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590 w 584 w w W W W W 60 0 0 60 600 w W 590 POOL 586.2 594 592 FF:600.1 BF:587.1 596 594 598 596 598 59 4 D L No. 33410 BCA PWA PWA Drawn by Designed by Checked by Date Proj. No. AS SHOWN W 6 PRELIMINARY AND FINAL SITE PLAN Scale W w S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED 56 580 113 LF 15" HDPE S = 6.53% 133 LF 15" HDPE S = 6.32% Anderson Consulting Services LLC 592 K-MH.8 RIM:581.43 (K-9) INV. IN: 577.10 (OCS-5) INV. IN: 577.10 INV. OUT: 577.00 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W w w 6 w 596 586 8 58 590 592 W 5 94 W 8 59 158 LF 15" HDPE S = 8.72% w w w 0 w W w 6 59 58 W 598 582 588 590 592 600 594 W 58 2 W w 8 58 59 4 58 596 W 580 582 594 W 578 580 W 8 56 4 57 W 580 592 578 W w 6 59 W K-9 TG:588.90 39 LF 15" HDPE (K-MH.11) INV. IN: 584.60 S = 11.37% (K-10) INV. IN: 585.64 INV. OUT: 584.50 W 60 0 K-MH.11 RIM:597.10 (K-MH.12) INV. IN: 586.65 (OCS-6) INV. IN: 594.10 INV. OUT: 586.55 0 57 8 598 FF:602.0 GF:579.0 w 596 598 W 59 8 206 LF 15" HDPE S = 1.00% w w 600 2 57 6 57 W FF:602.0 GF:579.0 598 600 596 598 59 6 K-MH.12 RIM:599.39 (K-13) INV. IN: 588.81 INV. OUT: 588.71 FE PR O 6 57 57 w 57 2 596 w 116 LF 15" HDPE S = 1.00% . A N DE W R 564 570 2 57 574 576 8 57 566 59 4 136 LF 15" HDPE S = 1.43% 22 LF 15" HDPE S = 1.00% N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 566 568 W 574 57 0 2 602 56 4 W 572 564 W 2 56 574 578 W 8 56 578 578 578 562 59 258 LF 8" SDR-35 PVC S = 1.00% SAN-MH8 RIM:594.86 INV. OUT: 590.13 K-10 TG:588.86 INV. OUT: 585.86 K-7 TG:567.50 (K-7.1) INV. IN: 564.50 INV. OUT: 564.40 STA T 576 0 SAN-MH7 RIM:599.38 INV. IN: 587.55 INV. OUT: 587.45 K-6 TG:567.49 (K-MH.8) INV. IN: 563.21 (K-7) INV. IN: 564.18 INV. OUT: 563.21 S PAU L 6 59 132 LF 8" SDR-35 PVC S = 1.00% 22 LF 15" HDPE S = 1.82% K-13 TG:594.63 (K-14) INV. IN: 590.08 INV. OUT: 589.98 140 LF 15" HDPE S = 6.75% Y SE ON IN EER 56 8 C-2 6 65 LF 15" HDPE S = 3.08% K-15 TG:591.20 (C-1) INV. IN: 588.30 INV. OUT: 588.20 0 574 572 4 58 590 K-14.1 TG:595.50 INV. OUT: 592.50 31 LF 15" HDPE S = 2.89% K-14 TG:594.59 (k-14.1) INV. IN: 591.59 INV. OUT: 590.30 22 LF

K-15 TG:591.20 (C-1) INV. IN: 588.30 INV. OUT: 588.20 0 574 572 4 58 590 K-14.1 TG:595.50 INV. OUT: 592.50 31 LF 15" HDPE S = 2.89% K-14 TG:594.59 (k-14.1) INV. IN: 591.59 INV. OUT: 590.30 22 LF 15" HDPE S = 1.00% 59 C-3 TG:599.00 INV. OUT: 596.00 C-1 TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 61 LF 15" HDPE S = 1.14% W 58 6 588 69 LF 15" HDPE S = 7.00% 56 57 4 206 LF 8" SDR-35 PVC S = 5.69% SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 K-7.1 TG:570.25 INV. OUT: 567.25 W 58 W 140 LF 15" HDPE S = 7.50% A-E TG:573.50 INV. OUT: 572.50 K-16 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 W 58 2 W W 22 LF 15" HDPE 30 LF 15" HDPE S = 1.00% S = 9.03% 574 6 SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 263 LF 8" SDR-35 PVC S = 2.00% A-5 TG:559.50 INV. OUT: 556.50 576 574 W W 57 2 57 57 0 57 4 SAN-MH4 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 57 8 K-MH.17 RIM:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 W TG:557.28 (A-5) INV. IN: 554.28 K-MH.5 INV. OUT: 554.18 RIM:558.53 (K-6) INV. IN: 553.74 INV. OUT: 553.64 560 234 LF 15" HDPE S = 0.00% A-4 TG:559.87 INV. OUT: 556.87 w W W TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 w W W S = 1.54% w 168 LF 15" HDPE S = 3.55% OCS-4 TG:579.06 (A-E) INV. IN: 572.50 INV. OUT: 570.00 W INV. OUT: 570.14 PAUL W. ANDERSON Docusign Envelope ID: D1D04BF9-1B5C-42D6-BFBB-04E6737374A4 PROFILE - KUZIK ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-46 SHEET 46 OF 60