HomeMy WebLinkAbout43 Maushops Path Plot Plan_
'
� Ait. LEACHING DETAIL: L
NOT T0 SCALE BREAKOUT BARRIER'DE TANK DETAIL. 1,500 GALLON. TEST PT_: ATA.
:
, - , . ,: `52.5:. -
CAI
P
Q A : A i
Y 00 N T TO SC LE NOT r T SC
1 JUL 19,..2 0 0 O
_ AUGUST 20, 998 '
o 0 0 0 0 0 0 0
AST IRON
0 coo 0 0 0 0 0 0 0 0 0
5. INLET AND OUTLET TEES TO $E C ` o0 0
TEST PIT .�2-- .` VC 01 MT -I _ n o
40
TEST PIT _ NOTES. 1. SEPTIC TANK SHAL1 B STEEL o e 0 0 0 0 0 o a o 0 o a o n n o 0 0
GRD. EL. PLA NCR
8.5 GRD. £L 7.7' REINFORCED CONCRETE :CE
TEESSCHE�O BE�CENTERED UNDER MANHOLE COVER. ,
0
_ o
3.0 2. SEPTIC TANK ?0 WITHSTAND H 10 LOADING
4.0 . QBSERV. HOLE AT 4.15pm
PERC DONE AT toopm , ` ADJ GW. EL
GW. EL. P UNLESS UNDER PAVEMENT DRIVES OR
G
HIGH TIDE AT 3.15 m
0 G
H TI AT .12.3 m ILL
P _
2% MIN. FINISH GRADE'
HIGH DE Op „ TRAVELED WAYS, WHEREIN H 20 LOADING o
q> 4 a
A. APPLY- i
SMALL
N a
1' 1 8 EL - 7 0' ' _ PROP GRADE '9.1' 9 1, o
i
0
0
0
T
o t
oo_) 15" 7'
owl
0
1
- N AND CONCRETE
0
C AL PIPE CONNECTIONS o
3. L
0
o O O
o O O
O O o o O O O O O O ' O O
O
FILL
a
O
O
O 00 O O
0
1 o c a o
PF _ 0 0 o a
p : O O O O O O O
SAND N
WA RTi{'HT.
O U O
FINE CONSTRUCTION 0 SHALL P TE
Co STRL n
2 8:1 SLOPE
L -
10 6 8
_ . HATH +
/ N KNOCKOUTS '. ,
YF 4. FlLL ALL U USED
MANHOLE COVERS ' r._..
4 IA C.I. 60 MIN.) OLE
r o
2 2 o C � ,,..
+P A.
.,,...... ;' _ ,. _ ;.,. T NI H.: ADE 5
BROUGHT 0 Fl S GR
3 N A ':.
EXISTING G GR DE - tc _
_ PLAN VIEW LEACHING CHAMBERS'
TEE O NI UNDER OnIA 7
' AND 1 6 6 - 8:o t '�.
C MED S / MIN. s
+ M.M.OPENING _NG
,' O E+� . N
2 COVER 4,
- 4 3 _
1 x rt
-4 _- . .* ELEV. 7.8 LO do SEED DISTURBED D AREAS
_ L 3.0 a 1,...N. >. s .
_ EL 4.0 _ E ,�, ,
- -- f A, c 1.,.H 1.�. o 000 0
5 „
EL 2.7 _ o
R
t
SEWER B CK 4 0
d .. d a .,
- „ „
64 ., r , i, .I „
1 A a r
2 c
0
a
o .. ,.PAT . , MAXIMIUM, 1 R,.hLd ,
` r _ s c c ED LL 3.. L� n
A _. _ MORTAR r Qo
EL 2.3 10 0 o0
6 12 0
0
6 0 0 0
_ 'N RMA WATER LEVEL o 0 00 0
NORMAL o 0 0 c 0 0
` o 0 0 0 0 3 LAYER
o :o 00 0 0
0 0
_ N M- - ..
EL _ 2.0 d 3
-_ 7
_ - . . � _ 6 MADE PEASTONE
78
Z HIGH ,
O O
10
20
O
1
P MEMBRANE BARRIER REA OVE
M VC EilB E
20 L/'' �( n
TANK � I 75 � DENSITY
- PRECAST SEPTIC ANK
. ,<o n � c
$ 0d INLET Ttc 4 9 2 MIN. IMPERVIOUS BREAKOUT BARRIER 11 6 Q POLYETHYLENE O Q UNSUITABLE
8 C ?
Z MATERIAL FOR
FF INFILTRATOR - O TER
E EC.
o / \\� O .
<. V N Y ry
SAND _o d - 5 ALL AROUND
MEDIUM 5 _ _ 5 4 E UALI ER 24 G
g _4 s , . _ , ' DEPTH Q Z
9 ^ 4 0 M.N. oa ergo or+ d- O
r tg 0
O
LI
2.5YR6 Z- _ z AH. HM
/ U D DEPTH
LEC NG C A BER O
_ox+>< P>
5 a _ ..
IV -
126 f 15
,- _- fl i 34.5 34... /
, < WASHED ST IL
11 2.0 - b .. .. - "T
INDICATES
= OBSERVED e.
_ ..' . ApA . BOTTOM CAI LEVEL' STABIL BASE q•�.e
12 12 0 aw 3 17.0'
GROU,.O MATER ,
PLAN VIEW
r
u ati
�C ��2� n c n �a
f d c_cc n{ r
, d �' , P,,,S., ..�CT!O,. 0. CH..,.,..cR
, DATE. 5 M,N, 3/4 .TO.` c nni c C � _
DATE.: CROSS S�CTl..., VhY: ,
. 00 '1 1/2 STONE
t3/2o/98 711s/2o
.. INDICATES
,, S -
� cr R , TEST BY.
TE_ -Y. ESTIMATED NI RAD
�'� � FINISHED GRADE
_INC.
A ONAL
HIGH THE BSG GROUP, 1 CDEMAREST & McCLELLAN- SEASONAL
N WATER '.
GROUND TE p 'y' BOX DET.::. 2 WALLS
DISTRIBUTION STRI B U TI O,I REMOVABLE
_WITNESSED BY. /� p
_
WITNESSED BY. .. DESIGN CRITERIA.
COVER
VON BRUCE MURPHY,i _
NOT I SCALE , . .. 3D`1 2
_ V.. 4. h
I .a r 2
V V
I F
DESIGN OW.
<, A
T ES L
RATE: LT
q PERC.
PERC. RATE:
1NOtCATES T. c
r r T }
N
N OF ULES
z
0. 0
` 15 1
2
..PRC. MIN NCH
E � .
0 0
/ 3 M AT it P ` 33G.P.D.c 1N INCH /1 BEDROOMS G. ,B. D G.
M ., T _ _
T
TE
S NOTES
f5 ,
� i n _ A tT
'PRECAST D S .
EVALUATOR
,.
501,. EVA�U � �'
0 T
_
SOIL
•DIST. OF U7 DS.
T PIPE OF _ X
FIRST TWO 0 BO
_ RS FEE
LOADING
- 3.
N H 1 A NG
WITHSTAND 0 LO D
f 7 OX TO S D
.- DIST. 1.
Y. � B.
C
FIELD,
.PLS
P M
AN E
T. McLELL __ e CJTIET„ ..
X'' BE iAfu LEVEL. :-
55 ,
N PAVEMENT, RIVES OR 80 TO
UNLESS UNDER YEMEN D
T
<_
TRAVELED' WAYS WHEREIN H 20 LOADING . ' ,
..SgtL CLASS.....CONNECTIONSANDCONGRETE ¢ ".
'SOIL CLASS. 4 -.ALL PIPE 7r° e o e a ro a o a a s
- INDICATES a ,
,� nw"� . 3�, �°•��3�� w L_ 7 1 2 REQUIRED .SEPTIC .TANK:- -
1
SHALL APPLY. 'CONSTRUCTION SHALL BE WATERTIGHT. 4� 'I�^ � 2 / (�
UNSUITABLE . - .... _. - ,..' ^ BOTTOM ON LEVEL _
T
i.. ti
'. A Fl `A 1t,J,,.�ED KNOCKOUTS vrs;t mor, -AR. 330 X 2007 - '660 GAL.
