HomeMy WebLinkAboutEngineered Plan - 2018LEGEND
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
THry�1,
4. DESIGN LOADING FOR SEPTIC TANK AND PUMP CHAMBER
{}
TEST HOLE
2�a-
SLOPE OF GROUND
Q)
UTILITY POLE
THICKNESS REQUIRED I
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
EXIST. PIER, RAMP
& FLOAT
INTERIM APPROVAL
# 7228 DATED
12/1997
FIRST FL EL. 41.5' SYSTEM PROFILE ALL .Y TEM COMPONENTS
SHALL
BE NOTES
MARK\ OR
TOP FOUND. EL. 40.3'
COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS NAVD 88
c:= ACCESS COVERS TO WITHIN 6" OF FIN. GRADE-CONCRETE
O
2" PEASTONE OR GEOTEXTILE (OR C.I. COVERS RWITHIN
TO ADEGRADE
F UNDER DRIVEWAY) 2. MUNICIPAL WATER IS EXISTING
FILTER FABRIC OVER STONE
MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 40.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
BASE. SLAB ELEV. 31.5'
•y f.
>1•
±28.7'/
I
(2 % SLOPE)
FOUNDATION- 13' ST
FOLLINS POND
ADD CANTILEVERED RACKS (TIDAL)
FOR KAYAK STORAGE (TYP)
BOTH SIDES
ROCKY 1NTERT/DAL SERC
pp TOE OF C• BANK
FN
SCHO.BROS.
CJS FN- I UG
V / V�TANK
(R MOVE) O
v <
_V�2�
27
28-
o ' �31
PAVER
(REMOVE) 10
REMOVE
'�T/)TiTf�•jTfrT�
1t/-LJJ r � . E(REMDWELL .
PROP: q5qO GAL.
SEPTIC TANK
PRO
GAL. PC
°? 3/4"-1-1/2" DOUBLE WASHED STONE H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
ALL AROUND PRECAST STRUCTURES (4) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
_ 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 39.0' X 10.8 F
PERMISSION OBTAINED F3' WITHOUT INSPECTION BOARD OF HEALTH AND
COMPACTION. (15.221 [21) ROM BOARD OF HEALTH.
J. FERRARI, SE
�a
.y
a
cc.
32'
NOTE: 2" MIN. WALL
/
Follins
Locus
4. DESIGN LOADING FOR SEPTIC TANK AND PUMP CHAMBER
(1 % SLOPE)
O
PRECAST H-10
�Gf
SOILS
29.0' BOTTOM TH-1
THICKNESS REQUIRED I
E�•
��
Stoney Hill ROG o
7
0»
BLOCKS OR
42.0'
TO BE AASHO H-� LEACHING FACILITY TO BE H-20
SCALE 1"=2000'±
(o
RISERS (TYP.)
2'0
a
LS
4"4SCH40 PVC
LEACHING FACILITY.
ASSESSORS MAP 127 PARCEL 65
PUMP
108' D' BOX
PRECAST RISERS
MORTAR ALL H-20
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
5. PIPE JOINTS TO BE MADE WATERTIGHT.
8' CHAMBER
21 FACILITY
REMOVED.
AE EL. 9
MIN. SUMPIES
DATUM: NAVD '88
cCOMPONENTSP P /�L 1ST 2'6"
Le1.:
ENDS.......
HANDLE ALL ROOF RUN-OFF (OR ROOF DRIPLINES TO STONE
500 GAL.+
TYP.INV'S EL. 36.17'12"
TRENCHES). -
SITE DOES NOT LIE WITHIN ZONE 11
TO BE INSTALLED INSIDE
PROVIDE QUICK DISCONNECT FOR PUMP
14. ALL RUN-OFF TO BE DIRECTED AWAY FROM FOUNDATION
SITE DOES NOT LIE WITHIN PRIORITY/ESTIMATED HABITAT
BUILDING. ALARM TO BE ON
MIN. INT._ DIM.
_\j;
SEPARATE CIRCUIT FROM PUMP
_____
_ __
____ _ __ ____ _ __
SIDES 37.17 _
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE--WITH10"
14"
:y
m
VALVE
°°°°°°°°
MIN. FRONT SETBACK 3Q�
'
°310
CMR 15.000 (TITLE 5.)
TEE 1500 GAL H-10 TEE
TANK
28.15'
Q
PROP. TEE '.
