HomeMy WebLinkAboutEngineered Plan - 1999(-4 SLOPE � !
MIN. SLOPE _ >
� ) ( 3 4 TO 1 1 2 DOUBLE WAS'�IED STONE SCALE _1 = 1000
BOX 2
FOUNDATION i SEPTIC TANK -D � LEACHING FACILITY
EXISTING $
2 6
2 3
� "-ASSESSORS MAP 125, .PARCEL 18
5
SEPTIC PROFILE
61'
1 � FLOODZONE: C, YARMOUTH PANEL ' # 4 '
NOT TO SCALE
/ /B
'EMO VEE ANY CON TAM NA i _ D SO/L LY /HN
7.8,
5 OF LEACH FACILITY AIV? REPLACE WITH
CLE ED/UM S
AN M AND.
9,-7 70
EQU/RED 66 .t TO 114 f DEEP
..,..RENO
cV
,T M LAYER -:AND C2 LAYER
w f---
49.4 TO DO �, O 8 ;
'
53
49.4
G/NEER, TO /NSPECT REQ,
LLi
5
_
SLAB
�Y OPR UID - UPPLEMENTARY .SUPPORT
Q
56.5 �- / � / /N
FOR DR I%E A, Y ANO BU L D G
F NAT/ N R/N �' N TR T/ON.
OU D O DU G O S UC
C�
r
O � _
O S <
O .r
� 56. DESIGN: - A DISPOSER E f T ALLOWED)
OPTIC DES G (cARt3 cEI Ds osE s o
NUMBER OF BEDROOMS: 3
G
_6 9
DESIGN FLOW: 3BR x 110 G D
/
BR. _ 3
30 G D
48. USE A 330 G P REQUIRED D£SI3N FLOW
�
5
�F SEPTIC TANK: p
330 G D 2= 660 G D
ACCESS CQVEE WITHIN 6" TO FIN. GRADE
..
` s r �� �i n. rw� i s .���r• � ��� a irMi
(-4 SLOPE � !
MIN. SLOPE _ >
� ) ( 3 4 TO 1 1 2 DOUBLE WAS'�IED STONE SCALE _1 = 1000
BOX 2
FOUNDATION i SEPTIC TANK -D � LEACHING FACILITY
EXISTING $
2 6
2 3
� "-ASSESSORS MAP 125, .PARCEL 18
5
SEPTIC PROFILE
61'
1 � FLOODZONE: C, YARMOUTH PANEL ' # 4 '
NOT TO SCALE
/ /B
'EMO VEE ANY CON TAM NA i _ D SO/L LY /HN
7.8,
5 OF LEACH FACILITY AIV? REPLACE WITH
CLE ED/UM S
AN M AND.
9,-7 70
EQU/RED 66 .t TO 114 f DEEP
..,..RENO
cV
,T M LAYER -:AND C2 LAYER
w f---
49.4 TO DO �, O 8 ;
'
53
49.4
G/NEER, TO /NSPECT REQ,
LLi
5
_
SLAB
�Y OPR UID - UPPLEMENTARY .SUPPORT
Q
56.5 �- / � / /N
FOR DR I%E A, Y ANO BU L D G
F NAT/ N R/N �' N TR T/ON.
OU D O DU G O S UC
C�
r
O � _
O S <
O .r
� 56. DESIGN: - A DISPOSER E f T ALLOWED)
OPTIC DES G (cARt3 cEI Ds osE s o
NUMBER OF BEDROOMS: 3
G
_6 9
DESIGN FLOW: 3BR x 110 G D
/
BR. _ 3
30 G D
48. USE A 330 G P REQUIRED D£SI3N FLOW
�
5
�F SEPTIC TANK: p
330 G D 2= 660 G D
ACCESS CQVEE WITHIN 6" TO FIN. GRADE
ACCESS COVER (WATERTIGHT)
2" DOUBLE WASHED PEASTONE
LA AT 6.5 Et.�a t '
WITHIN 6' TO FIN, GRADE
AYER
TYPE
SOIL Y E
COLO R
'
MINIMUM .75' OF, COVER OVER PRECAST
L.CA
2% SLOPE REQUIRED OVER SYSTEM
E1.52.4t
..
