WEH Full Civil Set Submission 2 7 1 24

590 60 60 W 4 PROP. HYD #6 PROPOSED HYDRANT VALVE W 61 60 87 LF 15" HDPE S = 0.5 % w 2 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 62 61 MATCHLINE SP-20 SP-19 SHEET 19 OF 60

0 59 8 58 6 578 W W 33 LF 15" HDPE S = 3.07% W W 114 LF 15" HDPE S = 3.05% B-INLET FF:564.0 TG: 562.0 INV: 559.1 W 4 MANHOLE (A-MH.1) TG:560.44 (A-1.1) INV. IN: 553.42 (OCS-3) INV. IN: 556.40 INV. OUT: 556.30 560 56 B-INLET (K-3) TG:553.34 (K-MH.5) INV. IN: 548.82 (K-4) INV. IN: 548.82 INV. OUT: 548.72 56 2 0 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % 55 4 W W W 115 LF 15" HDPE S = 9.26% W 55 OUTLET STRUCTURE (#3) TG: 563.2 DOG PARK 6" ORIFICE: 559.5 6 559.0 12" HDPE 55IN: 15" HDPE OUT: 559.0 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 B-INLET (K-4) TG:553.34 (A-7) INV. IN: 550.34 INV. OUT: 549.04 552 550 548 546 W W 2 550 W W 8 6 54 Call before you dig. 558 8 6 55 FF:563.0 554 54 Know what's below. B-INLET (W-4.1) TG:558.76 INV. OUT: 555.76 W 55 550 INV: 544.0 R 560 55 6 558 95 LF 24" HDPE S = 5.0% CASCADE SEPARATOR CS-5 (TYP) SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. PWA PWA Designed by Checked by 22 LF 15" HDPE S = 1.08% W 55 W 2 18 LF 15" HDPE S = 1.00% B-INLET (W-4) TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 W 564 56 160 LF 15" HDPE S = 2.95% 564 562 E-INLET (A-1.1) TG:561.76 (A-1) INV. IN: 554.64 (OVERFLOW) INV. IN: 554.64 INV. OUT: 554.54 564 W W FF:564.0 6 B-INLET (W-5.1) TG:568.45 INV. OUT: 565.45 BCA 55 564 Drawn by 43 LF 15" HDPE S = 1.01% W B-INLET (A-7) TG:557.55 (A-6) INV. IN: 553.93 INV. OUT: 553.83 Date 4 Proj. No. 56 W B-INLET (A-1) TG:563.10 (A-2) INV. IN: 559.50 (A-4) INV. IN: 555.20 INV. OUT: 555.10 W 20 LF 15" HDPE S = 1.02% W 6 56 566 MATCHLINE SP-21 PRELIMINARY AND FINAL SITE PLAN W 135 LF 15" HDPE S = 7.29% AS SHOWN 8 85 LF 15" HDPE S = 1.87% 562 560 558 W 5W6 8 8 55 B-INLET (A-6) TG:557.28 (A-5) INV. IN: 554.28 INV. OUT: 554.18 570 0 B-INLET (W-5) TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 56 564 42 LF 15" HDPE S = 4.86% 572 Scale W 81 LF 15" HDPE S = 7.35% 2 57 57 187 LF 15" HDPE S = 4.39% OUTLET STRUCTURE (#4) TG: 578.2 6" ORIFICE: 573.5 15" HDPE IN: 572.0 15" HDPE OUT: 572.0 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W w w PROP. HYD #1 143 LF 15" HDPE S

