HomeMy WebLinkAboutCorrespondence dated 5-7-1976 Newberry R M!!@aAIfIxTM
PUBLIC MOSS DEPART
POLLUTION ODWML DIVISION
TD Frank J. Smith - Pollution Control Superintendent
FBOM : Melvin Edwards, Jr. - Sanitary Inspector
DATE : O7 May, 1976
SUBJECT MILKIS'S NZWB13W RDAD SUB-DIVISION
I have reviewwd the plans for the subject which you gave me earlier this
week, and have found everything to be in accordance with State Department of
Health requirements.
Therperc rate for each lot 0" in 5 minutes) is well within limits and
dictates a field size of 125 square feet per bedroom, with a minim= allowable
field of 375 square feet
tfully submitted by :
Melvin Edwards, Jr.
Sanitary Inspector
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CONSULTING
ENGINEERS
and
SURVEYORS
March 24, 1976
Hayden L.Griswold,Sr.
P.E. &L.S.
Hayden L. Griswold,Jr.
P.E. & L.S. D
Walter S.Fuss Mr. Frank Smith
P.E.
Superintendent of Pollution Control
William D. O'Neill P.E.&L S. Town of South Windsor
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1540 Sullivan Avenue
Glenn J. Mlrtl
P.E.&L.S. South Windsor, Connecticut 06074 Q�
Leonard Jahnke Jr., M.S.
RE: Milkie Newberry Road
Thomas S.•J uros, P.E.
James C. Sommers, L.S.
Dear Mr. Smith:
William F. Klock
In accordance with our telephone conversation
yesterday, we are forwarding a plan showing
the following:
1 . Proposed site development for three lots.
2. Deep hole test information (taken in 1972).
3. Seepage test information (taken in 1972).
It is my understanding that no new tests will
be required at this time.
If you need additional information, please call.
Very try yours,
H den L. Griswold, Jr.
HLG,Jr/dm
Enclosure
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�s GRISWOLD & FUSS , INc .
J 210 Main Street Manchester, Connecticut 06040 Telephone(203) 646-2469
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SOIL INVESTIGATION
j FOR
SUBSURFACE SEWAGE DISPOSAL. SYSTEMS
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PROPOSED SUBDIVISION
NEWBERRY ROAD - SO. WINDSOR, C ONN.
PREPARED FOR ROGER NEWBERRY
OCTOBER 1972
GRISWOLD & FUSS, INC .
210 Main Street
Manchester, -Connecticut
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GENERAL INFORMATION
The proposed subdivision is on the southerly side of Newberr
Road, west of U. S. Route 5. The land is basically clear with
a gentle contour .
The contemplated development is single family homes .
SUBSURFACE INVESTIGATIONS AND RECOMMENDATIONS:
Seepage tests were made on this tract on September 9, 1972.
The details of the soil cross sections and the seepage rates may
be found on the chart attached.
Water to the tract will be furnished by the Metropolitan
District .
Properly installed, subsurface sewage disposal systems should
work adequately in this area.
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FIELD INVESTIGATIONS
LOT NO. .. CROSS SECTION SEEPAGE RATE
4 Q" - 12" Topsoil 5 min/inch
(36" deep)
12" 36" Fine subsoil
36" - 84" Fine and course sand
5 0" - 12" Topsoil 5 min/inch
(36" deep)
12" _ 12" Sandy subsoil
42" 41 Fine sand, some clay
Parcel A 0" - 12" Topsoil 5 min/inch
(36" deep)
12" - 36" Fine subsoil
36" - 84" C our.s e 8 and'.
Water @ 84"
Parcel A 0" - 12" Topsoil 5 min/inch
(36" deep)
12" - 36" Fine subsoil
36" - 84" Course sand
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s Parcel A 0" - 10" Topsoil 5 min/inch
(36" deep)
1 10" - 26" Fine subsoil
26" - 84" Fine and medium sand
Parcel A 0" - 12" Topsoil 5 min/inch
(36" deep)
12" - 36" Fine subsoil
3611 - 84" C our s e sand