WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

W W 580 578 S Anderson Consulting Services LLC 569.2 15" RCP S = 2.9% 538.07 18" HDPE S = 2.6% 534.9 534.70 21" HDPE S = 0.6% 21" HDPE S = 0.6% R Know what's below. Callbefore you dig. BASIN #2 - DISCHARGE PROFILE BASIN #4 - DISCHARGE PROFILE BASIN #5 - DISCHARGE PROFILE PWA Checked by PRELIMINARY AND FINAL SITE PLAN 569.5 580.20 MH RIM:538.8 INV:535.25 (OUT) BASIN #1 - DISCHARGE PROFILE PWA 580.40 MH RIM:539.5 INV:535.4 (OUT) 530.3 Designed by 572 582.5 530.5 BCA PROPOSED GRADE EXISTING GRADE 532.0 Proj. No. MH RIM:576.0 INV:569.9 (OUT) EXISTING GRADE Date 589.25 Drawn by 2' WIDE CONCRETE CORE AS SHOWN 544 MH RIM:596.8 Scale 56 6 576 574 5 LF 15" SOLID HDPE 572 WETLANDS S W 80 LF 36" POROUS HDPE S=0% 0 570 W 58 572 W S W 596 (CB-34)INV(IN):560.20 INV(OUT):560.10 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY 13 LF 15" SOLID HDPE S = 3.0% 574 W OUTLET STRUCTURE #1 TG:544.75 8" ORIFICE: 542.6 15" HDPE OUT: 541.0 582 2 58 8 LF 21" HDPE S = 0.6 % S INV: 580.4 568 W OUTFLOW HEADWALL WITH LEVEL SPREADER D50 = 7" Vriprap = 13.5 CY PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 2.52 CY W W 51 LF 15" SOLID HDPE W W 56 LF 15" SOLID HDPE S = 1.0 % MH RIM: 538.8 INV: 535.25 15" HDPE S = 6.1% SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. INV: 569.5 W MH 2-6 RIM: 539.5 INV: 537.0 (IN) INV: 535.4 (OUT) 540 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 2.52 CY INV: 570.0 W 546 PAUL W. ANDERSON W 5 LF 15" SOLID HDPE STORM MANHOLE RIM: 574.0 INV: 569.9 57 LF 18" SOLID HDPE S = 2.6 % W 546 2 53 INV(OUT):558.30 W 2 W 8 53 53 10 FT EMERGENCY 100YR OVERFLOW WEIR INV: 543.0 W INV: 586.00 (36" IN) STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) 536 534 INV: 530.5 OUTLET STRUCTURE (2-6) TG: 543.94 6" ORIFICE: 541.80 12" HDPE OUT: 540.0 W 170 LF 15" HDPE S = 6.1 % 15 LF 12" HDPE S = 8.0 % 32 LF 21" HDPE S = 0.6 % INV: 534.9 W 542 OUTLET STRUCTURE (#1) 10 FT EMERGENCY TG: 544.75 100YR OVERFLOW WEIR 8" ORIFICE: 542.6 INV: 543.1 15" HDPE OUT: 541.0 W 544 542 MH 2-5 RIM: 540.0 INV: 537.5 (IN) INV: 536.7 (OUT) W 540 100YR OVERFLOW WEIR INV:

(#1) 10 FT EMERGENCY TG: 544.75 100YR OVERFLOW WEIR 8" ORIFICE: 542.6 INV: 543.1 15" HDPE OUT: 541.0 W 544 542 MH 2-5 RIM: 540.0 INV: 537.5 (IN) INV: 536.7 (OUT) W 540 100YR OVERFLOW WEIR INV: 544.5 SP-62 SHEET 62 OF 66