WEH Full Civil Set Submission 2 7 1 24

22 LF 15" HDPE S = 1.08% 560 B-INLET (W-4.1) TG:558.76 INV. OUT: 555.76 60 4 W 558 60 4 ST W 55 6 W 4 W W 552 .0 7 B-INLET (C-4) 59 F: B-INLET (K-15) TG:591.20 (C-1) INV. IN: 588.30 INV. OUT: 588.20 G W 8 59 6 59 59 6 53 6 B-INLET (W-3.1) TG:546.33 INV. OUT: 543.33 4 22 LF 15" HDPE S = 1.00% W 59 6 B-INLET (C-1) TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 2 57 S W S S 2 S 6 57 S W S W S 56 W W W 4 57 W W MANHOLE (K-MH.17) TG:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 S S SAN S -35 0.5% R D S S= F 8" S 74 L ER PVC SEW S W 0 Y ITAR W W W S W W S W 4 57 82 LF 12" HDPE S = 0.0% W S W 576 W W W W 2 57 W 570 42 LF 15" HDPE S = 6.57% W W 8 56 W SAN-MH3 RIM:566.76 INV. IN: 564.90 INV. OUT: 564.80 115 LF 15" SOLID HDPE S = 3.1% INV: 562.0 PWA 16 LF 12" POROUS HDPE 22 LF 15" HDPE S = 1.00% W 135 LF 15" HDPE S = 7.29% OUTLET STRUCTURE (#8) RIM: 575.7 INV: 573.0 (IN & OUT) MATCHLINE SP-23 57 4 PRELIMINARY AND FINAL SITE PLAN W W CO INV: 573.0 W W 33 LF 15" HDPE S = 0.64% Checked by W S W W 568 572 B-INLET (W-5) TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 PWA W 570 Date Proj. No. S 8 57 W 196 LF 8" SDR-35 PVC S = 2.00% W W 574 W 4" POROUS UNDER DRAINS (TYP) 60 FT BRIDGE SPANNING WETLANDS 48 LF 15" HDPE S = 1.24% 81 LF 15" HDPE S = 7.35% Designed by W S 572 168 LF 15" HDPE S = 3.55% W-9 TG:576.50 INV. OUT: 573.50 576 FT-HC 4'x6' (TYP) B-INLET (W-9) TG: 529.80 INV. IN: 528.40 BCA W W 578 B-INLET (W-6) TG:573.60 (K-MH.17) INV. IN: 570.24 (OCS8) INV. IN: 570.24 INV. OUT: 570.14 572 578 Drawn by 578 W W 12" POROUS UNDER DRAINS (TYP) C.O. INV(IN):573.0 INV(OUT):569.2 150 LF 15" HDPE S = 1.8% 5 8 w 58 S AS SHOWN 56 6 56 8 0 64 Anderson Consulting Services LLC 584 57 58 6 580 w 140 LF 15" HDPE S = 7.50% A-E TG:573.50 INV. OUT: 572.0 SAN-MH4 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 W W W CASCADE SEPARATOR TG:534.00 (W-1) INV. IN: 532.20 INV. OUT: 532.12 S W 58 OUTLET STRUCTURE (#7) TG: 533.00 INV: 531.6 (IN) INV: 531.0 (OUT) 532 W 580 578 2 5 SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 w W W HEADWALL WITH STONE RIP RAP # B7 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 58 8 58 S

:579.28 INV. IN: 574.28 INV. OUT: 574.18 w W W HEADWALL WITH STONE RIP RAP # B7 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 58 8 58 S 82 K-16 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 263 LF 8" SDR-35 PVC S = 2.00% 8 0 59 W W W INV: 531.00 534 W B-INLET (W-8) TG:529.80 INV. OUT: 528.40 0 59 4 58 W W 34 LF 24" HDPE S = 0.87% 6 58 W W W S 536 20 LF 18" HDPE S = 1.00% W-MH.2 TG:530.00 (W-MH.1) INV. IN: 528.30 (W-9) INV. IN: 528.30 (W-8) INV. IN: 528.30 INV. OUT: 528.20 6 58 59 2 59 2 W 57 594 590 S W W 538 206 LF 8" SDR-35 PVC S = 5.69% 594 W 4 S W CLUBHOUSE 57 540 596 22 LF 15" HDPE S = 1.82% 592 POOL 586.2 6 590 W 588 w W 594 Scale 69 LF 15" HDPE S = 7.00% S W 57 592 w FF:600.1 BF:587.1 598 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 596 W W 594 598 w FT-HC 4'x6' (TYP) 600 W 532 59 598 534 61 LF 15" HDPE S = 1.14% 596 552 602 W 550 596 542 14 LF 15" HDPE S = 0.60% WETLANDS EDUCATIONAL SIGN 8 548 W 546 548 0 8 542 W 552 60 59 S W-2 TG:535.00 (W-3) INV. IN: 532.92 INV. OUT: 532.82 B-INLET (C-3) TG:599.00 INV. OUT: 596.00 59 546 W-1 TG:535.00 (W-2) INV. IN: 532.60 INV. OUT: 532.50 65 LF 15" HDPE S = 3.08% 0 73 LF 15" HDPE S = 3.43% 540 538 153 LF 15" HDPE S = 5.88% 60 544 550 544 TG:599.50 INV. OUT: 596.50 PROP. HYD #4 550 548 546 2 60 55 B-INLET (W-3) TG:546.31 (W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 2 ST 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % B-INLET (C-2) TG:597.00 (C-4) INV. IN: 594.00 (C-3) INV. IN: 594.00 INV. OUT: 593.90 60 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 606 ST N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 ST W W B-INLET (W-4) TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 E-INLET TG: 605.9 INV: 603.0 ST MATCHLINE SP-23 MATCHLINE PAUL W. ANDERSON 562 566 W Know what's below. Call before you dig. W R W MATCHLINE 562 564 B-INLET (W-5.1) TG:568.45 INV. OUT: 565.45 SP-22 SHEET 22 OF 60