MYERS WHRH**
o 0 0 0
®�������
�����®0000®00�®®®®�0
0 o o a>
E��O� --�®®O
0 0 0°
OOOOSEPTIC
'o°o°o°o°
o 0 0 04'
o°o°o o
'0°0°0°0°
LIO. LEVEL
GAS BAFF
o
o0 0 0 or '
°0°00000000a WATERTE.aT D BOX
- 0 0 0„0 0_
o
N
,°o°o°o°o
o 0 0 0ACME
��0��®��®®� ®��0�00��®�
'0o°o°o°0
o°°O°°O°°O°BE
7..THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
USED FOR LOT LINE STAKING OR ANY OTHER
OR EQUAL
SYSTEM (OR EQUAL)
°�� FOR LEVELNESS
>°°°°°000a
°°°°°°°°a®�oo��000a
o o o 0 0 0
.°°°°°°°°
36.53'
36.36��
>°�°�°0°0
'
.°°°°°°O°
° ° ° ° 34.17'
PURPOSE.
COMPACTION. (15.221 [21)
-
Pump
CHAMBER
**NOTE: SPECIAL HIGH HEAD
BOTTOM 39 X 10.83 (.7.4) = 312.5 GPD
OWNER OF RECORD
8 PIPE FOR SEPTIC SYSTEM TO SCH 40-4" PVC
I
(2 % SLOPE)
FOUNDATION- 13' ST
FOLLINS POND
ADD CANTILEVERED RACKS (TIDAL)
FOR KAYAK STORAGE (TYP)
BOTH SIDES
ROCKY 1NTERT/DAL SERC
pp TOE OF C• BANK
FN
SCHO.BROS.
CJS FN- I UG
V / V�TANK
(R MOVE) O
v <
_V�2�
27
28-
o ' �31
PAVER
(REMOVE) 10
REMOVE
'�T/)TiTf�•jTfrT�
1t/-LJJ r � . E(REMDWELL .
PROP: q5qO GAL.
SEPTIC TANK
PRO
GAL. PC
°? 3/4"-1-1/2" DOUBLE WASHED STONE H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
ALL AROUND PRECAST STRUCTURES (4) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
_ 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 39.0' X 10.8 F
PERMISSION OBTAINED F3' WITHOUT INSPECTION BOARD OF HEALTH AND
COMPACTION. (15.221 [21) ROM BOARD OF HEALTH.
FLOODZONE AE EL. 9
21
22 /
2�
24
26�
lop
aft
P.
2�
� 29
I/ 1
N �.
36,\
56 O O O EXIST.
�_\ 1500 GAL. ST
-34--
�5
Q PROP. 3
39
GARAGE
>� (SLAB) .:
k
20 j' j 40.5' P ' ' PROP.-.SHELL/G. AVS L-.:. UP D
.,..-DRIVEWAY • :'�:'
O 3TH
$
39 RO3
SWALE
1 39: o
1/-- , 4. !M �V X RESERVE
4� y
HIGH PT. 43.0' ;' -�� j I •v,. BOULDER
VARIANCE REQUESTS
TOP OF FOUNDAI TO
BE 2.5' BELOW IGH PT. CONC.
171.38'
IN ROAD (4.5' VARIANCE) BND FN D. �: -40
{ 5' REMOVAL OF UNSUITABLE SOIL REQUIRED BENCHMARK: CONC. BOUND
AROUND PORTION OF PERIMETER OF LEACHING AT EL. 38.4'
FACILITY, TOLA
REPLACE WITHNCLEEANUMED. LSANOD, TOYMEET DRIFTWOOD LANE C
SPECIFICATIONS OF 310 CMR 15.255(3).
off 508-362-4541
I fox 508-362-9880
downcape.com
MIO cape e4&Pri4eeri7,fs Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
117-413
LOT 11
0.95± AC
J. FERRARI, SE
�a
.y
a
cc.
32'
0
/
Follins
Locus
Pond
(1 % SLOPE)
O
OF ALL: UNDERGROUND &
PRIOR LOCATIOTO COMMENCEMENT OF WORK_OVERHEAD UTILITIES
�Gf
SOILS
29.0' BOTTOM TH-1
,
rvo °p,
E�•
��
Stoney Hill ROG o
7
0»
NO GROUNDWATER FOUND11.
42.0'
o
SCALE 1"=2000'±
(o
A
a
LS
Knob Hill
LEACHING FACILITY.
ASSESSORS MAP 127 PARCEL 65
FLOODZONE AE EL. 9
21
22 /
2�
24
26�
lop
aft
P.
2�
� 29
I/ 1
N �.
36,\
56 O O O EXIST.
�_\ 1500 GAL. ST
-34--
�5
Q PROP. 3
39
GARAGE
>� (SLAB) .:
k
20 j' j 40.5' P ' ' PROP.-.SHELL/G. AVS L-.:. UP D
.,..-DRIVEWAY • :'�:'
O 3TH
$
39 RO3
SWALE
1 39: o
1/-- , 4. !M �V X RESERVE
4� y
HIGH PT. 43.0' ;' -�� j I •v,. BOULDER
VARIANCE REQUESTS
TOP OF FOUNDAI TO
BE 2.5' BELOW IGH PT. CONC.
