HomeMy WebLinkAbout04-A160I �
, I
I �
I �
I �
I �
I �
I
I �
I
I
I
--------------------
L.— — — — — — — — — — — — — — — — — — — — — — — — — — — J — — — — — — — — — — — — — — — — — — — — —
I I I
I I I
• I I I
I I I
I I I
-;" ------------s------------------------------------------I
I
— — — — — — — — — — — — — — — — —
- - - - - - - - - - - - - - - - - - - - -- L - - - - - - - - - - - - - - - - - - 1
I I I I I I
I I I I I I
i I I I L1
------------------------------------I
L ------------------------------------------Ii
, I I
, I I
----------------------------------IT-----------I
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'1 ----------- J
tt)
A 5 0 0
L�PT �L��l>�ilof�
ds:76a(e: 1/4" = [ `-O"
� N
ONO�c'L
N N N a
QIL M
N"M N i
i i O C
p cU 0 0
C1 N s .- i C
R 3 V O Q 0
0 0 0 V N'3 0
9 mF roc.O,N
CO
ON���3LE
OC(6s N
� � i •_ N C1
L�ULM0�
0
v
DRAWING TYPE:
'11
� M
C)
USS,,
zx�
F
W
ti.'
N
�zE
N c.«Osm
O
a�'e
C
O
•� Q E C J Or N L
zo
�zF
qc'O
z
N
111
IL
0
O c O c E U 0 0
MQias:
�mQyEV
o
O
r
Ll
LL) 16 s p� U � 9 m
.N,
N C
c•'"d"' ONOC
Y
o1W
Ouci
0\�n�sL
O
M
co
x
\
Ji �fi O� C V N i C
c
c
d
V
:'
.ti
E9
4niy �9.� O13 QO
J
L
L
O
NCCN.a. L9
L
0
V
N
N
� N
ONO�c'L
N N N a
QIL M
N"M N i
i i O C
p cU 0 0
C1 N s .- i C
R 3 V O Q 0
0 0 0 V N'3 0
9 mF roc.O,N
CO
ON���3LE
OC(6s N
� � i •_ N C1
L�ULM0�
0
v
DRAWING TYPE:
C)
USS,,
zx�
F
W
C°
c9
o
�zE
O
a�'e
\
zo
�zF
qc'O
� N
ONO�c'L
N N N a
QIL M
N"M N i
i i O C
p cU 0 0
C1 N s .- i C
R 3 V O Q 0
0 0 0 V N'3 0
9 mF roc.O,N
CO
ON���3LE
OC(6s N
� � i •_ N C1
L�ULM0�
0
v
DRAWING TYPE:
Pron4- and Lefk t;(eva l ions
SHEET NUMBER:
A 1a7 0
•
\
N
r
0
o
O
r
r
0\�n�sL
�
n
\
c
IL
d
V
V
J
J
L
L
)L
L
0
V
N
N
V
V
L
d
d
N
%
tu
Pron4- and Lefk t;(eva l ions
SHEET NUMBER:
A 1a7 0
•
r`-----r--------T---r---------------------- I I I I
L— — — — — L-- — — — — — — — 1 — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
- - - - LJ L-1
ow
IIL__--_---____-----------------------------_----L__�
LJ
%� P,14HT-
F-E��AP� ELI!�.VAT 169N
;'o 1) dSVGAe: [ / 4 it = f '-011
;J
12 Ri3
lU 6J O RV y£a@UL Jxt
L L
n�d��a,0vi@O_O
LLLI � @�ta�mcYN,y�9�
�j N Nam t Liply.,: L
qt- a O
V N Nal L Y J Z'ZOY''U.-.1
R i L O of i 6t,}.s,�'iyr
y N p C L c N N
Z
f ^�
yKi
tN
•atgl
�
Ln
V
L
U a
A- A_
LL h
� � O
W <
O v
VI (L J
v
R
0
ry
N
_.•J
•�.7�
�
O-
N
_..
0).n
..N
�..
V
V
0
�
L
_
c
Ej
t
cL
Ii
v
11
1
...
�•
N
13
s
V'
6
C
c
S
v1
E
co
7
o•
T _V
c
a
V
� ➢l. lll�
x
O y
m
v
DRAWING TYPE:
r.ear and Elevakions
SHEET NUMBER:
:0&4� 1�7o r
R
0
N
�
N
V
V
0
�
J%
c
t
cL
Ii
v
11
L
IL
CO
Q
6
C
z
O
V
N
N
o
v
7
V
� ➢l. lll�
DRAWING TYPE:
r.ear and Elevakions
SHEET NUMBER:
:0&4� 1�7o r
` , I
#-0
i
®R? •
Per Unik P(an+-in9s
hymbal
Name
maize
aky.
r1 ,
Yew Gapikaka
4'-5' I'!' !:)
_ Ir
j3
F-hodendran
5 Gallon
2
li
yew Densi Form
°l o" M)0!:)
2
17
A�2-aleaTrRd14-ion
':'-41f!:)4P.:,
2
E
pine tj"ho
`� Gallon
n
�
Npt �J J'iya9R
N N -
u•
O¢t000Lu0i
SLS 4 ND FL806 0001 K P
10 5,t SQ. FT. LIVING SPACE
r-
0
�l
•
rlK5T FLOCK PLAN
1103 SQ. FT. LIVING SPACE
DRANING TYFE:
SHEET NUMBER:
f
L Y �
r1 ,
O
_ Ir
i
0) o
�ao�v6'vRoo
':1:'1
N
r
O
Pii,
n
�
Npt �J J'iya9R
N N -
u•
O¢t000Lu0i
� Q
6
'� o�
3 Qc
G
tzi NQ
O..
oN�
,L
m
IDoyyoQL0L
axe�.�._M.
0
J N
N
O
N
J 9 c
c E 9
11.1
-y
aLi
N O
X00
"nl
c >
u
p�jL N96�0 Vu.
-U
:z
O
�
T
`
o
M
DRANING TYFE:
SHEET NUMBER:
f
r1 ,
O
_ Ir
i
0) o
N
O
rn
r
O
Pii,
N N -
u•
� Q
6
C
G
O..
oN�
,L
s
V E
axe�.�._M.
0
J N
N
xc
o.. �r
llJ
c >
>
>
Dl9it
O
�
T
`
o
M
V
11
h
LU
Q
[L
J
DRANING TYFE:
SHEET NUMBER:
O �ADAr
O
_ Ir
1:4-
0) o
N
O
rn
r
12
Pii,
N N -
u•
� Q
6
C
G
O..
oN�
,L
s
V E
axe�.�._M.
0
J N
N
xc
o.. �r
llJ
c >
>
>
Dl9it
�
o
DRANING TYFE:
SHEET NUMBER:
O
V'
N
O
Q
r
�
u•
� Q
6
C
>L L
,L
z
0
J N
N
llJ
c >
>
>
Dl9it
DRANING TYFE:
SHEET NUMBER:
('er Oni+ F'lan4'in9s
symbol
Name
�iLe
G+y
Yew Gapikaka
-4'-5' 1�E1!D
1�7
P—hodendron
`�;, Gallon
2
li
yew rJensi Form
'l O" f!:,O�p
2
f>
f�zaleaJ-radf-hlon
O O
a U
E
Dine 1" N9ho
`o Gallon
�-N
O
O N
e-0
U r Y.
�s 4 ��.+
F 43 §
Ndmom p
_ m i
� N41 � +�O
6Y. O tJ6
5:.: L NN
F
90P
t Wi O
p 0 6 "v , c
m Q0,3
' �' ♦ Z S
r O_N U D CZ.O-%3
�M1�9
c= V
4
®
�ITA4, ! X
11 Ago
6
W liwM
7/ �rhl��n 111 v� rel ®�'1
Iwo
go
mss®
lO011 I
I I
I I
I I
I I
I I
I
O � I�I-rGHEN I
� DMMG t'om's
"x 1 i0ED�00Ff • 2
I 101-91XI1:7'-4"
1
rtn�Te� p�Er��oort I
w.ak-I!t
close+
4AP- 49
2 'J, -5"X 17, -ell.
I■
0 77
L.1vlNe4 P-oori
19'-10"X1'l,-1 Co.
NKST PLAN
1 7?)6 SQ. FT. LIVING SPACE
p>EO�OOF'l > 1
0
u
Ia
7
co
Ln
#
E
Ui-
S
_1
14
lam' }
L
o flL h
• o
U Q
o
O
O
W
C
Z
�0
N
O
ZOO•+
•>�
V)
t6
O O
a U
c
0
O
DRAWING TYPE:
SHEET NUMBER:
C
V'
�0
N
•>�
V)
t6
O O
a U
c
0
N
�-N
O
O N
i
n
L
O 3
N
a'
a
Q
K L K
Z
Zi
0
i
L
L v
L
V'
V•
E
Ui
s
a s
S
V)
c
n..
