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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