HomeMy WebLinkAbout0035 BUCKWOOD DRIVE - Health (2) 35 Buckwood Drive
_ Hyannis
A=272-101
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f% TOWN OF BARNSTABLE
LOCATION 05" 80 92&46/W D 6AIe,& SEWAGE # J
VILLAGE f�Tjl/j,s ASSESSOR'S MAP&LOT 161 .
INSTALLER'S NAME&PHONE NO. AVA-19429LIJ[SaN -:Z 7S 8 7:'6
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) A (size)
NO.OF_BEDROOMS
BUILDER OR OWNER off( It7�eirx
PERMTTDATE: 7 COMPLIANCE DATE: 6
Separation Distanc Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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�No. P j Fee 40 .00
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACH SETTS
2pplication for 3Die;po2;a1 *p5tem Con!Aruction Permit
Application is hereby made for a Permit to Construct( )or Repair( x)an On-site Sewage Disposal System at:
Location Address or Lot No. 35 BUckwood Dr 0 pgrtsgpeRV"Vnd Tel.No.
Assessor's Map/Parcel 7 7 5—5 9 31
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
W.E. Robinson Septic Sery
P.O. Box 1089
Type of Building:
Dwelling No.of Bedrooms 3 Garbage Grinder 16o )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Description of Soil sand
N f R orlttrationshAt�s(}vgr when appli ble install a d—box and
i�t�°eeac renc ,3 �� �� y
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board ealk.
Signed Date
Application Approved by Date 7 =2 QC
Application Disapproved for the following reasons
Permit No. 7(9 2 T � Date Issued
i ! �;l r / 40.00,
V C
M No. �. ,{.� Fee
�. THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS
k
ZfppYication for Mizpooal bpetem Cow6truction Permit
{
Application is hereby made for a Permit to Construct( )or Repair(x)an On-site Sewage Disposal System at:
Location Address or Lot No. O ' ' `°` "d Tel.No. 1
. 35 Buckwood Dr
t-,e �o*.ri-3
Assessor's Map/Parcel775-5931
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Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
W.E. Robinson Septic Sery f
P.O. Box 1089 j
Centerville 775-8776
Type of Building:
Dwelling No.of Bedrooms 3 Garbage Grinder to)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures J
t •,
Design Flow gallons per day. Calculated daily flow gallons. 1
Plan Date Number of sheets Revision Date
Title
Description of Soil sand
1
I
N R or eratio ( �r when applicable) install a d—box and
�fe ' eaCNi renCh(,kV�
Date last inspected:
f '
Agreement:
The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board gk44ealtk. /� c
Signed ..Date OCAS
Application Approved by Date 7
Application Disapproved for the following reasons
Permit No. 96 Date Issued
IICf THE COMMONWEALTH OF MASSACHUSETTS
cr
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
I S T CER ,th the On-site Sewage Disposal System installed( )or repaired/replaced(X )on
b W. ob�nson epr-ic Installer for deter Rizzo
y Buc taood DR � A-i�e
at n[X has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Pernfit No.9A, 3 d• dated 7
Date Inspector
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRkLE1)AS A GUARANTEE THAT THE SYS-
TEM WILL FUNCTION SATISFACTORY.
——— ——————————-——————————————— —
s
40.00
f No. '7G Fee
4 Rizzo THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS
Mio pozal 6potem Construction Permit
Permission is hereby granted to W.E. Robinson Septic Service
to construct( repair(x )a On-site•Sewage System located at No.# 35 Buckwood Dr
�_ 44 I r Street
and as described in the above Application for Disposal System Construction Permit. to .3 ytF 5 r 3-F— Xe.
No. Date
The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions.
t All construction must be completed within three years of the date below.
{ Date: � -2� F4 Approved by
Board of Health' 00,
CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL
WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED PLANS)
I� W.E. Robinson SR , , hereby certify that the application for disposal works
construction permit signed by me dated 7—2 2—9 6 , concerning the
property located at 35 Buckwood Dr Centerville meets all of the
following criteria:
• There are no wetlands within 300 feet of the proposed septic system
• There are no private wells within 150 feet of the proposed septic system
• The observed groundwater table is 14 feet or greater below the bottom of the leaching facility
• There is no increase in flow and/or change in use proposed
• There are no variances requested or needed.
