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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