WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

W W W 546 W 544 544 W 542 W 305 LF 15" HDPE S = 2.8 % 4 542 540 540 W 2 538 538 W 540 10 FT EMERGENCY 100YR OVERFLOW WEIR INV: 543.0 MH 2-6 RIM: 539.5 INV: 537.0 (IN) INV: 535.4 (OUT) MH RIM: 538.8 INV: 535.25 W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 2.52 CY 19 LF 15" HDPE S = 1.2 % 538 W (Y) STORM MH-7 2 RIM: 542.00 54 INV(IN):540.50 INV(OUT): 540.50 W 54 E 5" HDP 36 LF 1 BASIN 2-2 % S = 2.9 OUTLET STRUCTURE (2-2) INFLOW LEVEL SPREADER MH 2-2 TG: 544.98 D50 = 4" RIM: 547.0 6" ORIFICE: 543.75 Vriprap = 5.18 CY INV: 541.8 (IN) 6" ORIFICE: 543.2 10 FT EMERGENCY INV: 541.8 (OUT) 12" HDPE OUT: 542.0 100YR OVERFLOW WEIR INV: 542.0 INV: 547.82 68 LF 12" HDPE 10 LF 15" HDPE S = 3.0 % S = 5.0 % BASIN 2-3 10 FT EMERGENCY MH 2-3 88 LF 15" HDPE 100YR OVERFLOW WEIR RIM: 546.3 S = 4.9 % INV: 544.75 INV: 541.5 (IN) INV: 542.0 CASCADE SEPARATOR OUTLET STRUCTURE (2-3) INV: 539.8 (OUT) CS-6 (TYP) TG: 545.27 6" ORIFICE: 543.75 INFLOW LEVEL SPREADER 6" ORIFICE: 543.2 25 LF 12" HDPE D50 = 4" 12" HDPE OUT: 542.0 S = 2.0 % Vriprap = 4.24 CY 12 LF 15" HDPE MH 2-4 S = 3.4 % RIM: 545.0 BASIN 2-4 INV: 541.2 (IN) 144 LF 15" HDPE 10 FT EMERGENCY INV: 539.3 (OUT) S = 3.7 % CASCADE SEPARATOR 100YR OVERFLOW WEIR CS-5 (TYP) OUTLET STRUCTURE (2-4) INV: 545.0 INV: 542.0 TG: 544.71 86 LF 12" HDPE INFLOW LEVEL SPREADER 6" ORIFICE: 543.4 S = 3.0 % D50 = 4" 6" ORIFICE: 542.9 OUTLET STRUCTURE (2-5) Vriprap = 4.02 CY 12" HDPE OUT: 542.0 TG: 543.37 14 LF 15" HDPE 6" ORIFICE: 541.5 S = 1.5 % 12" HDPE OUT: 540.0 BASIN 2-5 10 FT EMERGENCY 258 LF 15" HDPE 100YR OVERFLOW WEIR S = 3.2 % INV: 544.5 MH 2-5 INFLOW LEVEL SPREADER RIM: 540.0 D50 = 4" INV: 537.5 (IN) Vriprap = 3.37 CY INV: 536.7 (OUT) 10 FT EMERGENCY 100YR OVERFLOW WEIR INV: 540.5 15 LF 12" HDPE INV: 543.1 16 LF 15" HDPE S = 8.0 % S = 1.3 % 32 LF 21" HDPE S = 0.6 % BASIN 2-6 INFLOW LEVEL SPREADER INV: 534.9 OUTLET STRUCTURE (2-6) D50 = 4" TG: 543.94 Vriprap = 3.58 CY 6" ORIFICE: 541.80 12" HDPE OUT: 540.0 INV: 540.5 536 W Know what's below. Call before you dig. 4 53 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. SP-21 SHEET 21 OF 66 NE R ZIK DRIVE 534 W W 536 8 LF 21" HDPE S = 0.6 % OUTFLOW HEADWALL WITH LEVEL SPREADER D50 = 7" Vriprap = 13.5 CY Date 54 6 CASCADE SEPARATOR CS-8 (TYP) (R) STORM MH-4 RIM: 544.20 INV(IN):540.70 INV(OUT):

534 W W 536 8 LF 21" HDPE S = 0.6 % OUTFLOW HEADWALL WITH LEVEL SPREADER D50 = 7" Vriprap = 13.5 CY Date 54 6 CASCADE SEPARATOR CS-8 (TYP) (R) STORM MH-4 RIM: 544.20 INV(IN):540.70 INV(OUT): 540.70 546 W CB-1 TG:546.70 CB3-INV(IN):543.70 CB2-INV(IN):543.40 INV(OUT):541.20 50 LF 12" HDPE S = 6.3 % PWA W W 17 LF 15" HDPE S = 1.7 % W 542 544 546 546 544 542 54 8 546 544 540 548 W W 550 W 0 OUTLET STRUCTURE (2-1) TG: 547.95 6" ORIFICE: 547.20 6" ORIFICE: 546.95 12" HDPE OUT: 546.00 Checked by 55 CB-2 TG: 546.70 INV(OUT): 543.70 542 53 2 BASIN 2 CASCADE SEPARATOR CS-8 (TYP) 8 53 53 552 Anderson Consulting Services LLC W 8 54 536 534 INV: 530.5 (O) STORM MH-1 RIM: 554.5 (CB-70)INV(IN):545.3 INV(OUT): 545.3 -1 (P) STORM MH-9 RIM: 546.50 INV(IN):542.50 INV(OUT): 542.50 170 LF 15" HDPE S = 6.1 % 554 550 (G) STORM MH-7 RIM: 548.7 INV(IN):543.0 INV(OUT): 543.0 OUTLET STRUCTURE (#1) TG: 544.75 8" ORIFICE: 542.6 15" HDPE OUT: 541.0 DOG PARK PWA W 97 LF 18" HDPE S = 1.0 % 95 LF 15" HDPE S = 1.0 % 96 LF 15" HDPE S = 1.0 % MH 2-1 RIM: 549.0 INV: 545.5 (IN) INV: 545.0 (OUT) AS SHOWN 67 LF 15" HDPE S = 4.0 % W 550 (P) STORM MH-8 RIM: 551.80 INV(IN):547.80 INV(OUT): 547.80 (G) STORM MH-6 RIM: 551.70 INV(IN):547.00 (O) STORM MH-2 INV(OUT): 547.00 RIM: 551.50 INV(IN):544.30 INV(OUT): 544.30 CASCADE SEPARATOR CS-5 (TYP) (O) STORM MH-3 RIM: 550.25 INV(IN):543.25 INV(OUT): 543.25 198 LF 24" HDPE S = 2.3 % (G) STORM MH-5 RIM: 551.7 INV(IN):548.0 INV(OUT): 548.0 556 Designed by 2 Scale W 71 LF 15" HDPE S = 4.2 % 55 CB-4 TG:552.30 INV(IN):549.15 INV(OUT):549.10 66 LF 24" HDPE S = 1.8 % (P) STORM MH-7 RIM: 551.8 INV(IN):548.8 INV(OUT): 548.8 558 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com FF:558.5 BCA W CB-3 TG:552.30 CB5-INV(IN):549.30 CB4-INV(IN):548.35 INV(OUT):548.30 INV: 540.0 194 LF 15" HDPE S = 4.2 % 560 Drawn by W 8 197 LF 15" HDPE S = 6.5 % 195 LF 15" HDPE S = 5.8 % 562 556 17 LF 15" HDPE S = 4.4 % (P) STORM MH-6 RIM: 567.5 INV(IN):556.15 INV(OUT): 556.15 (R) STORM MH-2 RIM: 558.10 INV(IN):552.00 INV(OUT): 552.00 55 554 (Y) STORM MH-6 RIM: 553.30 INV(IN):549.30 INV(OUT): 549.30 INFLOW HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 19.0 CY (Y) STORM MH-5 RIM:

-2 RIM: 558.10 INV(IN):552.00 INV(OUT): 552.00 55 554 (Y) STORM MH-6 RIM: 553.30 INV(IN):549.30 INV(OUT): 549.30 INFLOW HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 19.0 CY (Y) STORM MH-5 RIM: 558.10 INV(IN):552.00 INV(OUT): 552.00 W 4 Proj. No. 55 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 FF:558.5 W (R) STORM MH-3 RIM: 553.00 INV(IN):549.00 INV(OUT): 549.00 MATCHLINE SP-20 (CB-61)INV(IN):558.53 (CB-65)INV(IN):558.21 INV(OUT):558.20 231 LF 15" HDPE S = 2.6 % PAUL W. ANDERSON 174 LF 24" HDPE S = 1.4 % PRELIMINARY AND FINAL SITE PLAN MATCHLINE SP-20