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CONCRETE WALKWAY
STATEo
HIGHWAY -ROUTE 28 I
40R.C.W. BENCHMARK
3
CENTER CATCH BASIN GRATE = 96.18 (ASSUMED) o
N83'23'54"
W 110.94'
Z ��
MAG NAIL
EL=96.82'
i
0
EXISTING PAVED DRIVEWAY AREA
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AE
is
s o
APPROXIMATE LOCATION OF i` CLEANOUT3" SOLID SCH 40 I
WATER SERVICE
(TYPO PVC VENT PIPING VENT WITH
7�CHARCOAL
APPROXIMATE LOCATION OF' FILTER M
- - - - - -LATERAL (TYP OF 6)- -
F - - -
` - - - - - - EDGE OFRU
CSHED STONE
/ --- x.
......... .
-
.... ®INSPECTION-
PORT 2
i
IC.O.z ----
IMPERVIOUS LINER
EL.= 97.1± - 92.1± {
C.O. 3 I ---
EXISTING I _
I 3 �
BUILDING £ � C.O. 4 ......... I�
I INSPECTION
SLAB FOUNDATION PORT 1 ;
{ � I C.O. 5
C.O. 6 ........
L - - - -
------ 3" SCH 40 PVC 12.9'
PERFORATED x
SLEEVE ON SEWER LINE VENT PIPE (TYP. OF 3) EXISTING a
EACH
WITH LI6E SCH4
0ALLYPVC /` %�'�/,l E CLEANOUT d
0 0 0 0 0 0 0 O
I I r --O--- 17:3'
�' O
ji E I I O iJ
/ I INSPECTION
PORT
�n
1,500 (GALLON
REINFORCED CONCRETE O o
GREASE TRAP (H20) O U a
it 0
/ N
j I I APPROXIMATE LOCATION OF 6,000 GALLON PRECAST = n
/ I EXISTING LEACH FIELD - CONCkTE SEPTIC TANK O o ,I o
10
WG I 3,500 GALLON 3
/ c7 PRECAST CONCRETE
PUMP CHAMBER 0 o
/ I
El o
I PUMP CHAMBER
G G I ACCESS HATCH o
`•�� ELECTRIC HANDHOLE
PUMP CONTROL PANEL
C
® I IPi vv
-----I _-� F
-J --I
- -'- ® MONITORING. WELL t -
BOLLARD- -
CAP EL=96.90'
(TYP.) - 0
0
• ��� y� APPROXIMATE LOCATION OF
EXISTING TANK AND PUMP
E CHAMBER
EXISTING PAVED PARKING AREA 3
r £
° I
Y
O O s
a
M M --- M I
EXISTING LEACHING) BASIN
I
-ASSUMED LIMIT OF STONE
I
li
i
N/F
KEIRAN J & JOAN M HEALY
543A & 543B ROUTE 28
MAP 31, LOT 1'6.6
GEC 14 2020
HEALTH DEPT.
i
I
,I
SITE INFORMATION
ADDRESS:
PROJECT
LOCUS
31/138.1
SCALE 1"=500'
29539/0211
INVERT ELEVATIONS
-
96.61'±
SHE
LOCUS--------
STATE
HIGHWAY -ROUTE
-ET -
TANK OUT
28
GREASE TRAP IN
95.24'±
GREASE TRAP OUT
95.06'±
PUMP IN
94.71'±
PUMP OUT
94.69'±
BOTTOM OF LEACH FIELD
96.60'±
SWING
1
I -
z
SITE
B
TANK IN
115.0'±
;
TANK OUT
123.3'±
88.6'±
GREASE TRAP IN
108.0'±
w
0
1 N
a
80.6'±
PUMP IN
126.0'±
87.8'±
PUMP OUT
134.8'±
86.7'±
INSPECTION PT 1
59.4'±
61.3'±
INSPECTION PT 2
SITE
LOCUS
110.9'±
SCALE
1"=500'
CONCRETE WALKWAY
STATEo
HIGHWAY -ROUTE 28 I
40R.C.W. BENCHMARK
3
CENTER CATCH BASIN GRATE = 96.18 (ASSUMED) o
N83'23'54"
W 110.94'
Z ��
MAG NAIL
EL=96.82'
i
0
EXISTING PAVED DRIVEWAY AREA
v
AE
is
s o
APPROXIMATE LOCATION OF i` CLEANOUT3" SOLID SCH 40 I
WATER SERVICE
(TYPO PVC VENT PIPING VENT WITH
7�CHARCOAL
APPROXIMATE LOCATION OF' FILTER M
- - - - - -LATERAL (TYP OF 6)- -
F - - -
` - - - - - - EDGE OFRU
CSHED STONE
/ --- x.