72.0 15" HDPE OUT: 572.0 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W w w PROP. HYD #1 143 LF 15" HDPE S = 1.00% W 2 560 57 566 w 564 56 0 PROPOSED HYDRANT VALVE 58 B-INLET (W-6) TG:573.60 (K-MH.17) INV. IN: 570.24 (OCS8) INV. IN: 570.24 INV. OUT: 570.14 4 A-2 TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 56 6 48 LF 15" HDPE S = 1.24% 57 568 PROPOSED IN LINE WATER562 VALVE MANHOLE (K-MH.5) TG:558.53 (K-6) INV. IN: 553.74 INV. OUT: 553.64 234 LF 15" HDPE S = 0.0% 4 B-INLET (A-4) TG:559.87 INV. OUT: 556.87 168 LF 15" HDPE S = 3.55% W-9 TG:576.50 INV. OUT: 573.50 576 57 2 58 6 59 2 574 574 576 W W 576 574 572 568 564 56 578 8 57 57 2 570 E-INLET (A-5) TG:559.50 INV. OUT: 556.50 6 4 57 B-INLET (K-7) TG:567.50 (K-7.1) INV. IN: 564.50 INV. OUT: 564.40 566 12" POROUS UNDER DRAINS (TYP) C.O. INV(IN):573.0 INV(OUT):569.2 578 4 56 570 57 140 LF 15" HDPE S = 6.75% N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 59 6 596 600 598 W W W W E-INLET (K-7.1) TG:570.25 INV. OUT: 567.25 RY NITA A S % -35 SDR S = 0.5 " 8 S VC F L 74 ER P SEW MANHOLE (K-MH.17) TG:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 572 30 LF 15" HDPE S = 9.03% S W 580 574 6 W 572 56 5 140 LF 15" HDPE S = 7.50% A-E TG:573.50 INV. OUT: 572.0 W 4 22 LF 15" HDPE S = 1.00% S 82 Anderson Consulting Services LLC 57 56 8 W 0 0 57 B-INLET (K-6) TG:567.49 (K-MH.8) INV. IN: 563.21 (K-7) INV. IN: 564.18 INV. OUT: 563.21 4 58 58 2 6 57 W W S 58 2 57 FT-HC 4'x6' (TYP) W K-16 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 .1 BUILDING A FF:602.0 GF:579.0 W 8 57 W 590 S 584 W W W w B-INLET (K-10) TG:588.86 INV. OUT: 585.86 S 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: 592.50 594 22 LF 15" HDPE S = 1.82% 592 W 580 136 LF 15" HDPE S = 1.43% W B-INLET (K-14) TG:594.59 (k-14.1) INV. IN: 591.59 INV. OUT: 590.30 SAN-MH7 RIM:599.38 INV. IN: 587.55 INV. OUT: 587.45 MANHOLE (K-MH.11) TG:597.10 (K-MH.12) INV. IN: 586.65 (OCS-6) INV. IN: 594.10 INV. OUT: 586.55 SAN-MH8 RIM:594.86 INV. OUT: 590.13 W 22 LF 15" HDPE S = 1.00% 69 LF 15" HDPE S = 7.00% S W W 596 594 592 22 LF 15" HDPE S = 1.00% w 132 LF 8" SDR-35

S-6) INV. IN: 594.10 INV. OUT: 586.55 SAN-MH8 RIM:594.86 INV. OUT: 590.13 W 22 LF 15" HDPE S = 1.00% 69 LF 15" HDPE S = 7.00% S W W 596 594 592 22 LF 15" HDPE S = 1.00% w 132 LF 8" SDR-35 PVC S = 1.00% 258 LF 8" SDR-35 PVC S = 1.00% 590 588 582 W 596 594 2 0 59 8 58 586 584 W 39 LF 6" HDPE S = 15.0% 598 w W W S W PROPOSED IN LINE WATER VALVE (TYP) w S W W W S W W W w W W 590 w w w W 598 598 596 W w w W W S W 59 2 W S S S S W W w w S 600 594 59 W w S 00 PAUL W. ANDERSON W W 0 S 594 W W W B-INLET (C-1) TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 596 2 S S MANHOLE (K-MH.8) TG:581.43 INV. IN: 577.10 INV. OUT: 577.00 594 588 W PROPOSED IN LINE WATER VALVE 598 60 6 w 596 W 8 59 596 W 116 LF 15" HDPE S = 1.00% 206 LF 15" HDPE S = 1.00% 590 w 113 LF 15" HDPE S = 6.53% 130 LF 15" HDPE S = 1.6% 158 LF 15" HDPE S = 8.72% w S = 1.14% PROPOSED HYDRANT VALVE 600 59 B-INLET (K-9) TG:588.90 (K-MH.11) INV. IN: 584.60 (K-10) INV. IN: 585.64 INV. OUT: 584.50 w 594 MANHOLE RIM: 588.0 INV: 579.0 HYDRANT VALVE PROPOSED IN LINE WATER VALVE 602 602 598 PROPOSED IN LINE WATER VALVE 6" ORIFICE: 579.5 15" HDPE IN: 579.0 15" HDPE OUT: 579.0 544 542 540 538 548 SP-20 SHEET 20 OF 60

