WEH Full Civil Set Submission 2 7 1 24

0 59 8 58 6 578 W W 33 LF 15" HDPE S = 3.07% W W 114 LF 15" HDPE S = 3.05% B-INLET FF:564.0 TG: 562.0 INV: 559.1 W 4 MANHOLE (A-MH.1) TG:560.44 (A-1.1) INV. IN: 553.42 (OCS-3) INV. IN: 556.40 INV. OUT: 556.30 560 56 B-INLET (K-3) TG:553.34 (K-MH.5) INV. IN: 548.82 (K-4) INV. IN: 548.82 INV. OUT: 548.72 56 2 0 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % 55 4 W W W 115 LF 15" HDPE S = 9.26% W 55 OUTLET STRUCTURE (#3) TG: 563.2 DOG PARK 6" ORIFICE: 559.5 6 559.0 12" HDPE 55IN: 15" HDPE OUT: 559.0 B-INLET (W-3) TG:546.31 (W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 W B-INLET (K-4) TG:553.34 (A-7) INV. IN: 550.34 INV. OUT: 549.04 552 550 548 546 W W 2 550 W W 8 6 54 Call before you dig. 558 8 6 55 FF:563.0 554 54 Know what's below. B-INLET (W-4.1) TG:558.76 INV. OUT: 555.76 W 55 550 INV: 544.0 R 560 55 6 558 95 LF 24" HDPE S = 5.0% CASCADE SEPARATOR CS-5 (TYP) SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. PWA PWA Designed by Checked by 22 LF 15" HDPE S = 1.08% W 55 W 2 18 LF 15" HDPE S = 1.00% B-INLET (W-4) TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 W 564 56 160 LF 15" HDPE S = 2.95% 564 562 E-INLET (A-1.1) TG:561.76 (A-1) INV. IN: 554.64 (OVERFLOW) INV. IN: 554.64 INV. OUT: 554.54 564 W W FF:564.0 6 B-INLET (W-5.1) TG:568.45 INV. OUT: 565.45 BCA 55 564 Drawn by 43 LF 15" HDPE S = 1.01% W B-INLET (A-7) TG:557.55 (A-6) INV. IN: 553.93 INV. OUT: 553.83 Date 4 Proj. No. 56 W B-INLET (A-1) TG:563.10 (A-2) INV. IN: 559.50 (A-4) INV. IN: 555.20 INV. OUT: 555.10 W 20 LF 15" HDPE S = 1.02% W 6 56 566 MATCHLINE SP-21 PRELIMINARY AND FINAL SITE PLAN W 135 LF 15" HDPE S = 7.29% AS SHOWN 8 85 LF 15" HDPE S = 1.87% 562 560 558 W 5W6 8 8 55 B-INLET (A-6) TG:557.28 (A-5) INV. IN: 554.28 INV. OUT: 554.18 570 0 B-INLET (W-5) TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 56 564 42 LF 15" HDPE S = 4.86% 572 Scale W 81 LF 15" HDPE S = 7.35% 2 57 57 187 LF 15" HDPE S = 4.39% OUTLET STRUCTURE (#4) TG: 578.2 6" ORIFICE: 573.5 15" HDPE IN: 572.0 15" HDPE OUT: 572.0 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W w w PROP. HYD #1 143 LF 15" HDPE S

