Site Plans

D-4 TG:580.00 (D-3) INV. IN: 576.58 INV. OUT: 576.48 S 57 6 592 S 62 LF 15" HDPE S = 1.01% W W W W W W S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D BCA PWA PWA Drawn by Designed by Checked by Date L PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC 5 D-5 TG:580.22 (D-4) INV. IN: 575.85 INV. OUT: 575.75 AS SHOWN 6 58 88 Scale 0 59 4 58 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 58 0 58 2 W No. 33410 D-3 TG:580.00 INV. OUT: 577.00 6 D-1 TG:573.75 INV. OUT: 571.00 57 8 57 4 W . A N DE W R W W W 0 57 22 LF 15" HDPE S = 1.16% 594 58 0 175 LF 8" SDR-35 PVC S = 5.81% 578 2 8 PUMP STATION-MH1 RIM:570.66 INV. IN: 562.90 INV. IN: 563.00 FE PR O S 57 W W S 8 4 0 57 S 56 124 LF 8" SDR-35 PVC S = 0.52% 42 LF 15" HDPE S = 1.00% 57 0 57 W-5.1 TG:568.45 INV. OUT: 565.45 S 6 56 22 LF 15" HDPE S = 1.00% D-18 TG:565.52 (D-17) INV. IN: 562.80 INV. OUT: 562.80 SAN-MH2 RIM:566.09 INV. IN: 563.65 INV. OUT: 563.55 57 57 4 566 8 56 45 LF 15" HDPE S = 4.56% S 568 2 120 LF 12" HDPE S = 0.66% 566 4 S 580 57 6 S 596 4 57 57 57 OCS-8 TG:575.79 (W-7) INV. IN: 572.90 INV. OUT: 572.30 SAN-MH3 RIM:566.76 INV. IN: 564.90 INV. OUT: 564.80 576 W 576 RIM:580.94 INV. IN: 573.29 INV. OUT: 573.19 582 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W S W W W-7 TG:576.50 INV. OUT: 573.50 51 LF 15" HDPE S = 1.19% F:5892.0 LG SAN-MH W 576 584 W S 8 57 W 568 85 LF 15" HDPE S = 3.81% 123 LF 15" HDPE S = 1.62% D-2 114 LF 8" SDR-35 PVC TG:573.75 S = 1.01% D-17 (D-1) INV. IN: 570.75 TG:565.52 (OCS-10) INV. IN: 570.50 INV. OUT: 562.80 INV. OUT: 570.65 22 LF 12" HDPE D-MH.1.1 S = 0.00% RIM:569.00 D-MH.1 (D-2) INV. IN: 565.00 RIM:565.80 INV. OUT: 565.00 (D-MH.1.1) INV. IN: 558.00 INV. OUT: 558.00 78 LF 15" HDPE S = 7.25%572 119 LF 15" HDPE S = 5.88% W 570 W 8 W W 196 LF 8" SDR-35 PVC S = 2.00% 57 168 LF 15" HDPE S = 3.55% INV: 555.00 25 LF 12" DIP S = 0.98% OCS-9 TG:568.20 (D-18) INV. IN: 562.00 (D-MH.1) INV. IN: 556.00 INV. OUT: 555.25 578 W W W OCS-10 TG:576.38 INV. OUT: 573.75 S 578 586 Y SE ON 57 W 572 W W 203 LF 8" SDR-35 PVC S = 1.99% W S 588 S W S W S 58 LF 15" HDPE S = 1.03% D-6 TG:580.29 (D-5) INV. IN:

578 W W W OCS-10 TG:576.38 INV. OUT: 573.75 S 578 586 Y SE ON 57 W 572 W W 203 LF 8" SDR-35 PVC S = 1.99% W S 588 S W S W S 58 LF 15" HDPE S = 1.03% D-6 TG:580.29 (D-5) INV. IN: 575.15 INV. OUT: 576.13 12 LF 15" HDPE S = 1.05% INV: 576.00 4 57 60 LF 15" HDPE S = 1.00% PAUL W. ANDERSON 56 6 572 56 2 58 8 576 57 6 S INV: 576.00 W W S S S STA W S w 4 56 D-7 TG:589.50 INV. OUT: 586.50 0 59 PAU T L 578 w 0 58 D-8 TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 W 5w W S80 W W GF:594.0 W 2 SAN-MH4 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 W W 58 578 IN EER S = 2.00% SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 574 Docusign Envelope ID: D1D04BF9-1B5C-42D6-BFBB-04E6737374A4 PROFILE - ROAD "D" R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-48 SHEET 48 OF 60