ib
x4
X R
o N
__..
n y
0
DRAWING TYPE:
SHEET NUMBER:
C
V'
�0
�0
c
0
N
O
O N
n
a'
a
Q
K L K
Z
Zi
L
L
c
L
L
L
L
L v
L
C)
N
L
N L
s
a s
ire
L
SOIL TEST _
DATE OF SOIL TEST APRIL 152004
SOIL TEST DONE BY SWEEISER E�GINEERI"JG
WITNESSED BY
03SERV TTI HOLE 1 ELEV.=_88.80 O".VAMT..1 HOLE 2 ELEV.=_8930
nronni AnnNI PATE < 2 MIN.ANCH IN C2 HORIZON PERCOLAT,ON RATE _<2_ MIN./'NCH AT INCHES
DEPTH HORIZ
TEXTURE
COLOR MOTT.
OTHER
0-17 A
LOAMY SAND
10YR5/3
LOAMY SAND
17-29 B
LOAMY SAND
10YR4/6
B
29-50 Cl
LOAMY SAND
10YR5/8
27-52
50-120 C2
FINE SAND
2.5Y6/4
I
CLPTH
HOR.Z
TEXTURE
COLOR MOTT.
OTHER
0-10
A
LOAMY SAND
10YR5/3
10-27
B
LOAMY SAND
10YR4/6
j
27-52
Cl
SANDY LOAM
2.5Y5/4
52-120
C2
FINE SAND
2.5Y6/6
i
TOP OF FOUNDATION
ELEV.
SLAB ELEV. 4 _6^•50
FT. MINIMUM
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. _ _87.50 _
ELEV. = 8725_
20 FT. MIN'MUM FROM CELLAR
FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
CGVERS
/4" SCHEDULE 40 PVC PIPE
(- MIN. PITCH 1/8" PER FT.
ELEV. _ 87.00 / 2EV%E o
- LEVEL
GA.S ELEV. a 85.47 6" SUMP ELEV.
BAFFLE DISTRIBUTION
ELEV. _
OOX V< �
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1/8" TO 1/2"
WASH_ STONE
67.55 MN.
NO
TTREQUIRED
e 10*101 ELEV. = 65.47
1 5 FEET 19 INCHES TO BE PLACED ON FIRPe EASE L6 1 H<CH VPACIrY INF7L7RATORS WrY STONE z_
6 FEET 24 INCH.:S ( ) TO BE WATER TESTED ,67
7 FEET 29 INCHES1 IF MORE THAN ONE OUTLET IN AN 11' X 46' X 10 " 7RENCN FOR4!ATION
NO WATER ENCOUNTERED AT t?6"_ ELEV. _ _�� iD NO WATER ENCOUNTERED AT __12n'- ELEV. _ �Z.c.3i g FEET 34 INCHES 1500 /'GAL/LO,
SEPTIC A�� � (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION � WELL NIA
4 .54 3/4" E 1 7/2" CLEAN YS (S S)
SYSTEM JTE� `JAJJ INDEX
/ DOUBLE WASHED STONE ADJUST
7 FREE OF FINES & SILT
SE!':AGi. DI 0 �L SYSTEM PP.O�ILE USGS PROBABLE WATER TABLE ELEV. =
\NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. =
l ` BOTTOM OF TEST HOLE ELEV. = ZB,BQ_
t _ 2.8 X13 DSIG3Y `iALCUit9T10N5
1 t
I NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL UNIT NO_
TOTAL ESTIMATED FLOW
10. ALL 1F,,.S'JITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND ( 110 GAL./BR./DAY X 4 SR.) _A=0_ GAL./DAY
-A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REQUIRED SEPTIC TANK CAPACITY -£_^.C_ GAL
�_-TREPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). ACTUAL SIZE OF SEPTIC TANK 1`00_ GAL.
( �11. A NEGATIVE GRADE OF 3/4" PER FOOT AWAY FROM THE FOUNDATION SOIL CLASSIFICATION
r MINIMUM F DESIGN PERCOLATION RATE <_
SHALL B� MAINTAINED FOR A M,NI6'JM 0 15'. .�_... MIN•/IN-
+ 12. A VARIANCE OF 7.2' IS REQUIRED FOR THE TOP OF FOUNDATION TO EFFLUENT LOADING RATE _014- GAL./DAY/S.F.
\ 1 1 N BE LESS THAN 2' ABOVE THE HIGH POINT IN ROAD. LEACHING AREA 626.33 SQ. FT.