MATERIAL 2 f RG.,.,E fhf.ET TEE 0^ -BAER£ L.,Fl:E �. Lt ALL STABLE BASE 6 MIN. 3/4 TO
T A.R.
L T R H
L.T. A.R. SLOPE OF PIP£EXCEEDS 0.08 FT./F O _ 1 1/2 CRUS ED
cRoss-s .cnaN PLAN VIEW t- i PROVIDED:_ 1500 GAL.
0.74 G.P.D./SQ.FT. tr; P :gip s rTEra• sTGr,E BASE
SEPTIC TANK
0.74, G. .. ED „
N i PLEACHING f I IREQUIRED:
GROUNDWATER ADJUSTMENT. BASED ON MOTTLING ';
SIZE O, FA„I�..Y, .,
+
.. <2
ST PIT WAS LOCATED (N AN AREA
h SINCE- TE ;, '. 4Q W1DE PRIVATE) BENCHMARK DESIGN FERC. RATE. MIN./ INCH
SHOPS PATH
c
TAG BOLT LONG TERM APPL RATE 0.74 P F
..UNDER TIDAL INFLUENCE.'
EOG£ OF PAVEMENT - ____ - _--- -- __ --_ - i0.02'iJv'JD G. .D/S. .
• . - - is `
DATUM....
v , .
VERTICAL
DATUM_ N.G. .D.
a
Y
N r
n
.50
1 1 --:
_ _: 1 03
- BENCH MARK SET: RM 24, HYDRANT ELEVATION, ELEV. 9.74 56539�� E --
SIZE Cr LEACHING FACILITY Pi2i3VIf7ED.
ELEV 10.02' N.G.V.D. \
'
BENCH MARK SET. TAG" BOLT ON HYDRANT,_
m 10� '� 330 GPD r 0.74 SF/GPD 446 S,F
- .. R
i
F
• � GAS LINE TO BE RELOCATED.
PROFILE:, NOT TO SCALE - LOCATION TO BE DECIDED ���. -USE HIGH DENSITY PIJI_-YETHYLENE
UPON BETWEEN THE GAS >- � .9 - ---- . __ . � o.
S 9.1 r ' - LEACHING: CHAMBERS 7xO,5'x55'
EL= A FIRST PIPE LENGTH COMPANY AND THE OWNER. -
TOP FOUNDATION a: SIDEWALL = 0.5 C7`+55`) X Z = 62
CONCRETE COVERS TO WITHIN TO BE SET LEVEL
FOR MIN. 2' BOTTOM = 7' X 55' = 385
Et.. 9.7 $ OF FINISHED GRADE. r I I i
FLASH cR1Dv I 31.0' 447S.F.
b EL=9J' 3D.9
Mttu. EXISTING GAL I
2 _
4 PVC, PEP. ,
AN T BE MOVED `
-. TANK O ___= �
4 4 P _ GP
.,,_ - 47 SF x 0,7 SF/GPD D 3311 a D
9
LEACHING
CHAMBER -C
STH 4n
01
N IN R T INSPECT OVERDIG
/ o
TP#2 l _
s OF'SYSTEM : ORE
/ -
E
BOTTOM 0 SYSTE BEE t�
I
Im
• .. C SEPTIC'SYSTEM COMPONENTS ARE ,_ ': _ ,
3 OUTLET � , N
_ �, ,�F 1 i .� , LOCUS INFORMATION
,.<
DIST. ro. . INSTALL N
DI_ .BOX 4P T C,J
_ 16.7 w
,1500 GALLON
i
:.'SEPTIC
R NDWATE2
ADJusTED c oU
I
( I CURRENT OWNER:.-' EMIUO BOLLEA
6 STONE BASE
• J ( I
Q
TITLE P,EFERENCE. DEED BOOK 5483, PAG 128
^ 8:00
i \_ 1
1 HOUSE 43 PROPOSED \
D ( i PLAN REFERENCE: PLAN BOOK 155 PAGE 51
ELEVATIONS.
INVERT TOP OF FND=10.6' 24 X 24 � ' j � -' ,
! -(
2 CAR ASSESSORS "AP: 1?
�. GARAGE``"` -awl / /
: 20MiL PVC LIlvER C � � ii / PARCEL: 107
ATI ON 10.6 A . ¢ \
TOP OF FOUND SEE DETAIL � • � ID
\ INTERNAL PLUM8INO TO J RESIDENTIAL ZONE- R-25
" IN 8.52 B INTERNAL PLUMBING TO 1 _ i Tp'1
4 INVERT AT BUILDING „ L
, EMODIFIEDBE RAISED TO BE 25 / #
AT P11C TANK IN 8.25 G
ti •- / % SETBACKS: FRONT 30'
4 INVERT SE ( } � � FROhd TOP OF FOUNDATION / / � SiDE : 15
! REAR 20
I, T SEPTIC 'TANK OUT 8.00 D: la ..... .��_i...�- 16.9 /
4 iNVER . AT ( ) 1 /
- I ; ,.
4 -INVERT AT DIST. BOX (IN) 7.77 E
I � MINIMUM LOT SIZE: 25,OOOS.F,
- 7.60 F E 10 / /
, 4 INVERT AT DIST. BOX (OUT) !
r_ --� MI / /. / p ° GROUNDWATER
9 / OVERLAY DISTRICT: NOT A ZONE it
INVERTS AT LEACHING FACILITY: ; \ 10
D
4" INVERT AT BEGINNING 3 t BO /
s.
OF LEACHING CHAMBER 7.5 G o
1,500 EXISTING TANK
ELEVATION AT BOTTOM GAL TO BE REMOVED
LOCUS PLAN: NO SCALE
N
F. LEACHING CHAMBER 7.0 H
O LE C TANK & CESSPOOLS FiLLED
,
ADJUSTED GROUNDWATER 3.0' J 8 /ff,�
n > ~T
z: 7 ---- - ZS
J
-71 l
VARIANCES REQUESTED:` -
v 6
4r
-1 -
C 1 TO ALLOW LEACHII'G'SYSTEM 10 BE 8.5 OFi SIDE. -.- _- --- '.pOST AND RAIL FENCE
TITLE V. SECTION , 15.211. ( )
_ PRO. ERTY LINES !h LIEU 0, 10.
a -
_ SYS
TO BE 9 OFF 0 W
IO ALLOW THE LEACHING � , � N65390 �
x 103.50 ,� �
EXIST .G c�L. AR WA ,r� LIEU e, 20'.
P
A T
m
--ION 15.212: - 10 ALLOW 4 SEPtRA uQN ` TO GROUNDWATER Q N
TITLE V. ,SEC 0 a WETLANDS FLAGGED BY NORMAN W. HAYES, PWS
,N LIEU OF 5, PLAN VIE�I
OF THE BSC' GROUP, INC. ON JUNE ;14, 2000 \
a o . �' �.- LEWIS
� w a _ POND
M OF'SLOPE ,TO BE 1.5 FROM THE 1+. SCALE: 1 - 10; FEET RELOCATED SERMCES TO BE APPROVED o ,
TITLE V. SECTION 15.255, TO ALLOW THE TOE 0 SL I�
BY THE APPROPRIATE AGENCY L y
P TY INE IN LIEU OF 5 0
PRO ER L $ o SEA GULL
,,� L RI7
, D 5 10 20 F1. Ab
r Ir 6
RcVI�i01dS. '
NO DATE DESCRIPTION '
N A
GE ER L NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF:SEWAGE
0THE
DISPOSALFACILITY' ONLY.
U L
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS. -
0
0
0
T
o t
oo_) 15" 7'
owl
0
1
- N AND CONCRETE
0
C AL PIPE CONNECTIONS o
3. L
0
o O O
o O O
O O o o O O O O O O ' O O
O
FILL
a
O
O
O 00 O O
0
1 o c a o
PF _ 0 0 o a
p : O O O O O O O
SAND N
WA RTi{'HT.
