WEH Full Civil Set Submission 2 7 1 24

R Know what's below. Callbefore you dig. SP-53 SHEET 53 OF 60 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-54 SHEET 54 OF 60 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

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

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

8 W 59 W OUTLET STRUCTURE (#11) RIM: 597.0 INV: 590.00 (6" OUT) INV: 590.00 (12" IN) W W W 546 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 W 544 W W W W W W (D-17) S W INV: 580.4 6 2 568 57 S S 0 S 57 80 LF 12" POROUS HDPE S=0% 57 4 57 566 HEADWALL WITH STONE RIP RAP # B2 - SEE TABLE ON SP-28 FOR MORE INFORMATION INV(OUT):562.80 57 596 2 58 8 LF 15" HDPE S = 1.0 % W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY W 582 S W MH RIM: 541.0 INV: 539.6 S W 4 W S W 532.0 530.5 15" HDPE S = 4.83% 569.2 15" RCP S = 1.0% 18" HDPE S = 0.87% 15" HDPE S = 1.0% R Know what's below. Callbefore you dig. AS SHOWN 570 580.20 539.5 534.70 BASIN #1 - DISCHARGE PROFILE PWA 572 580.40 BASIN #2 - DISCHARGE PROFILE BASIN #11 - DISCHARGE PROFILE BASIN #10 - DISCHARGE PROFILE PRELIMINARY AND FINAL SITE PLAN 15" HDPE S = 1.72% Checked by 582.5 542.2 530.3 PWA EXISTING GRADE Designed by MH RIM:541.0 INV:539.60 (OUT) BCA MH RIM:575.0 INV:570.4 (OUT) EXISTING GRADE Date MH RIM:5451 INV:542.5 (OUT) Proj. No. 589.25 Drawn by 2' WIDE CONCRETE CORE Scale MH RIM:597.0 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com OUTLET STRUCTURE #1 TG:545.20 6" ORIFICE: 544.25 15" HDPE OUT: 533.0 5 LF 15" SOLID HDPE S Anderson Consulting Services LLC WETLANDS W 2 W S CASCADE 5 SEPARATOR76 CS-5 (TYP) W 114 LF 8" SDR-35 PVC W 540 HEADWALL WITH STONE RIP RAP # B1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" W 56 LF 15" SOLID HDPE S = 1.0 % W W 542 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 8 544 W 53 W 53 2 546 W 546 115 LF 15" HDPE S = 2.17 % 53 STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) W 536 534 INV: 530.5 W 60 LF 15" HDPE S = 4.83 % INV: 539.5 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. OUTLET STRUCTURE (#1) TG: 545.2 6" ORIFICE: 544.25 15" HDPE OUT: 533.0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 540 OUTLET STRUCTURE (#2) TG: 545.1 18" SHARP CRESTED WEIR: 544.68 6" ORIFICE: 544.0 15" HDPE OUT: 542.5 SP-57 SHEET 57 OF 60

W 126 LF 15" HDPE S = 4.36% W 604 W W FT-HC 4'x6' (TYP) W E-INLET TG: 617.0 INV: 601.5 C W 60 2 W W W ST ST FT-HC 4'x6' (TYP) ST ST ST W 612 ST W 616 ST 99 LF 15" HDPE S = 3.04% W ST W E-INLET TG: 611.3 INV: 602.6 ST ST 0 61 4 61 60 W ST 0 STRUCTURE - (368) TG:598.40 (D-10) INV. IN: 594.40 INV. OUT: 594.30 W ST ST ST ST FT-HC 4'x6' (TYP) 608 ST ST D.1 ING ILD BU ST W 606 ST W E-INLET TG: 605.9 INV: 603.0 ST ST W ST W ST 24 LF 15" HDPE S = 5.32% ST W W 60 4 W WETLANDS EDUCATIONAL SIGN SAN-MH 11 RIM:596.54 INV. OUT: 581.69 W 0 56 LF 15" SOLID HDPE S = 1.0 % S W B-INLET (C-3) TG:599.00 INV. OUT: 596.00 S S W S S W W W B-INLET (CB-41) TG:594.94 INV(OUT):590.05 S 80 LF 12" POROUS HDPE S=0% 602 6 B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 2 59 596 58 5 96 W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY S = 1.0 % FF:618.0 GF:597.0 W 582 8 59 11 LF 15" SOLID HDPE W INV: 580.4 59 8 596 6 6 58 59 2 S 6 56 0 56 8 2 57 4 W S S S 203 LF 8" SDR-35 PVC 59 4 S BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC SAN-MH4 B-INLET (D-8) TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 W W 584 57 6 S 19 LF 15" SOLID HDPE S = 3.42 % W 58 W W 580 578 6 8 58 W S W SAN-MH6 RIM:593.03 W 263 LF 8" SDR-35 PVC S = 2.00% W 2 58 S W SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 57 58 W W W S 8 W K-16 TG:591.23 (K-15) INV. IN: 587.80 SAN-MH 10 RIM:592.27 INV. IN: 577.43 INV. OUT: 577.33 W W W 59 58 57 0 0 59 4 W 2 2 S W B-INLET (D-13) TG:593.00 INV. OUT: 590.00 W 59 594 59 6 58 S W W W S W 590 W W 31 LF 15" HDPE S = 2.89% BUILDING A.2 K-14.1 FF:602.0 TG:595.50 INV.GF:579.0 OUT: 592.50 206 LF 8" SDR-35 PVC S = 5.69% 594 S W S W CLUBHOUSE S S W 588 W W 596 22 LF 15" HDPE S = 1.82% 592 S W B-INLET (D-14) TG:593.00 INV. OUT: 590.00 S W 596 594 590 S W 22 LF 15" HDPE S = 1.00% POOL 586.2 W 598 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 S S S W W 600 132 LF 8" SDR-35 PVC S = 1.00% FF:600.1 BF:587.1 598 69 LF 15" HDPE S =

