HomeMy WebLinkAbout4240WINDOI~I *oHEbUl'c
G��r-fEbuG�
Lltvttt H�fcrrT ` !K
r f'�*Eih'�o�
LN
pw0-
tleHwPha1"Uar--f2
`UYENiN&
67UaNVT1'
C.oMr1ENT"
,A
f:9%,C DEL. NUNF_ ''
6/G
F — —rO mv.E,..;�r
p
9P.M�3' x G
17
I�
AY OWNr--
1q
p
RPfR kWH1-t& - AV
gUTE'.
Z•_05/S" x �r-Qe/g"
�j
'.
:.
fc.,gm ('"PI 1P -HT . .G I%l - -.
I a pm
2' U'/L' K gj'-O'✓'1"
I- V11 X 71- 01, j2.0.
_
Foo Y.D. -'.Fr f".A.'l P". — I
GW f025-1;
UTB
„
- ..
r:
W1,10 .;14UH6
1 %
N
444. nwt+!rly - A °?l
I
vH,FH
pjl?!I.p- 4Txr.'P- h;M
vELuX
N/A
3'-75/s" x
fG
�crca, tiP,r: N4H6
v%
2,^fin K 4,'- I"
I
CLH
M
hNR SA*rMENT1v7jL4TY WiHge'W 2'513
N/A
V-PVs %
>y
CN Tom;
Mow r/4 NUN6
4��
I' !0„ x hr•y"
t
11NTIriLI02 poprz
rt NUFAcc,_UfiE.t2
G��r-fEbuG�
Lltvttt H�fcrrT ` !K
r f'�*Eih'�o�
LN
GoM^ �i`
I�
Tt+:RMAT p11F - FIr�Frz ruofil� pn6v
DDvlc # Pc4ro (3° x ros)
35 °/a° X i1%2".a•
—
-------- -
e
(r
F — —rO mv.E,..;�r
p
9P.M�3' x G
17
I�
AY OWNr--
1q
bT a IrA \
rEFI• eNf-f G,V R
Ioo l3°x ro°
'.
!
21
Pl2oMhKK <i6RI Ess 2x1-44 b�!�E 1x�v12
I- V11 X 71- 01, j2.0.
Foo Y.D. -'.Fr f".A.'l P". — I
22
„
- ..
F•,, 9p
I
vH,FH
pjl?!I.p- 4Txr.'P- h;M
_
CLH
}MPow - 2 Lroap fit%
t9
—Lr
q
rzH
►I ti = a'° i
ALL, INTPPOL sn t• TD tPve
POT PFrJARv ANQti,
�XT��-tori baot� ���Er�uG�
��tr1PF"L
MPNUFh',,T�i��+i
UNITOF.
I�
Tt+:RMAT p11F - FIr�Frz ruofil� pn6v
DDvlc # Pc4ro (3° x ros)
35 °/a° X i1%2".a•
—
-------- -
e
(r
F — —rO mv.E,..;�r
p
9P.M�3' x G
17
I�
AY OWNr--
1q
bT a IrA \
rEFI• eNf-f G,V R
Ioo l3°x ro°
3Pj?.'9'' x SL%2H f'•4-
!
21
Pl2oMhKK <i6RI Ess 2x1-44 b�!�E 1x�v12
I- V11 X 71- 01, j2.0.
Foo Y.D. -'.Fr f".A.'l P". — I
22
„
11
i
Nd!'.T FaFnE$ txV- 'RnHsoM—,
—
, b TRI I i L y '—+ —�--•- � V �+ W
1.'
a.
777-77 17
I( ------
I I
} . r
i I I -b t i. .. I v .. 1
-k..
_.
�
H
T
HALL } ,.:
I
l
o
MaHve. ir4o4z;
- CL�LATTIce- —VTV, — •-'------/ ..
A �dUTH (�i�NTi �i;EVAT, N
------
- s_
I
U
14 1, Tr -IM ---- --- -- %; \ u
i
c-•1 PtY L�
:
Ell� I
i
a ;�• L
a.
y
_
—
I�
H
I
t. to WAjeK-,fA * w/ 45'
� w
L I
-- - ---- �Lr , I \-� i — - I DATE
L-A a ,� ... j{ gyp{ -1L' -
! _ .. I.... I�' �
i j'3 _\-
-' {y@pjij! _ .