O U O
FINE CONSTRUCTION 0 SHALL P TE
Co STRL n
2 8:1 SLOPE
L -
10 6 8
_ . HATH +
/ N KNOCKOUTS '. ,
YF 4. FlLL ALL U USED
MANHOLE COVERS ' r._..
4 IA C.I. 60 MIN.) OLE
r o
2 2 o C � ,,..
+P A.
.,,...... ;' _ ,. _ ;.,. T NI H.: ADE 5
BROUGHT 0 Fl S GR
3 N A ':.
EXISTING G GR DE - tc _
_ PLAN VIEW LEACHING CHAMBERS'
TEE O NI UNDER OnIA 7
' AND 1 6 6 - 8:o t '�.
C MED S / MIN. s
+ M.M.OPENING _NG
,' O E+� . N
2 COVER 4,
- 4 3 _
1 x rt
-4 _- . .* ELEV. 7.8 LO do SEED DISTURBED D AREAS
_ L 3.0 a 1,...N. >. s .
_ EL 4.0 _ E ,�, ,
- -- f A, c 1.,.H 1.�. o 000 0
5 „
EL 2.7 _ o
R
t
SEWER B CK 4 0
d .. d a .,
- „ „
64 ., r , i, .I „
1 A a r
2 c
0
a
o .. ,.PAT . , MAXIMIUM, 1 R,.hLd ,
` r _ s c c ED LL 3.. L� n
A _. _ MORTAR r Qo
EL 2.3 10 0 o0
6 12 0
0
6 0 0 0
_ 'N RMA WATER LEVEL o 0 00 0
NORMAL o 0 0 c 0 0
` o 0 0 0 0 3 LAYER
o :o 00 0 0
0 0
_ N M- - ..
EL _ 2.0 d 3
-_ 7
_ - . . � _ 6 MADE PEASTONE
78
Z HIGH ,
O O
10
20
O
1
P MEMBRANE BARRIER REA OVE
M VC EilB E
20 L/'' �( n
TANK � I 75 � DENSITY
- PRECAST SEPTIC ANK
. ,<o n � c
$ 0d INLET Ttc 4 9 2 MIN. IMPERVIOUS BREAKOUT BARRIER 11 6 Q POLYETHYLENE O Q UNSUITABLE
8 C ?
Z MATERIAL FOR
FF INFILTRATOR - O TER
E EC.
o / \\� O .
<. V N Y ry
SAND _o d - 5 ALL AROUND
MEDIUM 5 _ _ 5 4 E UALI ER 24 G
g _4 s , . _ , ' DEPTH Q Z
9 ^ 4 0 M.N. oa ergo or+ d- O
r tg 0
O
LI
2.5YR6 Z- _ z AH. HM
/ U D DEPTH
LEC NG C A BER O
_ox+>< P>
5 a _ ..
IV -
126 f 15
,- _- fl i 34.5 34... /
, < WASHED ST IL
11 2.0 - b .. .. - "T
INDICATES
= OBSERVED e.
_ ..' . ApA . BOTTOM CAI LEVEL' STABIL BASE q•�.e
12 12 0 aw 3 17.0'
GROU,.O MATER ,
PLAN VIEW
r
u ati
�C ��2� n c n �a
f d c_cc n{ r
, d �' , P,,,S., ..�CT!O,. 0. CH..,.,..cR
, DATE. 5 M,N, 3/4 .TO.` c nni c C � _
DATE.: CROSS S�CTl..., VhY: ,
. 00 '1 1/2 STONE
t3/2o/98 711s/2o
.. INDICATES
,, S -
� cr R , TEST BY.
TE_ -Y. ESTIMATED NI RAD
�'� � FINISHED GRADE
_INC.
A ONAL
HIGH THE BSG GROUP, 1 CDEMAREST & McCLELLAN- SEASONAL
N WATER '.
GROUND TE p 'y' BOX DET.::. 2 WALLS
DISTRIBUTION STRI B U TI O,I REMOVABLE
_WITNESSED BY. /� p
_
WITNESSED BY. .. DESIGN CRITERIA.
COVER
VON BRUCE MURPHY,i _
NOT I SCALE , . .. 3D`1 2
_ V.. 4. h
I .a r 2
V V
I F
DESIGN OW.
