2 33 LF 15" HDPE S = 3.07% 114 LF 15" HDPE S = 3.05% MATCHLINE SP-20 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 564 W E-INLET (A-1.1) TG:561.76 (A-1) INV. IN: 554.64 (OVERFLOW) INV. IN: 554.64 INV. OUT: 554.54 PAUL W. ANDERSON 564 56 160 LF 15" HDPE S = 2.95% CASCADE SEPARATOR MTD-26 18 LF 15" HDPE S = 1.00% 564 MATCHLINE SP-20 W INV. OUT: 553.83 542 8 53 538 145

INV. IN: 554.64 INV. OUT: 554.54 PAUL W. ANDERSON 564 56 160 LF 15" HDPE S = 2.95% CASCADE SEPARATOR MTD-26 18 LF 15" HDPE S = 1.00% 564 MATCHLINE SP-20 W INV. OUT: 553.83 542 8 53 538 145 LF 15" HDPE S = 3.8 % CONNECT TO EXISTING INLET INV: 526.0 R Know what's below. Call before you dig. 534 536 W FILTERRA MTD-21 B-INLET TG: 533.5 INV: 531.5 FILTERRA MTD-22 W 37 LF 15" HDPE S = 1.0 % W 536 53 4 B-INLET TG: 533.5 INV: 531.8 PRELIMINARY AND FINAL SITE PLAN W 540 W HEADWALL WITH STONE RIP RAP # B1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" SP-21 SHEET 21 OF 60

606 ST 22 LF 15" HDPE S = 1.08% 560 16 LF 8" HDPE S = 2.0 % B-INLET (W-4.1) TG:558.76 INV. OUT: 555.76 60 4 W 558 60 4 ST W 55 6 W 4 .0 7 B-INLET (C-4) 59 F: W B-INLET (K-15) TG:591.20 (C-1) INV. IN: 588.30 INV. OUT: 588.20 G W 8 W 8 8 59 596 2 6 59 59 6 53 6 4 22 LF 15" HDPE S = 1.00% W 59 6 B-INLET (C-1) TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 8 56 6 57 S 4 S W W 57 W W 2 58 W W S W PWA PWA Checked by W 570 Date S S W W S W 82 LF 12" HDPE S = 0.0% W W W W 2 57 W 570 W 8 56 W W OUTLET STRUCTURE (#8) RIM: 575.7 4' WEIR: 575.0 6" ORIFICE: 573.45 INV: 573.0 (12" IN & OUT) 42 LF 15" HDPE S = 6.57% 119 LF 15" HDPE S = 1.7 % MATCHLINE SP-23 57 4 S 4 57 576 W W CO INV: 573.0 SAN-MH3 RIM:566.76 INV. IN: 564.90 INV. OUT: 564.80 115 LF 15" SOLID HDPE S = 3.1% INV: 562.0 16 LF 12" POROUS HDPE W 22 LF 15" HDPE S = 1.00% W W W B-INLET (W-5.1) TG:568.45 INV. OUT: 565.45 INV: 562.8 STORM MANHOLE RIM: 565.8 INV:558.0 PRELIMINARY AND FINAL SITE PLAN W W W W W 8 57 W Proj. No. W W 574 4" DISTRIBUTION PIPES (TYP) 568 572 B-INLET (W-5) TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 Designed by W S 572 W 196 LF 8" SDR-35 PVC S = 2.00% 60 FT BRIDGE SPANNING WETLANDS W 81 LF 15" HDPE S = 7.35% BCA W W 48 LF 15" HDPE S = 1.24% B-INLET (W-6) TG:573.60 (K-MH.17) INV. IN: 570.24 (OCS8) INV. IN: 570.24 INV. OUT: 570.14 572 578 Drawn by 578 W 12" DISTRIBUTION PIPES (TYP) AS SHOWN 584 56 6 58 6 56 2 S Scale S 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com S Anderson Consulting Services LLC S W S W S W W-9 TG:576.50 INV. OUT: 573.50 576 562 5 8 W S 168 LF 15" HDPE S = 3.55% W Call before you dig. S 578 564 SAN-MH4 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 W C.O. INV(IN):573.0 INV(OUT):569.2 MATCHLINE CASCADE SEPARATOR MTD-34 64 W 0 566 Know what's below. 57 SAN S -35 0.5% R D S S= F 8" S 74 L ER PVC SEW MANHOLE (K-MH.17) TG:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 135 LF 15" HDPE S = 7.29% R S Y ITAR 140 LF 15" HDPE S = 7.50% A-E TG:573.50 INV. OUT: 572.0 CASCADE SEPARATOR MTD-32 B-INLET (W-9) TG: 529.80 INV. IN: 528.40 33 LF 15" HDPE S = 0.64% 0 58 8 58 S 580 578 W 580 w 150 LF

