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SYSTEM PROFILE
SUBFLOOR AT EL. 11.0' (NGT TO SCALE)
ACCESS COVERS TO FIN. GRADE PROVIDE INSPECTION PORT WITHIN
/- ACCESS COVER (WATERTIGHT) TO 6' OF FINISH GRADE
/F9.5' MINIMUM .75' OF COVER OVER PRECAST( WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
1 1.75'
o_
FOUNDATION2' DOUBLE WAD PEASTONE
** 11.0'
Q_ M RUN PIPE LEVEL
8.O' � W -
DESIGN BY PROPOSED 1500 Q_SH�F
FOR FIRST 2'
OTHERS
(PROP. ],SO' GALLON SEPTIC 7.25' p 2 TEE o
TIMBER TANK (H- ZO) GAS Q�oo 0.655' 0 10.58' o
PILE FNDN. WATERPROOF BAFFLE 10,82' Xao 0.58' 0 0 10.0'
OR HELICAL oo
PIERS) MIN�6' CRUSHED STONE & MECHANICAL
( % SLOPE) COMPACTION. (15.221 [2])
DEPTH OF FLOW = 4' -1% SLOPE) SLOPE) 3/4" TO, 1 1/2" DOUBLE WASHED STONE
TEE SIZES:
INLET DEPTH = 10"
14"
FOUNDATION Oun.er 25'DEPTH- SEPTIC TANK 10' PUMP 59' D' BOX - 9' LEACHING 5
FACILITY
700 GAL.+ SLOPE TO DRAIN BACK TO PC
FLOAT SWITCH ALARM ON RESERVE WEEP HOLE
SETTINGS PUMP ON CHECK VALVE
4' WORKING RANGE 6'
ZOELLER 'WASTEMATE'
'I- 4' SUBMERSIBLE MODEL M282 1/2 HP PUMP
PUMP OFF 8' SYSTEM (OR EQUAL)
PROVIDE VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT WITH PUMP C H A M B E R
HOMEOWNER CONSULTATION)
(NOT TO SCALE)
WATERPROOF
8.3
LEGEND _ + 7.7 /
FI -00-0-1 PROPOSED SPOT ELEVATION PROP. CONC.
RETAINING WALL
100X0 EXISTING SPOT ELEVATION T.O.W. EL 11.0' _
100 PROPOSED CONTOUR
- 100- EXISTING CONTOUR
EXIST.
DWELL.
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF 3
LEACHING FACILITY, DOWN TO U
SUITABLE SOIL LAYER. REPLACE _
WITH CLEAN MED. SAND. ENGINEER
TO INSPECT AND CERTIFY M
REMOVAL rj
ry a 0
RETAINING WALLS 4
DESIGNED BY OTHERS 2
(VERTICAL TIE RET. +
BENCH MARK - TOP OF
CONIC BOUND ELEV. = 8.2
oo• L
\�C
11457 SF\
+ 6.4
7g
O
+ 7700.
+5.6
V f�
1 PROP. OWE] L_ /
4 /
�W+ 4.7
0
Qom/w �"
vrF LOT 5B
\ 16,587± SQ.
EXIST.
BLDG.
+-9,49.4
Y W
+7.4
/ EXIST.
/ BLDG.
79 /
W/ +75 +7.0
/ / ///
-+ 7.1
/ °Oo so
T-13/� + %.9
7.1
III
+ 7.8
6.7
04-084
POOL
WATERLINE TO BE SLEEVED
WHERE WITHIN 10' OF
SEPTIC SYSTEM
COMPONENTS.
5.0
e AL
AL
1
4.6
3 00
oo.
�8 9,
0
N
DETAIL OF LEACH FIELD (452 SF)
1'= 15'
(6) Y3 BARS CONT. FOR
EL S.D'
/3 OARS 12' O.C. FOR VERTICAL
REINFORCEMENT
6 %
BASE EL
NATURAL SOIL
CONC. RET. WALL (NTS)
TEST HOLE LOGS
ENGINEER: LISA LYONS, RS
WITNESS: DAVE FLAHERTY
DATE: 4/28/04
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
p"
CHAMBER
ELEV.
7.5' 0"
C 2
8.0'
I
** PROVIDE INSULATION FOR EXIT PIPING
LS
AS NECESSARY
FILL
9"
1OYR 3/3
8"
ACCESS COVERS TO FIN. GRADE
B
A
ALARM AND CONTROL PANEL
25>
LS
10YR 5/6
40 MIL POLY IAND
USE WATER
ASSESSORS MAP 17 PARCEL 117
ZONING DISTRICT: R25
TO BE INSTALLED INSIDE
EL 11.0'
ti... �� MASTIC ON INSSIDEDE OF
L.ADJ.5
AT EL 5 .0'
BUILDING. ALARM TO BE ON INV. IN
39"
MS
BS wAT
4.25'
LS
10YR 5/6
FRONT = 30'
SIDE = 15'
2.5Y 5/6
RETAINING WALL
(TIDALLY
SEPARATE CIRCUIT FROM PUMP
OBS. WATER
1000 GAL. H-20 S/
2" PRESSURE UNE
4.25' FLOOD ZONE: Al2 EL. 11
_
+"
C1
INFLUENCED)
700 GAL.+ SLOPE TO DRAIN BACK TO PC
FLOAT SWITCH ALARM ON RESERVE WEEP HOLE
SETTINGS PUMP ON CHECK VALVE
4' WORKING RANGE 6'
ZOELLER 'WASTEMATE'
'I- 4' SUBMERSIBLE MODEL M282 1/2 HP PUMP
PUMP OFF 8' SYSTEM (OR EQUAL)
PROVIDE VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT WITH PUMP C H A M B E R
HOMEOWNER CONSULTATION)
(NOT TO SCALE)
WATERPROOF
8.3
LEGEND _ + 7.7 /
FI -00-0-1 PROPOSED SPOT ELEVATION PROP. CONC.