INV. OUT: 553.83 W W 4 TG: 562.0 INV: 559.1 MANHOLE (A-MH.1) TG:560.44 (A-1.1) INV. IN: 553.42 (OCS-3) INV. IN: 556.40 INV. OUT: 556.30 560 56 B-INLET (K-3) TG:553.34 (K-MH.5) INV. IN: 548.82 (K-4) INV. IN: 548.82 INV. OUT: 548.72 56 2 0 6 55 W 8 55 FF:563.0 558 115 LF 15" HDPE S = 9.26% W W B-INLET (K-4) TG:553.34 (A-7) INV. IN: 550.34 INV. OUT: 549.04 55 2 W 550 95 LF 24" HDPE S = 5.0% OUTLET STRUCTURE (#3) TG: 563.2 DOG PARK 6" ORIFICE: 559.5 6 559.0 12" HDPE 55IN: 15" HDPE OUT: 559.0 INV: 544.0 554 CASCADE SEPARATOR CS-5 (TYP) 54 6 W 552 W 548 0 546 544 W B-INLET (K-1) TG:546.57 (K-2) INV. IN: 544.27 INV. OUT: 544.27 W 8 W HEADWALL WITH STONE RIP RAP # B2-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" 540 W 22 LF 15" HDPE S = 0.45% 546 W 15 LF 15" HDPE S = 0.67% 542 W 8 8 53 538 W 37 LF 15" HDPE S = 1.0 % W 536 536 W FT-HC 4'x6' (TYP) B-INLET TG: 533.5 INV: 531.5 145 LF 15" HDPE S = 3.8 % CONNECT TO EXISTING INLET INV: 526.0 Call before you dig. 534 W FT-HC 4'x6' (TYP) Know what's below. PWA PWA Checked by W 540 Date 544 53 4 B-INLET TG: 533.5 INV: 531.8 PRELIMINARY AND FINAL SITE PLAN 53 HEADWALL WITH STONE RIP RAP # B2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" Proj. No. 540 W 2 53 8 LF 15" HDPE S = 1.0 % 540 546 Designed by 544 546 BCA W 536 534 MH RIM: 541.0 INV: 539.6 Drawn by W 542 542 R 546 544 W W OUTLET STRUCTURE (#1) TG: 545.2 6" ORIFICE: 544.25 15" HDPE OUT: 533.0 HEADWALL WITH STONE RIP RAP # B1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" 544 546 Anderson Consulting Services LLC W 6 LF 15" HDPE S = 1.5% 544 115 LF 15" HDPE S = 2.17 % 60 LF 15" HDPE S = 4.83 % INV: 539.5 INV: 544.00 B-INLET (K-2) TG:546.67 INV. OUT: 544.37 2 OUTLET STRUCTURE (#2) TG: 545.1 18" SHARP CRESTED WEIR: 544.68 6" ORIFICE: 544.0 15" HDPE OUT: 542.5 AS SHOWN W W HEADWALL WITH STONE RIP RAP # B2-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" Scale 55 54 53 35 LF 15" HDPE S = 9.26% INV: 544.00 4 54 550 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 8 W 54 HEADWALL WITH STONE RIP RAP # B1-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" INV: 530.5 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 564 2 33 LF 15" HDPE S = 3.07% 114

s.com 8 W 54 HEADWALL WITH STONE RIP RAP # B1-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" INV: 530.5 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 564 2 33 LF 15" HDPE S = 3.07% 114 LF 15" HDPE S = 3.05% B-INLET FF:564.0 55 MATCHLINE SP-20 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W 564 18 LF 15" HDPE S = 1.00% E-INLET (A-1.1) TG:561.76 (A-1) INV. IN: 554.64 (OVERFLOW) INV. IN: 554.64 INV. OUT: 554.54 56 160 LF 15" HDPE S = 2.95% 564 PAUL W. ANDERSON W MATCHLINE SP-20 SP-21 SHEET 21 OF 60

