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Docusign Envelope ID: 1D90532D-13B2-4B20-B09E-14585552A3CB W W W W W W W W W W W S W S S W S W 6 W W STORM MANHOLE S 59 4 W S W S W W S W S W W W W S W W W S W W S W W W 10 YEAR DESIGN FLOOD ELEVATION: 577.06 (NAVD1988) TP-G2 EX. ELEV: 538.0 ESHWT: N/E @ 522.0 INF: 0.74 IN/HR @ 529.0 TP-G1 EX. ELEV: 534.0 ESHWT: N/E @ 519.0 INF: 0.95 IN/HR @ 528.0 BASIN #7 - WARNER ROAD R Know what's below. Callbefore you dig. TP-E2 EX. ELEV: 586.00 ESHWT: 577.00 INF: 0.69 IN/HR @ 579.0 35 EX. ELEV: 594.00 ESHWT: NE @ 585.00 INF: 0.82 IN/HR @ 588.0 36 EX. ELEV: 586.00 ESHWT: 577.00 INF: 0.5 IN/HR @ 579.0 37 EX. ELEV: 594.00 ESHWT: NE @ 588.00 INF: 0.63 IN/HR @ 589.0 TP-E1 EX. ELEV: 590.00 ESHWT: 583.00 INF: 0.61 IN/HR @ 585.0 ROAD D POROUS PAVEMENT BASIN 11 TP-D1 EX. ELEV: 578.00 ESHWT: 568.00 INF: 0.64 IN/HR @ 570.0 6" SAND LAYER PERMEABILITY 10.0in/hr MAX PWA Checked by 100 YEAR DESIGN FLOOD ELEVATION: 578.30 (NAVD1988) 15" THROUGH WALL 6" SAND LAYER PERMEABILITY 10.0in/hr MAX PWA 2 YEAR DESIGN FLOOD ELEVATION: 576.51 (NAVD1988) PROPOSED GRADE Date OUTLET STRUCTURE (#7) TG: 533.0 4" ORIFICE: 531.35 INV OUT: 531.0 15" HDPE PIPE Designed by 2 YEAR DESIGN FLOOD ELEVATION: 590.61 (NAVD1988) BCA 100 YEAR DESIGN FLOOD ELEVATION: 592.06 (NAVD1988) Drawn by 10 YEAR DESIGN FLOOD ELEVATION: 591.27 (NAVD1988) Proj. No. W SAN-MH 10 RIM:592.27 INV. IN: 577.43 38 EX. ELEV: 578.00 ESHWT: NE @ 573.00 INF: 0.45 IN/HR @ 575.0 ROAD D BASIN BASIN 10 PRELIMINARY AND FINAL SITE PLAN W Anderson Consulting Services LLC W S W W S W W S W S W S W B-INLET (D-14) TG:593.00 INV. OUT: 590.00 15" THROUGH EMBANKMENT 39 EX. ELEV: 537.0 ESHWT: N/E @ 528.0 INF: 0.81 IN/HR @ 530.0 S 580 213 LF 8" SDR-35 PVC S = 2.00% W S W W S W W 57 FILTERRA OUTLET STRUCTURE (#7) TG: 533.0 4" ORIFICE: 531.35 INV OUT: 531.0 15" HDPE PIPE 100 YEAR DESIGN FLOOD ELEVATION: 533.03 (NAVD1988) 2 YEAR DESIGN FLOOD ELEVATION: 531.61 (NAVD1988) S W w S W W 73 LF 15" HDPE S = 7.85 % 582 84 LF 15" HDPE S = 3.75 % W W W W W 10 YEAR DESIGN FLOOD ELEVATION: 532.04 (NAVD1988) S W W w W W W B-INLET (D-13) TG:593.00 INV. OUT: 590.00 CASCADE SEPARATOR TG:534.00 EXISTING GRADE S S S W W S W W W W W STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):590.0 INV: 590.0 STORM MANHOLE RIM:

W B-INLET (D-13) TG:593.00 INV. OUT: 590.00 CASCADE SEPARATOR TG:534.00 EXISTING GRADE S S S W W S W W W W W STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):590.0 INV: 590.0 STORM MANHOLE RIM: 593.55 (CB-73)INV(IN):590.10 (CB-74)INV(IN):590.10 INV: 590.20 OUTLET STRUCTURE (#7) TG: 533.00 12" ORIFICE: 531.38 INV: 531.0 (15" OUT) 532 S W W S W W W W 56 LF 12" POROUS HDPE S=0% HEADWALL WITH STONE RIP RAP # B7 