Y ITAR 140 LF 15" HDPE S = 7.50% A-E TG:573.50 INV. OUT: 572.0 CASCADE SEPARATOR MTD-32 B-INLET (W-9) TG: 529.80 INV. IN: 528.40 33 LF 15" HDPE S = 0.64% 0 58 8 58 S 580 578 W 580 w 150 LF 15" HDPE S = 1.8% FILTERRA MTD-25 8 0 59 W 58 W W CASCADE SEPARATOR TG:534.00 (W-1) INV. IN: 532.20 INV. OUT: 532.12 W 532 5 SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 w W OUTLET STRUCTURE (#7) TG: 533.00 12" ORIFICE: 531.38 INV: 531.0 (15" OUT) S 82 K-16 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 263 LF 8" SDR-35 PVC S = 2.00% W W CASCADE SEPARATOR MTD-23 HEADWALL WITH STONE RIP RAP # B7 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" W w W INV: 531.00 534 SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 0 59 4 58 6 58 57 59 2 59 2 W S W W 34 LF 24" HDPE S = 0.87% CASCADE SEPARATOR MTD-33 W W W 536 20 LF 18" HDPE S = 1.00% W-MH.2 TG:530.00 (W-MH.1) INV. IN: 528.30 (W-9) INV. IN: 528.30 (W-8) INV. IN: 528.30 INV. OUT: 528.20 6 58 2 594 W W W 590 S FILTERRA MTD-10 206 LF 8" SDR-35 PVC S = 5.69% 594 W 57 S W CLUBHOUSE 4 540 596 22 LF 15" HDPE S = 1.82% 592 57 W POOL 586.2 6 590 W 594 588 w W 598 69 LF 15" HDPE S = 7.00% S 57 592 w 538 FF:600.1 BF:587.1 596 W W 594 598 w FILTERRA MTD-24 B-INLET (W-8) TG:529.80 INV. OUT: 528.40 600 532 59 598 534 61 LF 15" HDPE S = 1.14% 596 552 602 W B-INLET (W-3.1) TG:546.33 INV. OUT: 543.33 W 546 548 54 548 W 550 540 542 14 LF 15" HDPE S = 0.60% WETLANDS EDUCATIONAL SIGN 59 W 552 0 59 S W-2 TG:535.00 (W-3) INV. IN: 532.92 INV. OUT: 532.82 B-INLET (C-3) TG:599.00 INV. OUT: 596.00 60 544 546 W-1 TG:535.00 (W-2) INV. IN: 532.60 INV. OUT: 532.50 65 LF 15" HDPE S = 3.08% 0 548 546 538 153 LF 15" HDPE S = 5.88% 60 73 LF 15" HDPE S = 3.43% 550 550 544 TG:599.50 INV. OUT: 596.50 PROP. HYD #4 552 2 60 55 B-INLET (W-3) TG:546.31 (W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 2 ST 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % B-INLET (C-2) TG:597.00 (C-4) INV. IN: 594.00 (C-3) INV. IN: 594.00 INV. OUT: 593.90 60 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. ST W W B-INLET (W-4) TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 E-INLET TG: 607.0 INV: 605.32 ST MATCHLINE

93.90 60 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. ST W W B-INLET (W-4) TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 E-INLET TG: 607.0 INV: 605.32 ST MATCHLINE SP-23 MATCHLINE N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 562 PAUL W. ANDERSON Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B SP-22 SHEET 22 OF 60