0-•18
51.2
_
PIPE LEVEL
UNS
TT -24'
50.7
A
LOAMY SAND
10 YR 4/4
UNS
TOP OF TANK EL 4 s '
48.7
B
/-RUN
FOR FIRST 2'
10 YRS
6
UNS
48 -66'
47.2_
Cl
M F SAND
2.5 Y 6/6
EXISTING 1,000
66 -114
43.2
I TEE
SILT LOAM
R-2:5 Y 6 4
CT -7.5 YR 5 8
UNS
MOT
114 -168
VERIFY
G3
GALLON SEPTIC
2.5 Y 6
VERIFY
EL. 54
VERIFY
EL,53. 9t L.49.7
' H--10
EL.49.50
TANK (H- 10
GAS
`�00000 '4 v
EL.49.0
;
BAFFLEo
LOW LINE
W2:
6" ORUSHED STONE OR ME HANICAI
COMPACTION., (15.221[2�)
1' ®SIDES
10DEPTH
0 SIDES
OF FLOW 4'
2, ENDS
1 ® BE EN
0 ENDS
0 BETWEEN ,
EL.47.67
REQUIRED TEESIZES:;
INLET DEPTH = 10" MIN. -BELOW FLOW LINE
-H-20
OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE
14"
14»
(SLOPE VARIES)
oEL,46.50
(-4 SLOPE � !
MIN. SLOPE _ >
� ) ( 3 4 TO 1 1 2 DOUBLE WAS'�IED STONE SCALE _1 = 1000
BOX 2
FOUNDATION i SEPTIC TANK -D � LEACHING FACILITY
EXISTING $
2 6
2 3
� "-ASSESSORS MAP 125, .PARCEL 18
5
SEPTIC PROFILE
61'
1 � FLOODZONE: C, YARMOUTH PANEL ' # 4 '
NOT TO SCALE
/ /B
'EMO VEE ANY CON TAM NA i _ D SO/L LY /HN
7.8,
5 OF LEACH FACILITY AIV? REPLACE WITH
CLE ED/UM S
AN M AND.
9,-7 70
EQU/RED 66 .t TO 114 f DEEP
..,..RENO
cV
,T M LAYER -:AND C2 LAYER
w f---
49.4 TO DO �, O 8 ;
'
53
49.4
G/NEER, TO /NSPECT REQ,
LLi
5
_
SLAB
�Y OPR UID - UPPLEMENTARY .SUPPORT
Q
56.5 �- / � / /N
FOR DR I%E A, Y ANO BU L D G
F NAT/ N R/N �' N TR T/ON.
OU D O DU G O S UC
C�
r
O � _
O S <
O .r
� 56. DESIGN: - A DISPOSER E f T ALLOWED)
OPTIC DES G (cARt3 cEI Ds osE s o
NUMBER OF BEDROOMS: 3
G
_6 9
DESIGN FLOW: 3BR x 110 G D
/
BR. _ 3
30 G D
48. USE A 330 G P REQUIRED D£SI3N FLOW
�
5
�F SEPTIC TANK: p
330 G D 2= 660 G D
SOIL CLASS: I (SANDS, LOAMY SANDS) ® Cl & C3
P#: AT TH1
PERC RATE: <-2 MPI ASSIGNED (5 MPI DESIGN)
® Cl & C3
SOIL CLASS: III (SILTY LOAMS) 0 C2 LAYER
MOTTLING OBSERVED IN C2 LAYER
REMOVAL REQUIRED
NO WATER OBSERVED
c5` USE EXISTING 1,000 GALLON SEI TIC TANK
,DATE: 9/1.5/99
sr L J UNS. UNSUITABLE SOIL
LEACHING. ENGINEER.. MICHAEL S. FARIA, SE
M, MEDIUM
. � � ,'ENGINEERING)
SIDE AREA: 2 x 4.83 +3$.08 +1-5.50 +4.83 +10.67 d-33.25 214.32 SF F. FINE
(DOWN CAPE _,
rr O G ( ) WITNESS: AMY VON HONE
•
J MOT. MOTTLING
C, BOTTOM AREA... 4.83 x 33,25')'+ 4.$3 x 15.50. 235.46 SF eOEXCAVATOR.-BORTOLOTTI CONSTRUCTION `
� EXISTING ' ( ( ) �, y CL CONCENTRATION.
48. FL_ �`
LEACH PIT R: REDOX DEPLETION
_
SIDES. 21 x},32 SF
'APPROXIMATE LOCATION
+BOTTOM. 235.46 SF
4 � _ SEE NOTE 6) ,
( )
TOTAL: 449.7$ SF TEST HALE LUG
P 4 K.
_ PROPOSED CAPACITY: 449.7$ SF x 0.i4 G D SF 2.8 G D 0
BENCHMARK NAIL .SET � / / /
INTI
U L. POLE ELEV. 51.65
SEPTIC SYSTEM DI'SIGN DA A
_
VARIANCE _.RE UES
ED:SITE PLAN
310 CMR 15.405 "CONTENTS NTS 0E LOCAL UP..GRDE
� ROV
AL
„
,
:SITE PLAN
I-
SCALE..1 -20 ' MINIMUM SETBACK DISTANCE FROM THE SOIL ABSOR
PN
off. 508-362-4541 SYSTEM AND COMPONENTS TO THEPROPERTY LINE
REDUCED FROM 10 TO 5 310 CMR 15;405 a OF LAND IN
fax 508-362-9880
down cape engineering,11C. YARMCUTIP®
RT
A
OF PREPARED FOR ROBERT NEIL L
��.of
qs
LOCATED AT 38 .MARY DAVID ROAD LENGINEERS
AfM K
ARN6 7
YARMDUTHPORT MA ':026 5
LAN V - a
COUWMA�` H.