22 LF 15" HDPE S = 1.08% 560 B-INLET (W-4.1) TG:558.76 INV. OUT: 555.76 60 4 W 558 60 4 ST W 55 6 W 4 W W 552 .0 7 B-INLET (C-4) 59 F: B-INLET (K-15) TG:591.20 (C-1) INV. IN: 588.30 INV. OUT: 588.20 G W 8 59 6 59 59 6 53 6 B-INLET (W-3.1) TG:546.33 INV. OUT: 543.33 4 22 LF 15" HDPE S = 1.00% W 59 6 B-INLET (C-1) TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 2 57 S W S S 2 S 6 57 S W S W S 56 W W W 4 57 W W MANHOLE (K-MH.17) TG:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 S S SAN S -35 0.5% R D S S= F 8" S 74 L ER PVC SEW S W 0 Y ITAR W W W S W W S W 4 57 82 LF 12" HDPE S = 0.0% W S W 576 W W W W 2 57 W 570 42 LF 15" HDPE S = 6.57% W W 8 56 W SAN-MH3 RIM:566.76 INV. IN: 564.90 INV. OUT: 564.80 115 LF 15" SOLID HDPE S = 3.1% INV: 562.0 PWA 16 LF 12" POROUS HDPE 22 LF 15" HDPE S = 1.00% W 135 LF 15" HDPE S = 7.29% OUTLET STRUCTURE (#8) RIM: 575.7 INV: 573.0 (IN & OUT) MATCHLINE SP-23 57 4 PRELIMINARY AND FINAL SITE PLAN W W CO INV: 573.0 W W 33 LF 15" HDPE S = 0.64% Checked by W S W W 568 572 B-INLET (W-5) TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 PWA W 570 Date Proj. No. S 8 57 W 196 LF 8" SDR-35 PVC S = 2.00% W W 574 W 4" POROUS UNDER DRAINS (TYP) 60 FT BRIDGE SPANNING WETLANDS 48 LF 15" HDPE S = 1.24% 81 LF 15" HDPE S = 7.35% Designed by W S 572 168 LF 15" HDPE S = 3.55% W-9 TG:576.50 INV. OUT: 573.50 576 FT-HC 4'x6' (TYP) B-INLET (W-9) TG: 529.80 INV. IN: 528.40 BCA W W 578 B-INLET (W-6) TG:573.60 (K-MH.17) INV. IN: 570.24 (OCS8) INV. IN: 570.24 INV. OUT: 570.14 572 578 Drawn by 578 W W 12" POROUS UNDER DRAINS (TYP) C.O. INV(IN):573.0 INV(OUT):569.2 150 LF 15" HDPE S = 1.8% 5 8 w 58 S AS SHOWN 56 6 56 8 0 64 Anderson Consulting Services LLC 584 57 58 6 580 w 140 LF 15" HDPE S = 7.50% A-E TG:573.50 INV. OUT: 572.0 SAN-MH4 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 W W W CASCADE SEPARATOR TG:534.00 (W-1) INV. IN: 532.20 INV. OUT: 532.12 S W 58 OUTLET STRUCTURE (#7) TG: 533.00 INV: 531.6 (IN) INV: 531.0 (OUT) 532 W 580 578 2 5 SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 w W W HEADWALL WITH STONE RIP RAP # B7 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 58 8 58 S

