Site Plans

.87 8 57 6 w 4 A-2 TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 56 564 56 0 W 562 K-MH.5 RIM:558.53 (K-6) INV. IN: 553.74 INV. OUT: 553.64 A-6 TG:557.28 (A-5) INV. IN: 554.28 INV. OUT: 554.18 OCS-4 TG:579.06 (A-E) INV. IN: 572.50 INV. OUT: 570.00 576 4 57 568 2 A-5 TG:559.50 INV. OUT: 556.50 W 56 234 LF 15" HDPE S = 0.00% W 570 57 W 574 168 LF 15" HDPE S = 3.55% 8 6 576 574 572 2 568 564 572 578 578 W-6 TG:573.60 (K-MH.17) INV. IN: 570.24 (OCS-8) INV. IN: 570.24 INV. OUT: 570.14 578 4 57 4 W 57 57 57 4 6 57 57 W 6 56 4 56 578 56 570 W W K-MH.17 RIM:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 572 30 LF 15" HDPE S = 9.03% 566LF 15" HDPE 22 S = 1.00% 8 w 58 572 K-7.1 TG:570.25 INV. OUT: 567.25 56 8 140 LF 15" HDPE S = 6.75% 57 0 FF:602.0 GF:579.0 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 IN EER 5w 80 w A-E TG:573.50 INV. OUT: 572.50 2 57 0 57 K-6 TG:567.49 (K-MH.8) INV. IN: 563.21 (K-7) INV. IN: 564.18 INV. OUT: 563.21 S = 7.50% W 4 57 K-7 TG:567.50 (K-7.1) INV. IN: 564.50 INV. OUT: 564.40 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 W 8 57 6 57 158 LF 15" HDPE S = 8.72% GF:579.0 W 584 Docusign Envelope ID: D1D04BF9-1B5C-42D6-BFBB-04E6737374A4 PROFILE - BUILDING A ACCESS & PARKING ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-45 SHEET 45 OF 60

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

D L No. 33410 . A N DE W R S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED 534 538 540 536 K-18 TG:533.80 (K-17) INV. IN: 531.50 INV. OUT: 531.50 133 LF 15" HDPE S = 2.00% W W W W W W BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. AS SHOWN INV: 544.00 K-2 TG:546.67 INV. OUT: 544.37 FE PR O Scale 4 54 S 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 6 54 Y SE ON Anderson Consulting Services LLC 8 54 22 LF 15" HDPE S = 0.45% 542 544 546 55 0 8 W 55 2 54 W 550 40 LF 15" HDPE S = 0.74% N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 53 4 8 53 542 FF:564.0 540 564 w PAUL W. ANDERSON 546 544.5 548 552 W W 554 556 FF:563.0 564 FF:564.0 56 2 W 55 4 W 55 6 W 55 8 W 56 0 W A-7 TG:557.55 (A-6) INV. IN: 553.93 INV. OUT: 553.83 K-3 TG:553.34 (K-MH.5) INV. IN: 548.82 (K-4) INV. IN: 548.82 INV. OUT: 548.72 94 LF 36" HDPE 163 LF 15" HDPE S = 5.03% S = 2.95% W 22 LF 15" HDPE S = 1.00% K-MH.5 RIM:558.53 (K-6) INV. IN: 553.74 INV. OUT: 553.64 A-6 TG:557.28 (A-5) INV. IN: 554.28 24 LF 15" HDPE INV. OUT: 554.18 S = 1.02% W 56 2 114 LF 15" HDPE S = 3.05% W 4 56 6 w 140 LF 15" HDPE S = 6.75% 55 INV: 544.00 W 564 558 K-4 TG:553.34 (A-7) INV. IN: 550.34 INV. OUT: 549.04 8 55 W 566 562 560 46 LF 15" HDPE S = 4.86% K-1 26 LF 15" HDPE TG:546.57 S = 1.03% (K-2) INV. IN: 544.27 INV. OUT: 544.27 0 56 K-17 TG:534.10 (K-MH.1) INV. IN: 531.80 INV. OUT: 531.80 w 56 6 W K-6 TG:567.49 (K-MH.8) INV. IN: 563.21 (K-7) INV. IN: 564.18 INV. OUT: 563.21 560 146 LF 15" HDPE 74 LF 15" HDPE S = 3.57% S = 2.56% K-MH.1 RIM:541.00 (OCS-2) INV. IN: 537.00 INV. OUT: 537.00 W 8 56 22 LF 15" HDPE S = 1.00% A-5 TG:559.50 INV. OUT: 556.50 OCS-2 TG:545.50 INV. OUT: 538.89 W 0 57 W K-7 TG:567.50 (K-7.1) INV. IN: 564.50 INV. OUT: 564.40 W 2 57 562 W 4 57 89 LF 15" HDPE S = 1.87% 536 30 LF 15" HDPE S = 9.03% W 158 LF 15" HDPE S = 8.72% A-4 TG:559.87 INV. OUT: 556.87 STA T 6 57 PAU L K-7.1 TG:570.25 INV. OUT: 567.25 IN EER 578 564 INV. OUT: 577.00 550 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'

7.25 IN EER 578 564 INV. OUT: 577.00 550 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-47 SHEET 47 OF 60

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

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

PRELIMINARY AND FINAL SITE PLAN R Know what's below. Callbefore you dig. PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: D1D04BF9-1B5C-42D6-BFBB-04E6737374A4 SP-50 SHEET 50 OF 60