<, A
T ES L
RATE: LT
q PERC.
PERC. RATE:
1NOtCATES T. c
r r T }
N
N OF ULES
z
0. 0
` 15 1
2
..PRC. MIN NCH
E � .
0 0
/ 3 M AT it P ` 33G.P.D.c 1N INCH /1 BEDROOMS G. ,B. D G.
M ., T _ _
T
TE
S NOTES
f5 ,
� i n _ A tT
'PRECAST D S .
EVALUATOR
,.
501,. EVA�U � �'
0 T
_
SOIL
•DIST. OF U7 DS.
T PIPE OF _ X
FIRST TWO 0 BO
_ RS FEE
LOADING
- 3.
N H 1 A NG
WITHSTAND 0 LO D
f 7 OX TO S D
.- DIST. 1.
Y. � B.
C
FIELD,
.PLS
P M
AN E
T. McLELL __ e CJTIET„ ..
X'' BE iAfu LEVEL. :-
55 ,
N PAVEMENT, RIVES OR 80 TO
UNLESS UNDER YEMEN D
T
<_
TRAVELED' WAYS WHEREIN H 20 LOADING . ' ,
..SgtL CLASS.....CONNECTIONSANDCONGRETE ¢ ".
'SOIL CLASS. 4 -.ALL PIPE 7r° e o e a ro a o a a s
- INDICATES a ,
,� nw"� . 3�, �°•��3�� w L_ 7 1 2 REQUIRED .SEPTIC .TANK:- -
1
SHALL APPLY. 'CONSTRUCTION SHALL BE WATERTIGHT. 4� 'I�^ � 2 / (�
UNSUITABLE . - .... _. - ,..' ^ BOTTOM ON LEVEL _
T
i.. ti
'. A Fl `A 1t,J,,.�ED KNOCKOUTS vrs;t mor, -AR. 330 X 2007 - '660 GAL.
MATERIAL 2 f RG.,.,E fhf.ET TEE 0^ -BAER£ L.,Fl:E �. Lt ALL STABLE BASE 6 MIN. 3/4 TO
T A.R.
L T R H
L.T. A.R. SLOPE OF PIP£EXCEEDS 0.08 FT./F O _ 1 1/2 CRUS ED
cRoss-s .cnaN PLAN VIEW t- i PROVIDED:_ 1500 GAL.
0.74 G.P.D./SQ.FT. tr; P :gip s rTEra• sTGr,E BASE
SEPTIC TANK
0.74, G. .. ED „
N i PLEACHING f I IREQUIRED:
GROUNDWATER ADJUSTMENT. BASED ON MOTTLING ';
SIZE O, FA„I�..Y, .,
+
.. <2
ST PIT WAS LOCATED (N AN AREA
h SINCE- TE ;, '. 4Q W1DE PRIVATE) BENCHMARK DESIGN FERC. RATE. MIN./ INCH
SHOPS PATH
c
TAG BOLT LONG TERM APPL RATE 0.74 P F
..UNDER TIDAL INFLUENCE.'
EOG£ OF PAVEMENT - ____ - _--- -- __ --_ - i0.02'iJv'JD G. .D/S. .
• . - - is `
DATUM....
v , .
VERTICAL
DATUM_ N.G. .D.
a
Y
N r
n
.50
1 1 --:
_ _: 1 03
- BENCH MARK SET: RM 24, HYDRANT ELEVATION, ELEV. 9.74 56539�� E --
SIZE Cr LEACHING FACILITY Pi2i3VIf7ED.
ELEV 10.02' N.G.V.D. \
'
BENCH MARK SET. TAG" BOLT ON HYDRANT,_
m 10� '� 330 GPD r 0.74 SF/GPD 446 S,F
- .. R
i
F
• � GAS LINE TO BE RELOCATED.
PROFILE:, NOT TO SCALE - LOCATION TO BE DECIDED ���. -USE HIGH DENSITY PIJI_-YETHYLENE
UPON BETWEEN THE GAS >- � .9 - ---- . __ . � o.
