Engineering Plans 2

534 W W 536 8 LF 21" HDPE S = 0.6 % OUTFLOW HEADWALL WITH LEVEL SPREADER D50 = 7" Vriprap = 13.5 CY Date 54 6 CASCADE SEPARATOR CS-8 (TYP) (R) STORM MH-4 RIM: 544.20 INV(IN):540.70 INV(OUT): 540.70 546 W CB-1 TG:546.70 CB3-INV(IN):543.70 CB2-INV(IN):543.40 INV(OUT):541.20 50 LF 12" HDPE S = 6.3 % PWA W W 17 LF 15" HDPE S = 1.7 % W 542 544 546 546 544 542 54 8 546 544 540 548 W W 550 W 0 OUTLET STRUCTURE (2-1) TG: 547.95 6" ORIFICE: 547.20 6" ORIFICE: 546.95 12" HDPE OUT: 546.00 Checked by 55 CB-2 TG: 546.70 INV(OUT): 543.70 542 53 2 BASIN 2 CASCADE SEPARATOR CS-8 (TYP) 8 53 53 552 Anderson Consulting Services LLC W 8 54 536 534 INV: 530.5 (O) STORM MH-1 RIM: 554.5 (CB-70)INV(IN):545.3 INV(OUT): 545.3 -1 (P) STORM MH-9 RIM: 546.50 INV(IN):542.50 INV(OUT): 542.50 170 LF 15" HDPE S = 6.1 % 554 550 (G) STORM MH-7 RIM: 548.7 INV(IN):543.0 INV(OUT): 543.0 OUTLET STRUCTURE (#1) TG: 544.75 8" ORIFICE: 542.6 15" HDPE OUT: 541.0 DOG PARK PWA W 97 LF 18" HDPE S = 1.0 % 95 LF 15" HDPE S = 1.0 % 96 LF 15" HDPE S = 1.0 % MH 2-1 RIM: 549.0 INV: 545.5 (IN) INV: 545.0 (OUT) AS SHOWN 67 LF 15" HDPE S = 4.0 % W 550 (P) STORM MH-8 RIM: 551.80 INV(IN):547.80 INV(OUT): 547.80 (G) STORM MH-6 RIM: 551.70 INV(IN):547.00 (O) STORM MH-2 INV(OUT): 547.00 RIM: 551.50 INV(IN):544.30 INV(OUT): 544.30 CASCADE SEPARATOR CS-5 (TYP) (O) STORM MH-3 RIM: 550.25 INV(IN):543.25 INV(OUT): 543.25 198 LF 24" HDPE S = 2.3 % (G) STORM MH-5 RIM: 551.7 INV(IN):548.0 INV(OUT): 548.0 556 Designed by 2 Scale W 71 LF 15" HDPE S = 4.2 % 55 CB-4 TG:552.30 INV(IN):549.15 INV(OUT):549.10 66 LF 24" HDPE S = 1.8 % (P) STORM MH-7 RIM: 551.8 INV(IN):548.8 INV(OUT): 548.8 558 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com FF:558.5 BCA W CB-3 TG:552.30 CB5-INV(IN):549.30 CB4-INV(IN):548.35 INV(OUT):548.30 INV: 540.0 194 LF 15" HDPE S = 4.2 % 560 Drawn by W 8 197 LF 15" HDPE S = 6.5 % 195 LF 15" HDPE S = 5.8 % 562 556 17 LF 15" HDPE S = 4.4 % (P) STORM MH-6 RIM: 567.5 INV(IN):556.15 INV(OUT): 556.15 (R) STORM MH-2 RIM: 558.10 INV(IN):552.00 INV(OUT): 552.00 55 554 (Y) STORM MH-6 RIM: 553.30 INV(IN):549.30 INV(OUT): 549.30 INFLOW HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 19.0 CY (Y) STORM MH-5 RIM:

