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Docusign Envelope ID: D1D04BF9-1B5C-42D6-BFBB-04E6737374A4 W W W W W W W D L W 61 0 61 2 600 W 60 4 60 6 W 60 0 61 8 W 612 W D-MH.4 RIM:595.40 (D-MH.3) INV. IN: 590.00 (D-16) INV. IN: 592.40 (D-15) INV. IN: 592.40 INV. OUT: 590.00 2 W 126 LF 15" HDPE D-11 S = 4.36% TG:603.50 (D-12) INV. IN: 600.50 D-12 INV. OUT: 600.40 TG:609.00 INV. OUT: 606.00 W W W W W 58 0 59 594 2 596 BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC D-9 TG:601.50 INV. OUT: 598.50 99 LF 15" HDPE D-10 S = 3.04% TG:603.50 (D-11) INV. IN: 597.40 (D-9) INV. IN: 597.40 INV. OUT: 597.30 AS SHOWN 213 LF 8" SDR-35 PVC S = 2.00% Scale 6 57 W FF:618.0 GF:594.0 107 LF 15" HDPE S = 1.03% 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 4 6 W No. 33410 W W W 57 8 W W 4 W . A N DE W R W 608 110 LF 15" HDPE S = 2.65% 60 w 57 57 w W W S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED W W W W 606 D-MH.7 RIM:598.40 (D-10) INV. IN: 594.40 INV. OUT: 594.30 FF:618.0 GF:607.0 FF:618.0 GF:597.0 LGF:582 .0 D-7 TG:589.50 INV. OUT: 586.50 SAN-MH 10 RIM:592.27 INV. IN: 577.43 INV. OUT: 577.33 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W 2 57 W 0 W 606 2 59 590 588 0 60 LF 15" HDPE S = 1.00% 21 LF 15" HDPE S = 0.47% D-14 TG:593.00 D-MH.3 INV. OUT: 590.20 RIM:594.22 (D-MH.2) INV. IN: 590.00 INV. OUT: 590.00 D-16 TG:595.75 INV. OUT: 592.75 D-MH.5 RIM:597.00 (D-MH.4) INV. IN: 590.00 INV. OUT: 590.00 SAN-MH 11 RIM:596.54 INV. OUT: 581.69 606 4 15 LF 15" HDPE S = 2.33% 203 LF 8" SDR-35 PVC S = 1.99% 4 586 59 S S D-4 TG:580.00 (D-3) INV. IN: 576.58 INV. OUT: 576.48 SAN-MH 9 RIM:580.94 42 LF 15" HDPE INV. IN: 573.29 INV. OUT: 573.19 S = 1.00% S w 584 S FE PR O 60 24 LF 15" HDPE S = 5.32% S S S 60 2 S S 59 D-3 TG:580.00 INV. OUT: 577.00 5 17 LF 15" HDPE S = 1.16% 582 588 D-5 TG:580.22 (D-4) INV. IN: 575.85 INV. OUT: 575.75 37 LF 12" HDPE S = 0.00% 96 580 586 62 LF 15" HDPE S = 1.01% 8 S 58 LF 15" HDPE S = 1.03% 59 8 57 TG:580.29 (D-5) INV. IN: 575.15 INV. OUT: 576.13 OCS-11 TG:597.00 (D-MH.5) INV. IN: 590.00 INV. OUT: 590.75 23 LF 12" HDPE S =

86 62 LF 15" HDPE S = 1.01% 8 S 58 LF 15" HDPE S = 1.03% 59 8 57 TG:580.29 (D-5) INV. IN: 575.15 INV. OUT: 576.13 OCS-11 TG:597.00 (D-MH.5) INV. IN: 590.00 INV. OUT: 590.75 23 LF 12" HDPE S = 0.00% 60 0 57 2 57 57 6 2 58 584 D-8 TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 D-MH.2 RIM:593.42 (D-13) INV. IN: 590.10 (D-14) INV. IN: 590.10 INV. OUT: 590.00 13 LF 6" HDPE S = 11.41% S STA 570 6 D-13 TG:593.00 INV. OUT: 590.20 84 LF 12" HDPE S = 0.00% D-15 22 LF 15" HDPE TG:595.75 S = 0.46% INV. OUT: 592.75 9 LF 15" HDPE S = 3.79% 58 LF 12" HDPE S = 0.00% Y SE ON PAU T L D-MH.6 RIM:597.00 (OCS-11) INV. IN: 589.25 INV. OUT: 582.00 57 570 S 57 8 57 0 58 175 LF 8" SDR-35 PVC S = 5.81% 176 LF 15" HDPE S = 1.99% IN EER 8 S 4 57 22 LF 15" HDPE S = 1.16% D-1 TG:573.75 INV. OUT: 571.00 D-MH.1.1 RIM:569.00 (D-2) INV. IN: 565.00 INV. OUT: 565.00 D-2 TG:573.75 78 LF 15" HDPE (D-1) INV. IN: 570.75 S = 7.25% (OCS-10) INV. IN: 570.50 INV. OUT: 570.65 85 LF 15" HDPE S = 3.81% OCS-10 TG:576.38 INV. OUT: 573.75 INV: 576.00 INV: 576.00 12 LF 15" HDPE S = 1.05% D-6 PAUL W. ANDERSON 56 PUMP STATION-MH1 RIM:570.66 INV. IN: 562.90 INV. IN: 563.00 PROFILE - ROAD "D" R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-49 SHEET 49 OF 60