Revised Stormwater Management Report

2 60 4 60 SCF 60 LF @ 12.0% GRASS 6 60 8 60 ENCY EMERG DA #12 0 61 S ACCES SHEET FLOW 50 LF @ 10.0% 612 612 610 608 620 618 606 606 A 616 61 61 SCF (UNPAVED) 50 LF @ 11.0% 606 618 FF:618.0 GF:607.0 604 SHEET FLOW (GRASS, DENSE) 83 LF @ 4.0% 0 C 59 8 B 580 616 606 606 B A 610 614 58 0 G IN D IL BU 578 SCF (UNPAVED) 150 LF @ 3.3% 612 606 60 2 ROAD 'D' 582 604 584 602 586 600 594 DA #11 B BU ILDI NG 590 60 8 60 6 596 592 588 SHEET FLOW (GRASS, DENSE) 100 LF @ 11.0% 576 4 2 61 604 C SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. HOWELL DRIVE 600 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PA #3 PAUL W. ANDERSON HOWELL DRIVE GF:606.5 608 606 0 B ILD 606 BU DA #6 60 SHEET FLOW (PAVED) 40 LF @ 2.0% A 606 C ING D.1 604 DA #5 59 8 604 602 BUILDING 60 .0 97 600 604 B BUILDING FF:619.0 C 586 PIPE FLOW 450 LF @ 2.5 FT/SEC 60 0 598 598 600 596 598 600 594 OL #8 594 594 596 598 598 594 588 594 2 58 6 6 58 2 572 578 570 568 2 59 574 578 OL #10 570 8 57 574 576 570 588 DA #9a 578 572 586 576 584 568 AD 568 OL #7 566 RO 570 572 576 4 57 SHEET FLOW (GRASS, DENSE) 100 LF @ 6.0% 574 574 ' 576 568 'D 8 56 C 566 564 572 572 578 576 0 574 57 578 578 6 562 562 590 574 D.2 57 574 574 DA #8 FF:618.0 GF:594.0 562 6 57 A OL #9 4 56 578 580 C 572 564 576 586 584 580 582 580 578 574 580 582 566 588 58 8 590 4 58 PIPE FLOW 685 LF @ 2.5 FT/SEC DA #4 DA #3 DA #10 59 598 590 592 592 594 588 590 582 576 SHEET FLOW (PAVED) 70 LF A @ 2.0% POOL 586.2 CLUBHOUSE 596 592 594 600 596 590 598 596 588 584 578 SCF (UNPAVED) 425 LF @ 6.5% FF:600.1 BF:587.1 598 592 600 592 594 590 586 596 596 SHEET FLOW (GRASS, BUILDING A.2 DENSE) 59 LF @ FF:602.0 GF:579.0 2.0% B A.1 BUILDING FF:602.0 GF:579.0 598 594 60 0 590 596 592 600 A B 59 0 596 8 59 600 56 602 6 C 59 602 602 596 582 596 602 FF:618.0 GF:597.0 582 598 596 C FF:606.0 GF:594.5 PIPE FLOW 182 LF @ 2.5 FT/SEC OL #1 OL #10 598 BUILDING 588 B A 2 F:5 G 604 604 SHEET FLOW (PAVED) 40 LF @ 2.0% LGF:582.0 582 576 580 572 578 OL #7 6 4 57 0 58 564 57 4 57 6 8 57 58 0 570 SCF (UNPAVED) 40 LF

