Page 86 - planning-committee-packet
P. 86

PLANS ISSUED FOR:
                                                                                  Review
                                                                                 REVISIONS:
                                                                              No.  Revision/Issue:  Date











                                                                                 SOUTH MOON UNDER  TOWN OF BERLIN WORCESTER COUNTY, MARYLAND














 BMP SGW1
 30  30
 SGW-1 OUTFALL
 Est. SHWT: 22'  18" HDPE
 PROP
 GWT: 21.4' (March 2020)  TOP OF  PROP  L: 49.93'
 8"SHA BIORETENTION  10YR: 23.82'  BANK  GRADE  S: 0.34%  ROP-II
 SOIL MIX  EXIST  d50=6"
 2YR: 23.27'  GRADE  La=10', W=11.5'  25                                          an scape Arc itects
 ESDv: 22.85'
 25
 ELEVATION (FT)  BOTTOM ELEV: 22.00'                                            i il  n ineers   an   lanners   ur e ors
 T=18"
 D-14  20  19.42'  CONCRETE OUTFALL  20
 21.67'
 ROP-I
 d50=6"  18.33'  STRUCTURE (OS-1)
 La=10', W=11.5'  21.33'  24"#57 AGGREGATE  6" SOLID PIPE PVC INTO OS-1
 T=18"  21.00'  6" PERFORATED SUBDRAIN PIPE PVC
 20.67'  4"#7 AGGREGATE
 18.67'  4"COURSE SAND
 15  15
 EG: 24.31  PG: 23.13  EG: 24.16  PG: 22.00  EG: 24.62  PG: 22.00  EG: 23.29  PG:  EG: 21.10  PG:  Atlantic Group  10044 Old Ocean City Boulevard Berlin, Maryland 21811  Ph: (410) 629-1160 Fax: (410) 629-1710 www.the-atlanticgrp.com
 0+00  0+50  1+00  1+50  1+80
 DISTANCE ALONG BASELINE (FT)                                                    & Associates, Inc.
 D-15
 BMP SGW2
 35
 SD-02
 18" HDPE  150 ft. MDSHA ROW (U.S. 113)
 L: 29.01'
 S: 0.50%
 GWT: 22.2' (March 2020)  PROP
 PROPOSED  PROP  ROP-I  d50=6"  TOP OF
 30  ENTRANCE  GRADE  d50 = 6"  T=18"  Est. SHWT: 22.9'  BANK  TO US113 APPROX. 5 FT.  U.S. 113 E.O.P
 FREEBOARD DEPTH
 DRIVE
 La=10', W=11.5'
 d50=6"  T=18"  CONCRETE OUTFALL  El. 27.92'
 T=18"  EXIST  8"SHA BIORETENTION  STRUCTURE (OS-2)  10YR HGL
 SOIL MIX
 ELEVATION (FT)  25  PROP  GRADE  ESDv:23.89' 10YR:24.69'  EXISTING
 2YR:24.42'
 GRADE
 BOTTOM ELEV:23.00'
          DITCH
 SHWT: 21.93'
 20.50'
 SD-01  FOREBAY ELEV: 23.00'  4"COURSE SAND  22.67'  10 YR. WATER
        LEVEL (APPROX.)
 Q10=3.7 cfs
 20  18" HDPE  19.33'  V10=4.29 fps                                             DETAILS
 L: 40.29'
 S: 0.16%  22.33'  19.67'  24"#57 AGGREGATE  ROP-II
 22.00'  d50=6"
 4" SOLID PIPE PVC INTO OS-2
 21.67'  La=10', W=11.5'
 4" PERFORATED SUBDRAIN PIPE PVC  T=18"
 4"#7 AGGREGATE
 15
 EG: 24.83  PG: 24.63  EG: 25.28  PG: 22.90  EG: 25.95  PG: 22.77  EG: 26.28  PG: 24.87  EG: 24.81  PG: 23.00  EG: 23.21  PG: 23.00  EG: 23.71  PG: 24.64  EG: 27.89  PG:  PROJECT:  No.  DATE:  12/2/2019
 0+00  0+50  1+00  1+50  2+00  2+50  3+00  3+44.05                           DRAWN BY:  CDD  SCALE:  NOTED
 DISTANCE ALONG BASELINE (FT)                          8.13.25 PC Meeting Packet_pg. 68 of 78
                                                                             SHEET:
                                                                                 C-502
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