D UIQ EYO�S $ cx�. � - ,
3 OJALA9-20-99,
rro. SCALE. 1. -20 DATE. ;
No. e
BOARD OF HEALTH Y
�� � REVISED: .^.._.�`.�.__
939 main St. Yarmouth, ma 02675
N 4 60 Feet
LA 20 0 20 0
MA-
PPROD DATE _9
DATE ARNE H�ALA, P.E, P.L.S.P.L
.S.99
�
,
TH1
DEPTH -
EEE . V.
AYER
TYPE
SOIL Y E
COLO R
NOTES
E
0
52.7
0-•18
51.2
FILL
UNS
TT -24'
50.7
A
LOAMY SAND
10 YR 4/4
UNS
24"-48"
48.7
B
LOAMY SAND
10 YRS
6
UNS
48 -66'
47.2_
Cl
M F SAND
2.5 Y 6/6
66 -114
43.2
C2
SILT LOAM
R-2:5 Y 6 4
CT -7.5 YR 5 8
UNS
MOT
114 -168
38.7
G3
F SAND 1
2.5 Y 6
6
SOIL CLASS: I (SANDS, LOAMY SANDS) ® Cl & C3
P#: AT TH1
PERC RATE: <-2 MPI ASSIGNED (5 MPI DESIGN)
® Cl & C3
SOIL CLASS: III (SILTY LOAMS) 0 C2 LAYER
MOTTLING OBSERVED IN C2 LAYER
REMOVAL REQUIRED
NO WATER OBSERVED
c5` USE EXISTING 1,000 GALLON SEI TIC TANK
,DATE: 9/1.5/99
sr L J UNS. UNSUITABLE SOIL
LEACHING. ENGINEER.. MICHAEL S. FARIA, SE
M, MEDIUM
. � � ,'ENGINEERING)
SIDE AREA: 2 x 4.83 +3$.08 +1-5.50 +4.83 +10.67 d-33.25 214.32 SF F. FINE
(DOWN CAPE _,
rr O G ( ) WITNESS: AMY VON HONE
•
J MOT. MOTTLING
C, BOTTOM AREA... 4.83 x 33,25')'+ 4.$3 x 15.50. 235.46 SF eOEXCAVATOR.-BORTOLOTTI CONSTRUCTION `
� EXISTING ' ( ( ) �, y CL CONCENTRATION.
48. FL_ �`
LEACH PIT R: REDOX DEPLETION
_
SIDES. 21 x},32 SF
'APPROXIMATE LOCATION
+BOTTOM. 235.46 SF
4 � _ SEE NOTE 6) ,
( )
TOTAL: 449.7$ SF TEST HALE LUG
P 4 K.
_ PROPOSED CAPACITY: 449.7$ SF x 0.i4 G D SF 2.8 G D 0
BENCHMARK NAIL .SET � / / /
INTI
U L. POLE ELEV. 51.65
SEPTIC SYSTEM DI'SIGN DA A
_
VARIANCE _.RE UES
ED:SITE PLAN
310 CMR 15.405 "CONTENTS NTS 0E LOCAL UP..GRDE
� ROV
AL
„
,
:SITE PLAN
I-
SCALE..1 -20 ' MINIMUM SETBACK DISTANCE FROM THE SOIL ABSOR
PN
off. 508-362-4541 SYSTEM AND COMPONENTS TO THEPROPERTY LINE
REDUCED FROM 10 TO 5 310 CMR 15;405 a OF LAND IN
fax 508-362-9880
down cape engineering,11C. YARMCUTIP®
RT
A
OF PREPARED FOR ROBERT NEIL L
��.of
qs
LOCATED AT 38 .MARY DAVID ROAD LENGINEERS
AfM K
ARN6 7
YARMDUTHPORT MA ':026 5
LAN V - a
COUWMA�` H.
D UIQ EYO�S $ cx�. � - ,
3 OJALA9-20-99,
rro. SCALE. 1. -20 DATE. ;
No. e
BOARD OF HEALTH Y
�� � REVISED: .^.._.�`.�.__
939 main St. Yarmouth, ma 02675
N 4 60 Feet
LA 20 0 20 0
MA-
PPROD DATE _9
DATE ARNE H�ALA, P.E, P.L.S.P.L
.S.99
�
,