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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