Engineering Plans 2

:586.30 INV(OUT):586.30 243 LF 15" HDPE S = 2.6 % 554 131 LF 15" HDPE S = 1.0 % W W (G) STORM MH-1 RIM:572.0 (CB-69)INV(IN):568.8 (CB-20)INV(IN):567.84 INV(OUT):57.80 w W W W 94 LF 15" HDPE S = 3.4 % SAN. MANHOLE 4 RIM:572.16 INV (IN): 567.50 INV(OUT):567.00 CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 W 137 LF 8" SDR-35 SANITARY SEWER PVC S = 0.37% PROFILE - KUZIK ROAD SCALE: 1"= 50' HORIZ. 1"= 5' VERT. R Know what's below. Callbefore you dig. SP-46 SHEET 46 OF 66

534 D L . A N DE W R No. 33410 FE PR O W 542 W W W W W BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC + 540.5 INV: 540.0 AS SHOWN W 17 LF 15" HDPE S = 1.2 % 66 LF 24" HDPE S = 1.8 % 54 6 PROPOSED INFLOW HEADWALL Scale W 554 542 536 W 556 4 54 538 540 542 W 54 8 546 W 55 0 544 W 55 2 W 55 4 W 55 6 W 544 CB-3 TG:552.30 CB5-INV(IN):549.30 CB4-INV(IN):548.35 INV(OUT):548.30 CB-1 TG:546.70 CB3-INV(IN):543.70 CB2-INV(IN):543.40 INV(OUT):541.20 S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED w W W CB-58 TG:555.50 (CB-59)INV(IN):552.29 INV(OUT):552.25 8 54 546 198 LF 24" HDPE S = 2.3 % W CB-5 TG:556.80 CB7-INV(IN):553.55 CB6-INV(IN):551.74 INV(OUT):551.70 18 LF 15" HDPE S = 1.2 % 174 LF 24" HDPE S = 1.4 % 550 W CB-6 TG:556.80 (CB-58)INV(IN):552.00 INV(OUT):551.95 17 LF 15" HDPE S = 4.4 % W CB-59 TG:555.50 INV(OUT):552.50 125 LF 24" HDPE S = 2.9 % W 8 55 S 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 560 w CB-7 TG:561.80 CB8-INV(IN):558.55 CB9-INV(IN):557.25 INV(OUT):557.20 17 LF 15" HDPE S = 1.5 % N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 53 4 538 TW: 544.0 BW: 540.5 + 540.5 + 540.5 + 540.5 TW: 544.0 BW: 540.5 17 LF 15" HDPE S = 1.7 % 554 PAUL W. ANDERSON 30"x5" ORIFICE: 543 24"x6" ORIFICE: 542 .65 .76 24" CLASS 5 RCP OU T: 541.00 540 TW: 546.0 BW: 542.0 TW: 546.0 BW: 542.0 TW: 546.0 BW: 542.0 BW: 540.5 CB-2 TG: 546.70 INV(OUT): 543.70 + 540.5 + 542.0 + 542.0 + 542.0 + 542.0 + 542.0 TW: 548.0 BW: 546.0 BW: 542.0 CB-4 TG:552.30 INV(IN):549.15 INV(OUT):549.10 TW: 546.0 BW: 542.0 556 + 542.0 + 546.0 TW: 548.0 BW: 546.0 FF:558.5 55 8 FF:558.5 w 0 W 56 OUTLET STRUCTU RE (#2) INV: 540.0 W W 556 536 25 LF 15" HDPE S = 2.0 % 550 W 2 56 193 LF 15" HDPE S = 9.6 % Y SE ON STA T 4 56 548 0 56 546 558 W 6 56 544 W 57 8 56 542 0 5 PAU L 560 CB-8 TG:561.80 INV(OUT):558.80 70 IN EER 572 PROFILE - KUZIK ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-47 SHEET 47 OF 66