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" W S W W W 34 LF 24" HDPE S = 0.87% INV: 531.00 S W S W CASCADE SEPARATOR MTD-2 w W 20 LF 18" HDPE S = 1.00% S W W W 536 S S W W W STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") 584 S S W W W 5 LF 15" SOLID HDPE S = 1.0 % WETLANDS EDUCATIONAL SIGN 5 LF 15" HDPE S = 1.05% B-INLET (CB-41) TG:594.94 INV(OUT):590.05 S S W S W W B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 S W W W 538 OCS-10 TG:577.50 42"x12" OPENING: 576.25 INV. OUT: 573.75 S W W 80 LF 12" POROUS HDPE S=0% 534 S W W FF:618.0 GF:597.0 AS SHOWN W W 596 540 INV: 576.00 11 LF 15" SOLID HDPE S = 1.0 % FF:618.0 Scale W W PROPOSED HEADWALL WITH LEVEL SPREADER 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W S 17 LF 15" HDPE S = 1.16% CASCADE SEPARATOR MTD-1 58 LF 15" HDPE S = 1.03% S S S W W W 175 LF 15" SOLID HDPE S = 1.0 % S S W W W S W W-2 TG:535.00 (W-3) INV. IN: 532.92 INV. OUT: 532.82 INV: 576.00 STONE RIP RAP # B10-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" SAN-MH 11 RIM:596.54 INV. OUT: 581.69 S S W 532 W 22 LF 15" HDPE S = 1.00% 542 W-1 TG:535.00 (W-2) INV. IN: 532.60 INV. OUT: 532.50 B-INLET (D-6) TG:580.29 (D-5) INV. IN: 575.15 INV. OUT: 576.13 STORM MH RIM: 597.0 INV: 590.0 (12" OUT) INV: 590.0 (12" IN) S W W STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) S W 534 W 546 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W 552 W W 550 W W 546 548 .1 W 6 53 W 17 LF 12" POROUS HDPE S=0% S 153 LF 15" HDPE S = 5.88% STONE RIP RAP # B10-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" 107 LF 15" HDPE S = 1.03% S W 8 S W GD W 110 LF 15" HDPE S = 2.65% S W W B-INLET (W-3.1) TG:546.33 INV. OUT: 543.33 W 544 DIN W W 548 59 S W W OUTLET STRUCTURE

RMATION D50 = 6" 107 LF 15" HDPE S = 1.03% S W 8 S W GD W 110 LF 15" HDPE S = 2.65% S W W B-INLET (W-3.1) TG:546.33 INV. OUT: 543.33 W 544 DIN W W 548 59 S W W OUTLET STRUCTURE (#11) RIM: 597.0 T' WEIR: 590.10 INV: 590.00 (15" OUT) INV: 590.00 (12" IN) S W W W 2 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 IL BU W W W 54 540 B-INLET (D-8) TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 ENCASE PIPE IN CEMENT UNDER WALL PAUL W. ANDERSON W W W 538 19 LF 15" SOLID HDPE S = 3.42 % S W W W 24 LF 15" HDPE S = 5.32% 544 550 CASCADE SEPARATOR MTD-36 W W W W 548 546 W W W W 550 B-INLET (D-13) TG:593.00 INV. OUT: 590.00 D-10 TG:603.50 (D-11) INV. IN: 597.40 (D-9) INV. IN: 597.40 INV. OUT: 597.30 W 552 W W W W B-INLET (W-3) TG:546.31 (W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 W W STRUCTURE - (368) TG:598.40 (D-10) INV. IN: 594.40 INV. OUT: 594.30 W 60 0 W W 4 W W 55 (CB-73)INV(IN):590.10 (CB-74)INV(IN):590.10 INV: 590.20 W W 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % SP-56 SHEET 56 OF 60