171.38'
IN ROAD (4.5' VARIANCE) BND FN D. �: -40
{ 5' REMOVAL OF UNSUITABLE SOIL REQUIRED BENCHMARK: CONC. BOUND
AROUND PORTION OF PERIMETER OF LEACHING AT EL. 38.4'
FACILITY, TOLA
REPLACE WITHNCLEEANUMED. LSANOD, TOYMEET DRIFTWOOD LANE C
SPECIFICATIONS OF 310 CMR 15.255(3).
off 508-362-4541
I fox 508-362-9880
downcape.com
MIO cape e4&Pri4eeri7,fs Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
117-413
LOT 11
0.95± AC
J. FERRARI, SE
i
#13871
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
WITNESS: PHIL RENAUD
32'
DATE: 12/20/17
DIGSAFE (1-888-344-7233) AND VERIFYING THE
1 •8
(-L8-% SLOPE)
(1 % SLOPE)
OF ALL: UNDERGROUND &
PRIOR LOCATIOTO COMMENCEMENT OF WORK_OVERHEAD UTILITIES
LOCUS MAP
SOILS
29.0' BOTTOM TH-1
SYSTEM DESIGN:
ZONING SUMMARY
ELEV.
0»
NO GROUNDWATER FOUND11.
42.0'
ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
SCALE 1"=2000'±
A
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LS
INV. IN 28.0'
LEACHING FACILITY.
ASSESSORS MAP 127 PARCEL 65
PUMP
108' D' BOX
LEACHING
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
LOCUS IS WITHIN FEMA FLOOD ZONE X &
8' CHAMBER
21 FACILITY
REMOVED.
AE EL. 9
13. DOWNSPOUTS TO DRYWELLS SHALL BE PROVIDED TO
DATUM: NAVD '88
PROP. WATERTIGHT COVER TO GRADE
HANDLE ALL ROOF RUN-OFF (OR ROOF DRIPLINES TO STONE
500 GAL.+
ALARM AND CONTROL PANEL
TRENCHES). -
SITE DOES NOT LIE WITHIN ZONE 11
TO BE INSTALLED INSIDE
PROVIDE QUICK DISCONNECT FOR PUMP
14. ALL RUN-OFF TO BE DIRECTED AWAY FROM FOUNDATION
SITE DOES NOT LIE WITHIN PRIORITY/ESTIMATED HABITAT
BUILDING. ALARM TO BE ON
RESERVE
SEPARATE CIRCUIT FROM PUMP
USE A 440 GPD DESIGN FLOW
MIN. LOT FRONTAGE 150'
15. ELECTRICAL PERMIT REQUIRED.
PUMP ONCHECK
FLOODZONE AE EL. 9
21
22 /
2�
24
26�
lop
aft
P.
2�
� 29
I/ 1
N �.
36,\
56 O O O EXIST.
�_\ 1500 GAL. ST
-34--
�5
Q PROP. 3
39
GARAGE
>� (SLAB) .:
k
20 j' j 40.5' P ' ' PROP.-.SHELL/G. AVS L-.:. UP D
.,..-DRIVEWAY • :'�:'
O 3TH
$
39 RO3
SWALE
1 39: o
1/-- , 4. !M �V X RESERVE
4� y
HIGH PT. 43.0' ;' -�� j I •v,. BOULDER
VARIANCE REQUESTS
TOP OF FOUNDAI TO
BE 2.5' BELOW IGH PT. CONC.
171.38'
IN ROAD (4.5' VARIANCE) BND FN D. �: -40
{ 5' REMOVAL OF UNSUITABLE SOIL REQUIRED BENCHMARK: CONC. BOUND
AROUND PORTION OF PERIMETER OF LEACHING AT EL. 38.4'
FACILITY, TOLA
REPLACE WITHNCLEEANUMED. LSANOD, TOYMEET DRIFTWOOD LANE C
SPECIFICATIONS OF 310 CMR 15.255(3).
off 508-362-4541
I fox 508-362-9880
downcape.com
MIO cape e4&Pri4eeri7,fs Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
117-413
LOT 11
0.95± AC
� WORK LIMIT LINE TO CONSIST OF
STAKED SILT FENCE BACKED BY
STAKED COIR LOGS
/
_/t -PUMP AND REMOVE
1.1 EXISTING SEPTIC SYSTEM
PROP. 4 BR DWELL.
TOP FNDN. = 40.3'
FIRST FL. = 41.5'
TOP OF STEM WALL = 41.3'
BASEMENT SLAB ELEV. 31.5'
r_j� I
PROP. VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT BY
CONTACTOR WITH HOMEOWNER
CONSULTATION)
��BND FN
ENGINEER: CRAIG
J. FERRARI, SE
i
#13871
WITNESS: PHIL RENAUD
32'
DATE: 12/20/17
PERC. RATE _
< 2 MIN/INCH
CLASS I
SOILS
SYSTEM DESIGN:
ZONING SUMMARY
ELEV.