:579.28 INV. IN: 574.28 INV. OUT: 574.18 w W W HEADWALL WITH STONE RIP RAP # B7 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 58 8 58 S 82 K-16 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 263 LF 8" SDR-35 PVC S = 2.00% 8 0 59 W W W INV: 531.00 534 W B-INLET (W-8) TG:529.80 INV. OUT: 528.40 0 59 4 58 W W 34 LF 24" HDPE S = 0.87% 6 58 W W W S 536 20 LF 18" HDPE S = 1.00% W-MH.2 TG:530.00 (W-MH.1) INV. IN: 528.30 (W-9) INV. IN: 528.30 (W-8) INV. IN: 528.30 INV. OUT: 528.20 6 58 59 2 59 2 W 57 594 590 S W W 538 206 LF 8" SDR-35 PVC S = 5.69% 594 W 4 S W CLUBHOUSE 57 540 596 22 LF 15" HDPE S = 1.82% 592 POOL 586.2 6 590 W 588 w W 594 Scale 69 LF 15" HDPE S = 7.00% S W 57 592 w FF:600.1 BF:587.1 598 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 596 W W 594 598 w FT-HC 4'x6' (TYP) 600 W 532 59 598 534 61 LF 15" HDPE S = 1.14% 596 552 602 W 550 596 542 14 LF 15" HDPE S = 0.60% WETLANDS EDUCATIONAL SIGN 8 548 W 546 548 0 8 542 W 552 60 59 S W-2 TG:535.00 (W-3) INV. IN: 532.92 INV. OUT: 532.82 B-INLET (C-3) TG:599.00 INV. OUT: 596.00 59 546 W-1 TG:535.00 (W-2) INV. IN: 532.60 INV. OUT: 532.50 65 LF 15" HDPE S = 3.08% 0 73 LF 15" HDPE S = 3.43% 540 538 153 LF 15" HDPE S = 5.88% 60 544 550 544 TG:599.50 INV. OUT: 596.50 PROP. HYD #4 550 548 546 2 60 55 B-INLET (W-3) TG:546.31 (W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 2 ST 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % B-INLET (C-2) TG:597.00 (C-4) INV. IN: 594.00 (C-3) INV. IN: 594.00 INV. OUT: 593.90 60 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 606 ST N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 ST W W B-INLET (W-4) TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 E-INLET TG: 605.9 INV: 603.0 ST MATCHLINE SP-23 MATCHLINE PAUL W. ANDERSON 562 566 W Know what's below. Call before you dig. W R W MATCHLINE 562 564 B-INLET (W-5.1) TG:568.45 INV. OUT: 565.45 SP-22 SHEET 22 OF 60

MATCHLINE SP-22 11 LF 15" SOLID HDPE INV: 580.4 W 582 S = 1.0 % FF:618.0 GF:597.0 B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 S 596 2 58 PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY W 80 LF 12" POROUS HDPE S=0% S W B-INLET (CB-41) TG:594.94 INV(OUT):590.05 w 5 LF 15" SOLID HDPE S = 1.0 % PROP. HYD #5 PROPOSED HYDRANT VALVE S w STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") w PROPOSED IN LINE WATER VALVE W S 56 LF 12" POROUS HDPE S=0% W W S W W 6 58 B-INLET (D-14) TG:593.00 INV. OUT: 590.00 S 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 POOL 586.2 213 LF 8" SDR-35 PVC S = 2.00% 59 4 WETLANDS EDUCATIONAL SIGN SAN-MH 10 RIM:592.27 INV. IN: 577.43 INV. OUT: 577.33 S B-INLET (D-13) TG:593.00 INV. OUT: 590.00 W 8 56 59 2 S 56 FF:618.0 B-INLET (D-7) TG:589.50 GF:594.0 INV. OUT: 586.50 W 2 W STONE RIP RAP # B10-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" S 203 LF 8" SDR-35 PVC S = 1.99% S 56 6 57 0 W W W W W W 4 W W W W W W 0 58 2 0 58 57 57 8 57 6 592 57 W PWA AS SHOWN Anderson Consulting Services LLC Checked by W W