-2 RIM: 558.10 INV(IN):552.00 INV(OUT): 552.00 55 554 (Y) STORM MH-6 RIM: 553.30 INV(IN):549.30 INV(OUT): 549.30 INFLOW HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 19.0 CY (Y) STORM MH-5 RIM: 558.10 INV(IN):552.00 INV(OUT): 552.00 W 4 Proj. No. 55 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 FF:558.5 W (R) STORM MH-3 RIM: 553.00 INV(IN):549.00 INV(OUT): 549.00 MATCHLINE SP-20 (CB-61)INV(IN):558.53 (CB-65)INV(IN):558.21 INV(OUT):558.20 231 LF 15" HDPE S = 2.6 % PAUL W. ANDERSON 174 LF 24" HDPE S = 1.4 % PRELIMINARY AND FINAL SITE PLAN MATCHLINE SP-20

604 556 W CB-52 TG:597.70 (CB-53)INV(IN):594.70 INV(OUT):594.50 W 554 602 59 8 59 8 ST W ST 59 552 W 550 9 5 : CB-54 TG:590.90 F G(CB-55)INV(IN):587.55 INV(OUT):587.40 59 4 CB-51 TG:590.00 (CB-52)INV(IN):586.00 INV(OUT):585.80 550 548 W 548 59 W 2 6 59 568 Anderson Consulting Services LLC 570 S 566 566 P.S. W W 564 564 60 FT BRIDGE SPANNING WETLANDS W W W W W 564 56 W 562 W W W W 560 STORM MANHOLE RIM:561.30 (CB-31)INV(IN):558.19 (CB-32)INV(IN):558.15 (CB-33)INV(IN):557.85 INV(OUT):557.80 CB-32 TG:561.30 INV(OUT):558.30 FT-HC 4'x8' (TYP) 10 LF 15" SOLID HDPE 560 CB-21 TG: 563.37 INV(OUT): 559.55 BCA PWA PWA Designed by Checked by 17 LF 15" SOLID HDPE FT-HC 4'x8' (TYP) 230 LF 15" HDPE S = 7.3 % W Call before you dig. W Know what's below. FT-HC 18'x8' (TYP) W 6 558 558 566 56 562 MATCHLINE 568 MATCHLINE SP-23 W 17 LF 15" HDPE S = 2.0 % 4 R 56 8 W W CONNECT TO EXISTING CULVERT INV: 528.0 CB-22 TG: 563.37 (CB-21)INV(IN): 559.22 INV(OUT): 559.20 PRELIMINARY AND FINAL SITE PLAN W W W 7 LF 15" HDPE S = 1.4 % 31 LF 18" CLASS 5 RCP S = 0.5 % Drawn by W 570 (G) STORM MH-1 RIM: 572.0 (CB-69)INV(IN):568.8 (CB-20)INV(IN):567.84 INV(OUT): 567.80 CB-69 TG:571.9 INV(OUT):568.9 562 W W 572 W CB-29 TG: 530.15 INV: 528.3 (CB-68)INV(IN): 568.75 INV(OUT): 568.70 (P) STORM MH-3 RIM: 572.20 INV(IN):568.3 INV(OUT): 568.30 0 57 W W 12 LF 15" RCP S=1% 12 LF 15" CLASS 5 RCP S=1% W W CB-30 TC: 530.15 INV(OUT): 528.3 91 LF 18" CLASS 5 RCP S = 0.5 % Proj. No. W W 131 LF 15" HDPE S = 1.0 % Date W W SAN. PUMP #1 PUMP STATIONS TO BE DESIGNED AFTER INITIAL TOWN APPROVAL HAS BEEN RECEIVED W W W 94 LF 15" HDPE S = 3.4 % 136 LF 15" HDPE S = 2.0 % S AS SHOWN 2 4 CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 S 17 LF 15" 18" HDPE S = 1.1 % Scale 58 2 574 W S W C.O. INV(IN):573.0 INV(OUT):569.2 134 LF 15" HDPE S = 1.3 % S 572 S 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 578 2 0 53 53 580 ER WEW S Y R ITA SAN R-35 D S " 8 74 LF S = 0S.5% PVC 57 582 58 4 (P) STORM MH-2 RIM: 575.0 INV(IN):571.5 INV(OUT): 571.5 57 4 w 53 6 4 53 52 8 57 6 6 54 WARNE R ROAD W W w STORM MH W/ OVERFLOW TO CULVERT RIM: 530.4 INV:

LF S = 0S.5% PVC 57 582 58 4 (P) STORM MH-2 RIM: 575.0 INV(IN):571.5 INV(OUT): 571.5 57 4 w 53 6 4 53 52 8 57 6 6 54 WARNE R ROAD W W w STORM MH W/ OVERFLOW TO CULVERT RIM: 530.4 INV: 528.15 CB-19 TG:572.50 INV(IN):569.50 INV(OUT):569.40 w S W 22 LF 15" HDPE S = 0.91 % (G) STORM MH-2 RIM: 572.2 INV(IN):566.0 INV(OUT): 566.0 PROPOSED IN LINE WATER VALVE S W w CB-18 TG: 576.45 INV(OUT): 573.45 CB-27 TG:531.75 (CB-28)INV(IN): 528.60 (OS#3)INV(IN): 528.60 INV: 528.60 W CB-28 TG: 531.75 INV(OUT): 528.80 W W 532 S 86 LF 15" HDPE S = 10.1 % 122 LF 15" HDPE S = 8.0 % (P) STORM MH-4 RIM: 572.30 INV(IN):566.55 INV(OUT): 566.55 6 4 58 576 W 54 LF 18" HDPE S = 2.4 % CB-16 TG:585.10 INV(OUT):582.10 71 LF 15" HDPE S = 5.1 % 58 580 W 578 W W OUTLET STRUCTURE (#3) TG: 531.79 (100YR) 18" x 6" ORIFICE: 530.6 6" ORIFICE: 530.2 (18" OUT): 529.93 S 580 534 W 582 W INFLOW HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 5.42 CY 588 S W 584 INV: 528.1 (P) STORM MH-1 RIM: 587.00 (CB-50)INV(IN):581.25 INV(OUT): 581.25 584 586 W CB-25 TG: 535.60 (CB-26)INV(IN): 532.31 (CB-24)INV(IN): 531.29 INV(OUT): 531.25 17 LF 15" HDPE S = 1.1 % 89 LF 15" HDPE S = 2.0 % S W 588 W 536 CASCADE SEPARATOR CS-5 (TYP) W 590 W 538 CB-17 CLUBHOUSE TG:576.45 (CB-18)INV(IN):573.26 (CB-15)INV(IN):573.20 INV(OUT):573.15 W W W 26 LF 15" HDPE S = 3.6 % POOL 582.5 W W FF:595.0 BF:582.0 W w 592 CB-15 592 TG:585.10 (CB-50)INV(IN):582.10 (CB-16)INV(IN):581.91 INV(OUT):581.90 590 17 LF 15" HDPE S = 1.1 % 6 W 8 53 58 586 w W 588 8 W 59 0 0 590 W 540 58 S W 54 59 W 195 LF 15" HDPE S = 5.67 % CB-57 TG:595.25 INV(OUT):592.25 W W CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 588 W 54 8 0 59 542 43 LF 15" CLASS 5 RCP S = 7.3 % 59 LF 15" HDPE S = 4.5 % 44 LF 15" HDPE S = 4.2 % 594 71 LF 15" HDPE S = 4.3 % 2 2 59 59 70 LF 15" HDPE S = 3.6 % W 55 2 0 540 CB-26 TG: 535.60 INV(OUT): 532.60 WETLANDS EDUCATIONAL SIGN 59 546 544 W 55 0 16 LF 15" HDPE S = 2.1 % 59 2 542 17 LF 15" HDPE S = 1.7 % CB-56 TG:593.70 (CB-57)INV(IN):590.45 INV(OUT):590.40 4 544 W 55 2 546 59 6 59 592 17 LF 15" HDPE S = 1.7 % CB-55 TG:590.80 (CB-56)INV(IN):587.80 INV(OUT):587.75 149 LF 15" HDPE S = 5.7 % W CB-24 TG: 548.50 (CB-23)INV(IN): 543.56 (CB-22)INV(IN):

544 W 55 2 546 59 6 59 592 17 LF 15" HDPE S = 1.7 % CB-55 TG:590.80 (CB-56)INV(IN):587.80 INV(OUT):587.75 149 LF 15" HDPE S = 5.7 % W CB-24 TG: 548.50 (CB-23)INV(IN): 543.56 (CB-22)INV(IN): 542.37 INV(OUT): 542.35 2 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % W CB-23 TG: 548.50 INV(OUT): 543.85 6 .0 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W ST N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 ST PAUL W. ANDERSON 90 LF 15" HDPE S = 13.5 % ST MATCHLINE SP-23 MATCHLINE SP-22 SHEET 22 OF 66