;/� i I' it a i 1 -.II If i 3 >. i �. S � tl..@ � fi fi\\ S Iil{� i.�l� �� E �Y`� f (� .. ._..,..•. .. _. __—.—.._ .. +f'l _
[ BB r 3 � _ ..v< !,. 1 1 i:5 a• s d .,..,,.a�n �-.— ]EYP
T
• vTlf�'.NIb, rut ro,,r ° t Fit- 1`hn"('h" ,
E,dd.4.U`ji:(',, FIF To' rwo �'TTOH 1 Kri t2r4 i
11 marv"T
L-jvjN& awl /F=AmIL,! "am
J
17 Ii T1- rl--Tr—Tl
11 1
A L; b a TC7 rl; ;WL,
oxer wkHQ6,c-( w--q8G,
eSe6TIUR -THIrZOUGH WNT
Ah
MTL" VFle VPC�
2-2v10 W/ V2", fLyi4p PRAM
;;, ' CA� 1H
WEST �L-eVATIO,*,4
Im il , I I -a It
Tiff Al
1-4*TFaLv-i?,� w -f5'
W-VFL eA.J6, TPf
CLAN PT ,
f,:[J�VATWN
1/to , 11— 211
AAAPPROVED5>'4-
YARMOUTH COMMITTEE
OKHRD
u
O
DATE
u
0
CLAN PT ,
f,:[J�VATWN
1/to , 11— 211
AAAPPROVED5>'4-
YARMOUTH COMMITTEE
OKHRD
u
O
DATE
/ 14
I
"t'�
f3u, O,] >�- — — ---- - — - -�
�a ��' =
LAo E -71f --- _
_-
I�GNPe, 1�_��•
AO -
37
v� CI
� 3. �"I •../e2.c>_'c�'''/oma 4�Co�-max
//7 v. = 7/, 93
Cellar Floor
E/ev. = �o> •OJ.OJ
Profile of Sewage Disposal System
Top of Foundation
NOT To SCALE
1 / Cover to be instal/ed within; �Glj
�l 12"of finish grade a �r5r�hf•k��,iq p P-6 X)
nv = 7/, 73
Inv 4
2) Ga//on
Septic Tank
Soil ObserVGI i on L o os
Date of Tei- ir,c:
Performed by ti -
,,Witnesse. Cy.
' OTH mrr
OTH 1 -DTH Imo! DTH
L&Elev =
i,
iUy
o- /o "io/
4, ,
c6
vl-�
SfaN�
G (
e� ✓Y -1L
DTH _
:E✓Pi1�7/ Z7� r 11 Z"La7e2ar-n5v�w 1�"-I�"o/1 f?nikw
S= �O Q/St
ov= 71.
BOX .� �}tJ
c1 �
DST-� o'�oU�SFu_tr1�s�`/Jn�l
r C r l%r 6 J1r / �0 9, 00
TA 1 u's
PXI L,, 7/. 2U
" C11,
tx'L LJr,_w �_; /' E_. r)b$ 7/.OD
z/
%pIf
ays
kid
3
L � viz
Notes
/. No changes con be made in the field without the approval of the
Board of Health and the Design Engineer.
2. The Design Engineer sho/l do the As - Builts and inspections.
3 All unsuitable materia/ to be removed from beneath the septic
s�-k ;i� • system and for s feet o// around , and be rep/aced with
clean sono with a perc. rate of 2 min. per inch or less .
4 All construction will conform to Mass. Title 7 and the, suPe -
lementry Regulations of the Board of Health .
All washed stone to be double washed and all so/id pipe to be
FVC Schedule 40 , PVC SDR - 43, or the equivolent.
Bottom Bottom , �!
�ttom�• Bottoms � _ Bottom_
Gro d Water El. //t Water E/. IV14 Water El.— Water El.— Water EL—
Ferco/ation Ratte-5_"'ft16 Roti�- 2 � Rote= Rate- Pare=
Pe. -formed by: ✓ / l�55 >-� —
wi
G2�
lo . /L• 9s�`
Zoning C/ossifeotion
Min LotArea L'I 2,22Front Setbock 3�
Side Setback Rear Setbock -
Date that tests were performed"'—
Test Pats and Perr. Tests performed by "-
The Board of Health Agent was
The backhoe operator was
Also present at tests - - -
f
ype Of Bullding-
Oes/97 F/Ow o G.P'D
Septic Tank , �-Fo of design flow, : 'U x �tffg= o6D gol/onsr,+ .
Use ! �02gol. septic
Percolation Rote equals _ L minutes per inch o. ✓y
e U70%— �esFon- low, %L .
2,
' ,-N -7 lino.. ll, .,r✓/ ,� —. ;i: 4+/.0 �Li�"'S,', i�'. .0 _!/!G/-�z!-'/'!'f11.
PROPOSED Jfkk AAPROV
SEWAGE DISPOSAL PLAN YA, A%jjr{{ Coj
CKHRD
/N THE TOWN
OF Y,4 F /A n LJ i H , MASSACHUSETTS r
r
Date Scale
Prepared for z3, r, _� ��5'�>> jf�1 . /,U/�/ �/ Ic �7
Located at
Prepared by: �5.5zxV'ry1/✓c. Design
/ !_` z 9Check i
�fI"yldM Zi i, ..'j./.",n✓ 7:.,,,/w ti s� �� I;>