PWA W W W 0 578 0 8 56 P.S. 124 LF 8" SDR-35 PVC S = 0.52% PUMP STATION-MH1 RIM:570.66 INV. IN: 562.90 INV. IN: 563.00 Designed by W 594 58 S 0 584 586 B-INLET (D-2) TG:573.75 (D-1) INV. IN: 570.75 INV. OUT: 570.65 BCA W S S S Date 42 LF 15" HDPE S = 1.00% S 596 4 57 57 S 6 Call before you dig. SAN-MH2 RIM:566.09 INV. IN: 563.65 INV. OUT: 563.55 56 Know what's below. S 2 57 S 8 MATCHLINE SP-22 R 8 57 S 6 S 56 B-INLET (D-18) TG:565.52 INV:562.80 S 57 57 4 0 57 56 6 580 6 57 2 S W S 57 568 16 LF 12" POROUS HDPE S = 0% INV: 562.8 B-INLET (D-17) TG:565.52 INV(OUT):562.80 566 SAN-MH3 RIM:566.76 INV. IN: 564.90 INV. OUT: 564.80 115 LF 15" SOLID HDPE S = 3.1% INV: 562.0 S CASCADE 5 SEPARATOR76 CS-5 (TYP) W 114 LF 8" SDR-35 PVC S = 1.01% Drawn by W D-4 TG:580.00 (D-3) INV. IN: 576.58 INV. OUT: 576.48 S 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 Scale .2 ING D LGF:582.0 582 Proj. No. W SAN-MH 9 RIM:580.94 INV. IN: 573.29 INV. OUT: 573.19 584 23 LF 15" HDPE S =

RIP RAP # B10 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" INV: 572.00 Scale .2 ING D LGF:582.0 582 Proj. No. W SAN-MH 9 RIM:580.94 INV. IN: 573.29 INV. OUT: 573.19 584 23 LF 15" HDPE S = 1.08% B-INLET (D-1) TG:573.75 INV. OUT: 571.00 175 LF 8" SDR-35 PVC S = 5.81% 88 59 5 50 LF 8" SDR-35 PVC S = 1.38% 62 LF 15" HDPE S = 1.01% B-INLET (D-5) TG:580.22 (D-4) INV. IN: 575.85 INV. OUT: 575.75 B-INLET (D-3) TG:580.00 INV. OUT: 577.00 PRELIMINARY AND FINAL SITE PLAN W W W 60 LF 15" HDPE S = 1.00% W S 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 S W W 586 W S 568 INV: 576.00 BUILD W 570 W S 60 FT BRIDGE SPANNING WETLANDS 5 LF 15" HDPE S = 1.05% 2'x3' SCOUR HOLE D50 = 6" HW INV: 555.00 26 LF 12" DIP S = 1.0% OUTLET STRUCTURE (#9) TG: 568.2 (100 YR OVERFLOW): 565.45 (4"x40" WEIR): 564.9 3" ORIFICE: 563.0 INV(12" IN): 562.8 INV (12" OUT): 555.25 588 S W S 196 LF 8" SDR-35 PVC S = 2.00% 17 LF 15" HDPE S = 1.16% CASCADE SEPARATOR CS-5 (TYP) 58 LF 15" HDPE S = 1.03% W 572 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com S W W W S INV: 576.00 STONE RIP RAP # B10-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" S W W W 0 59 B-INLET (D-6) TG:580.29 (D-5) INV. IN: 575.15 INV. OUT: 576.13 S 5 74 S 57 4 57 6 B-INLET (D-8) TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 ENCASE PIPE IN CEMENT UNDER WALL SAN-MH4 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 4 56 W 57 2 19 LF 15" SOLID HDPE S = 3.42 % 6 57 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W S PAUL W. ANDERSON 56 LF 15" SOLID HDPE S = 1.0 % SAN-MH 11 RIM:596.54 INV. OUT: 581.69 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. MATCHLINE SP-24 W MATCHLINE SP-24 FT-HC 4'x6' (TYP) SP-23 SHEET 23 OF 60