HomeMy WebLinkAboutProfessional Engineer Letter 4/29/74 L. n
BARNSTABLE SURVEY CONSULTANTS, INC. MEMBERSHIP IN:
MASS. SOCIETY OF
PROFESSIONAL ENGINEERS
SURVEYORS AND ENGINEERS & LAND SURVEYORS
POST OFFICE BOX 734
4 1 1 MAIN STREET CAPE COD SOCIETY
WEST YARMOUTH, MASS, 02673 PROFESSIONAL ENGINEERS
TELEPHONE: 775.7719 & LAND SURVEYORS
April 29, 1974
Board of Health
Town of Yarmouth
Town Hall
South Yarmouth, Mass.
Re : "Riviera Beach Motel"
Gentlemen:
I, Everett H. Hinckley, Massachusetts Registered Professional
Engineer #13230, hereby certify that I have supervised the
construction of the subject disposal facilities and that
they have been constructed according to the approved plans
and Article XI of the State Sanitary Code.
Very truly yours,
'� �+ � J 1 L.f f% CC,1
llEverett H. Hinckley, P.E.
cc: Roland Dusseault
Regional Sanitary Engineer
Southeastern Health District
Lakeville Hospital
Lakeville, Mass.
LAND COURT • PROPERTY • RIGHT OF WAY • SOUNDINGS • FILL PERMITS
PIER PERMITS • TOPOGRAPHY • SUBDIVISION CONSTRUCTIONS • SANITARY LANDFILL
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April 5, 1974
Barnstable Survey Consultants, Inc. RE: YARMOUTH--Subs<_Jrface Sewage Disposal
Surveyors and Engineers Jew Systems for ii;, Unit Riviera C'^ach
Post Office Box 73t;. Motel and Restaurant, South Shore Drive,
411 Main Street Job no. 74-016
West Yarmouth, Massachusetts 02673
Gent lemen:
The Department of Public Health, in response to your regiest, has had one of
its engineers examine the soil at the above-noted site and has reviewed a plan
titled.
" SEWAGE DISPOSAL SYSTEM
FOR: "RIVIERA BEACH MOTEL" •
EXISTING `3O UNIT MOTEL ANft
30 SEAT RESTAURAT ' LOCATED
ON SOUTH SHORE DR. - SO. YARMOUTH
FOR: DAVENPORT REALTY TF.TST
SCALE: AS NGrED DATE: APRIL 1, 1974
BARASTABTP SURVEY CONSULTAYCS, I. C.
WEST YARMOI TITr, MASS.
Soil examinations conducted at the subject site on February 13, 1974 in the are
proposed for subsurface sewage disposal indicate that the natural soil, beneath
asphalt, consists of coarse sand which has a percolation rate of less than two minut(
per inch. (Ground water was encountered at an elevation: of 100.60 feet.)
The plan proposes the following:
1, Systems #1, #6, and , 7 will each dispose of ?00 gallons per day of sewage
from motel units by means of a 1,250 gallon concrete septic tank, a
concrete distribution box, and a leaching field providing 630 or +a00 square
feet of leaching area.
2. System 02 will dispose of 400 gallons per day (1' units) by means of a
1,250 gallon concrete septic tank, a concrete distribution box, and. a
400 square foot leaching field.