S 9.1 r ' - LEACHING: CHAMBERS 7xO,5'x55'
EL= A FIRST PIPE LENGTH COMPANY AND THE OWNER. -
TOP FOUNDATION a: SIDEWALL = 0.5 C7`+55`) X Z = 62
CONCRETE COVERS TO WITHIN TO BE SET LEVEL
FOR MIN. 2' BOTTOM = 7' X 55' = 385
Et.. 9.7 $ OF FINISHED GRADE. r I I i
FLASH cR1Dv I 31.0' 447S.F.
b EL=9J' 3D.9
Mttu. EXISTING GAL I
2 _
4 PVC, PEP. ,
AN T BE MOVED `
-. TANK O ___= �
4 4 P _ GP
.,,_ - 47 SF x 0,7 SF/GPD D 3311 a D
9
LEACHING
CHAMBER -C
STH 4n
01
N IN R T INSPECT OVERDIG
/ o
TP#2 l _
s OF'SYSTEM : ORE
/ -
E
BOTTOM 0 SYSTE BEE t�
I
Im
• .. C SEPTIC'SYSTEM COMPONENTS ARE ,_ ': _ ,
3 OUTLET � , N
_ �, ,�F 1 i .� , LOCUS INFORMATION
,.<
DIST. ro. . INSTALL N
DI_ .BOX 4P T C,J
_ 16.7 w
,1500 GALLON
i
:.'SEPTIC
R NDWATE2
ADJusTED c oU
I
( I CURRENT OWNER:.-' EMIUO BOLLEA
6 STONE BASE
• J ( I
Q
TITLE P,EFERENCE. DEED BOOK 5483, PAG 128
^ 8:00
i \_ 1
1 HOUSE 43 PROPOSED \
D ( i PLAN REFERENCE: PLAN BOOK 155 PAGE 51
ELEVATIONS.
INVERT TOP OF FND=10.6' 24 X 24 � ' j � -' ,
! -(
2 CAR ASSESSORS "AP: 1?
�. GARAGE``"` -awl / /
: 20MiL PVC LIlvER C � � ii / PARCEL: 107
ATI ON 10.6 A . ¢ \
TOP OF FOUND SEE DETAIL � • � ID
\ INTERNAL PLUM8INO TO J RESIDENTIAL ZONE- R-25
" IN 8.52 B INTERNAL PLUMBING TO 1 _ i Tp'1
4 INVERT AT BUILDING „ L
, EMODIFIEDBE RAISED TO BE 25 / #
AT P11C TANK IN 8.25 G
ti •- / % SETBACKS: FRONT 30'
4 INVERT SE ( } � � FROhd TOP OF FOUNDATION / / � SiDE : 15
! REAR 20
I, T SEPTIC 'TANK OUT 8.00 D: la ..... .��_i...�- 16.9 /
4 iNVER . AT ( ) 1 /
- I ; ,.
4 -INVERT AT DIST. BOX (IN) 7.77 E
I � MINIMUM LOT SIZE: 25,OOOS.F,
- 7.60 F E 10 / /
, 4 INVERT AT DIST. BOX (OUT) !
r_ --� MI / /. / p ° GROUNDWATER
9 / OVERLAY DISTRICT: NOT A ZONE it
INVERTS AT LEACHING FACILITY: ; \ 10
D
4" INVERT AT BEGINNING 3 t BO /
s.
OF LEACHING CHAMBER 7.5 G o
1,500 EXISTING TANK
ELEVATION AT BOTTOM GAL TO BE REMOVED
LOCUS PLAN: NO SCALE
N
F. LEACHING CHAMBER 7.0 H
O LE C TANK & CESSPOOLS FiLLED
,
ADJUSTED GROUNDWATER 3.0' J 8 /ff,�
n > ~T
z: 7 ---- - ZS
J
-71 l
VARIANCES REQUESTED:` -
v 6
4r
-1 -
C 1 TO ALLOW LEACHII'G'SYSTEM 10 BE 8.5 OFi SIDE. -.- _- --- '.pOST AND RAIL FENCE
TITLE V. SECTION , 15.211. ( )
_ PRO. ERTY LINES !h LIEU 0, 10.
a -
_ SYS
TO BE 9 OFF 0 W
IO ALLOW THE LEACHING � , � N65390 �
x 103.50 ,� �
EXIST .G c�L. AR WA ,r� LIEU e, 20'.