574 582 584 S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R 100 LF 8" SDR-35 SANITARY SEWER PVC S = 3.50% W W W BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. AS SHOWN W W W Anderson Consulting Services LLC SAN. PUMP #2 RIM:580.98 INV (IN): 576.00 INV(OUT):FORCEMAIN Scale 568 W W 568 594 58 6 56 6 FE PR O 592 590 19 LF 15" SOLID HDPE S = 1.6% 588 56 4 S W S 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 562 W S 598 W 600 200 LF 8" SDR-35 SANITARY SEWER PVC S = 2.25% SAN. MANHOLE 8 RIM:585.65 INV (IN): 580.00 INV(OUT):579.50 Y SE ON 596 586 6 58 8 CB-38 TG:583.15 INV(OUT):580.15 582 55 FT-HC 4'x8' (TYP) CB-34 TG:564.50 INV(OUT):560.45 4 58 0 56 17 LF 15" SOLID HDPE S = 1.5% 582 562 580 576 10 LF 15" SOLID HDPE S = 1.5% 574 FT-HC 4'x8' (TYP) 572 564 56 4 578 CB-32 TG:564.50 INV(OUT):558.30 W CB-33 TG:564.50 (CB-34)INV(IN):560.20 INV(OUT):560.10 570 566 56 6 STORM MANHOLE RIM:565.00 (CB-31)INV(IN):558.19 (CB-32)INV(IN):558.15 (CB-33)INV(IN):557.85 INV(OUT):557.80 PROPOSED HEADWALL WITH LEVEL SPREADER 572 FT-HC 18'x8' (TYP) 2 58 51 LF 15" SOLID HDPE S = 2.5% 570 568 INV: 569.5 562 8 56 + 571.00 4 58 W W SAN. MANHOLE 4 RIM:572.16 INV (IN): 567.50 INV(OUT):567.00 137 LF 8" SDR-35 SANITARY SEWER PVC S = 0.37% W 5 LF 15" SOLID HDPE S = 1.57% 570 0 STORM MANHOLE RIM: 574.0 INV: 569.9 57 LF 18" SOLID HDPE S = 2.6 % CB-31 TG:564.5 INV(OUT):558.30 W 57 60 FT BRIDGE SPANNING WETLANDS TW:586.0 BW:583.0 6 + 570.38 72 LF 15" SOLID HDPE S = 3.1% INV: 555.0 8 58 W SAN. PUMP#1 RIM:571.50 INV (IN): 566.50 INV(OUT):FORCEMAIN 58 INV: 570.0 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W + TC: 571.22 BC: 570.72 TW:588.0 BW:584.0 S W TC: 571.12 BC: 570.62 604 PAUL W. ANDERSON 566 W + TW:590.0 BW:586.0 13 LF 15" SOLID HDPE S = 3.0% OUTLET STRUCTURE (#5) RIM: 576.0 100 YR OF: 573.0 INV(18"x6"): 572.4 INV: 570.0 + 571.05 606 55 LF 15" SOLID HDPE S = 2.2 % W W 608 0 S 57 2 574 58 2 + TC: 571.85 BC: 571.35 140 LF 18" HDPE S = 1.0 % S 568 PROPOSED BRIDGE TO BE DESIGNED TO CURRENT BRIDGE DESIGN STANDARDS PRIOR TO CONSTRUCTION W 57 4 570 564 W TC: 571.8 BC:

7 2 574 58 2 + TC: 571.85 BC: 571.35 140 LF 18" HDPE S = 1.0 % S 568 PROPOSED BRIDGE TO BE DESIGNED TO CURRENT BRIDGE DESIGN STANDARDS PRIOR TO CONSTRUCTION W 57 4 570 564 W TC: 571.8 BC: 571.3 W + CB-37 TG:583.15 (CB-38)INV(IN):579.86 INV(OUT):570.85 W 564 610 602 CB-20 RIM:572.50 W INV(IN):569.18 INV(OUT):569.15 S 571.37 + CB-40 TG: 591.0 INV(OUT): 588.0 W S INFLOW LEVEL SPREADER 566 W + 571.82 S W S 59 ENCASE PIPE IN CEMENT UNDER WALL + 571.00 CB-39 TG:591.00 (CB-40)INV(IN):586.80 INV(OUT):570.50 W TC: 572.7 BC: 572.2 12 LF 15" SOLID HDPE S = 2.9% W 572 W W + w 612 W W TW: 577.2 BW: 573.2 w INV: 570.0 STA TW: 576.0 BW: 572.3 614 W w W S TW:570.0 BW:570.0 W TW: 578.0 BW: 573.5 GF:592.5 1 LF 15" SOLID HDPE S = 2.9% W W TW: 575.0 BW: 571.0 PAU T L TW: 582.0 BW: 576.0 W 17 LF 18" HDPE 582.0 S = 1.1 % CB-19 TW: BW: 577.5 TG:572.50 INV(IN):569.50 + INV(OUT):569.40 IN EER W 58 4 BW:586.0 PROFILE - ROAD "D" R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-48 SHEET 48 OF 66

W W S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 S FE PR O W W 60 4 606 W W W 606 + 608 606.7 19 LF 6" SCH 40 PVC S = 2.6 % CONNECT TO EXISTING B-INLET IN CURB INV: 594.5 W 61 0 105 LF 15" SOLID HDPE S = 3.0 % + 61 2 + 602 600 W W W A-INLET TG: 600.5 INV(IN): 599.25 (6" SCH 40 PVC) INV(OUT): 595.0 582 584 582 2 W 0 58 6 4 58 58 8 W 58 W 6 W W W W W 8 58 59 0 592 594 596 598 600 BCA PWA PWA Drawn by Designed by Checked by Date Anderson Consulting Services LLC 602 Proj. No. AS SHOWN 580 PRELIMINARY AND FINAL SITE PLAN Scale 576 58 616 614 612 610 608 606 604 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 574 578 59 W W E-INLET TG: 603.80 INV(OUT): 602.06 606 62 LF 15" SOLID HDPE S = 3.0 % 608 E-INLET TG: 604.10 INV(IN): 600.20 INV(OUT): 600.15 610 612 FF:618.0 GF:592.5 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.36% 604 612.50 CB-42 TG: 594.94 INV(OUT): 591.90 W w w SAN. MANHOLE-10 RIM:596.54 INV(OUT):589.5 607.0 11 LF 15" SOLID HDPE S = 2.0% CB-44 TG: 599.90 INV(IN): 597.00 INV(OUT): 596.90 W W W 572 W W W W Y SE ON TW:606.0 BW:606.0 60 2 SAN. MANHOLE 9 RIM:592.27 INV (IN): 584.50 INV(OUT):584.45 606 0 FF:618.0 GF:606.0 55 LF 15" SOLID HDPE S = 2.2 % FF:618.0 GF:597.0 586 CB-74 TG:593.55 INV(OUT):590.55 TW:606.0 BW:603.0 60 W TW:602.0 BW:600.0 W TW:600.0 BW:597.0 S CB-41 TG:594.94 INV(OUT):591.83 34 LF 15" SOLID HDPE S = 3.1 % 19 LF 15" SOLID HDPE S = 1.7 % 59 8 TW:596.5 BW:590.5 6 58 2 6 59 2 4 16 LF 15" SOLID HDPE S = 4.1 % 200 LF 8" SDR-35 SANITARY SEWER PVC S = 2.25% STORM MH RIM: 597.0 INV: 594.0 (15" IN) INV: 586.0 (36" OUT) INV: 586.0 (36" IN) 59 S S CB-40 TG: 591.0 INV(OUT): 588.0 17 LF 36" POROUS HDPE S=0% w TW:592.0 BW:588.5 59 TW:588.0 BW:584.0 S S TW:598.5 BW:593.0 58 W 58 0 TW:595.0 BW:589.0 TW:586.5 BW:580.5 571.00 S S TW:592.0 BW:586.0 S 1 LF 15" SOLID HDPE S = 2.9% TW:590.0 BW:586.0 TW:588.0 BW:584.0 100 LF 8" SDR-35 SANITARY SEWER PVC S = 3.50% S 56 LF 36" POROUS HDPE S=0% TW:574.0 BW:571.0 + TW:586.0 BW:583.0 CB-38 TG:583.15 INV(OUT):580.15 SAN. MANHOLE 8 RIM:585.65 INV (IN):

