WEH Full Civil Set Submission 2 7 1 24

W W W W W W CASCADE SEPARATOR CS-5 (TYP) W W 8 54 W 552 54 W 6 W W HEADWALL WITH STONE RIP RAP # B1-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" 35 LF 15" HDPE S = 9.26% INV: 544.00 550 54 548 W 4 55 W 0 546 544 W 55 W W W W 0 W W W W W W HEADWALL WITH STONE RIP RAP # B2-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" W B-INLET (K-1) TG:546.57 (K-2) INV. IN: 544.27 INV. OUT: 544.27 W 54 8 OUTLET STRUCTURE (#2) TG: 545.1 18" SHARP CRESTED WEIR: 544.68 6" ORIFICE: 544.0 15" HDPE OUT: 542.5 W 54 W W W 8 W W W W HEADWALL WITH STONE RIP RAP # B2-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" W W 22 LF 15" HDPE S = 0.45% W 546 W 60 LF 15" HDPE S = 4.83 % INV: 539.5 INV: 544.00 W 540 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W W W INV: 544.0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W 554 W 550 55 2 PAUL W. ANDERSON W W 95 LF 24" HDPE S = 5.0% W W 546 W W B-INLET (K-2) TG:546.67 INV. OUT: 544.37 W W 6 LF 15" HDPE S = 1.5% 546 W 544 W W W W 544 544 546 W OUTLET STRUCTURE (#1) TG: 545.2 6" ORIFICE: 544.25 15" HDPE OUT: 533.0 W 8 LF 15" HDPE S = 1.0 % 540 W HEADWALL WITH STONE RIP RAP # B2 - SEE TABLE ON SP-28 FOR MORE INFORMATION W 53 2 546 W 544 8 2 53 53 546 W 115 LF 15" HDPE S = 2.17 % Anderson Consulting Services LLC W 544 W 536 534 INV: 530.5 540 542 EXISTING GRADE PWA Checked by 100 YEAR DESIGN FLOOD ELEVATION: 544.05 (NAVD1988) PWA 2 YEAR DESIGN FLOOD ELEVATION: 543.03 (NAVD1988) Designed by ESHWT: N/E @ 538.0 INF: 0.18 IN/HR @ 540.0 Date 15" THROUGH EMBANKMENT OUTLET STRUCTURE (#1) TG: 545.2 6" ORIFICE: 544.25 INV OUT: 533.0 15" HDPE PIPE Proj. No. 100 YEAR DESIGN FLOOD ELEVATION: 545.11 2 YEAR DESIGN FLOOD (NAVD1988) ELEVATION: 544.02 (NAVD1988) 10 YEAR DESIGN FLOOD ELEVATION: 544.34 TP-25 EX. ELEV: 544.0 (NAVD1988) 15" THROUGH EMBANKMENT BCA 12 EX. ELEV: 541.0 ESHWT: 534.00 INF: 2.02 IN/HR @ 536.0 Drawn by 540 HEADWALL WITH STONE RIP RAP # B1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" AS SHOWN W W W MH RIM: 541.0 INV: 539.6 Scale W W W 542 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 542 W W W 15 LF 15" HDPE S = 0.67% EXISTING GRADE 10 YEAR DESIGN FLOOD ELEVATION:

NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 542 W W W 15 LF 15" HDPE S = 0.67% EXISTING GRADE 10 YEAR DESIGN FLOOD ELEVATION: 543.33 (NAVD1988) PROPOSED GRADE 15" THROUGH EMBANKMENT PROPOSED GRADE 6" SAND LAYER PERMEABILITY 10.0in/hr MAX TP-27 EX. ELEV: 543.0 ESHWT: N/E @ 530.0 INF: 1.58 IN/HR @ 539.0 15 EX. ELEV: 546.0 ESHWT: 539.0 INF: 0.62 IN/HR @ 541.0 18 EX. ELEV: 547.0 ESHWT: 541.00 INF: 0.71 IN/HR @ 543.0 TP-24 EX. ELEV: 546.0 ESHWT: N/E @ 538.0 INF: 0.81 IN/HR @ 540.5 16 EX. ELEV: 543.0 ESHWT: N/E @ 538.0 INF: 0.09 IN/HR @ 540.0 14 EX. ELEV: 544.0 ESHWT: 536.00 INF: 0.82 IN/HR @ 538.0 13 EX. ELEV: 541.0 ESHWT: 534.00 INF: 0.66 IN/HR @ 536.0 Know what's below. Callbefore you dig. 15" THROUGH EMBANKMENT 6" SAND LAYER PERMEABILITY 10.0in/hr MAX 7 EX. ELEV: 550.0 ESHWT: 542.00 INF: 0.27 IN/HR @ 544.0 TP-A2 EX. ELEV: 545.0 ESHWT: 538.0 INF: 0.64 IN/HR @ 540.0 TP-A1 EX. ELEV: 544.0 ESHWT: 537.0 INF: 1.39 IN/HR @ 539.0 BASIN #1 - KUZIK ROAD R TP-26 EX. ELEV: 538.0 ESHWT: N/E @ 525.0 INF: N/A 11 EX. ELEV: 543.0 ESHWT: 534.00 INF: 1.87 IN/HR @ 538.0 8 EX. ELEV: 550.0 ESHWT: 542.00 INF: 0.17 IN/HR @ 543.0 6 EX. ELEV: 548.0 ESHWT: 540.00 INF: 0.79 IN/HR @ 542.0 TP-B2 EX. ELEV: 547.0 ESHWT: 538.0 INF: 0.89 IN/HR @ 540.0 TP-B1 EX. ELEV: 545.0 ESHWT: 537.0 INF: 1.12 IN/HR @ 539.0 5 EX. ELEV: 546.0 ESHWT: 538.00 INF: 1.22 IN/HR @ 540.0 PRELIMINARY AND FINAL SITE PLAN 2' WIDE CONCRETE CORE BASIN #2 - KUZIK ROAD SP-55 SHEET 55 OF 60