HomeMy WebLinkAbout0062 LONG BEACH ROAD - Health (4) r I
62 Long Beach Road i
Centerville / Shields NMI
yOFTNETO� TOWN OF BARNSTABLE
OFFICE OF
BssMAM BOARD OF HEALTH
s�0 639
k. 367 MAIN STREET
HYANNIS, MASS. 02601
May 6, 1988
Mr. Robert Shields, Jr.
62 Long Beach Road
Centerville, Ma 02632
Dear Mr. Shields:
The Board of Health voted unanimously to approve the existing onsite sewage
disposal system for the proposed garage and family room addition located
at 62 Long Beach Road, Centerville, with the following conditions:
1. The "garage" and "family room" shall not be occupied, rented, or leased
as a separate unit.
2. The "family room" cannot be.partitioned from the adjoining existing
"kitchen/dining" area.
3. The "family room" and "garage" cannot be supplied with plumbing-.
4. The dwelling cannot have more than three (3) bedrooms and one (1) family
room. Sewing rooms, lofts, dens, enclosed porches, finished cellars, and
similar type rooms are considered bedrooms, according to the Department
of Environmental Quality Engineering.
5. The onsite sewage disposal system must be pumped yearly and written
certification from a licensed pumper submitted to the Board of Health:
The existing onsite sewage disposal system .was approved because it meets
Title 5 of the State Environmental Code.
V trul your �--
Grover C. M. Farrish, M.D.
Chairman
BOARD OF HEALTH
TOWN OF BARNSTABLE -
GF/bs
copy: Arlene Wilson
I_
� 0lea\`eamstab\��
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A.M.Wilson �6 Associates `
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Inc.
April 15 , 1988 ,; Q¢�
Barnstable Board of Health �.
Town Hall Pe
Main Street
Hyannis, MA 02601
Re: Lot 62 Long Beach Road
(Our file# 2.0101 .0)
Dear Board Members:
Our office represents Robert Shields Jr . , owner of and resident
at the above captioned site. Mr . Shields has obtained permission
from the Conservation Commission and DEQE to construct an
addition to the house existing at the site. The addition would
house a garage on the lower level and a family area on the upper
level . The family area is open to the existing living space of
the dwelling and, therefore, could not be readily used for
bedroom purposes.
The septic system for the existing hous
e was permitted in 1979 .
An as-built plan was done by Craig Short P.E. It shows two flow
diffusers with several feet of stone set in the front yard.
Leaching provided, as calculated by the design engineer was 366
gpd; sufficient for a three bedroom dwelling .
At the time of request of a building permit for construction of
the addition, Mr. Shields ' agent was informed that the existing
septic system would have to be enlarged by the addition of
preferably two but at least one more galley. When an inquiry, was
made as to the basis of the request, he was told it was policy to
require one galley per bedroom.
In reviewing the Board' s regulations, we have not been able to
find such a regulation. Because no bedrooms are being
requested, the existing system appears adequate for the proposed
use in terms of flow. The system was designed to have 4 ' between
its bottom and then observed ground water of 1 .31 . In fact,
based on the as-built plan, it is only 0 . 02 ' short of providing
5 ' above M.H.W. for the site. The existing system is also +100 '
from the present shoreline. Thus the system appears to conform
to current standards.
V.25_ /ysa
911 Main Street
Osterville/MA 02655
4281450
o _
r•
Were one additional galley to be added several problems would
occur . First, leaching would be increased to just over 500 gpd
This capacity is more than sufficient for an additional bedroom.
Because Long Beach is environmentally sensitive and, due to its
exposure, hazardous, it is not advisable to encourage higher
levels of use. Yet when you require additional economic
investment with very limited basis, you do exactly that.
Certainly at resale, a house with a system capable of handling
four bedrooms is worth more than one with three and is therefore
apt to be marketed and used that way. Secondly, due to the
configuration of the system and the wall retaining soil around
it, and additional galley and its stone would be not more than
15 ' from the vertical face of a field stone wall . This situation
would be environmentally inadvisable.
We appreciate your making time available on your April 26 , 1988
agenda to discuss this matter . p,,��� �� 17
Yours,
A. M. WILSON ASSOCIATES, INC. lea0'1� abNo D
�ga
Arlene Wilson, President
P
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PHIIBROOK ENGIPEERINC
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156 MIN STREET Project: R. Shields Garage
TECINICAL SPECIFICATIONS: Foundation & Deck i
YAf>1'�tl1H PORT MA 02615 Project No: P87-29 1
1-d17-362-957f Date: September 1 37 1. Rooi Decking - 112' APA Rated Sheathing, EXP i, Minima PII J
is Z4/OU. Nails 8d - 6' on edges, 12' intermediate. Face
GE]OW NOTES: P87_29 grain is pperpendicular to rafters. Continuous panel joints
parallel to roof rafters arz not permited.
