Site Plans

61 62 0 8 61 15 LF 8" HDPE S = 2.0 % CONNECT TO 15": 600.93 6 61 4 61 4 W 8 6 2 8 4 W 604 W 38 LF 15" HDPE S =0.5 % ST DROP CO INV(MAIN):602.12 INV(IN): 606.42 ST ST 606 ST ST ST ST 606 E-INLET TG: 611.3 INV: 609.32 ST W IL ST GF:606.5 W B 16 LF 8" HDPE S = 2.0 % 0 61 CO INV: 602.31 ST ST W ST 606 608 ST ST 606 31 LF 8" HDPE S = 1.0 % ST ST W LOBBY W ST 606 W ST ST 260 LF 12" POROUS PACKING ROOM W 16 LF 8" HDPE S = 2.0 % ST W AS SHOWN 6 59 w W 22 LF 15" HDPE S = 1.00% W W 5 58 0 59 4 W 58 S 82 6 5 W 584 W 58 CASCADE SEPARATOR MTD-33 8 W S S W W SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 86 W K-16 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 206 LF 8" SDR-35 PVC S = 5.69% 590 S 8 FILTERRA MTD-10 CLUBHOUSE 594 W 58 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 596 22 LF 15" HDPE S = 1.82% 592 W SAN-MH7 RIM:599.38 INV. IN: 587.55 INV. OUT: 587.45 B-INLET (K-14) TG:594.59 (k-14.1) INV. IN: 591.59 INV. OUT: 590.30 594 59 2 258 LF 8" SDR-35 PVC S = 1.00% 598 69 LF 15" HDPE S = 7.00% S 2 132 LF 8" SDR-35 PVC S = 1.00% FF:600.1 BF:587.1 596 w 59 W W 598 588 S 594 598 S W 59 0 590 588 MANHOLE (K-MH.11) TG:597.10 (K-MH.12) INV. IN: 586.65 (OCS-6) INV. IN: 594.10 INV. OUT: 586.55 S W 596 600 594 592 596 39 LF 6" HDPE S = 15.0% W 590 W W w w w w W S W 598 598 596 W w W PWA B-INLET (C-1) TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 592 8 136 LF 15" HDPE S = 1.43% Checked by PROPOSED IN LINE WATER VALVE 594 PWA 598 600 PROPOSED HYDRANT VALVE Designed by W W w w 61 LF 15" HDPE S = 1.14% 594 w 6 596 W W W 59 Proj. No. W W W 6 600 W 8 BCA W W W W W W W W W 8 598 S W PROPOSED IN LINE WATER VALVE (TYP) SAN-MH8 RIM:594.86 INV. OUT: 590.13 60 0 8 59 596 S S S W W FILTERRA MTD-12 B-INLET (C-3) TG:599.00 INV. OUT: 596.00 59 116 LF 15" HDPE S = 1.00% 600 594 2 59 W W W w B-INLET (K-10) TG:588.86 INV. OUT: 585.86 59 B-INLET (K-13) TG:594.63 (K-14) INV. IN: 590.08 INV. OUT: 589.98 598 W S S S 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 =

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