HomeMy WebLinkAboutEngineered Plan - Rev. 1993SECTION - SEWAGE
TOP, I FON
' (MSL)
- SEPTIC TANK -
i►JLET TIEE = I-V "
Gv11.�.r'f 1.4
0
- "D" BOX - - LEACH
f�%r
112" OF 1fsTO V,"
WASHED STONE
? L".0 -La 0 1b �I I I M'l- Tbw1J CSC/►-1,w74clq Ek EV. ELEV. t2 U
W.�TILiZ sJPPt.�(, T+ie BQAQ,D OF 4eAO14 N mIZATe
LR4U1 L.lEa iZE1al.![.Ai]O►� LI'f�l'T� l� t�i� Mt,l Nf _.. ►
iJt1M8DR f F' ,�' Lt1.t I"I•'EL7 TD 2 QEDR�+�
"Tb. *2-11) +S� O A FT- 'P05-> -rC7� t'.f�,e►�1�J
iG0`OF 11+E
tl C3 iL c.Y clr .e, i l � LAWA 4..�Cg
L�4W N -AiZa& I�Ef� ►.Idt' �?(G I✓1�► ^c-'lj r? fi SQ . P7 .
R- rm&:." 1ro--.
TEST HOLE LOG
TEST BY
aSC,'�'t�"l WITNESS
TEST DATE
DESIGN
T.H. * 1 ?o•o I T.H. * Z
P ELEV. F LF
co
n,v•�a4v f�
1 y'''r* ` P T- t` w I t3.D
OF I." - 1V:"
WASHED STONE —
PERC RATE MIN/IN.
FLOW RATE (GAL.tDAY)
ei-cV. 607, 0J SEPTIC TANK 22i' ( 1 .02 _
_ { RECI'D SEPTIC TANK SIZE
4'
r�
G
_ __BEDROOM HOUSE
G r
LEACH FACILITY
l.ln SIDE WALL GID.
I
BOTTOM'��� 2 1► '� (I. o ? _ G/0,
TOTAL 'L .4� �h 61r
I
WATER ENCOUNTERED
NOTES: (UNLESS OTHERWISE NOTED)
1 DATUM (MSL) t TAKEN FROM _ N*J th QUADRANGLE MAP
2 MUNICIPAL WATER__ AVAILABLE
3 PIPE PITCH: W PER FOOT
4 DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO-H- 10-44,
H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO
4 FT. OR MORE OF COVER.
5 MIN. GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (1) FT.
6 THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE
GRINDERS
ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM THE
LEACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN
MEDIUM SAND
8 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS
STATE ENVIRONMENTAL CODE TITLE 5.
9. CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION
L 1-4m--,2Z--40g4"")
CONTOURS (EXISTING) -------------
(PROPOSED) --0--0-0-0— APPROV
USE: I LP " U I LEACHING P%7
1E_
._
` o���P�jN OF �ass9cy�s .
PANE EVANS NOT
,tto. 957
RF
i
tD OF HEA TH
MA
3,
r
1
M154.49' 12-E 120.90'
1+ ? ' \ I f-- A-"
nr
24' '
OUT -
IN -TIF-
OUT
IN- OUT -
G _
IN-
N -
! •
E
ELEV.
ELEV.
SEPTIC?
STANK
ELEV.
i
L�7•� j '4�!(1
�'
.%.�
ELEV.
�
EY
_ ..-
`\
'tlrl
>t Df f
? L".0 -La 0 1b �I I I M'l- Tbw1J CSC/►-1,w74clq Ek EV. ELEV. t2 U
W.�TILiZ sJPPt.�(, T+ie BQAQ,D OF 4eAO14 N mIZATe
LR4U1 L.lEa iZE1al.![.Ai]O►� LI'f�l'T� l� t�i� Mt,l Nf _.. ►
iJt1M8DR f F' ,�' Lt1.t I"I•'EL7 TD 2 QEDR�+�
"Tb. *2-11) +S� O A FT- 'P05-> -rC7� t'.f�,e►�1�J
iG0`OF 11+E
tl C3 iL c.Y clr .e, i l � LAWA 4..�Cg
L�4W N -AiZa& I�Ef� ►.Idt' �?(G I✓1�► ^c-'lj r? fi SQ . P7 .
