Engineering Plans 2

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 540 542 544 546 546 544 542 540 W INV: 540.0 W 544 542 540 546 17 LF 15" HDPE S = 1.7 % 542 W W CASCADE SEPARATOR CS-8 (TYP) (R) STORM MH-4 RIM: 544.20 INV(IN):540.50 INV(OUT): 540.50 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: 544.75 D50 = 4" RIM: 547.0 6" ORIFICE: 543.62 Vriprap = 5.18 CY INV: 541.8 (IN) 6" ORIFICE: 543.11 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: 545.0 6" ORIFICE: 543.70 INFLOW LEVEL SPREADER 6" ORIFICE: 543.12 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: 545.5 86 LF 12" HDPE INFLOW LEVEL SPREADER 6" ORIFICE: 542.9 S = 3.0 % D50 = 4" 6" ORIFICE: 543.4 OUTLET STRUCTURE (2-5) Vriprap = 4.02 CY 12" HDPE OUT: 542.0 TG: 542.5 14 LF 15" HDPE 6" ORIFICE: 541.41 S = 1.5 % 6" ORIFICE: 540.96 12" HDPE OUT: 540.0 BASIN 2-5 10 FT EMERGENCY 268 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: 540.0 15 LF 12" HDPE INV: 543.1 16 LF 15" HDPE S = 8.0 % S = 1.3 % 32 LF 21" HDPE S = 0.6 % 6 BASIN 2INFLOW LEVEL SPREADER INV: 534.9 OUTLET STRUCTURE (2-6) D50 = 4" TG: 543.0 Vriprap = 3.58 CY 6" ORIFICE: 541.73 12" HDPE OUT: 540.0 INV:

15" HDPE S = 8.0 % S = 1.3 % 32 LF 21" HDPE S = 0.6 % 6 BASIN 2INFLOW LEVEL SPREADER INV: 534.9 OUTLET STRUCTURE (2-6) D50 = 4" TG: 543.0 Vriprap = 3.58 CY 6" ORIFICE: 541.73 12" HDPE OUT: 540.0 INV: 540.0 542 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: 544.86 (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: 542.62 (NAVD1988) 2 YEAR DESIGN FLOOD ELEVATION: 543.10 (NAVD1988) 2-5 540 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: 541.71 (NAVD1988) 2 YEAR DESIGN FLOOD ELEVATION: 541.27 (NAVD1988) 2-6 PWA 100 YEAR DESIGN FLOOD ELEVATION: 542.77 (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: 543.32 (NAVD1988) 10 YEAR DESIGN FLOOD ELEVATION: 542.05 (NAVD1988) 2 YEAR DESIGN FLOOD ELEVATION: 541.53 (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:

ERED 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 W 54 316 LF 15" HDPE S = 2.8 % AS SHOWN 55 50 LF 12" HDPE S = 6.3 % Scale W W 550 W W W 0 -1 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W W W W W 8 W BASIN 2 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W W W W 54 55 (G) STORM MH-7 RIM: 548.7 INV(IN):543.0 INV(OUT): 543.0 INFLOW HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 19.0 CY MH 2-1 RIM: 549.0 INV: 545.5 (IN) INV: 545.0 (OUT) 550 W (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 % INV(OUT): 545.3 552 PAUL W. ANDERSON W 550 S = 1.0 % 96 LF 15" HDPE S = 1.0 % SP-60 SHEET 60 OF 66

W W W S S W W W S W W S S S S S S S S S W w S S S CB-38 S W W S W S W W W W S W W W W S W W S W S W W W Anderson Consulting Services LLC W S W S W S W S W W SAN. MANHOLE-9 RIM:592.27 INV(IN):585.2 GROUNDWATER TABLE ENCOUNTERED @ 568.0 PER THE SOIL BORING TEST PIT NO. TP-D1 & TP-D2. PERMEABILITY RATE K = 0.64 IN/HR (K2) @ 8' K = 2.64 IN/HR (K3) @ 4' EXISTING GRADE 100 YEAR DESIGN FLOOD ELEVATION: 531.69 (NAVD1988) 10 YEAR DESIGN FLOOD ELEVATION: 589.75 (NAVD1988) 10 YEAR DESIGN FLOOD ELEVATION: 530.77 (NAVD1988) PERMEABILITY 0.74in/hr @ 530 2 YEAR DESIGN FLOOD ELEVATION: 530.38 (NAVD1988) 6" SAND LAYER PERMEABILITY 10.0in/hr MAX BASIN #3 - WARNER ROAD R Know what's below. Callbefore you dig. 2 YEAR DESIGN FLOOD ELEVATION: 571.64 (NAVD1988) 2 YEAR DESIGN FLOOD ELEVATION: 589.11 (NAVD1988) 585.0 BOTTOM OF STONE LAYER PERMEABILITY 0.61in/hr (E-1) PERMEABILITY 0.95in/hr @ 528 54.00' of 18" RCP CLASS 5 @ 0.6% PERMEABILITY 0.69in/hr (E-2) 56.00' of 15" RCP @ 2.9% 6" SAND LAYER PERMEABILITY 10.0in/hr MAX PERMEABILITY 2.64 in/hr (D-2) PROPOSED GRADE GROUNDWATER SEEPAGE @ (568.0) PERMEABILITY 0.64 in/hr (D-1) GROUNDWATER SEEPAGE @ 7' (583.0) ROAD D POROUS PAVEMENT BASIN 4 ROAD D BASIN BASIN 5 PWA OUTLET STRUCTURE (#3) STA:2+82.10 OFF:6.57R TG:531.45 (100YR OVERFLOW) 18"X6" ORIFICE:530.60 6" ORIFICE:530.05 INV OUT:528.93 18" Reinforced Concrete Pipe Checked by EXISTING GRADE PWA SEE PLAN-PROFILE PLAN FOR UTILITIES. PROPOSED GRADE 10 YEAR DESIGN FLOOD ELEVATION: 572.50 (NAVD1988) Designed by EXISTING GRADE BCA 100 YEAR DESIGN FLOOD ELEVATION: 573.0 (NAVD1988) Drawn by PERMEABILITY RATE K = 0.61 IN/HR (K2) @ 5' K = 0.69 IN/HR (K2) @ 9' 100 YEAR DESIGN FLOOD ELEVATION: 591.49 (NAVD1988) Proj. No. PROPOSED GRADE PRELIMINARY AND FINAL SITE PLAN NO GROUNDWATER ENCOUNTERED PERMEABILITY RATES TP-G1 - K = 0.95 IN/HR (K2) @ 6' TP-G2 - K = 0.74 IN/HR (K2) @ 9' Date GROUNDWATER TABLE ENCOUNTERED @ 583.0 PER THE SOIL BORING TEST PIT NO. TP-E1. AS SHOWN S W W W 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.03% Scale W W 16 LF 15" SOLID HDPE S = 4.1 % CB-74 TG:593.55 INV(OUT):590.55 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: