WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

R Know what's below. Callbefore you dig. SP-52 SHEET 52 OF 66 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

R Know what's below. Callbefore you dig. SP-53 SHEET 53 OF 66 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

R Know what's below. Callbefore you dig. SP-54 SHEET 54 OF 66 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

R Know what's below. Callbefore you dig. SP-55 SHEET 55 OF 66 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

R Know what's below. Callbefore you dig. SP-56 SHEET 56 OF 66 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

R Know what's below. Callbefore you dig. SP-57 SHEET 57 OF 66 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

R Know what's below. Callbefore you dig. SP-58 SHEET 58 OF 66 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

R Know what's below. Callbefore you dig. SP-59 SHEET 59 OF 66 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

55 INV(OUT):548.30 W CB-4 TG:552.30 INV(IN):549.15 INV(OUT):549.10 W 2 W W 548 W W W 8 W W W W W 54 W W W W CB-2 TG: 546.70 INV(OUT): 543.70 W 54 8 W 546 W W W 546 W W W 544 W 66 LF 24" HDPE S = 1.8 % 546 W CB-1 TG:546.70 CB3-INV(IN):543.70 CB2-INV(IN):543.40 INV(OUT):541.20 W 542 544 546 546 544 542 540 W INV: 540.0 W 544 542 546 17 LF 15" HDPE S = 1.7 % 542 W W CASCADE SEPARATOR CS-8 (TYP) (R) STORM MH-4 RIM: 544.20 INV(IN):540.70 INV(OUT): 540.70 542 W W W 538 W 10 FT EMERGENCY 100YR OVERFLOW WEIR INV: 543.0 W MH 2-6 RIM: 539.5 INV: 537.0 (IN) 10 YEAR DESIGN FLOOD ELEVATION: 543.24 (NAVD1988) OUTLET STRUCTURE (#1) STA:2+85.25 OFF:75.51R TG: 544.90 (100YR OVERFLOW) 8" ORIFICE: 542.6 INV OUT: 541.0 15" HDPE PIPE 100 YEAR DESIGN FLOOD ELEVATION: 544.77 (NAVD1988) EXISTING GRADE GROUNDWATER ENCOUNTERED AT 537.0 AND 538.0 RESPECTIVELY PERMEABILITY RATES: K = 1.39 IN/HR (K2) @ 5' K = 0.64 IN/HR (K2) @ 5' 2-1 2-2 2 YEAR DESIGN FLOOD ELEVATION: 543.43 (NAVD1988) CONCRETE WALL SEE DETAIL. 2-3 2-4 2' WIDE CONCRETE CORE PROPOSED GRADE 2 YEAR DESIGN FLOOD ELEVATION: 542.84 (NAVD1988) 2 YEAR DESIGN FLOOD ELEVATION: 543.10 (NAVD1988) 2-5 540.5 INFILTRATION SYSTEM 15" THROUGH EMBANKMENT 538 GWT PERMEABILITY 1.39in/hr (A-1) 1.56in/hr (TP-27) 6" SAND LAYER PERMEABILITY 10.0in/hr MAX 537 GWT (A-1) PERMEABILITY 0.64in/hr 6" SAND LAYER (TYP.) PERMEABILITY 10.0in/hr MAX 538 GWT PERMEABILITY 1.12in/hr (B-2) 538 GWT PERMEABILITY 0.89in/hr (B-1) PERMEABILITY 0.64 in/hr (A-2) BASIN #1 - KUZIK ROAD Know what's below. Callbefore you dig. BASIN #2 - KUZIK ROAD 10 YEAR DESIGN FLOOD ELEVATION: 542.24 (NAVD1988) 2 YEAR DESIGN FLOOD ELEVATION: 541.77 (NAVD1988) 2-6 PWA 100 YEAR DESIGN FLOOD ELEVATION: 543.27 (NAVD1988) Checked by 2 YEAR DESIGN FLOOD ELEVATION: 543.40 (NAVD1988) 10 YEAR DESIGN FLOOD ELEVATION: 543.52 (NAVD1988) PWA 10 YEAR DESIGN FLOOD ELEVATION: 543.93 (NAVD1988) Designed by 10 YEAR DESIGN FLOOD ELEVATION: 543.84 (NAVD1988) 100 YEAR DESIGN FLOOD ELEVATION: 544.61 (NAVD1988) BCA 100 YEAR DESIGN FLOOD ELEVATION: 545.17 (NAVD1988) Proj. No. 100 YEAR DESIGN FLOOD ELEVATION: 544.88 (NAVD1988) 100 YEAR DESIGN FLOOD ELEVATION: 543.84 (NAVD1988) 10 YEAR DESIGN FLOOD ELEVATION: 542.57 (NAVD1988) 2 YEAR DESIGN FLOOD ELEVATION: 542.06 (NAVD1988) PRELIMINARY AND FINAL SITE

ON: 544.88 (NAVD1988) 100 YEAR DESIGN FLOOD ELEVATION: 543.84 (NAVD1988) 10 YEAR DESIGN FLOOD ELEVATION: 542.57 (NAVD1988) 2 YEAR DESIGN FLOOD ELEVATION: 542.06 (NAVD1988) PRELIMINARY AND FINAL SITE PLAN 2 YEAR DESIGN FLOOD ELEVATION: 547.05 (NAVD1988) Date GROUNDWATER ENCOUNTERED AT 538.0 FOR BOTH TEST PITS PERMEABILITY RATE K = 1.12 IN/HR (K2) @ 6' K = 0.89 IN/HR (K2) @ 7' 10 YEAR DESIGN FLOOD ELEVATION: 547.31 (NAVD1988) Drawn by 540 100 YEAR DESIGN FLOOD ELEVATION: 547.85 (NAVD1988) R Anderson Consulting Services LLC W 540 W 2 53 CASCADE SEPARATOR CS-8 (TYP) 8 53 PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 2.52 CY 19 LF 15" HDPE S = 1.2 % W (Y) STORM MH-7 2 RIM: 542.00 54 INV(IN):540.50 INV(OUT): 540.50 536 534 53 2 540 4 54 170 LF 15" HDPE S = 6.1 % INV: 530.5 305 LF 15" HDPE S = 2.8 % W 54 6 W W W W W W OUTLET STRUCTURE (#1) TG: 544.75 8" ORIFICE: 542.6 15" HDPE OUT: 541.0 544 W W W W W (P) STORM MH-9 RIM: 546.50 INV(IN):542.50 INV(OUT): 542.50 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W W W W W W 0 5" HDPE 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: