DEPARTMENT OF ENVIRONMENTAL PROTECTION WATERWAYS REGULATION

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					                DEPARTMENT OF ENVIRONMENTAL PROTECTION
                    WATERWAYS REGULATION PROGRAM

           Notice of License Application pursuant to M. G. L. Chapter 91
                Waterways License Application Number W09-2656
                  Rossignol Corporation dlbla Bay Pointe Marina

NOTIFICATION DATE: April 15, 2009

Public notice is hereby given of the application by Rossignol Corporation d/b/a Bay Pointe
Marina to renew DEQE License No. 1970 for an existing recreational boating facility at 64
Washington Court in and over flowed tidelands of Town River and within the Weymouth
Fore River Designated Port Area. The proposed use of the project is to provide for a
recreational boating facility and is a water dependent project.

The Department will consider all written comments on this Waterwavs application
received bv within 30 days subsequent to the "Notification Date". Failure of any aggrieved
person or group of ten citizens or more to submit written comments to the Waterways
Regulation Program by the Public Comments Deadline will result in the waiver of any right
to an adjudicatory hearing in accordance with 310 CMR 9.13(4)(c).

Additional information regarding this application may be obtained by contacting the
Waterways Regulation Program at (617) 292-5500. Project plans and documents for this
application are on file with the Waterways Regulation Program for public viewing, by
appointment only, at the address below. Written comments must be addressed to: David
Slagle. Environmental Analyst, MassDEP Waterways Program. One Winter St., 5th *R.,
Boston, MA 02108.
    DATLIM: MEAN LOW WATER = 0.0'
                      TOWN RIVER             -FLOOD
                                              EBB -
I   APPROX. HISTORIC LOW WATER LINE




                                                                   T. MARINA OFFICE




            BOTJOM OF SLOPE




    1-10,000 GAL G A S                                   SEWER EASEMENT
    I-10,000 GAL DIESEL                                        EMPIRE REALTY TRUST
                                                0    80
             AUTO PARKING   = 227   SPACES      I I I          C/O COLONIAL FED. SAL
                                              SCALE IN FEET    & LOAN, QUINCY, MA
    PLANS ACCOMPANYING PETITION OF
           QLIINOIL INDUSTRIES. INC.                 PLAN
        TO CONSTRUCT AND MAINTAIN             PROPOSED CONDITION!
     FLOATS, FINGER FLOATS, MOORING SHEET 1 OF 12
     PILES, GANGWAYS, ACCESS PIERS,
    BOAT HOIST. STRADDLE HOIST PIERS     ucmsfpurrm.                 / 9 70
     REPAIR GRANITE BLOCK AND WOOD
          BULKHEAD AND TO DREDGE
       IN TOWN RIVER, CITY OF QUINCY
         COUNTY OF NORFOLK, MASS.
                   MAY 1988
              EXISTING RECORDED LICENSE INFORMATION

              LICENSE NO. 5228                  1967       BK 4508  - PG 73
              LICENSE NO. 2536                  1901       BK   907 - PG 294
              LICENSE NO. 2460                  1901       BK   902 - PG 330
              LICENSE NO. 2346                  1900       BK   868 - PG 639
              LICENSE NO. 2271              .   1899       BK   851   - PG 564
              LICENSE NO. 231 6                 1899       BK   861   -   PG 251




LICENSE NO. 2460   -
               SCALE IN FEET
                                                         LICENSE NO. 2346    -

       DATUM: MEAN LOW WATER                    = 0.0'

                   NO. f ' 9 7 0
                   Environmental Qtiality

                                                        PLAN
                                                EX!ST!NG COND!T!ONS
I       LICENSE PLAN NO. / 9 70          MARINA
    O         r m
        ~ w p by ~ ~ i d mm a i WMY
                             a
                          r st        ENLARGED AREA
        ! AUG 11 nas
         a:
"
I-
w
W
P
cn
     \,
                   - -TOWN RIVER
                         FLOOD
                         EBB
                                   APPROX. 70' SETBACK
                                   FROM




          TOTAL 232 BERTHS
APPROX. 70' SETBACK
FROM CHANNEL LINE
                                       PILE
                      CE P R O T E G ~ ~ N DOLPHi;u'S




                   -----.------    - - - . *
                                  . . C - +



            ;X4Y -GANGWAY       MLWS=-1.0'
          REBUILD.TIMBER PlLE AND WOOD SHEET BULKHEAD
          WITH GRANITE BLOCK AND CONC. CAP    DREDGE ENVELOPE
                  EXIST. MARINA OFFICE        TO -6' MLW




                                                        ENLARGED ARE.
 a MEAN         LOW WATER INTERCEPT WlTH SHORELINE

                   k--        BEGIN D R E D G E E N V E L O P E (EL. -3.5'   )

                                     MLW

      EL. -6'

 SCALE: HORIZONTAL       -    1"=201
                                                '
                                           SEDIMENT TO B E DREDGED
         VERTICAL         -   1"=101 SECTION A-A


  k
  I
            MEAN LOW WATER INTERCEPT WlTH SHORELINE

                   I                    AREA TO .BE DREDGED
                                                                                      I



            -
                                    \ SEDIMENT TO BE DREDGED

     SCALE: HORIZONTAL          -   1"=401
                                                SECTION B-B
             VERTICAL           -   l"=lOt

                       AREA TO BE DREDGED



           MLW \-         /    SEDIMENT TO BE DREDGED




SCALE: HORIZONTAL        1 "=301
        VERTICAL           "=I
                         I 0'        SECTION C-C
                                           I   ICEWE PVVJm-1970
                                           Ir

                                                                  d               ~al
                                                                                 wu~EnGIdfQ




 GRAPHIC SCALES                                                 DREDGE SECTIONS
                                         45'
                                               '    CLEATS   '
                                                                     +

     "l~lllll~~          CORNER BRACE
                                               SEE MARINA LAYOUT PLAN
                                               FOR SPACING B E T w E i N s u p s




        1111111111, -7    WOOD FRAME AND DECK FLOAT WITH
                          POLYETHYLENE PONTOONS




                                                             WOOD 1      PILES


                       POWER POST, 1 PER 2 BOATS
                                                          'f
                                                          '

        llllllllllh.     FINGER FLOAT\                  / MOORING PILE




                                                          TO BE CCA OR ACA
                                                          TREATED
             11111          PLAN                #




               .   .
                                 12" STEEL PIPE PlLE OR
                                 TREATED TIMBER PILE




 0      5,   10
 w
SCALE   IN   FEET




                                                             MARINA FLOATS
                                        "                                            - - 20'
                                        - 20'                                           -
                                                 ON CENTER -
                                                                                      r-
                                                                                                ON CENTER
                                                                                            BATTER PILE
                                                                                                            -1
                       6" REINFORCED
                                                20'-0" OR AS SPECIFIED
                                                FOR SPECIFIC HOIST




                                            PLAN
                                 STRADDLES
                                    PIERS
                                    I
                                 IIARBOR V I E W M A R I N A
                                                                                 1

                                                                    MAXIMUM 50 TON CAPACITY
                                                                    STRADDLE HOIST




  0
   -     5    10

- - - . - ... ---.-.    _A   -
                             *
                                  ELEVATION

                                  d
                                   DL E-HOIST PIER
                                        W - /$+-70
                                                               r-*eCrZl?i   $t=-'1,;2
                                                                                         PLAN AND ELEVATION
                                                                                        STRADDLE HOIST PIERS
                                                                                            :
                              WlTH MACHINE




                     MEAN LOW WATER =0.0'




                             --
                            SCALE IN FEET


                  SECTION THROUGH HOIST PIERS




      4"X4" AND Z"X4" HANDRAIL, POSTS

                                               -
                                  36x1 35#IFT MIN.
                                  1" DIA. X 8" LAG BOLT
                               ,PREDRILL      PILE
                                 3 " X I 0" TREATED TIMBER
                                 DOUBLE CAP AND BRACE
                               1 114" DIA. GALV. MACHINE
                               BOLTS WlTH NUTS AND 4" SQ.
                               X 318" PL WASHERS

                                          IMBER PILE, 20 TON




  0   1   2         TYPICAL CROSS SECTION
  IIPGdCII              STRADDLE HOIST
                                                         SECTION
SCALE l M i a n
              &
                       7.     w. / 7 70
                            g @mgsmg# %,sz$
                                                   STRADDLE HOIST PIERS
                                                   ;
                                            -?4.:",.
ESTIMATED SWING CIRCLE O F H O I S T
C O N T R O L UNIT
             \   I C L E A R A N C E LINE FOR HOIST




                      STRADDLE HOIST
                      PILE B E N T


                                     5
                                     -.
                               S C A L E IN FEET
              REPAIR AND RESET EXISTING STONE BULKHEAD




             BULKHEAD TO BE REMOVED




EXTEND STONE BULKHEAD WlTH AVAILABLE STONE
ON SITE, RAISE ELEVATION TO MATCH ADJACENT
PAVED ROAD
               ELEVATION AT EXISTING BULKHEAD



                               SCALE IN FEET

                                               2"X6" TREATED DECKING
                                                    "X10" JOISTS, 30" OC
                         CONC. CURB                     RAISE WALL WlTH
                                                        BLOCK AND LEVEL
                                                        WlTH CONC.
                                                     MHW =+9.6'
                         BEARING P
                                                    EXISTING OR NEWLY
                                                    CONSTRUCTED BLOCK
     @)
      !



            5 TURNS 1" DIA.
            GALV. WIRE ROPE;
            EACH TURN STAPLED
            TO EACH PILE                       SECTION
                 MHW =    +   9.6'   BULKHEAD REPAIR AND WALKWAY
                                             0    5    1 0
             TREATED TIMBER
                                               SCALE IN FEET




3-PILE CLUSTER DOLPHIN
                                                DETAILS
                                          BULKHEAD AND DOLPHIN
                                                                        MHW = +9.6'




                                                                        MLW = 0.0'


                   'TREATED TIMBER PILE, 1 0 TON CAPACITY
     ELEVATION       - TIMBER               ACCESS PlER
                           0            5          1 0
           d




                           SCALE I N FEET


2"X6" & 2"X4" RAILS    7            -
                                                2"X12" JOISTS AT 2 4 " . O C
                                                      2"X 6" DECKING

 DOUBLE
          EL +16'     +-6''                  !!
                                            //I           , I " DIA.GALV MAC
 4"X12" CAP  -lE                                             BOLTS W1114"
                                                             SQ. PL WASHERS
                 '
4"X12"   BRACE \ .
                       T



   FASTEN    L
   FILLER BTHRu ~          C    K           ~     ~      T ~
                                                         PILE   A   E   ~   I   M    B
   SIDE GRAIN                  10'-0"




               SECTION THRU TIMBER ACCESS PlER
                       0     5    1 0


                       SCALE IN FEET


         Lz&%E      i=LAi#d                                         DETAILS
                                                                ACCESS PIERS
    nnA2mdbr-B