Page 76 - planning-committee-packet
P. 76

TOTAL SITE:                   PLANS ISSUED FOR:
 ML
                                                                                  Review
                                                  TOTAL DRAINAGE AREA:  708,817 SQ. FT.  REVISIONS:
 310.22'  S 40° 02' 25" E  DITCH FLOW             TOTAL EXISTING IMPERVIOUS:  115,627 SQ. FT.
                                                  TOTAL PROPOSED IMPERVIOUS:
 L: 222'
                                                                140,338 SQ. FT.
 S: 1.23%
 103.67'
                                                  NEW PROPOSED IMPERVIOUS:  24,711 SQ. FT.  No.  Revision/Issue:  Date
 SHALLOW CONCENTRATED
  FLOW                                            % NEW IMPERVIOUS:  (24,711 / 708,817) = 3.49%
  L: 256'
 104.76' PER PB 231 PG 47
 S: 2.39%
 N/F STANLEY J. SMUCK                             LIMIT OF DISTURBANCE (L.O.D.):  124,504 SQ. FT. (2.86 AC.)
 TAX MAP 301, PARCEL 682
 S 78° 18' 40" E
 ML  103.21'  DEED:  RHO 1613/ 394                ESDv FOR WATER QUALITY TREATMENT REQUIREMENT:
                                                  TOTAL EXISTING IMPERVIOUS = 2.65 AC.
 S 68° 48' 53" E
 DITCH FLOW                                       EXISTING IMPERVIOUS TO REMAIN TO EXISTING SWM POND = 0.73 AC.
 L: 338'
 S: 0.28%                                         50% EXISTING IMPERVIOUS AREA TO BE TREATED = 0.96 AC.
                                                  TOTAL NEW PROPOSED IMPERVIOUS = 0.57 AC.
 TYPICAL  PALUSTRINE FORESTED WETLANDS            TOTAL IMPERVIOUS TO BE TREATED = 1.53 AC.
 DITCH
 CENTERLINE                                       Rv = 0.95
 TYPICAL DITCH TIE-LINE  BOUNDARY RUNS            Pe = 1.0 inch
 FOR COMPUTATIONAL                                ESDv = (1)(0.95)(1.53)/12 => 5,276 cu.ft.
 PURPOSES ONLY  BY AND WITH THE
 DITCH  CENTERLINE
     7                                            DRAINAGE AREA 1:
                                                  TOTAL AREA:   58,315 SQ. FT.
                                 DB. 7468 PG. 125
                                   ITEM ONE       EXISTING IMPERVIOUS:  27,208 SQ. FT.
               SHEET FLOW                         PROPOSED IMPERIOUS:  42,632 SQ. FT.
                L: 250'
                S: 0.79%
 DITCH FLOW                                       NEW IMPERVIOUS AREA:  15,424 SQ. FT.
 L: 288'
 S: 1.43%
 N/F NEEV PROPERTIES, LLC                         SUBMERGED GRAVEL WETLAND 1:
 TAX MAP 301, PARCEL 683                          % IMPERVIOUS:  73%
 LOT A            25' WETLAND OFFSET
 DEED:  SRB 7468/ 125                             DIRECT ESDv: 2.7/12 X (0.05 + 0.009 X 73) X 58,315 SQ. FT. = 9,276 CU.FT.
 PLAT:  SVH 230/ 5 &                              SGW 1 ESDv STORAGE VOLUME @ 2.7" RAINFALL : 1,460 CU.FT.
 SVH 231/ 47 & 48, FWH 56/ 1
                                                  FOREBAY 10% ESDv = 146 cu.ft.  SOUTH MOON UNDER  TOWN OF BERLIN WORCESTER COUNTY, MARYLAND
                                                  UPSTREAM GRASS SWALE TO ACT AS FOREBAY
 SHALLOW CONCENTRATED
 DB. 7468 PG. 125  FLOW                                 BOTTOM CONTOUR 24' AREA     = 425 sf
 ITEM THREE  L: 232'                                                    CONTOUR 24.5' AREA   = 1,041 sf
 S: 1.94%  DITCH FLOW
 6  S: 1.85%                                                             TOTAL FOREBAY STORAGE  = 632 cu.ft.
 L: 102'
                                                  DRAINAGE AREA 2:
 25' WETLAND OFFSET
                                                  TOTAL AREA:   60,901 SQ. FT.
 PROPOSED SUBMERGED  SGW-1 OUTFALL  ROP-II  INV. OUT: 21.50  OUTFALL  N/F NEEV PROPERTIES, LLC  EXISTING IMPERVIOUS:  27,825 SQ. FT.
 TAX MAP 301, PARCEL 683
 18" HDPE
 150 ft. MDSHA R.O.W. (U.S. 113)
                                                                31,999 SQ. FT.
                                                  PROPOSED IMPERVIOUS:
 DEED:  SRB 7468/ 125
 L: 49.93'
 GRAVEL WETLANDS
 ITEM No. 3
 ITEM No. 1
 S: 0.34%
 ITEM TWO
                                                  NEW IMPERVIOUS AREA:
                                                                 4,174 SQ. FT.
 PLAT:  FWH 56/ 1
 ODC 42/ 452
 RIP RAP
 ITEM ONE
 EASEMENT
 EXISTING
                                                  TOTAL AREA:
 MANAGEMENT
 DITCH FLOW  DB. 7468 PG. 125  10' MAINTENANCE  ROP-I  SGW1  STORMWATER  DRAINAGE AREA 3:  108,602 SQ. FT.
 L: 588'  SHALLOW CONCENTRATED  POND              EXISTING IMPERVIOUS:  13,451 SQ. FT.
 FLOW
 S: 0.70%  30' WIDE ACCESS EASEMENT DB. ODC 42 PG. 450  SHALLOW CONCENTRATED  S: 0.91%  SHALLOW CONCENTRATED  PROPOSED IMPERVIOUS:  23,735 SQ. FT.
 L: 101'
                                                  NEW IMPERVIOUS:
                                                                9,958 SQ. FT.
 U.S. ROUTE 113  150' ROW  S: 0.81%  GRASS SWALE  SHALLOW CONCENTRATED  S: 4.03%  AREA HATCHING LEGEND  SUBMERGED GRAVEL WETLAND 2:  54%   an scape Arc itects
 FLOW
 FLOW
 L: 163'
 L: 234'
                                                  % IMPERVIOUS:
                                                  DIRECT ESDv: 2.7/12 X (0.05 + 0.009 X 54) X 108,602 SQ. FT. = 13,097 CU.FT.
                                                  SGW 2 STORAGE VOLUME @ 2.7" RAINFALL : 3,866 CU.FT.
 FLOW
 OFFICE
 N/F NEEV PROPERTIES, LLC
 L: 165'
 TAX MAP 301, PARCEL 684
                                            N/F NICOLE S. MOORE
 (ITEM FRANKLIN AVENUE)  -1.00%  S: 0.93%  BUILDING  LEGEND:  IMPERVIOUS  TAX MAP 301, PARCEL 737   i il  n ineers   an   lanners   ur e ors
 DEED:  SRB 7468/ 125  SHEET FLOW  6" PVC  N/F MALLORY F.  DEED:  SRB 6511/ 290 FOREBAY 10% ESDv = 387 cu.ft.
 PLAT:  FWH 56/ 1  L: 150'  DECK  N/F RODNEY  N/F MARGARET  ECKMAN, et vir.  UPSTREAM GRASS SWALE TO ACT AS FOREBAY
 ODC 42/ 452  S: 1.87%  CONCRETE WALK  2  K. BAILEY  NEWTON, et al.  TAX MAP 301,        BOTTOM CONTOUR 23' AREA     = 272 sf
 CONCRETE WALK  N/F SILVESTER  N/F RODNEY K. BAILEY  N/F CRYSTAL LOCKWOOD  TAX MAP 301,  TAX MAP 301,  DEED:  SVH 5806/ 317                        CONTOUR 24' AREA   = 577 sf
                                       PARCEL 738
                         PARCEL 740
                                PARCEL 739
                                OPEN HSG B
 WOOD
 RAMP  SMITH, et ux.  N/F BEATRICE COLLICK, et al.  TAX MAP 301,  TAX MAP 301, PARCEL 741  DEED:  SVH  DEED:  69/ 364                         TOTAL FOREBAY STORAGE  = 424 cu.ft.
  TAX MAP 301, PARCEL 743
           PARCEL 742
                         2151/ 432
 6" PVC  ~  TAX MAP 301,  DEED:  RHO 1682/ 568  DEED:  SVH 5685/ 191  DEED:  SVH 4428/ 547  PLAT:  PAGE 435
 PARCEL 744
 INV. OUT: 22.52  PROPOSED  S  DEED:  SRB 6041/ 237
 SUBMERGED  WM
 GRAVEL WETLANDS  FUTURE COMMERCIAL DEVELOPMENT  8" PVC
 PAD SITE  OFFICE  SHEET FLOW                     DRAINAGE AREA 4:
 BUILDING  L: 150'              OPEN HSG C
 S: 1.24%                                                                            10044 Old Ocean City Boulevard Berlin, Maryland 21811  Ph: (410) 629-1160 Fax: (410) 629-1710 www.the-atlanticgrp.com
 ROP-II                                           TOTAL AREA:   5,781 SQ. FT.   Atlantic Group
 DEED BOOK ODC 42 PAGE 450                        EXISTING IMPERVIOUS:  1,415 SQ. FT.
 10' MAINTENANCE  ~  10' WIDE ACCESS EASEMENT TO
 SGW2  & ACCESS  CYRUS WARREN LANDS, NOW          PROPOSED IMPERVIOUS:  1,415 SQ. FT.
 EASEMENT  BELIEVED EXTINGUISHED.  OPEN HSG D     NEW IMPERVIOUS AREA:  0 SQ. FT.  & Associates, Inc.
 -2.83%  40' ACCESS  1  SHEET FLOW  SOIL LEGEND:  DRAINAGE AREA 5:
 L: 150'
 EASEMENT
 S: 1.05%
 PLAYGROUND
                                WOODED HSG B
                                                  TOTAL AREA:
                                      HSG:
          Map Unit Description:
     Map Unit:
                                                  EXISTING IMPERVIOUS:  61,047 SQ. FT.
                                                                40,557 SQ. FT.
 PROPOSED ENTRANCE DRIVE  -0.25%  S: 0.25%  APPARENT  EkA:  Elkton Sandy Loam,   C/D  WOODED HSG C  DRAINAGE AREA 6:
                                                  PROPOSED IMPERVIOUS:
                                                                40,557 SQ. FT.
          0 to 2 percent slopes
 L: 59'
 ROP-I  CHANNEL FLOW  PRIVACY FENCE  CeA:  Cedartown-Rosedale Complex,   A  NEW IMPERVIOUS AREA:  0 SQ. FT.
 INV. OUT: 23.91
 OCCUPATION
 22.5'  SHALLOW CONCENTRATED  AS ILLUSTRATED  OFFICE BUILDING  0 to 2 percent slopes
 PLAT: 2412 F.595
 FLOW  OFFICE  FadA:  Fallsington Sandy Loams,  B/D  TOTAL AREA:  214,093 SQ. FT.
 SD-01  L: 129'  BUILDING                         EXISTING IMPERVIOUS:  0 SQ. FT.
 18" HDPE  S: 3.10%  0 to 2 percent slopes,  WOODED HSG D
 L: 40.29'  Northern Tidewater Area               PROPOSED IMPERVIOUS:  0 SQ. FT.
 S: 0.16%  3                                      NEW IMPERVIOUS AREA:  0 SQ. FT.
     UpB:  Urban Land   NA
 INV. IN: 23.97
 D=33° 08' 23"  N/F PATRICK H. SCANLON  UwB:  Urban Land-Udorthents Complex,   D  DRAINAGE AREA 7:
 R=250.00'  LOT 1 P/O 686       WETLANDS HSG B
 L=144.60'  TAX MAP 301, PARCEL 685  0 to 5 percent slopes  TOTAL AREA:  200,077 SQ. FT.
 N40°00'02"W  DEED:  RHO 2412/ 591                EXISTING IMPERVIOUS:  0 SQ. FT.
 C=142.59'  PLAT:  PG. 595  W:  Water  NA         PROPOSED IMPERVIOUS:  0 SQ. FT.
 N/F PATRICK H. SCANLON  WddA:  Woodstown Sandy Loam,   C
 TAX MAP 301, PARCEL 685                          NEW IMPERVIOUS AREA:  0 SQ. FT.
 DEED:  RHO 2412/ 591  0 to 2 percent slopes,  WETLANDS HSG C
 PLAT:  PG. 595  Northern Tidewater Area
 SHEET FLOW
 L: 150'  5  WAREHOUSE                            SUBMERGED GRAVEL WETLAND 1
 S: 0.99%
                                                   TREATMENT VOLUME:
 EXISTING  OFFICE COMPLEX  ROW VARIES  FRANKLIN  MACHINE  WAREHOUSE  WOODED WETLANDS HSG B  SUBMERGED GRAVEL WETLAND 2  1,460 CU. FT.  PROPOSED
 SHOP
 29'                                               TREATMENT VOLUME:  3,866 CU. FT.  NW  N  NE  DRAINAGE
                                                                5,326 CU. FT.
 AVENUE
          RAILROAD   AVENUE                                            W  Ma r y l a n d   S t a t e   Gr i d   NAD   8 3  E
       29' ROW  N/F HISTORIC RAILROADS, INC.  WOODED WETLANDS HSG C  WATER TREATMENT REQUIREMENT HAS BEEN MET.  SW  SE  AREAS
 30' WIDE PERPETUAL ROW  TAX MAP 301, PARCEL 683                        S
 30'  ITEM No. 2
 ITEM No. 4  DEED:  FWH 441/ 014
 60'       PLAT:  WCL 85/ 027
 DISTURBED  FORMER B & E RR ROW  WATER                                       PROJECT:  No.  DATE:  12/2/2019
 CMF  60'
 4                                                     8.13.25 PC Meeting Packet_pg. 63 of 78  1" = 50'
                                                                                 CDD
                                                                             DRAWN BY:
                                                                                    SCALE:
 DISTURBED
 CMF                                                                         SHEET:
                                PALUSTRINE FORESTED WETLANDS
  N/F ST. PAUL UMC                                                               C-106
 TAX MAP 301, PARCEL 735
  DEED:  26/ 87
 TYPICAL 2' WIDE
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