72.0 15" HDPE OUT: 572.0 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W w w PROP. HYD #1 143 LF 15" HDPE S = 1.00% W 2 560 57 566 w 564 56 0 PROPOSED HYDRANT VALVE 58 B-INLET (W-6) TG:573.60 (K-MH.17) INV. IN: 570.24 (OCS8) INV. IN: 570.24 INV. OUT: 570.14 4 A-2 TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 56 6 48 LF 15" HDPE S = 1.24% 57 568 PROPOSED IN LINE WATER562 VALVE MANHOLE (K-MH.5) TG:558.53 (K-6) INV. IN: 553.74 INV. OUT: 553.64 234 LF 15" HDPE S = 0.0% 4 B-INLET (A-4) TG:559.87 INV. OUT: 556.87 168 LF 15" HDPE S = 3.55% W-9 TG:576.50 INV. OUT: 573.50 576 57 2 58 6 59 2 574 574 576 W W 576 574 572 568 564 56 578 8 57 57 2 570 E-INLET (A-5) TG:559.50 INV. OUT: 556.50 6 4 57 B-INLET (K-7) TG:567.50 (K-7.1) INV. IN: 564.50 INV. OUT: 564.40 566 12" POROUS UNDER DRAINS (TYP) C.O. INV(IN):573.0 INV(OUT):569.2 578 4 56 570 57 140 LF 15" HDPE S = 6.75% N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 59 6 596 600 598 W W W W E-INLET (K-7.1) TG:570.25 INV. OUT: 567.25 RY NITA A S % -35 SDR S = 0.5 " 8 S VC F L 74 ER P SEW MANHOLE (K-MH.17) TG:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 572 30 LF 15" HDPE S = 9.03% S W 580 574 6 W 572 56 5 140 LF 15" HDPE S = 7.50% A-E TG:573.50 INV. OUT: 572.0 W 4 22 LF 15" HDPE S = 1.00% S 82 Anderson Consulting Services LLC 57 56 8 W 0 0 57 B-INLET (K-6) TG:567.49 (K-MH.8) INV. IN: 563.21 (K-7) INV. IN: 564.18 INV. OUT: 563.21 4 58 58 2 6 57 W W S 58 2 57 FT-HC 4'x6' (TYP) W K-16 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 .1 BUILDING A FF:602.0 GF:579.0 W 8 57 W 590 S 584 W W W w B-INLET (K-10) TG:588.86 INV. OUT: 585.86 S W 31 LF 15" HDPE S = 2.89% BUILDING A.2 K-14.1 FF:602.0 TG:595.50 INV.GF:579.0 OUT: 592.50 594 22 LF 15" HDPE S = 1.82% 592 W 580 136 LF 15" HDPE S = 1.43% W B-INLET (K-14) TG:594.59 (k-14.1) INV. IN: 591.59 INV. OUT: 590.30 SAN-MH7 RIM:599.38 INV. IN: 587.55 INV. OUT: 587.45 MANHOLE (K-MH.11) TG:597.10 (K-MH.12) INV. IN: 586.65 (OCS-6) INV. IN: 594.10 INV. OUT: 586.55 SAN-MH8 RIM:594.86 INV. OUT: 590.13 W 22 LF 15" HDPE S = 1.00% 69 LF 15" HDPE S = 7.00% S W W 596 594 592 22 LF 15" HDPE S = 1.00% w 132 LF 8" SDR-35

S-6) INV. IN: 594.10 INV. OUT: 586.55 SAN-MH8 RIM:594.86 INV. OUT: 590.13 W 22 LF 15" HDPE S = 1.00% 69 LF 15" HDPE S = 7.00% S W W 596 594 592 22 LF 15" HDPE S = 1.00% w 132 LF 8" SDR-35 PVC S = 1.00% 258 LF 8" SDR-35 PVC S = 1.00% 590 588 582 W 596 594 2 0 59 8 58 586 584 W 39 LF 6" HDPE S = 15.0% 598 w W W S W PROPOSED IN LINE WATER VALVE (TYP) w S W W W S W W W w W W 590 w w w W 598 598 596 W w w W W S W 59 2 W S S S S W W w w S 600 594 59 W w S 00 PAUL W. ANDERSON W W 0 S 594 W W W B-INLET (C-1) TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 596 2 S S MANHOLE (K-MH.8) TG:581.43 INV. IN: 577.10 INV. OUT: 577.00 594 588 W PROPOSED IN LINE WATER VALVE 598 60 6 w 596 W 8 59 596 W 116 LF 15" HDPE S = 1.00% 206 LF 15" HDPE S = 1.00% 590 w 113 LF 15" HDPE S = 6.53% 130 LF 15" HDPE S = 1.6% 158 LF 15" HDPE S = 8.72% w S = 1.14% PROPOSED HYDRANT VALVE 600 59 B-INLET (K-9) TG:588.90 (K-MH.11) INV. IN: 584.60 (K-10) INV. IN: 585.64 INV. OUT: 584.50 w 594 MANHOLE RIM: 588.0 INV: 579.0 HYDRANT VALVE PROPOSED IN LINE WATER VALVE 602 602 598 PROPOSED IN LINE WATER VALVE 6" ORIFICE: 579.5 15" HDPE IN: 579.0 15" HDPE OUT: 579.0 544 542 540 538 548 SP-20 SHEET 20 OF 60