R- rm&:." 1ro--.
TEST HOLE LOG
TEST BY
aSC,'�'t�"l WITNESS
TEST DATE
DESIGN
T.H. * 1 ?o•o I T.H. * Z
P ELEV. F LF
co
n,v•�a4v f�
1 y'''r* ` P T- t` w I t3.D
OF I." - 1V:"
WASHED STONE —
PERC RATE MIN/IN.
FLOW RATE (GAL.tDAY)
ei-cV. 607, 0J SEPTIC TANK 22i' ( 1 .02 _
_ { RECI'D SEPTIC TANK SIZE
4'
r�
G
_ __BEDROOM HOUSE
G r
LEACH FACILITY
l.ln SIDE WALL GID.
I
BOTTOM'��� 2 1► '� (I. o ? _ G/0,
TOTAL 'L .4� �h 61r
I
WATER ENCOUNTERED
NOTES: (UNLESS OTHERWISE NOTED)
1 DATUM (MSL) t TAKEN FROM _ N*J th QUADRANGLE MAP
2 MUNICIPAL WATER__ AVAILABLE
3 PIPE PITCH: W PER FOOT
4 DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO-H- 10-44,
H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO
4 FT. OR MORE OF COVER.
5 MIN. GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (1) FT.
6 THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE
GRINDERS
ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM THE
LEACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN
MEDIUM SAND
8 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS
STATE ENVIRONMENTAL CODE TITLE 5.
9. CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION
L 1-4m--,2Z--40g4"")
CONTOURS (EXISTING) -------------
(PROPOSED) --0--0-0-0— APPROV
USE: I LP " U I LEACHING P%7
1E_
._
` o���P�jN OF �ass9cy�s .
PANE EVANS NOT
,tto. 957
RF
i
tD OF HEA TH
MA
3,
r
1
M154.49' 12-E 120.90'
1+ ? ' \ I f-- A-"
nr
r
•4 2"E 100.00'
Fe
1. A 1 I
'7
co
/V IVVI .
ry
-74x o "
E THIS SITE PLAN WAS NOT PREPA D FROM AN
INSTRUMENT SURVEY UNDER CIRCUMSTANCES
ARE DISTANCES. BEARINGS, FEATURES SHOWN
TO BE USED TO ESTABLISH PROPERTY LINES
East Cape Engineering
CIVIL ENGINEER Io (�
LAND SURVEYOR Q LS V
#44 Route 28, Orleans. Mas N o V 1 0 1993 f-
HEALTH DEPT. I�iG o/-17-4
- ��
A
?t'F'' tip {-`lJ��t')L ).�.Ilv?1�te•.�
SITE PLAN
LOCUS
REF ----- -
PREPARED FOR:.
SCALE
DATE
•
. . . .--, - Q -h . w /J I
24' '
EY
Cjp�tA1N,1
`\
'tlrl
>t Df f
r `
t
I -L '-7.1 0 '
�
a
r
•4 2"E 100.00'
Fe
1. A 1 I
'7
co
/V IVVI .
ry
-74x o "
E THIS SITE PLAN WAS NOT PREPA D FROM AN
INSTRUMENT SURVEY UNDER CIRCUMSTANCES
ARE DISTANCES. BEARINGS, FEATURES SHOWN
TO BE USED TO ESTABLISH PROPERTY LINES
East Cape Engineering
CIVIL ENGINEER Io (�
LAND SURVEYOR Q LS V
#44 Route 28, Orleans. Mas N o V 1 0 1993 f-
HEALTH DEPT. I�iG o/-17-4
- ��
A
?t'F'' tip {-`lJ��t')L ).�.Ilv?1�te•.�
SITE PLAN
LOCUS
REF ----- -
PREPARED FOR:.
SCALE
DATE
•
. . . .--, - Q -h . w /J I