SIGNED: DATE: Y f
LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER
[Attach a sketch plan of the proposed system. Also if the licensed installer posesses a certified plot plan,
this plan should be submitted].
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y Table 9.Wall Openings-Headers in Nan-Loadbei ring Walls(continued)
J t Nuinber of II
Nea7ler Span(ft) UPlitt(Iti)+ f 1' lateral gb-)'j,.
r - ar •), "' eight Studs e - ''
-'2x4(fl80.: 1 60:..> '.132
1-2x4(flatj;
..i.2 '.90 198
264
- y.> i-:2x4(oat): '
.. ....150 330
-:2x4'(flat).
6' .:-'1.=2x6(flat) 3
'7::, !'1=2x6(flat). 3 '.210" '462
y—
g;_l '1.-2x6(flat). 3 S26
2-2x6(flat). 3 .`.270 594
s 660
:2-.2x&(tlat) ., 4 300"
/ 5 V11! E.CF�.nP$HI�v LL5 .:112x6(flat) •4330 726
\ 1 S li .
. - Lw�4Vt�•t O�'. it;l)Al —____...._I 12 :2-2x64flat) 5
/wl+nl l 5k'W LE5 4""C.w• / I For non-loading beatlng wells and window sill plate@;2-2e4(oat)can be substlfuled v laq_ I
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' Ex6lstnol5 j_ EXTERIOR WALL SHEATHING
!p Etx-. ..... ._.._
xArfxL.na .. L. __._nw !.-uf"-i i -r\ 7/16"wood structural
- --- Bathed with a minimum of
® Exterior Wall Sheathing.Exterior walls shall be sheath
e
.. e 7 when studs ar
1
,Irm(.,..1 111>1..11.{Aq' rtal'> --'__-.._ (5 � tli -_
Sll/\ _ i ALL. LnL `i panel sheathing or 1!2"cellulosic fiberboard sheathing and attached per Table (page wood structural
__..—......_. '�.� FnpsH Ynch + ` lee so l.rl(oii vue.d
I� ' ds cad eater than 16 0 15/32 or greater
mum
uired
: w 3'x 1 t 41 LY:.-f110.,P�n 4E r � panel prospaosvided abler 0 shall be used.
dl l(peg�8 and 9).To meet ttleg egmrements For percentage full-heightne
l
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Ind by FFlf /Vbl-,{ ......._.......__._../ - m Otto plate to dt PP
o.c
sheathing
( L21 2.io'S./Cx`PLY.C11111--_ ided in T
sheathing,a full height wall segment shall not be Tess dtan 27-1/2'm an 8 wall,31"in a 9'wall,or 34"in a
10,wall(aspect ratio 5 3-1/2:1)Exterior sheathing shall be continuous from the bottom la e up
per
er
t - 9 top plate,with all panel edges over framing.
d ® Hold Downs.Hold downs with a capacity in accordance with Table 10 or I 1(page 18 or 19)are required w the
full-height segment at each end of a wall line.When full height segments meet at a comer,a single hold down
- - shall be permitted to be used to resist the overturning forces in both di,-dons when sized to resist the larger
load and the comer framing m the adjoining walls is fastened together to transfer the uplift load(See Figures
continuous load path must be maintained to the foundation.Where hold downs on a top
t loa and 18wi A old do
_ floor align with hold downs on a lower floor,the combined capacity of tile two hold downs most be resisted by
anchorage to the foundation.
® Exterior Wail Cladding.Exterior wall cladding shall be rated for a 110 mph Exposur@ B 3-second gust
- wind speed and be installed per the manufacturer's instructions.
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c- tt I •:,.„ ,cl-1 Is a� 1
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MPH EXPOSURE B WIND ZONE
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- Table 2.General Nailing Schedule }
F
._. R ot'.Framing[. i^
" Blocking to Raiff (Toe nalletl) - 2 gd 2 10d ache d
' Rlm Board to Ratte-(E 0 a led).: 2 t6tl 3 16d each end
`WBwFfaming� ..: j'r'_h / F.°kJl J. ,sF_?.,:n
Top
at Inters bhons(Face?nalled) '416d 516d tloints
216tl --'24 o.c.