V(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 S S S W W 600 132 LF 8" SDR-35 PVC S = 1.00% FF:600.1 BF:587.1 598 69 LF 15" HDPE S = 7.00% S w W 592 w 596 S W W S w 598 S W W W S S W 594 S W 213 LF 8" SDR-35 PVC S = 2.00% S S W B-INLET (K-14) TG:594.59 (k-14.1) INV. IN: 591.59 INV. OUT: 590.30 S 59 W 56 LF 12" POROUS HDPE S=0% W S S 596 598 S W S W SAN-MH7 RIM:599.38 INV. IN: 587.55 INV. OUT: 587.45 W S W W W S W w S W W W w W S W w STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") B-INLET (C-1) TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 W W W W 596 W S S S W 598 0 S 5 LF 15" SOLID HDPE S = 1.0 % W 600 W 598 594 WETLANDS EDUCATIONAL SIGN 600 61 LF 15" HDPE S = 1.14% 116 LF 15" HDPE S = 1.00% 60 D-9 TG:601.50 INV. OUT: 598.50 W MANHOLE (K-MH.12) TG:599.39 (K-13) INV. IN: 588.81 INV. OUT: 588.71 W B-INLET (K-13) TG:594.63 (K-14) INV. IN: 590.08 INV. OUT: 589.98 STORM MH RIM: 597.0 INV: 590.0 (12" OUT) INV: 590.0 (12" IN) W 73 LF 15" HDPE S = 3.43% 59 8 STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) 65 LF 15" HDPE S = 3.08% 60 0 60 W FF:619.0 G F: B-INLET (C-4) TG:599.50 INV. OUT: 596.50 107 LF 15" HDPE S = 1.03% 17 LF 12" POROUS HDPE S=0% W B-INLET (K-15) TG:591.20 (C-1) INV. IN: 588.30 INV. OUT: 588.20 .0 2 60 7 59 C BUILDING B-INLET (C-2) TG:597.00 (C-4) INV. IN: 594.00 (C-3) INV. IN: 594.00 INV. OUT: 593.90 60 2 ST 110 LF 15" HDPE S = 2.65% 8 W ST ST 59 W ST ST ST COMP. OUTLET STRUCTURE (#11) RIM: 597.0 INV: 590.00 (6" OUT) INV: 590.00 (12" IN) 60 4 ST S ST ST ST S ST ST D-10 TG:603.50 (D-11) INV. IN: 597.40 (D-9) INV. IN: 597.40 INV. OUT: 597.30 W ST W 80 LF 15" HDPE S = 0.5 % ST AS SHOWN ST ST Scale BU ILD W D-11 TG:603.50 (D-12) INV. IN: 600.50 INV. OUT: 600.40 W IN G W 218 LF 15" HDPE S =0.5 % 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 160 LF 15" HDPE SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W 87 LF 15" HDPE S = 0.5 % N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W FF:618.0 GF:607.0 PAUL W. ANDERSON 606 W 618 R Know what's below. Callbefore you dig. SP-58 SHEET 58 OF 60