WEH Full Civil Set Submission 2 7 1 24

W W W W W S S S S W W W 532 W W W W STONE RIP RAP # B10-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" W W 22 LF 15" HDPE S = 1.00% INV: 576.00 STORM MH RIM: 597.0 INV: 590.0 (12" OUT) INV: 590.0 (12" IN) W W STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) S 552 W 534 W 550 .1 W 17 LF 12" POROUS HDPE S=0% 17 LF 15" HDPE S = 1.16% CASCADE SEPARATOR CS-5 (TYP) 58 LF 15" HDPE S = 1.03% W W 5 LF 15" HDPE S = 1.05% W W S W W SAN-MH 11 RIM:596.54 INV. OUT: 581.69 S W W 56 LF 15" SOLID HDPE S = 1.0 % S W S W S S W INV: 576.00 S W 542 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W W B-INLET (D-6) TG:580.29 (D-5) INV. IN: 575.15 INV. OUT: 576.13 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W GD W 107 LF 15" HDPE S = 1.03% S W 6 53 W 546 548 DIN W W W 546 W 544 8 S W W W B-INLET (W-3.1) TG:546.33 INV. OUT: 543.33 110 LF 15" HDPE S = 2.65% S W W 548 59 PAUL W. ANDERSON IL BU W W OUTLET STRUCTURE (#11) RIM: 597.0 INV: 590.00 (6" OUT) INV: 590.00 (12" IN) S W W W 540 538 STONE RIP RAP # B10-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" S W W 542 S W W W 550 S W W W W 24 LF 15" HDPE S = 5.32% 544 B-INLET (D-8) TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 ENCASE PIPE IN CEMENT UNDER WALL S W W W W 550 548 546 19 LF 15" SOLID HDPE S = 3.42 % 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 STRUCTURE - (368) TG:598.40 (D-10) INV. IN: 594.40 INV. OUT: 594.30 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 60 0 W W 4 W W 55 B-INLET (D-13) TG:593.00 INV. OUT: 590.00 W W 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % W (CB-74)INV(IN):590.10 INV: 590.20 59 4 S S S S S S S W W S W S W W S W S W S W W S W W S S W W W W 10 YEAR DESIGN FLOOD ELEVATION: 577.06 (NAVD1988) 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:

4.00 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 PWA Checked by 100 YEAR DESIGN FLOOD ELEVATION: 578.30 (NAVD1988) 15" THROUGH WALL 6" SAND LAYER PERMEABILITY 10.0in/hr MAX Designed by Proj. No. 2 YEAR DESIGN FLOOD ELEVATION: 576.51 (NAVD1988) Date OUTLET STRUCTURE (#7) TG: 533.0 4" ORIFICE: 531.35 INV OUT: 531.0 15" HDPE PIPE BCA 2 YEAR DESIGN FLOOD ELEVATION: 590.61 (NAVD1988) Drawn by 100 YEAR DESIGN FLOOD ELEVATION: 592.06 (NAVD1988) 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 SAN-MH 10 RIM:592.27 INV. IN: 577.43 AS SHOWN S W B-INLET (D-14) TG:593.00 INV. OUT: 590.00 Scale S S S W W W 10 YEAR DESIGN FLOOD ELEVATION: 591.27 (NAVD1988) PROPOSED GRADE TP-G2 EX. ELEV: 538.0 ESHWT: N/E @ 522.0 INF: 0.74 IN/HR @ 529.0 S S S 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com S S S 4 15" THROUGH EMBANKMENT 39 EX. ELEV: 537.0 ESHWT: N/E @ 528.0 INF: 0.81 IN/HR @ 530.0 S S S S S S S S S S S S 213 LF 8" SDR-35 PVC S = 2.00% W S 57 W W S 57 8 S 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) W W W W 10 YEAR DESIGN FLOOD ELEVATION: 532.04 (NAVD1988) 6 S S W W W W B-INLET (D-13) TG:593.00 INV. OUT: 590.00 CASCADE SEPARATOR TG:534.00 EXISTING GRADE 57 580 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 INV: 531.6 (IN) INV: 531.0 (OUT) 532 W w W HEADWALL WITH STONE RIP RAP # B7 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" S W W W INV: 531.00 534 W W W W 56 LF 12" POROUS HDPE S=0% CASCADE 5 SEPARATOR76 CS-5 (TYP) W w W W 34 LF 24" HDPE S = 0.87% W W W W 26 LF 15" HDPE S

OR MORE INFORMATION D50 = 6" S W W W INV: 531.00 534 W W W W 56 LF 12" POROUS HDPE S=0% CASCADE 5 SEPARATOR76 CS-5 (TYP) W w W W 34 LF 24" HDPE S = 0.87% W W W W 26 LF 15" HDPE S = 0.87% HEADWALL WITH STONE RIP RAP # B10 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" INV: 572.00 w W 20 LF 18" HDPE S = 1.00% W W W W W-2 TG:535.00 (W-3) INV. IN: 532.92 INV. OUT: 532.82 582 W W W 536 W W W STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") W W W W-1 TG:535.00 (W-2) INV. IN: 532.60 INV. OUT: 532.50 5 LF 15" SOLID HDPE S = 1.0 % WETLANDS EDUCATIONAL SIGN W W W 538 W W W B-INLET (CB-41) TG:594.94 INV(OUT):590.05 584 W W W W 80 LF 12" POROUS HDPE S=0% W W 2 58 W B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 W W W 153 LF 15" HDPE S = 5.88% W W 540 596 W W W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY W FF:618.0 GF:597.0 W W W 582 OCS-10 TG:576.15 INV. OUT: 573.75 60 LF 15" HDPE S = 6.06% MANHOLE (D-MH.1) TG:575.00 (OCS-10) INV. IN: 570.50 (D-2) INV. IN: 570.40 11 LF 15" SOLID HDPE S = 1.0 % FF:618.0 W INV: 580.4 W W S SP-56 SHEET 56 OF 60