.0 BW:584.0 100 LF 8" SDR-35 SANITARY SEWER PVC S = 3.50% S 56 LF 36" POROUS HDPE S=0% TW:574.0 BW:571.0 + TW:586.0 BW:583.0 CB-38 TG:583.15 INV(OUT):580.15 SAN. MANHOLE 8 RIM:585.65 INV (IN): 580.00 INV(OUT):579.50 TW:594.5 BW:587.5 571.00 INV: 570.0 12 LF 15" SOLID HDPE S = 2.9% STORM MH RIM: 594.96 INV: 591.73 (15" IN) INV: 591.63 (15" IN) INV: 586.0 (36") TW:588.0 BW:582.0 + 19 LF 15" SOLID HDPE S = 3.42 % 5 LF 15" SOLID HDPE S = 2.0 % CB-43 TG: 599.90 (CB-44)INV(IN): 596.58 INV(OUT): 596.50 TW:590.0 BW:584.0 571.00 INV: 570.0 13 LF 15" SOLID HDPE S = 3.0% S 580.2 + + 582 19 LF 15" SOLID HDPE S = 1.6% 584 SAN. PUMP #2 RIM:580.98 INV (IN): 576.00 INV(OUT):FORCEMAIN 80 LF 36" POROUS HDPE S=0% INFLOW LEVEL SPREADER STORM MANHOLE RIM: 593.55 (CB-73)INV(IN):589.90 (CB-74)INV(IN):589.90 INV: 588.80 CB-73 TG:593.55 INV(OUT):590.55 W STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):587.75 INV: 586.0 ENCASE PIPE IN CEMENT UNDER WALL INFLOW LEVEL SPREADER W CB-39 TG:591.00 (CB-40)INV(IN):586.80 INV(OUT):570.50 W 572 4 580.2 + 57 INV: 580.4 W 570 CB-37 TG:583.15 (CB-38)INV(IN):579.86 INV(OUT):570.85 STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) OUTLET STRUCTURE (#4) RIM: 597.0 100 YR OF: 591.8 INV: 589.95 (6" OUT) INV: 586.00 (36" IN) 123 LF 15" SOLID HDPE S = 2.0 % PROPOSED HEADWALL WITH LEVEL SPREADER 2 570 W 56 LF 15" SOLID HDPE S = 1.0 % STORM MANHOLE RIM: 574.0 INV: 569.9 OUTLET STRUCTURE (#5) RIM: 576.0 100 YR OF: 573.0 INV(18"x6"): 572.4 INV: 570.0 S PAUL W. ANDERSON INV: 569.5 568 58 W 57 LF 18" SOLID HDPE S = 2.6 % STA T PROPOSED HEADWALL WITH LEVEL SPREADER PAU L 8 IN EER 56 PROFILE - ROAD "D" SCALE: 1"= 50' HORIZ. 1"= 5' VERT. R Know what's below. Callbefore you dig. SP-49 SHEET 49 OF 66

R Know what's below. Callbefore you dig. SP-50 SHEET 50 OF 66 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-51 SHEET 51 OF 66 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-52 SHEET 52 OF 66 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-53 SHEET 53 OF 66 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