(11X48)+(59X2X10/12)
LEACHING CAPACITY (AREA X RATE) ¢63.45 GAL./DAY
826.33 X 0.74
LG Tr 28• ,(90 4 RESERVE LEACHING CAPACITY 403.48 GAL./DAY
40,107 6 -i S_f
r y
rn
9D g^ GA, ANK � / Ppop pRpom t- r i ` NOTES:
{ 15rvt �'� 4 6K LING 1 � r I 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
- - - - - DW' . gg "ter- r , TITLE 5 AND THE TOVM'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
_. WITHIN 6" OF FINISHED GRADE
o. g 95'•g9 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
• / ) /-----"-- -. 1" - 10 FT. OF DRIVES -OP. PARKING AREAS. H-20 LOADING SHALL BE
USED 'UNDER OR THIN 10 FT. OF DRIVES OR PARKING AREAS.
UNI
S USED TO BRING COVERS TO GRADE SHALL
B '..R _D IN PLACE.
/ l
5. NO DE 7cV •,'ATION HAS BEEN MADE AS TO COMPLIANCE WITH
0.2 1 // C ^FD Cc ZONING REGULATIONS. OWNER, / APPLICANT IS TO
n / / / 95.9 �F A: r S_ -H DETERMINATION FROM APPROPRIATE AUTHORITY.
a,: ` `f
/ '' L'7�7 ES S• OV.N ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
e is T CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
lo
D `�X / l l - // 1 7- C_ 'ACTORMISPR
TO VERFYGRADESK ON '
501E AND ELEVATIONS AS WELL AS
� � , TEST 1 1 / 1 / ( ��r S_ E CONDiTONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
T _ IS 73 BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
\ `�..F•S,. m.o
/ l E. PARCEL IS IN FLOOD ZONE C__
cs IS SHOV,M CN ASSESSORS MAP _ 134 43.1
_ _ AS PARCEL
90.9
X90 �!� APPROVED: BOARD OF HEALTH
�� A T / / a�� e " '"
L
SCIL
DATE AGENT
a \ 893
'
PROPOSED SEPTIC DESIGI�
F�Op�R��a9//�,�q�
101.4
�Ci cS�n
j
[��g^��,'[[gg��1/'�� k�f �r�t
I 1.IAYEd1V`d�1.iRI RE2';1dE d TRUST
,.`/
i EGG. i7Q OU/�fq�rz�'3,
0
%vs
k�tm
I YA�9 tJ dH, It. 3s:1. �� r
i
j
-
4y
i
' 235 GREAT WESTERN ROAD CI ���'
I 508- P. 0, BOX 713
N
SOUTH DENNIS,DRNNIS, MASS.
; 3-5-3922266CO;
CAE 04
JULY 22, 20
-- 1 = 20
SCALE
1.
�
�..r®. y�ww•<'`}�•;n
013
i
LOC A T: 0 Pf A p
Ev"SED
I _ y gg�D i
R
�, [C' !i 1 0`7 1
4
��
• 4 3
;
92.,
\
e 9' =
, .
1 1,:0.4
`
LEGEND:
/
�96i�
9 9.
EXIST NG SPOT ELEVATION *0.0
`
= "
fX!STING CONTOUR ----00----
;
59.7
-
FINAL SPOT ELEVATION
00.0
FINAL CONTOUROG
SOIL TEST LOCATION
"
UTILITY POLE `zb
TOWN WATER -W "-.-
Y` NJ
CATCH BASIN o
GAS LINE G
_---e
CESSPOOL
CLEANOUT
'
PROPOSED SEPTIC DESIGI�
F�Op�R��a9//�,�q�
101.4
�Ci cS�n
j
[��g^��,'[[gg��1/'�� k�f �r�t
I 1.IAYEd1V`d�1.iRI RE2';1dE d TRUST
,.`/
i EGG. i7Q OU/�fq�rz�'3,
0
%vs
k�tm
I YA�9 tJ dH, It. 3s:1. �� r
j
-
4y
i
' 235 GREAT WESTERN ROAD CI ���'
I 508- P. 0, BOX 713
N
SOUTH DENNIS,DRNNIS, MASS.
; 3-5-3922266CO;
CAE 04
JULY 22, 20
-- 1 = 20
SCALE
1.
�
�..r®. y�ww•<'`}�•;n
`
LOC A T: 0 Pf A p
Ev"SED
I _ y gg�D i
R
�, [C' !i 1 0`7 1
�5S47-SASIO G 02004 SW;ETSER ENGINEERING