INV: 580.4 GF:597.0 596 CB-42 TG: 594.94 INV(OUT): 591.90 S 2 58 PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY W 582 11 LF 15" SOLID HDPE S = 2.0 % FF:618.0 W 80 LF 36" POROUS HDPE S=0% 58 0 S W CB-41 TG:594.94 INV(OUT):591.83 w 5 LF 15" SOLID HDPE S = 2.0 % S PROPOSED IN LINE WATER VALVE 34 LF 15" SOLID HDPE S = 3.1 % 4 S W 16 LF 15" SOLID HDPE S = 4.1 % CB-74 TG:593.55 INV(OUT):590.55 S W 56 LF 36" POROUS HDPE S=0% STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):587.75 INV: 586.0 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 W 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.03% S W SAN. MANHOLE-9 RIM:592.27 INV(IN):585.2 INV(OUT):585.2 S POOL 582.5 PROPOSED HYDRANT VALVE w STORM MH RIM: 594.96 INV: 591.73 (15" IN) INV: 591.63 (15" OUT) INV: 586.0 (36") PROP. HYD #5 w 59 WETLANDS EDUCATIONAL SIGN W 19 LF 15" SOLID HDPE S = 3.42 % W 592 55 LF 15" SOLID HDPE S = 2.2 % S W CB-39 TG:591.00 (CB-40)INV(IN):586.80 INV(OUT):570.50 W ENCASE PIPE IN CEMENT UNDER WALL 568 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W MATCHLINE SP-22 SAN. MANHOLE-10 RIM:596.54 INV(OUT):589.5 S N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 56 LF 15" SOLID HDPE S = 1.0 % MATCHLINE SP-24 PAUL W. ANDERSON W MATCHLINE SP-24 INV: 594.0 (15" IN) INV: 586.0 (36" OUT) INV: 586.0 (36" IN) W S CB-40 FF:618.0 TG: 591.0 INV(OUT): 588.0 GF:592.5 W .2 S ING D W W BUILD S W S W Anderson Consulting Services LLC PWA PWA Designed by Checked by W W W W S W BCA 574 Date 594 W W 6 SAN. PUMP #2 RIM:580.98 INV (IN): 576.00 INV(OUT):FORCEMAIN PUMP STATIONS TO BE DESIGNED AFTER INITIAL TOWN APPROVAL HAS BEEN RECEIVED 58 W W W W W W W W 582 592 582 P.S. 197 LF 8" SDR-35 SANITARY SEWER PVC S = 5.0% 590 588 568 596 568 6 6 W 58 4 58 582 56 S W W Call before you dig. Drawn by W 4 MATCHLINE SP-22 Know what's below. 586 CB-38 TG:583.15 INV(OUT):580.15 584 R 598 19 LF 15" SOLID HDPE S = 1.6% 58 582 CB-34 TG:563.45 INV(OUT):560.45 574 FT-HC 4'x8' (TYP) 570 17 LF 15" SOLID HDPE S = 1.5% 580 578 4 56 572 10 LF 15" SOLID HDPE S = 1.5% 13 LF 15" SOLID HDPE S = 3.0% 576 FT-HC 4'x8' (TYP) 572 CB-32 TG:561.30 INV(OUT):558.30 570 (CB-34)INV(IN):560.20 INV(OUT):560.10 562 STORM

