83- 819 - Site PlanLOCUS MAP
Not to Seale
Lc
P - PT
E = EX�At IS1 on! lel
N o-c� TN15 s-rR
UFHti__� FF
HIGH BANK ( PUBLIC - 401
WIDE)
ROAD
DESIGN CRITERIA
DESIGN FLOW
9gf-vI10(1/0, 49n 6j�
REQUIRED SEPTIC TANK /-
1I9OXLS/ = V�O GAL.
SEPTIC TANK PROVIDED = 000 GAL.
SIZE OF LEACHING FAC1 1TY REQUIRED
DESIGN PERC. RATE - MI WINCH
4P42v1
rG
.
11
11
SIZE OF LEACHING FACILITY PROVIDED
cc cx Ou
SEPTIC TANK DETAIL
NOT TO SCALE
NOTES :I SEPTIC TANK SHALL BE 4 INLET AND OUTLET TEES TO BE CAST IRON OR
REINFORCED CONCRETE. SCHED 40 PVC
2 SEPTIC TANK TO WITHSTAND H-10 LOADING TO BE CENTERED UNDER MANHOLE COVER
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS,WHEREIN H-20 LOADING
SHALL APPLY.
3 ALL PIPE CONNECTIONS AND CONCRETE MANgOLE COVER TO
CONSTRUCTION TO BE WATERTIGHT WITHIN 12 OF FINISH GRADE
oh Tris /i
r
I/ 2 WATER LEVEL
15
I t
I � INLET TEE
c1l) PRECAST Ir 4'(a OUTLET
SEPTIC li 5'(p" LIQUID DEPTH TEE 'i
TANK — I
1
I I
1
1--_---_ _—_----_---_I
oq BOTTOM ON LEVEL STABLE BASE
� N=-mahl% nlE got ulg
PLAN VIEW CROSS-SECTION VIEW
LEACHING PIT DETAIL
NOT TO SCALE
MANHOLE COVER TO WITHIN
12"OF FINISH GRADE. IF IN PAVED
AREA BRING COVER TO GRADE WITH- LOAM8SEED
CAST IRON COVER 8 FRAME
2 N OF I/d
WASHED 12"MIN. FILL
STONE /
/ • yi: JA •°r �.'. e$tti �SaBJ.ri;: h
o�
PVC INLET PIPE 0 a o 0 0 0 0 0 0
4° oDo
0 0 0 0 0 0 0 NOTE:
`0� y6t °' LEACHING PIT TO
w D o 0 0 0 o 0 00 "D ° WITHSTAND H-10 LOADING
UNLESS UNDER
_ PRECAST / PAVEMENT DRIVE OR
a0 3/4°TO I-I/2"_D o 0 0 0 0 13 o D0• �` TRAVELED WAY WHEREIN
DOUBLE LEACHING P17.. „ eo H-20 LOADING SHALL APPLY
Lu WASHED
LL STONE :i plc
w (n0 finest 0 0 0 0 0 0°
❑ o 0 0
pq , p
O 0 0 a °° R6D Tj
��0000 00000 c °Lb IE
O D
nZ�+ L-
0 � ICo �I DIAu 6 MIN.
IQ � DIA
CROSS - SECTION
DISTRIBUTION LINE DETAIL /Q,/A.
NOT TO SCALE
FINISH GRADE
CROSS-SECTION VIEW
SOIL TEST PIT DATA PERK '0'N'='U
TEST GROUNDWATER
TP TP TP TP
GRD. EL. GRD. EL GRD. EL -
GW. EL GW EL GW. EL
SaNI�
12°MINIMUM COVER
2 1/8"=3/8" STONE
DISTRIBUTION LINE
flood'
aD" OO O
O
3/4•-11/2 STONE
Ds.
O� c0
°
1 OD
WATER IN GROUND
PROFILE VIEW
�• -'*ay^ o s Io20 40 g ®FORGE 4P
RIANRgANCIS
I�C , EN - o REEKIE "'
INV 9U 1p 95
t
CIVILo A- GRAPHIC SCALE ,� �
QtLT£
DRAWN BY:
REVISION DATE
/ -
LOT 3 -OYSTER COVE ON DIANE GEORGE
BASS RIVER , YARMOUTH MASS. CHECKED BY
SCALE: I-= 2o•
SEWAGE DISPOSAL SYSTEM PROJECT Bsaa
DATE:
HIDELL-EYSTER TECHNICAL SERVICES, INC. DRAWINGNO:
195 WHITING STREET
HINGHAM,MASSACHUSETTS 02043
(6 17) 749-8040
9
,
4P42v1
1
11
11
DATE
DATE
DATE
DATE
TEST BY -
TEST BY
TEST BY
TEST BY
WITNESSED BY
WITNESSED BY
WITNESSED BY
WTNESSED BY
PERC RATE
PERC RATE
PERC RATE
PERC RATE
—MIN/INCH
—MIN/INCH
MIN/INCH
—MIN/INCH
12°MINIMUM COVER
2 1/8"=3/8" STONE
DISTRIBUTION LINE
flood'
aD" OO O
O
3/4•-11/2 STONE
Ds.
O� c0
°
1 OD
WATER IN GROUND
PROFILE VIEW
�• -'*ay^ o s Io20 40 g ®FORGE 4P
RIANRgANCIS
I�C , EN - o REEKIE "'
INV 9U 1p 95
t
CIVILo A- GRAPHIC SCALE ,� �
QtLT£
DRAWN BY:
REVISION DATE
/ -
LOT 3 -OYSTER COVE ON DIANE GEORGE
BASS RIVER , YARMOUTH MASS. CHECKED BY
SCALE: I-= 2o•
SEWAGE DISPOSAL SYSTEM PROJECT Bsaa
DATE:
HIDELL-EYSTER TECHNICAL SERVICES, INC. DRAWINGNO:
195 WHITING STREET
HINGHAM,MASSACHUSETTS 02043
(6 17) 749-8040
9
,