P
A T
m
--ION 15.212: - 10 ALLOW 4 SEPtRA uQN ` TO GROUNDWATER Q N
TITLE V. ,SEC 0 a WETLANDS FLAGGED BY NORMAN W. HAYES, PWS
,N LIEU OF 5, PLAN VIE�I
OF THE BSC' GROUP, INC. ON JUNE ;14, 2000 \
a o . �' �.- LEWIS
� w a _ POND
M OF'SLOPE ,TO BE 1.5 FROM THE 1+. SCALE: 1 - 10; FEET RELOCATED SERMCES TO BE APPROVED o ,
TITLE V. SECTION 15.255, TO ALLOW THE TOE 0 SL I�
BY THE APPROPRIATE AGENCY L y
P TY INE IN LIEU OF 5 0
PRO ER L $ o SEA GULL
,,� L RI7
, D 5 10 20 F1. Ab
r Ir 6
RcVI�i01dS. '
NO DATE DESCRIPTION '
N A
GE ER L NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF:SEWAGE
0THE
DISPOSALFACILITY' ONLY.
U L
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS. -
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT '
OR TRAVELED WAY SHALL BE :SCHEDULE
4D OR EQUAL
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
FROPOSED LEACHING FACiL)n NOR
ANY KNOWN WELLS PROPOSED "THIN
15W OF ANY KNOWN LEACHING FACILITY,
5, WITHIN LIMIT OF EXCAVATION REMOVE
ALL TCPSO'.ISUBSOIL AND OTHER
IMPERVIOUS MATERIAL
6. REPLACE 'WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING 10 THE FOLLOWING
SIEVE ANALYSIS:
107. MAX BY WT. SHALL
PASS No. 50 SIEVE
CIO % OF No. 4 SIEVE SHALL
PASS No. 100 -
<5 % OF No. 4 STEVE SHALL
PASS No. 200
ukifORMirY COEFFICIENT 0 No. 4
SIEVE t/-6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROX.I!ATE.
THE CONTRACTOR SHALL BE RESPON-
-. P" ATI, AN.
FOR Y LOCATING �1
SIDLE 0 PROPE L C
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
'AND ' THE'APPUCA13LE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTiLITY SYSTEM iN SERVICE.
OIG -SAFE SHAD. BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409 -
AT TEL 1-8DO-322-4844.:THE
ENGINEER DOES NOT G ARANTEE
THEIR. ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL.VERIFY SIZE,
LOCATION AN t.JV'' T. Ti'
LCA, v D _RTS OF V J tS
AND STRUCTURES AS REQUIRED PRIOR
TG THE ST"RT (X CG"; i;,,, naI,
8. THIS SYSTEM IS NOT DE;,IGNED FOR
`THE USE OF GRINDER.
�Ay..GARBAGE
�f
A GARBAGE „IIWDiI\ YJ NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE .„P._Ts m rir LEACH!"G
_ FACILITY,'
. .4
Yr
f V
Thi* ESC Group, Inc. _
657 ROUTE '28, (UNIT 6) Ty
WEST YARMOUTH, MA 02673
(508) 778-8919
PROJECT TITLE: `
CERTIFIED PLOT
r
PLAN &
SEWAGrE DISPOSAL
SYS T EM DESIGN
4'3
Mt""USHOIFIS i -ATH.
W� YARMOUTH
PREPARED FOR:
Mr. EMIUO, BOLLEA
40 WELLESLEY'CIRCLE
HYANNIS, MA 02601.-2473
DATE: 'JULY 24,' 2000
COMP,/DESIGN:- K. MEALY
CHECK: ' D. CRISPIN
DRAWN: K. HEALY
FIELD: D. G... / D. B.
FILE NO. 8183P-AD.DWG
DWG N0: 5227-02,
SHEET I OF 1
JOB ;NO. 4-8183.00