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W W W Docusign Envelope ID: 1D90532D-13B2-4B20-B09E-14585552A3CB W W W INV: 544.0 W W CASCADE SEPARATOR MTD-19 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 24" HDPE S = 9.26% INV: 544.50 550 54 548 W 4 55 W 0 546 544.5 W 55 W W W W W W W W 0 W W W W B-INLET (K-1) TG:546.57 (K-2) INV. IN: 544.27 INV. OUT: 544.27 54 W 8 W CASCADE SEPARATOR MTD-20 HEADWALL WITH STONE RIP RAP # B2-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" W 54 W W W W W 8 W W 22 LF 15" HDPE S = 0.45% INV: 544.50 W 546 W 6 LF 15" HDPE S = 1.5% W 540 HEADWALL WITH STONE RIP RAP # B2-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W 554 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 S = 0.4 % W 2 W 550 55 PAUL W. ANDERSON W W 95 LF 36" HDPE S = 5.0% W W 546 W B-INLET (K-2) TG:546.67 INV. OUT: 544.37 544.5 546 546 544 W W W W W 540 W W W 546 8 53 W 115 LF 15" HDPE S = 2.17 % 143 LF 15" HDPE S = 3.6 % W 546 Anderson Consulting Services LLC 536 534 540 544 532 INV: 530.5 W OUTLET STRUCTURE (#1) TG: 546.0 8"x48" OPENING: 544.4 10" ORIFICE: 544.0 15" HDPE OUT: 533.0 544 542 HEADWALL WITH STONE RIP RAP # B1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" PWA Checked by ESHWT: N/E @ 538.0 INF: 0.18 IN/HR @ 540.0 PWA 100 YEAR DESIGN FLOOD ELEVATION: 545.76 (NAVD1988) Designed by 2 YEAR DESIGN FLOOD ELEVATION: 545.16 (NAVD1988) Date 36" THROUGH EMBANKMENT OUTLET STRUCTURE (#1) TG: 546.0 8"x48" OPENING: 544.4 10" ORIFICE: 544.0 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 54 0 AS SHOWN W W 542 Scale W 542 W W W OUTLET STRUCTURE (#2) TG: 545.5 18" SHARP CRESTED WEIR: 545.2 15" HDPE OUT: 538.89 70 LF 15" HDPE S = 2.7 % MH RIM: 541.0 INV: 537.0 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 544 W W W W 15 LF 15" HDPE S = 0.67% EXISTING GRADE EXISTING GRADE 10 YEAR DESIGN

: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W W W W 544 W W W W 15 LF 15" HDPE S = 0.67% EXISTING GRADE EXISTING GRADE 10 YEAR DESIGN FLOOD ELEVATION: 545.40 (NAVD1988) 2' WIDE CONCRETE CORE 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. 6" SAND LAYER PERMEABILITY 10.0in/hr MAX 15" THROUGH EMBANKMENT 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 PROPOSED GRADE BASIN #2 - KUZIK ROAD SP-55 SHEET 55 OF 60