......... .
-
.... ®INSPECTION-
PORT 2
i
IC.O.z ----
IMPERVIOUS LINER
EL.= 97.1± - 92.1± {
C.O. 3 I ---
EXISTING I _
I 3 �
BUILDING £ � C.O. 4 ......... I�
I INSPECTION
SLAB FOUNDATION PORT 1 ;
{ � I C.O. 5
C.O. 6 ........
L - - - -
------ 3" SCH 40 PVC 12.9'
PERFORATED x
SLEEVE ON SEWER LINE VENT PIPE (TYP. OF 3) EXISTING a
EACH
WITH LI6E SCH4
0ALLYPVC /` %�'�/,l E CLEANOUT d
0 0 0 0 0 0 0 O
I I r --O--- 17:3'
�' O
ji E I I O iJ
/ I INSPECTION
PORT
�n
1,500 (GALLON
REINFORCED CONCRETE O o
GREASE TRAP (H20) O U a
it 0
/ N
j I I APPROXIMATE LOCATION OF 6,000 GALLON PRECAST = n
/ I EXISTING LEACH FIELD - CONCkTE SEPTIC TANK O o ,I o
10
WG I 3,500 GALLON 3
/ c7 PRECAST CONCRETE
PUMP CHAMBER 0 o
/ I
El o
I PUMP CHAMBER
G G I ACCESS HATCH o
`•�� ELECTRIC HANDHOLE
PUMP CONTROL PANEL
C
® I IPi vv
-----I _-� F
-J --I
- -'- ® MONITORING. WELL t -
BOLLARD- -
CAP EL=96.90'
(TYP.) - 0
0
• ��� y� APPROXIMATE LOCATION OF
EXISTING TANK AND PUMP
E CHAMBER
EXISTING PAVED PARKING AREA 3
r £
° I
Y
O O s
a
M M --- M I
EXISTING LEACHING) BASIN
I
-ASSUMED LIMIT OF STONE
I
li
i
N/F
KEIRAN J & JOAN M HEALY
543A & 543B ROUTE 28
MAP 31, LOT 1'6.6
GEC 14 2020
HEALTH DEPT.
i
I
,I
SITE INFORMATION
ADDRESS:
541 ROUTE 28, YARMOUTH
ASSESSORS MAP/LOT:
31/138.1
DEED:
29539/0211
INVERT ELEVATIONS
SEWER OUT AT BUILDING
96.61'±
GREASE TRAP AT BUILDING
97.22'±
TANK IN
94.79'±
TANK OUT
94.72'±
GREASE TRAP IN
95.24'±
GREASE TRAP OUT
95.06'±
PUMP IN
94.71'±
PUMP OUT
94.69'±
BOTTOM OF LEACH FIELD
96.60'±
SWING
TIES
A
B
TANK IN
115.0'±
92.2'±
TANK OUT
123.3'±
88.6'±
GREASE TRAP IN
108.0'±
83.4'±
GREASE TRAP OUT
113.2'±
80.6'±
PUMP IN
126.0'±
87.8'±
PUMP OUT
134.8'±
86.7'±
INSPECTION PT 1
59.4'±
61.3'±
INSPECTION PT 2
89.6'±
110.9'±
CLEANOUT 1
35.3'±
75.1'±
CLEANOUT 2
39.8'±
70.0'±
CLEANOUT 3
44.5'±
65.0'±
CLEANOUT 4
51.0'±
58.3'±
CLEANOUT 5
56.0'±
53.2'±
CLEANOUT 6
61.4'±
48.1'±
THIS IS TO CERTIFY THE THAT THE INDIVIDUAL SEWAGE DISPOSAL
SYSTEM CONSTRUCTED AT 541 MAIN STREET, WEST YARMOUTH,
MASSACHUSETTS (MAP 31 ,LOT 138.1) AND SHOWN ON THIS PLAN HAS
BEEN INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE STATE
ENVIRONMENTAL ODE„,'(TLE 5, AND THE APPLICATION FOR DISPOSAL
WORKS CONS N
J. MINTZ, P.E. NO. 52659
4 CRESTVIEW DRIVE
EAST SANDWICH, MA 02537
PHONE: (508) 400-2365
SITE DESIGN, LLC
Site Design and Permitting
LOCAAON.-
541 ROUTE 28
WEST YARMOUTH, MA 02673
CLIENT.• SERPONE INNOVATIONS, LLC
21G FRUEAN WAY
SOUTH YARMOUTH, MA 02664
DR9NNC T/TZE
CERTIFIED AS -BUILT
SCALE- DATE.• ORA WINO NO.
1"=10' 12/9/20 1 OF 1
REVISIONS
NO. DATE DESCRIPTION