Revised Stormwater Management Report

BouD PecmBc HOWELL DRIVE HOWELL DRIVE 600 60 2 4 60 6 60 Y ACCE GENC EMER 8 60 SS 0 61 BogCc 612 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. PecuuB N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 AVON DRIVE PAUL W. ANDERSON BouB BouB AVON DRIVE SLAYBACK TERRACE WINDSOR PLAC BouC 61 2 610 CANOE BROOK ONSITE STREAM DRAINAGE AREA 35.48 ACRES 608 62 61 0 8 606 606 61 6 61 4 4 0 8 2 8 59 6 59 59 4 C ILD I ' 4 60 0 608 606 ILD BU 606 ING BogCc D.1 60 4 59 8 60 4 60 2 BUILDING .0 2 60 7 59 F: G 604 60 0 604 FF:619.0 60 0 598 DRAINAGE AREA: 97,275 SF 586 8 2 596 590 588 594 594 6 58 2 6 59 0 59 8 0 8 56 8 57 2 584 59 578 6 58 58 8 DRAINAGE AREA: 76,644.0 SF 580 2 58 58 6 580 BUILDING A.2 FF:602.0 GF:579.0 56 59 0 4 58 4 594 592 582 588 590 584 59 2 590 57 596 598 8 596 POOL 586.2 CLUBHOUSE 596 58 58 586 w 580 w 8 FF:618.0 GF:594.0 w 58 2 57 9,544 SF 4 56 w 0 58 56 2 6 57 BUILDING A.1 FF:602.0 GF:579.0 6 57 2 57 574 4 57 57 590 4 BogBc 578 576 574 0 57 578 8 2 570 574 572 568 4 576 4 57 568 562 56 6 w w 572 57 8 2 57 57 4 2 57 596 6 8 56 0 57 566 568 570 0 57 57 8 56 6 4 57 6 2 58 586 8 59 IR 560 2 56 564 FA MAY POINT OF ANALYSIS (TYP) 558 FF:564.0 560 55 2 6 55 8 4 DOG PARK 552 556 544 542 8 54 540 538 552 546 546 548 HctBc ROAD 540 540 538 WARNER 546 544 KUZIK DRIVE POINT OF ANALYSIS (TYP) 544 546 546 544 534 532 542 536 53 2 534 544 546 546 53 544 8 53 2 Proj. No. 536 54 2 Date HOLTON LANE 542 8 PWA 544 54 HanBc BogCc 532 546 544 534 550 6 4 54 550 548 55 0 53 552 6 54 548 552 Checked by 550 550 554 BogBc 550 548 546 55 2 PWA 6 55 558 Designed by 55 FF:563.0 BCA 56 0 Drawn by 55 4 56 PecuuB 58 564 564 0 584 562 Anderson Consulting Services LLC 57 8 58 0 57 0 57 P.S. FF:564.0 6 592 8 6 56 56 564 55 IVE 578 0 57 568 6 56 566 56 4 594 0 58 2 57 558 560 562 4 57 8 6 56 564 BogCc 55 580 57 57 4 DR w 560 572 566 0 LGF:582.0 582 576 564 56 584 D 57 'D' 576 56 2 576 578 568 564 586 8 57 576 57 574 570 566 4 570 57 6 56 588 DRAINAGE AREA: 40,904

580 57 57 4 DR w 560 572 566 0 LGF:582.0 582 576 564 56 584 D 57 'D' 576 56 2 576 578 568 564 586 8 57 576 57 574 570 566 4 570 57 6 56 588 DRAINAGE AREA: 40,904 SF 578 574 56 572 578 572 RO A 8 572 BogBc 56 BogBc 592 57 2 w 598 600 w 594 57 w 598 596 600 0 59 w FF:600.1 BF:587.1 598 592 w w w 596 w 2 59 594 w w 57 6 w w w 598 594 590 596 598 2 0 4 596 8 59 60 0 60 59 598 600 59 596 600 w w w 594 w 594 HanBc 600 w w 6 598 602 602 59 602 602 596 58 596 6 59 FF:606.0 GF:594.5 FF:618.0 GF:597.0 582 59 8 588 59 .2 C ING D B BUILDING 604 BUILD BogDc AS SHOWN 606 0 61 Scale 578 B GF:606.5 61 G 576 616 IN D IL HctBc 606 606 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com BU 612 606 580 BU 582 604 584 60 2 60 0 586 60 2 ROAD 'D 8 58 NG 590 60 60 6 59 0 58 BogDc 60 61 604 FF:618.0 GF:607.0 ROSEMONT TERRACE BogBc 606 618 w 61 2 BogCc 540 0 54 542 8 LU F TL AN E FOWLE LAPIS CIRCLE BouB HasB BouB BouC R DRIV E RACE Y TER 4 53 HanBc BAKEL 534 BAYOWSKI ROAD 536 BogDc HanBc PRELIMINARY AND FINAL SITE PLAN 53 538 536 540 LOD: 1,212,966.7 SF 27.85 Acres DA-O R Know what's below. Call before you dig. - POINT OF ANALYSIS SHEET 1 OF 7