Stud:to Stud(Fade'na 16d-, 16 o.c.along edges
- - - :Header,to:Header(Face-nanad)...i; ,t6tl
�loo'r'(?ram ng''" .-;sa- '��A'." aG,sue,>'-�,� ..�';i-•i� _ =:.:: : -
-� I j
j Joist to Sill,Top Plate or,Girder(Ice nailed)(Fig 14) -4 8d 4 10d per joist
I 'Blocking to Joist(Toe nailed) .'y ''2 ed 2 10d each end
bkih to Sill Plate(Toe-nailed) 3 16d 4-16d... each black
f' 1 :Blo 9 P
Larger Strip to Beamor Girder r(Facenal led
) :i3-j6d 4-16tl each joist
Juts, Ledger to Ban-(Toe-nailed) :3 ed 310d per joist
'BandJolst to Joist(Encl nailed)(Fig 14) :3 16d 4 16tl pe loist
{j 2 t 10 gxv f-F�"7 ; ,Band J st to Sill or Top Plate(Toe nailed)(Fig:141 r2 ad 3 16d p toot
S - i od�:Stieat In'¢"
1 I I II I I Wood Structural Panels tOd 6 edge!6 held
tters oriru ses spaced up to 16 oc Btl
J 2x10 pnF-FIERY 61-01J 1.61 -q_ -.,�: -- I _ 2xi2 Klr.ir;C m Sri
O� .- \ _ __ _ rafters or tm P tOd 4'edge/4'field
gable a.wall mks or rake truss /o garde overhang etl 10d 6'edge/6'field
l I j k k truss I structural Bel 10d 60 edge/6'field
Po1Zco ftnoulblookers ail m_eorm a esw s
_ 2r6 CLS.Jols15�6'�6 I1--L. \ ___ � � � � _gable endwell rake or rake truss w/lookout btocks Bd tOd 4 edgel4 field
i� '
- 2t'i Ltiy ,/. . i 'C Iling$heatHYtig
—._. Yv" St+GC1RCICK - a - 1" 4 L a :,,•„ :5d coolels3 7•edge/10 field
Wallboard{ tr.e�k Sl^
1 I i� 2a6'S t6"o•c, 2>,Z eha;g.
M41 l,L f + II Wood Structural Panels
oI F F CFG;,11 /
U i paced�to 24 o c 1 e
sluEs s
e gtl tOtl 6 edge/ 2 fi Id
vntl.In.i4Eri � 3 ed
<� i 1/2°end 25132 lberboard Panels T etlg
coo
I 4 1�F Oii 2r&P•'. Sd coolers v� e/10 field
3N•T+• Sun CIL:.W vi i ( i 1/2`Gypsum Wallboard ' f
.F 4hd 4c�st>
r
- i Wood Structuml:Panels '
K8'Po'''1 �.nfEkS :1"or less _ Bd tOd.: 6'edge/12°field
R.19 twsuL�jlpnl - ----- y../ RAF`ft:R 10 RfQGt Cit,fs.� ,)
;greater then 1. 10d 16d 6°edge I6°field
—.
(gnosion resistant 1 t gaga roofing sans end 1e gaga staples are permitted.check 18c for addmonal requirements.
2�IHK,COiJ G'rYY'(' 'FH Snkrti'6 Mn`7 15E pl)(OH"oVEi,'yuEFfH-i l -� -- f ralis are common wre sure Box and neuma4s a)iszl`q ivalent
Nails.Unless otherwise stated,slz¢s given for I sl P F1rru
- -- diameter and equal or greater length to the specified common nails may be subsfitutetl unless oticarwlse prohibited.
StC 1101 l L';.1
$1ZllCE DEVLIN WfGNS
CHATHAM, HA.
774-2011.1750 annOtt(Clit lelLe pAcEACt-IC N hES1+3t=11,:a-
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