580 578 4 56 572 10 LF 15" SOLID HDPE S = 1.5% 13 LF 15" SOLID HDPE S = 3.0% 576 FT-HC 4'x8' (TYP) 572 CB-32 TG:561.30 INV(OUT):558.30 570 (CB-34)INV(IN):560.20 INV(OUT):560.10 562 STORM MANHOLE RIM:561.30 (CB-31)INV(IN):558.19 (CB-32)INV(IN):558.15 (CB-33)INV(IN):557.85 INV(OUT):557.80 W 51 LF 15" SOLID HDPE PROPOSED HEADWALL S = 2.5% WITH LEVEL SPREADER D50 = 4" CB-33 V = riprap 2.52 CY TG:563.45 FT-HC 18'x8' (TYP) Proj. No. W INV: 569.5 600 W 6 SAN. MANHOLE 8 RIM:585.65 INV (IN): 580.00 INV(OUT):579.50 PRELIMINARY AND FINAL SITE PLAN W S W 602 58 INV: 570.0 S W W 562 W S W W W 604 CB-37 TG:583.15 (CB-38)INV(IN):579.86 INV(OUT):570.85 W STORM MANHOLE RIM: 574.0 INV: 569.9 57 LF 18" SOLID HDPE S = 2.6 % 5 LF 15" SOLID HDPE S = 1.57% 606 W CB-31 TG:561.30 INV(OUT):558.30 608 8 60 FT BRIDGE SPANNING WETLANDS 72 LF 15" SOLID HDPE S = 3.1% INV: 555.0 610 58 OUTLET STRUCTURE (#5) RIM: 576.0 100 YR OF: 573.3 INV(18"x6"): 572.4 INV: 570.0 W INFLOW LEVEL SPREADERS(2) D50 = 4" Vriprap = 7.48 CY 0 12 LF 15" SOLID HDPE S = 2.9% 1 LF 15" SOLID HDPE S = 2.9% 564 D AFTER INITIAL TOWN L HAS BEEN RECEIVED 59 564 612 203 LF 8" SDR-35 SANITARY SEWER PVC S = 3.46% INV: 570.0 AS SHOWN W 566 Scale 614 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 566 616 SP-23 SHEET 23 OF 66

61 W 608 W 0 W 61 W 606 608 606 600 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W 610 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 2 PAUL W. ANDERSON W MATCHLINE W W W 606 606 W 602 W EMER W Y GENC 604 604 W W 606 W ACCE W SS 608 E-INLET TG: 603.80 INV(OUT): 602.06 W W 610 60 2 W W 612 W 60 W 0 W W 608 IL BU W GD DIN W CB-43 TG: 599.90 (CB-44)INV(IN): 596.58 INV(OUT): 596.50 105 LF 15" SOLID HDPE S = 3.0 % 3' 0" Call before you dig. S 4 59 S S 2" 1' 3" Know what's below. S 11' 0" 14' 0" SCALE: NTS W ROAD D WALL DETAIL 16 LF 15" SOLID HDPE S = 4.1 % CB-74 TG:593.55 INV(OUT):590.55 W CONCRETE VERTICAL CURB R 34 LF 15" SOLID HDPE S = 3.1 % W 6" CLEAN STONE BELOW MATCHLINE SP-23 PROPOSED IN LINE WATER VALVE W 6' 0" S PROPOSED HYDRANT VALVE W #5 TOP & BOTTOM 12" ON CENTER PROP. HYD #5 w w MIN OVERLAP OF 24" 56 LF 36" POROUS HDPE S=0% STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):587.75 INV: 586.0 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 #5 12" ON CENTER SCALE: NTS 5 LF 15" SOLID HDPE S = 2.0 % STORM MH RIM: 594.96 INV: 591.73 (15" IN) INV: 591.63 (15" OUT) INV: 586.0 (36") #5 FRONT & BACK 15" ON CENTER #5 TOP & BOTTOM 15" ON CENTER CB-41 TG:594.94 INV(OUT):591.83 W WETLANDS EDUCATIONAL SIGN CONCRETE SIDEWALK 80 LF 36" POROUS HDPE S=0% W 0 BCA PWA PWA