2. Sideualls - 112' APA Rated Sheathin9, EXP 1 Minimum PII 24/0.
1. Certification is for addition loundatior: F structufc only. Nails 8d - 6' on edge, 10" intermediate. Lace Grain is perp-
2. Use Group R-4 '( Class of Construction 4B.
„ endicuiar to studs. �
�. Construction Class 4B requires 5/8 Sheetrock for fire protection
of all residential constriction from entire Wage s cr. �• Roof Rafters - 2' x 100^#2 or BTR S-P-f pspaced 16" o.c.
V 1
9 4. Collar Ties - ? x 6 #c or BTR S-P-f spaced 16 o.c.
4. IA►1 State Bu!Idinq i;ode L:oe goads taken arr� r/ Min Fb(re ) I,000 PSI. i
Roof: t12/12> - 20 lb/sq ft 5. Bearing Sup ort Partitions - 2' x 4' or 6" #2 or BTR S-P-f spaced
(10112) - 20 lb/s ft p
q as shorn. Min Fc(i1) =) 375 PSI. Apply gypsum sheathing to both
Mind: (FE?lA/FIA 71 - 26 ib/sQ ft sides of all interior support walls to basement.
Residential Areas: All - 40 lb/sg ft 6. Main Girt - b•:z 10 #1 or BTR Dou -Fir. Min Fb(11) =) 1 350 PSI.
Deck - 60 lb/sg ft ?. Columns - 4'x4' #1 or BTR Her-Fir. Min Fc(!1) _> 850 PSI.
CFAERAL S?ECIFICAT1f1fVS: r NOT'=: Provide solid lateral restraint at the 1st floor deck in R
undation • R �, �--
both directions as shorn on 'BLDG CUT sheets. u'S. Provide joist bridging or, all floor spans as shorn. r--
I. Foundation design IAW the Federal Insurance Administration (FEMA) Per- 0, All dimensional lumber will have a maximum MC <= 191. Face
formance Rejuirement A; specifically Criterion 4.1, A.: & A.?. The splits may not exceed the members actual width.
foundation in con unction with applicable retaining Performance 30, Framing Anchors GANI= it<iIt Mfg. as noted. Fasten IAY Mtgs. en- —
uirements is suifable of providin the follow in Building Space V
q � gg � closed instructions and construction details.
Classification: Dpace above BFE: WI withnu hear, intervention It. Re-bar - Grade 60 ASTM A615, clear, and free from heavy rust. 7(
Space below BFE: W4 (Garage) - Minimum bar lap distance: 24' for #4 & #5. ^
pproviding an overall BvildinG Classification of: FP? 12. Concrett Footings and Pads - Minimum f'c 2,500 PSI.
�. Based4upon architectural drawings by Northside�Design dated 3 AUG 87 Maximum aggregate size - 1/2'
and the exis.inq foundation elevations the fol.rwinq elevations are - Columns and Floors - Minima f'c 3,000 PSI.
stated: - Ma_xisam aggregate size - 318" 1 —'
a. Elevation to lowest floor (Garage) from M.S.I. = 6.5 ft Steel Bar coverages as shorn per ACI.
b. Elevation to floodproofing (Bottom Girt) from M.S.L. = 14.5 ft Type 1A 5-7X air entrained cement.
BFE taken to be 10.0 ft above M.S.L. based on FIRM 250001 0020B - a t
`. Slump Range 2-5'. 111
UOCT 93) Flood Zone A10/VIO effective ; APR 78. - Strip coluwn inrms no sooner than 36 hours.
3. Based on surrounding topography (lack cif a 3FE "dry side') a contin-
uity of occupancy is not recommended.
- Strip wall forts no sooner than 24 hours.
- formed in l place footers are allowed. Prior eto
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4. Intentional tlonding of garage space accomplished by Leans of ir1-fill Tooter lacemtnt wet soil with rater. See below.
breakout anels between reinforced concrete piers. Hydrostatic uplift
1ft, .� +,� g 13. Fill (Backfill) - o consist of clean, compactable material ex- ' w
led n1 h intentional f�o•d;n , W
g9 tendinginto in-situ subsoil. an excavation of tales �
No CC_191
1 is provided for E�trene i ac'. LugO
m� base t be mechanically cop+a•:tcd with roller or plate �
6. Flood velocities and tidal surge 5 ft/sec. Cr
7. No design for electrical or mechanical systems is provided other than 14. withFoun
design assures soli is a coar,e grave:-sand to mare a
tte-e gar,e.�;l uid�'i,�es: with some cobbles in a medium state. Should poor in-situ mmter-
a. All uti�ities must be located at BFE + 1.(� ft. ial be encountered a more detailed analysis is required.
b. All basement caust be are to be GFI protected and used with Design Allowable Bearing 2, )b/sq ct
either Type LF or NMC Rosex wire. L- -� ��� /Ca= -•>t= �1 N
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