OL #10 598 BUILDING 588 B A 2 F:5 G 604 604 SHEET FLOW (PAVED) 40 LF @ 2.0% LGF:582.0 582 576 580 572 578 OL #7 6 4 57 0 58 564 57 4 57 6 8 57 58 0 570 SCF (UNPAVED) 40 LF @ 7.5% 2 56 560 592 568 566 P.S. B 562 594 578 568 570 6 56 C FF:564.0 564 596 57 572 558 560 562 DA #9b 566 564 556 564 590 584 586 OL #9 588 A 558 FF:564.0 554 SHEET FLOW (GRASS, DENSE) 100 LF @ 10% 560 55 6 562 560 558 55 4 558 552 556 550 550 548 546 552 550 546 546 548 532 548 546 544 534 544 550 536 552 6 54 548 552 8 54 552 542 540 538 OL #7 550 544 550 554 Anderson Consulting Services LLC 556 FF:563.0 DOG PARK D 570 566 568 8 56 564 566 564 PIPE FLOW 516 LF @ 2.5 FT/SEC 57 4 57 2 568 570 2 57 570 SCF (UNPAVED) 60 LF @ 6.0% 544 542 DA #2 548 DA #7 ROAD 540 538 546 WARNER 536 544 546 KUZIK DRIVE 544 546 544 534 532 542 FOWLE DA R 9 DRIVE DA 7 IMPERVIOUS: PERVIOUS: 37,372.25 SF 114,704.25 SF OVERLAND: 67,622.3 SF IMPERVIOUS: PERVIOUS: 300 SF 67,322.3 SF 1a. DA 2 TOTAL: IMPERVIOUS: PERVIOUS: OVERLAND: 108,668.8 SF 30,173.4 SF 78,495.4 SF 34,674.6 SF IMPERVIOUS: PERVIOUS: 9,559.3 SF 25,115.3 SF TOTAL: IMPERVIOUS: PERVIOUS: 51,670.0 SF 32,428.1 SF 19,241.9 SF TOTAL: IMPERVIOUS: PERVIOUS: 46,603.8 SF 43,167.8 SF 3,436.0 SF FT 152,076.5 SF LU TOTAL: DA 11 CONTRIBUTING AREA: 16,448.2 SF POROUS PAVEMENT: 5,525 SF ROOF AREA: 29,696.8 SF POROUS PAVEMENT RATIO: 2.97 CONTRIBUTING AREA: 5,922.0 SF POROUS PAVEMENT: 14,590.0 SF ROOF AREA: 26,091.8 SF POROUS PAVEMENT RATIO: 0.40 DA 4 DA 6 TOTAL: 57,587.4 SF IMPERVIOUS: PERVIOUS: 50,060.9 SF 7,526.5 SF OVERLAND: 13,831.1 SF IMPERVIOUS: 488.0 SF PERVIOUS: 13,343.1 SF CONTRIBUTING AREA: 9,779.5 SF POROUS PAVEMENT: 12,268.7 SF ROOF AREA: 35,539.2 SF POROUS PAVEMENT RATIO: 0.80 TOTAL: IMPERVIOUS: PERVIOUS: OVERLAND: TOTAL: IMPERVIOUS: PERVIOUS: OVERLAND: 104,455.3 SF 45,777.6 SF 58,677.7 SF 31,573.9 SF TOTAL: IMPERVIOUS: PERVIOUS: OVERLAND: IMPERVIOUS: PERVIOUS: 7,810.5 SF 23,763.4 SF IMPERVIOUS: 13,686.4 SF PERVIOUS: 32,040.8 SF CONTRIBUTING AREA: 17,605.6 SF POROUS PAVEMENT: 7,443.0 SF ROOF AREA: 0.0 SF POROUS PAVEMENT RATIO: 2.36 DA 8 180,291.7 SF 113,831.0 SF 66,460.7 SF 1,152.6 SF IMPERVIOUS: 0.0 SF PERVIOUS: 1,152.6 SF CONTRIBUTING AREA: 70,879.7 SF POROUS PAVEMENT: 37,197.0

F ROOF AREA: 0.0 SF POROUS PAVEMENT RATIO: 2.36 DA 8 180,291.7 SF 113,831.0 SF 66,460.7 SF 1,152.6 SF IMPERVIOUS: 0.0 SF PERVIOUS: 1,152.6 SF CONTRIBUTING AREA: 70,879.7 SF POROUS PAVEMENT: 37,197.0 SF ROOF AREA: 72,215.0 SF POROUS PAVEMENT RATIO: 1.91 TOTAL: IMPERVIOUS: PERVIOUS: 25,048.6 SF 16,133.1 SF 8,915.5 SF 45,727.2 SF TOTAL: IMPERVIOUS: PERVIOUS: OVERLAND: 84,102.7 SF 59,900.4 SF 24,202.3 SF 14,579.4 SF IMPERVIOUS: 0.0 SF PERVIOUS: 14,579.4 SF CONTRIBUTING AREA: 39,287.3 SF POROUS PAVEMENT: 13,203.2 SF ROOF AREA: 32,202.6 SF POROUS PAVEMENT RATIO 2.97 TOTAL UNDETAINED TO PA-1 DA 10 62,189.0 SF 39,402.7 SF 22,786.3 SF CONTRIBUTING AREA: 35,122.0 SF POROUS PAVEMENT: 15,545.0 SF ROOF AREA: 12,622.0 SF POROUS PAVEMENT RATIO: 2.25 TOTAL: IMPERVIOUS: PERVIOUS: OVERLAND: 81,741.2 SF 59,823.4 SF 37,235.5 SF 38,275.0 SF IMPERVIOUS: PERVIOUS: ROOF AREA: 20,969.2 SF 17,305.8 SF 34,451.3 SF TOTAL: IMPERVIOUS: PERVIOUS: DA 12 TOTAL: IMPERVIOUS: PERVIOUS: 7,751.3 SF 2,500 SF 5,251.3 SF 68,775.0 SF 68,775.0 SF 0.0 SF TOTAL UNDETAINED TO PA-2 TOTAL: IMPERVIOUS: PERVIOUS: 177,655.5 SF 125,142.1 SF 52,513.4 SF DA TO CULVERT TOTAL: PERVIOUS: Tc: TOTAL SITE LIMIT OF DISTURBANCE 573,106 SF 13.156 Acres 100% 19.0 MIN 1,212,966.7 SF 27.85 Acres PWA AS SHOWN Checked by Date E TERRAC DA 5 NE DA 3 LA DA 1 4 53 PRELIMINARY AND FINAL SITE PLAN PA #2 BAYOWSKI ROAD 534 BAKELY 536 536 Proj. No. OL #2 OL #1 PA #1 PWA 538 538 Designed by 540 538 BCA 532 OL #7 540 544 542 540 Drawn by 536 534 544 546 546 532 542 Scale 540 DA #1 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 576 4 57 560 58 2 OL #4 572 566 564 560 558 DA-2 R Know what's below. Call before you dig. SHEET 2 OF 7