0»
40' 0"
42.0'
A
A
LS
INV. IN 28.0'
LS
2" PRESSURE LINE SCH. 40
GARBAGE DISPOSER IS NOT ALLOWED
ZONING DISTRICT: R-40 DISTRICT
1OYR 4/2,
1000
GAL. H-10 S/T
6"
B
B
500 GAL.+
LS
SLOPE TO DRAIN BACK TO PC
20 GALLON DRAIN BACK MAX.
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
MIN. LOT SIZE 40,000 S.F.
FLOAT SWITCH
ALARM ON
1 OYR 5/6
39.5'
RESERVE
0.25" WEEP HOLES
USE A 440 GPD DESIGN FLOW
MIN. LOT FRONTAGE 150'
SETTINGS:
PUMP ONCHECK
5"
VALVE
MIN. FRONT SETBACK 3Q�
5.3"
WORKING RANGE
MYERS WHRH**
SEPTIC TANK: 440 GPD (2) = 880
MIN. SIDE SETBACK 20
5.3"
SUBMERSIBLE 1/2 HP PUMP
USE A 1500 GAL. SEPTIC TANK
MIN. REAR SETBACK 20'
PUMP OFF
12"
SYSTEM (OR EQUAL)
USE A 1000 GAL. PUMP CHAMBER CONTAINING MYERS WHRH 1.5 HP PUMP
000 00000 O o
000000 pOC;�O O O O 0000
6" CRUSHED STONE OR MECHANICAL
LEACHING:
COMPACTION. (15.221 [21)
SIDES2 (39 + 10.83) 2 (.74) = 147.5 GPD
Pump
CHAMBER
**NOTE: SPECIAL HIGH HEAD
BOTTOM 39 X 10.83 (.7.4) = 312.5 GPD
OWNER OF RECORD
(NOT TO SCALE)
IMPELLER ON PUMP
MANDATORY
TOTAL: 621.6 S.F. 460 GPD
ROBERT & BONNIE McNAMARA
WATERPROOF/WATERTIGHT
USE (4) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL)
982 OENOKE RIDGE RD.
WITH 2.5' STONE AT ENDS AND 3' AT SIDES
NEW CANAAN, CT 06840
REFERENCES
MA
APPROVED DATE BOARD OFA/HEALTHDE
ED BOOK 30740 PAGE 163
-
-�
-
LGP 21033-A" L T 11
0
-J
SEPTIC INSPECTION REPORT/AS-BUILT D. 8/21/2017
(3 BEDROOM SYSTEM)
j
I
TEST HOLE LOGS
� WORK LIMIT LINE TO CONSIST OF
STAKED SILT FENCE BACKED BY
STAKED COIR LOGS
/
_/t -PUMP AND REMOVE
1.1 EXISTING SEPTIC SYSTEM
PROP. 4 BR DWELL.
TOP FNDN. = 40.3'
FIRST FL. = 41.5'
TOP OF STEM WALL = 41.3'
BASEMENT SLAB ELEV. 31.5'
r_j� I
PROP. VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT BY
CONTACTOR WITH HOMEOWNER
CONSULTATION)
��BND FN
ENGINEER: CRAIG
J. FERRARI, SE
i
#13871
WITNESS: PHIL RENAUD
DATE: 12/20/17
PERC. RATE _
< 2 MIN/INCH
CLASS I
SOILS
4
ELEV.
\
ELEV.
0»
40' 0"
42.0'
A
A
LS
LS
1OYR 4/3
1OYR 4/2,
10"
6"
B
B
LS
LS
45"
1 OYR 5/8
36.25* 301)
1 OYR 5/6
39.5'
Yarn ®uth HealtL Departrl eut
ozl��'z
- - z/p�
Aare Date
C C
PERC
®ss" TITLE 5 SITE PLA
TIGHT IN PLACE
MS ROCKY
POCKETS MS OF
10YR 7/4 10YR 7/4
82 DRIFTWOOD LANE
SOUTH YAR OUTH
132"
J 29.0' 132" 31.0'
NO GROUNDWATER ENCOUNTERED
OF P.1"j ' �y �•i�'�N
rz+
t1�I�IIEL `G�\
DANIEL JAls
R.
OJALA « >'65v2 I ,a J'�t;0 ry
No. 40980\oma'
.�sss
�a�ES \off Q al>e 4S f STE�� �A yni� SUR�Ev�
DATE DANIEL A. OJALA, P.E., P.L.S.
PREPARED FOR
MARCH 8, 2018
Scale:1 "= 20'
0 10 20 30 40 50 FEET
17-413 MCNAMARA RECOVER recover.DWG