WEH Full Civil Set Submission 2 7 1 24

8 W 59 W OUTLET STRUCTURE (#11) RIM: 597.0 INV: 590.00 (6" OUT) INV: 590.00 (12" IN) W W W 546 60 LF 15" HDPE S = 6.06% MANHOLE (D-MH.1) TG:575.00 (OCS-10) INV. IN: 570.50 (D-2) INV. IN: 570.40 W 544 W W W W W W (D-17) S W INV: 580.4 6 2 568 57 S S 0 S 57 80 LF 12" POROUS HDPE S=0% 57 4 57 566 HEADWALL WITH STONE RIP RAP # B2 - SEE TABLE ON SP-28 FOR MORE INFORMATION INV(OUT):562.80 57 596 2 58 8 LF 15" HDPE S = 1.0 % W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY W 582 S W MH RIM: 541.0 INV: 539.6 S W 4 W S W 532.0 530.5 15" HDPE S = 4.83% 569.2 15" RCP S = 1.0% 18" HDPE S = 0.87% 15" HDPE S = 1.0% R Know what's below. Callbefore you dig. AS SHOWN 570 580.20 539.5 534.70 BASIN #1 - DISCHARGE PROFILE PWA 572 580.40 BASIN #2 - DISCHARGE PROFILE BASIN #11 - DISCHARGE PROFILE BASIN #10 - DISCHARGE PROFILE PRELIMINARY AND FINAL SITE PLAN 15" HDPE S = 1.72% Checked by 582.5 542.2 530.3 PWA EXISTING GRADE Designed by MH RIM:541.0 INV:539.60 (OUT) BCA MH RIM:575.0 INV:570.4 (OUT) EXISTING GRADE Date MH RIM:5451 INV:542.5 (OUT) Proj. No. 589.25 Drawn by 2' WIDE CONCRETE CORE Scale MH RIM:597.0 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com OUTLET STRUCTURE #1 TG:545.20 6" ORIFICE: 544.25 15" HDPE OUT: 533.0 5 LF 15" SOLID HDPE S Anderson Consulting Services LLC WETLANDS W 2 W S CASCADE 5 SEPARATOR76 CS-5 (TYP) W 114 LF 8" SDR-35 PVC W 540 HEADWALL WITH STONE RIP RAP # B1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" W 56 LF 15" SOLID HDPE S = 1.0 % W W 542 26 LF 15" HDPE S = 0.87% HEADWALL WITH STONE RIP RAP # B10 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" INV: 572.00 W 8 544 W 53 W 53 2 546 W 546 115 LF 15" HDPE S = 2.17 % 53 STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) W 536 534 INV: 530.5 W 60 LF 15" HDPE S = 4.83 % INV: 539.5 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. OUTLET STRUCTURE (#1) TG: 545.2 6" ORIFICE: 544.25 15" HDPE OUT: 533.0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 540 OUTLET STRUCTURE (#2) TG: 545.1 18" SHARP CRESTED WEIR: 544.68 6" ORIFICE: 544.0 15" HDPE OUT: 542.5 SP-57 SHEET 57 OF 60