Designed by Checked by CB-42 TG: 594.94 INV(OUT): 591.90 S 2 58 GF:597.0 596 58 MODULAR BLOCK WALL (4FT MAX) SCALE: NTS W 582 11 LF 15" SOLID HDPE S = 2.0 % FF:618.0 Drawn by W INV: 580.4 Date W SAN. MANHOLE-10 RIM:596.54 INV(OUT):589.5 S Proj. No. W STORM MH RIM: 597.0 INV: 594.0 (15" IN) INV: 586.0 (36" OUT) INV: 586.0 (36" IN) 56 LF 15" SOLID HDPE S = 1.0 % PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY Anderson Consulting Services LLC .1 FF:618.0 17 LF 36" POROUS HDPE SGF:606.0 =0% W STRATAGRID 200 4.0 FT 59 8 W 123 LF 15" SOLID HDPE S = 2.0 % OUTLET STRUCTURE (#4) RIM: 597.0 100 YR OF: 591.8 INV: 589.95 (6" OUT) INV: 586.00 (36" IN) STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) MATCHLINE SP-23 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.03% PRELIMINARY AND FINAL SITE PLAN MATCHLINE 610 AS SHOWN W W W 19 LF 15" SOLID HDPE S = 1.7 % E-INLET TG: 604.10 INV(IN): 600.20 INV(OUT):

NE SP-23 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.03% PRELIMINARY AND FINAL SITE PLAN MATCHLINE 610 AS SHOWN W W W 19 LF 15" SOLID HDPE S = 1.7 % E-INLET TG: 604.10 INV(IN): 600.20 INV(OUT): 600.15 Scale W 61 2 CB-44 TG: 599.90 INV(IN): 597.00 INV(IN): 596.92 INV(OUT): 596.90 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 62 LF 15" SOLID HDPE S = 3.0 % SAN. MANHOLE-9 RIM:592.27 SP-24 SCALE: NTS SHEET 24 OF 66

SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON X X X 7 FT MIN X 22 FT DETENTION #4 POROUS ASPHALT RECHARGE DETAIL 'BASIN 3' OUTLET STRUCTURE #3 SCALE: NTS SCALE: NTS 'BASIN 1' OUTLET STRUCTURE #1 SCALE: NTS DETENTION OUTLET STRUCTURE #4 1 38' 6.0' 21' 6" 19.0 cy 2-2 22' 5.25' 14' 4" 5.18 cy 2-3 19' 5.25' 13' 4" 4.24 cy DETENTION OUTFLOW RIPRAP TABLE 2-4 18' 5.25' 13' 4" 4.02 cy BASIN La 3Wo Wa D50 VRIPRAP 2-5 16' 5.25' 12' 4" 3.37 cy 1 11' 3.75' 15' 4" 2.52 cy 2-6 17' 5.25' 12' 4" 3.58 cy 2 20' 5.25' 26' 7" 13.5 cy 3 25' 3.75' 14' 4" 5.42 cy 4 20' 4.50' 25' 9" 16.4 cy 5 31' 3.75' 16' 4" 7.48 cy 5 11' 3.75' 15' 4" 2.52 cy 2 LAYERS OF STONE (2D50) X X X X X X La D50 FILTER FABRIC PRELIMINARY AND FINAL SITE PLAN Wa 3 Wo La PWA VRIPRAP Checked by D50 PWA Wa Designed by 3Wo BCA La Proj. No. BASIN Date DETENTION INFLOW RIPRAP TABLE Drawn by SCALE: NTS AS SHOWN SCALE: NTS Scale DETENTION BASIN #5 SECTION DETENTION OUTLET STRUCTURE #5 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC X X X X X SCALE: NTS RIP RAP APRON / LEVEL SPREADER SCALE: NTS R Know what's below. Call before you dig. SP-25 SHEET 25 OF 66