Page 72 - planning-committee-packet
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PLANS ISSUED FOR:
 ML                                                SEQUENCE OF CONSTRUCTION:
                                                  1.
                                                   CONTACT  TOWN  OF  BERLIN  DEPARTMENT  OF  WATER  RESOURCES  AT  (410)  641-3845  TO
                                                   SCHEDULE A PRE-CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO COMMENCING  Review
                                                   ANY SITE WORK.  FAILURE TO DO SO MAY RESULT IN AN IMMEDIATE "STOP WORK ORDER".
                                                  2.  CLEAR  AND  GRUB  AREA  NECESSARY  TO    INSTALL  PERIMETER  CONTROLS,  AND  INSTALL  REVISIONS:
                                                   SILT FENCE AND SUPER SILT FENCE.
                                                  3.
                                                   INSTALL STABILIZED CONSTRUCTION ENTRANCES (SCE), AS SHOWN ON PLAN.
                                                   INSTALLATION  OF  PERIMETER  CONTROLS  BUT  PRIOR  TO  THE  PROCEEDING  WITH  ANY
                                           NW  N  NE  4.  CONTACT  WORCESTER  ENVIRONMENTAL  PROGRAMS  AT  (410)  632-1220  AFTER  THE  No.  Revision/Issue:  Date
                                                   OTHER EARTH DISTURBANCE OR  GRADING.
                                          W  Ma r y l a n d   S t a t e   G r i d   NAD   8 3  E  5.  CLEAR  AND  GRUB  THE  REMAINING  EXISTING  VEGETATION  WITHIN  THE  LIMITS  OF
                                           SW  SE  6.  DISTURBANCE, WITHOUT CLEARING EXISTING SINGLE TREES SHOWN ON THIS PLAN.
                                                   REMOVE EXISTING SIGNS MARKED TO BE REMOVED.
 N/F STANLEY J. SMUCK                       S     7.  TEMPORARY  STABILIZATION  SHALL  BE  PROVIDED  TO  DISTURBED  AREAS  WITHIN  THREE  (3)
 TAX MAP 301, PARCEL 682                           CALENDAR DAYS.
 ML  DEED:  RHO 1613/ 394                         8.  CONSTRUCT  TEMPORARY SEDIMENT  BASIN (TSB1). INSTALL WEIR STRUCTURE  AND OUTFALL
                                                   SWALE.  CONSTRUCT  TEMPORARY  SEDIMENT  BASIN  (TSB2).  INSTALL  OUTFALL  PIPE  AND
                                                   RIP-RAP STABILIZATION.
                                                  9.  GRADE ENTRANCE, ROADS, AND PARKING AREAS PER PROPOSED GRADES PROVIDED.
                                                  10. INSTALL  GRASS  SWALE  ASSOCIATED  WITH  TSB  1.  INSTALL  INFLOW  PIPES  ASSOCIATED  WITH
                                                   TSB2 AND RIP RAP STABILIZATION.
                                                  11. STABILIZE ANY DISTURBED AREAS THAT REMAIN.
                                                  12. FINALIZE GRADES AND PAVE AS SHOWN ON PLANS.
                                                  13. STABILIZE ALL AREAS. FLUSH STORM DRAINS AND REMOVE ACCUMULATED SEDIMENT.
                                                  14. CONVERT SUBMERGED GRAVEL WETLAND 1 (SGW1). CONVERT TSB2 TO SUBMERGED GRAVEL
 TYPICAL  PALUSTRINE FORESTED WETLANDS             WETLAND  2  (SGW2).  STORM  FACILITIES  MUST  BE  INSPECTED  THROUGHOUT  THEIR
 DITCH                                             CONSTRUCTION.
 CENTERLINE                                       15. STABILIZE  ALL  REMAINING  DISTURBED  AREAS  WITH  PERMANENT  VEGETATION  OR  SITE
                                                   SPECIFIC VEGETATION AS NOTED.
 TYPICAL DITCH TIE-LINE                           16. IF  CONSTRUCTION  IS  NOT  INITIATED  WITHIN  SEVEN  (7)  DAYS,  STABILIZE  ALL  DISTURBED
 FOR COMPUTATIONAL  BOUNDARY RUNS                  AREAS NOT STABILIZED BY STONE, GRAVEL, PAVING, CONCRETE, OR LANDSCAPING ROCK AS
 BY AND WITH THE
 PURPOSES ONLY                                     PER PERMANENT VEGETATIVE STABILIZATION REQUIREMENTS.
 DITCH  CENTERLINE
                                                  17. PERIMETER  CONTROLS  TO  REMAIN  IN  PLACE  UNTIL  ALL  CONSTRUCTION  ACTIVITIES  ARE
                                                   COMPLETED.
                                                  18. INSPECTION  BY  AN  MDE  INSPECTOR  SHALL  BE  DONE  AFTER  THE  SITE  IS  COMPLETELY
                                                   STABILIZED BUT PRIOR TO THE REMOVAL OF THE PERIMETER CONTROLS.
                                                  19. FOLLOWING FINAL SITE STABILIZATION, REMOVE PERIMETER CONTROLS AND STABILIZE AREAS
                                                   DISTURBED DURING THEIR REMOVAL.
                                                  20. ALL  MAINTENANCE  OF  THE  FINAL  SITE  SHALL  BE  CONTROLLED  BY  THE  SITE  OWNER.
                                  DB. 7468 PG. 125  MAINTENANCE  SHALL  BE  PERFORMED  AS  NECESSARY  TO  ENSURE  THE  STABILIZED  AREAS
                                    ITEM ONE       CONTINUOUSLY  MEET  THE  APPROPRIATE  REQUIREMENTS  OF  THE  "2011  MARYLAND
                                                   STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL."
                                                  CONSTRUCTION & RESPONSIBILITY NOTES:
 N/F NEEV PROPERTIES, LLC                         1. CONTRACTOR  SHALL  BE  REQUIRED  TO  PROVIDE  ALL  MATERIALS  AND  APPURTENANCE
 TAX MAP 301, PARCEL 683                           NECESSARY  TO  COMPLETE  PROJECT  CONSTRUCTION  AS  SHOWN  ON  THE  DRAWINGS    AND
                                                   DESCRIBED IN THE SPECIFICATIONS.
 LOT A             25' WETLAND OFFSET             2. THE  CONTRACTOR  SHALL  CONTACT  MISS  UTILITY  FOR  LOCATION  OF  UNDERGROUND
 DEED:  SRB 7468/ 125                              UTILITIES PRIOR TO CONSTRUCTION. (800-441-8355)
 PLAT:  SVH 230/ 5 &  EXISTING PIPE TO            3. THE CONTRACTOR SHALL CONFINE HIS ACTIVITIES TO THE SITE. ANY DAMAGE TO EXISTING
 SVH 231/ 47 & 48, FWH 56/ 1  BE REMOVED
                                                   UTILITIES,  ETC.  CAUSED  BY  THE  CONTRACTORS  NEGLECT  SHALL  BE  REPAIRED  BY  THE
                                                   CONTRACTOR AT HIS OWN EXPENSE.
                                                  4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR CONSTRUCTION PERMITS AND FEES.  SOUTH MOON UNDER  TOWN OF BERLIN WORCESTER COUNTY, MARYLAND
                                                  5. CONTRACTOR SHALL COORDINATE ALL WORK WITH WORCESTER COUNTY.
                                                  6. THE  CONTRACTOR  SHALL  BE  RESPONSIBLE  FOR  COORDINATION  OF  ONGOING  INSPECTION
 DB. 7468 PG. 125                                  AND  ACCEPTANCE  BY  WORCESTER  COUNTY  ROADS,  WORCESTER  COUNTY  HEALTH
 ITEM THREE                                        DEPARTMENT AND WORCESTER COUNTY SANITARY DISTRICT.
                                                  7. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL FACILITIES SHOWN
                                                   HEREON,  AND  THEY  SHALL  BE  APPROVED  BY  THE  MARYLAND  DEPARTMENT  OF  THE
                                                   ENVIRONMENT  OR  THEIR  AUTHORIZED  AGENTS  PRIOR  TO  THE  START  OF  ANY  GRADING
                                                   OPERATIONS OR CONSTRUCTION.
                                                  8. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY
                                                   SITE  STABILIZATION  SHALL  BE  COMPLETED  WITHIN  THREE  (3)  CALENDAR  DAYS  ON  ALL
                                                   PERIMETER  CONTROLS,  DIKES,  SWALES,  DITCHES,  PERIMETER  SLOPES  AND  ALL  SLOPES
                                                   GREATER THEN 3 HORIZONTAL TO ONE VERTICAL (3:1) AND WITHIN SEVEN (7) DAYS ON ALL
 25' WETLAND OFFSET
                                                   OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE.
 SSF/  N/F NEEV PROPERTIES, LLC                   9. IF  DURING  ANY  PERIOD  OF  CONSTRUCTION  THERE  SHOULD  BE  A  PROBLEM  WITH  EROSION
 TAX MAP 301, PARCEL 683
 150 ft. MDSHA R.O.W. (U.S. 113)
                                                   CONTROL,  THE  PROPER  AND  NECESSARY  MEASURES  WILL  BE  TAKEN  TO  CORRECT  THE
 SSF/  LOD  SF-  OUTFALL  DEED:  SRB 7468/ 125    10. ALL DISTURBED AREAS NOT PAVED OR SURFACED SHALL BE REVEGETATED AND STABILIZED
 ITEM No. 1
 LOD
 ITEM No. 3
 30' WIDE ACCESS EASEMENT DB. ODC 42 PG. 450  ITEM ONE  10' MAINTENANCE  SSF/  LOD  TSB1  SF- LOD  LOD  STORMWATER  12. THE APPROVAL OF THIS PLAN FOR SEDIMENT EROSION CONTROL DOES NOT RELIEVE THE
                                                   PROBLEM BY THE OWNERS AND/OR THE CONTRACTOR(S).
  ITEM TWO
 PROPOSED SUBMERGED
 SSF/
 GRAVEL WETLANDS
 LOD
 PLAT:  FWH 56/ 1
                                                   FOLLOWING THE RECOMMENDATIONS SHOWN ON THE DETAIL SHEET FOR TEMPORARY AND
 ODC 42/ 452
                                                   PERMANENT SEEDING.
 RIP RAP
 DB. 7468 PG. 125
                                                  11. ALL  PHASES  OF  CONSTRUCTION  WILL  ADHERE  TO  ALL  EROSION  AND  SEDIMENT  CONTROL
 SGW1
                                                   MEASURES AS SET FORTH IN THE APPROVED EROSION AND SEDIMENT CONTROL PLAN FOR
 EASEMENT
 EXISTING
                                                   THIS SITE. THE SEDIMENT CONTROL APPROVALS ON THIS PLAN EXTEND ONLY TO THE AREAS
                                                   AND PRACTICES IDENTIFIED AS PROPOSED WORK.
 MANAGEMENT
 POND
                                                   DEVELOPER/CONSULTANT  FROM  COMPLYING  WITH  ANY  FEDERAL/STATE/COUNTY/TOWN
                                                   REQUIREMENTS PERTAINING TO ENVIRONMENTAL ISSUES.
                                                  SEDIMENT & EROSION CONTROL NOTES:
 U.S. ROUTE 113  150' ROW  N/F NEEV PROPERTIES, LLC  LOD  SF-  LOD  SF  GRASS SWALE  SF-  LOD  OFFICE  SF-  LOD  SF-  SF-  LOD  SF-  1. ON ALL SITES WITH DISTURBED AREAS, APPROVAL OF THE STATE OF MARYLAND SHALL BE   an scape Arc itects
 SF-
 LOD
                                                  REQUESTED  UPON COMPLETION OF THE INSTALLATION OF PERIMETER EROSION AND
 LOD
                                                  SEDIMENT CONTROLS, BUT BEFORE PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR
                                                  GRADING. OTHER BUILDING OR GRADING APPROVALS MAY NOT BE AUTHORIZED UNTIL THIS
                                                  INITIAL APPROVAL BY THE STATE OF MARYLAND IS MADE.
                                                  2. APPROVAL SHALL BE REQUESTED UPON FINAL STABILIZATION OF ALL SITES WITH DISTURBED
                                                  AREAS BEFORE REMOVAL OF CONTROLS.
 TAX MAP 301, PARCEL 684
                                             N/F NICOLE S. MOORE
                                                  3. THE DEVELOPER SHALL REQUEST THAT THE STATE OF MARYLAND APPROVED WORK
 (ITEM FRANKLIN AVENUE)
                                                  COMPLETED AT THE STATES OF CONSTRUCTION SPECIFIED BELOW IN ACCORDANCE WITH THE
                                             DEED:  SRB 6511/ 290
 DEED:  SRB 7468/ 125  SF  -1.00%  SF-  LOD  6" PVC  BUILDING  N/F MALLORY F.  TAX MAP 301, PARCEL 737   i il  n ineers   an   lanners   ur e ors
 PLAT:  FWH 56/ 1  DECK   N/F RODNEY  N/F MARGARET  ECKMAN, et vir.  APPROVED PLAN, THE GRADING PERMIT OR THE BUILDING PERMIT.
 ODC 42/ 452  LOD  SF-  CONCRETE WALK  K. BAILEY  NEWTON, et al.  TAX MAP 301,
                                                  4. ALL SEDIMENT CONTROL DEVICES SHALL REMAIN IN OPERATION UNTIL THE CONSTRUCTION
 SSA                      TAX MAP 301,  TAX MAP 301,  PARCEL 738  PROJECT IS FULLY STABILIZED BY VEGETATION OR PAVING AND FREE FROM ALL SEDIMENT.
 CONCRETE WALK  N/F SILVESTER  N/F RODNEY K. BAILEY  N/F CRYSTAL LOCKWOOD  PARCEL 740  DEED:  SVH 5806/ 317  5. PERIODIC INSPECTION AND REPAIR OF ALL EROSION CONTROL DEVICES IS THE SOLE
 WOOD
                                 PARCEL 739
 LIMIT OF DISTURBANCE:  SF  RAMP  LOD  SF-  SMITH, et ux.  N/F BEATRICE COLLICK, et al.  TAX MAP 301,  TAX MAP 301, PARCEL 741  DEED:  SVH  DEED:  69/ 364  RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL INSPECT AND REPAIR ALL
  TAX MAP 301, PARCEL 743
            PARCEL 742
 ±124,504 SF. (2.86 AC.)  6" PVC  ~  LOD  TAX MAP 301,  DEED:  RHO 1682/ 568  DEED:  SVH 5685/ 191  DEED:  SVH 4428/ 547  2151/ 432  DAMAGE CAUSED BY STORM EVENTS, SUBCONTRACTORS, I.E. UTILITY COMPANIES, ETC.,
                                                  VANDALISM AND GENERAL DISREPAIR.
 S  LOD  LOD  PARCEL 744  PLAT:  PAGE 435         6. IF THE APPROVED PLAN NEEDS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORM WATER
 DEED:  SRB 6041/ 237
 WM                                               CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE WORCESTER CO. SOIL
 SF-  8" PVC                                      CONSERVATION DISTRICT.
 SF-
 LOD
 PROPOSED  LOD  FUTURE COMMERCIAL  SF  OFFICE  LOD  7. IF DUST CREATED TRAFFIC SAFETY PROBLEMS, HEALTH HAZARDS, OR OFF-SITE DAMAGE,
 SUBMERGED  SF-  DEVELOPMENT  BUILDING            THE SITE SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS MOIST. REPEAT AS
 GRAVEL WETLANDS  LOD  LOD  SF-  PAD SITE  LOD  LOD  SF-  NECESSARY.                 10044 Old Ocean City Boulevard Berlin, Maryland 21811  Ph: (410) 629-1160 Fax: (410) 629-1710 www.the-atlanticgrp.com
 EXISTING SIGNS                                                                 Atlantic Group
 LOD
 SF  ~  TO BE REMOVED  LOD  DEED BOOK ODC 42 PAGE 450  8. FOREST CONSERVATION DOES NOT APPLY TO THIS SITE.
                                                  9. APPROVED PLANS REMAIN VALID FOR 2 YEARS FROM THE DATE OF APPROVAL, EXCEPT
 10' WIDE ACCESS EASEMENT TO
                                                  SURFACE MINES AND LANDFILL PLANS WHICH REMAIN VALID FOR 5 YEARS FROM THE DATE OF
 SF-  LOD  SGW2  10' MAINTENANCE  SF- LOD  LOD  LOD  CYRUS WARREN LANDS, NOW  APPROVAL UNLESS SPECIFICALLY EXTENDED OR RENEWED BY THE APPROVAL AUTHORITY.
 & ACCESS
 BELIEVED EXTINGUISHED.
 EASEMENT
 TSB2                                             10. ALL WORK AREAS SHALL BE STABILIZED AT THE END OF THE DAY.  & Associates, Inc.
                                                  11. DEWATER TO A POTABLE SEDIMENT TANK IF NEEDED.
 -2.83%  LOD  SF-  SF- LOD  40' ACCESS  LOD       12. ANYTIME A SOIL EROSION OR SEDIMENT CONTROL PROBLEM OCCURS, PROMPT AND
                                                  NECESSARY MEASURES WILL BE TAKEN BY THE OWNER AND/OR CONTRACTOR TO CORRECT
 EASEMENT
                                                  THE PROBLEM.
 PROPOSED ENTRANCE DRIVE  SF- LOD  LOD  LOD  LOD  LOD  LOD  STOCKPILE AREA:
 SF-  LOD  LOD  PLAYGROUND                        13. ALL PHASES OF CONSTRUCTION WILL ADHERE TO ALL SEDIMENT AND EROSION CONTROL
                                                  MEASURES AS SET FORTH IN THE APPROVED SEDIMENT AND EROSION CONTROL PLAN FOR THIS
                                                  SITE.
 SF-
 SF-  LOD  SF- LOD  LOD  SF-  PRIVACY FENCE       1. THE FOOTPRINT OF THE STOCKPILE MUST BE SIZED TO ACCOMMODATE THE ANTICIPATED
                                                   VOLUME OF MATERIAL AND BASED ON A SIDE SLOPE RATIO NO STEEPER THAN 2:1. BENCHING
 -0.25%  OCCUPATION  LOD                          2. RUNOFF FROM THE STOCKPILE AREA MUST DRAIN TO A SUITABLE SEDIMENT CONTROL
                                                  MUST BE PROVIDED IN ACCORDANCE WITH SECTION B-3 LAND GRADING
 APPARENT
 22.5'  SF- LOD  AS ILLUSTRATED  OFFICE BUILDING  PRACTICE.
 RIP-RAP  PLAT: 2412 F.595                        3. ACCESS THE STOCKPILE AREA FROM THE UPGRADE SIDE.
 CIP  SF-  OUTLET  OFFICE                         4.  WHERE RUNOFF CONCENTRATES ALONG THE TOE OF THE STOCKPILE FILL, AN APPROPRIATE
 LOD  SEE DETAIL  EXISTING SIGNS BUILDING         EROSION/SEDIMENT CONTROL PRACTICE MUST BE USED TO INTERCEPT THE DISCHARGE.
 LOD
 D-7 SHEET  LOD  SF-  LOD  TO BE REMOVED          5.  STOCKPILES MUST BE STABILIZED IN ACCORDANCE WITH THE 3/7 DAY STABILIZATION
 C-500                                            REQUIREMENT AS WELL AS STANDARD B-4-1 INCREMENTAL STABILIZATION AND STANDARD
 SF- LOD  LOD                                     6. IF THE STOCKPILE IS LOCATED ON AN IMPERVIOUS SURFACE, A LINER SHOULD BE PROVIDED
                                                  B-4-4 TEMPORARY STABILIZATION.
 LOD
 D=33° 08' 23"  N/F PATRICK H. SCANLON            BELOW THE STOCKPILE TO FACILITATE CLEANUP. STOCKPILES CONTAINING CONTAMINATED
 R=250.00'  LOT 1 P/O 686                         MATERIAL MUST BE COVERED WITH IMPERMEABLE SHEETING.
 L=144.60'  TAX MAP 301, PARCEL 685
 N40°00'02"W  DEED:  RHO 2412/ 591  LOD  SF-
 C=142.59'  PLAT:  PG. 595  LOD
 N/F PATRICK H. SCANLON
 TAX MAP 301, PARCEL 685
 DEED:  RHO 2412/ 591
 PLAT:  PG. 595
 WAREHOUSE
 EXISTING  OFFICE COMPLEX  ROW VARIES  FRANKLIN  MACHINE  WAREHOUSE           EROSION AND
 SHOP
  29'                                             OWNER'S CERTIFICATION:
 AVENUE
           RAILROAD   AVENUE                      1. ANY CLEARING, GRADING, CONSTRUCTION OR  DEVELOPMENT, OR ALL OF THESE, WILL BE  SEDIMENT
                                                   DONE PURSUANT TO THIS PLAN.
        29' ROW  N/F HISTORIC RAILROADS, INC.     2. THE  RESPONSIBLE  PERSONNEL  INVOLVED  IN  THE  CONSTRUCTION  PROJECT  WILL  HAVE  CONTROL PLAN
 30' WIDE PERPETUAL ROW  ITEM No. 2  TAX MAP 301, PARCEL 683  CERTIFICATION  OF  TRAINING  AT  THE  DEPARTMENT  APPROVED  TRAINING  PROGRAM
 30'  ITEM No. 4  DEED:  FWH 441/ 014              (GREEN-CARD  CERTIFICATION  FOR  THE  CONTROL  OF  SEDIMENT  AND  EROSION  BEFORE
  60'
            PLAT:  WCL 85/ 027                     BEGINNING THE PROJECT.  CERTIFICATION MAY BE WAIVED BY THE APPROVAL AUTHORITY
                                                   ON  ANY  PROJECT  INVOLVING  FOUR  OR  FEWER  RESIDENTIAL  UNITS)  AND  AS  APPLICABLE
                                                   PER COUNTY.
                                                  3. THE DEVELOPER WILL BE PROVIDED ONE COPY OF A RED LINE AS-BUILT DRAWING OF EACH
 DISTURBED  FORMER B & E RR ROW                    FACILITY REQUIRING A STATE POND PERMIT.  PROJECT:  No.  DATE:  11/21/2019
 CMF
 60'
                                                                             DRAWN BY:  CDD  SCALE:  1" = 50'
                                                  SIGNATURE:                                                                     .
 DISTURBED                                             8.13.25 PC Meeting Packet_pg. 61 of 78
 CMF                                                                         SHEET:
   N/F ST. PAUL UMC                               DATE:                                                                      .  C-104
  TAX MAP 301, PARCEL 735
   DEED:  26/ 87
 TYPICAL 2' WIDE
 N/F DENA D.
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