RETAINING WALL
100X0 EXISTING SPOT ELEVATION T.O.W. EL 11.0' _
100 PROPOSED CONTOUR
- 100- EXISTING CONTOUR
EXIST.
DWELL.
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF 3
LEACHING FACILITY, DOWN TO U
SUITABLE SOIL LAYER. REPLACE _
WITH CLEAN MED. SAND. ENGINEER
TO INSPECT AND CERTIFY M
REMOVAL rj
ry a 0
RETAINING WALLS 4
DESIGNED BY OTHERS 2
(VERTICAL TIE RET. +
BENCH MARK - TOP OF
CONIC BOUND ELEV. = 8.2
oo• L
\�C
11457 SF\
+ 6.4
7g
O
+ 7700.
+5.6
V f�
1 PROP. OWE] L_ /
4 /
�W+ 4.7
0
Qom/w �"
vrF LOT 5B
\ 16,587± SQ.
EXIST.
BLDG.
+-9,49.4
Y W
+7.4
/ EXIST.
/ BLDG.
79 /
W/ +75 +7.0
/ / ///
-+ 7.1
/ °Oo so
T-13/� + %.9
7.1
III
+ 7.8
6.7
04-084
POOL
WATERLINE TO BE SLEEVED
WHERE WITHIN 10' OF
SEPTIC SYSTEM
COMPONENTS.
5.0
e AL
AL
1
4.6
3 00
oo.
�8 9,
0
N
DETAIL OF LEACH FIELD (452 SF)
1'= 15'
(6) Y3 BARS CONT. FOR
EL S.D'
/3 OARS 12' O.C. FOR VERTICAL
REINFORCEMENT
6 %
BASE EL
NATURAL SOIL
CONC. RET. WALL (NTS)
TEST HOLE LOGS
ENGINEER: LISA LYONS, RS
WITNESS: DAVE FLAHERTY
DATE: 4/28/04
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
p"
I P
ELEV.
7.5' 0"
C 2
8.0'
I
A
LS
FILL
9"
1OYR 3/3
8"
LOCATION MAP NTS
B
A
25>
LS
10YR 5/6
13"
LS
10YR 4/3
ASSESSORS MAP 17 PARCEL 117
ZONING DISTRICT: R25
C1
B
YARD SETBACKS:
39"
MS
BS wAT
4.25'
LS
10YR 5/6
FRONT = 30'
SIDE = 15'
2.5Y 5/6
34"
REAR = 20'
OBS. WATER
72"
45"
4.25' FLOOD ZONE: Al2 EL. 11
C1
C2
CS
MS
2.5Y 6/4
2.5Y 5/6
108"
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: 3- BEDROOMS (110 GPD) = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD ( 2 ) = 660
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: AREA = 452 SF (0.74 G/SF) = 334 GPD
TOTAL: 452 S.F. 334 GPD
SALTMARSH USE LEACH FIELD OF 10 STANDARD INFILTRATORS WITH
STONE (SEE DETAIL)
REQUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
COMPLETE.
2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING
3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
OF WALL
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
DEPOSITED
5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
PUMP MECHANISMS AFTER INSTALLATION
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
THE RETAINING WALL. SEPTIC SYSTEM AND PUMP MECHANISMS HAVE
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
PLAN.
BOARD OF HEALTH
MA
APPROVED DATE
off 508-362-4541
fa. 508 362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675
108"
NOTES:
1. DATUM IS NGVD (RM 21)
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. ELECTRICAL PERMIT REQUIRED
11. CONCRETE WALL AND SEPTIC INSPECTIONS/CERTIFICATIONS REO'D.
*PROVIDE ENGINEER 24 HRS' NOTICE.
12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED
TO DRY WELLS OR TITLE STONES TRENCHES SITE PLAN
OF 40 SALT MARSH LANE "
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: MICHAEL FIELDS
30 0 30 60 90
SCALE: 1" = 30' DATE: JULY 14, 2004
REV 10/20/04 (SETBACK)
SUBFLOOR AT EL. 11.0'
SYSTEM PR❑F-ILE
- ACCESS COVERS TO FIN. GRADE (NOT To SCALE)
ACCESS COVER (WATERTIGHT) TO
9,5' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE
=LOODZONE ** M of
-OUNDATION $•D, ED
ED
)ESIGN BY PROPOSED 1500 0_: _
THEIRS(PROP7,SQ' GALLON SEPTIC 7.25' p S
TIMBER TANK (H- 20) GAS a�
PILE FNDN. WATERPROOF BAFFLE 10.82'
OR HELICAL
PIERS) MIN
( 2 SLOPE) _6" CRUSHED STONE & MECHANICAL
DEPTH OF FLOW = '4,
COMPACTION. (15.221 [2])
TEE SIZES: (-!-% SLOPE)
INLET DEPTH t0„
OUTLET DEPTH = 14"
FOUNDATION - 25' - SEPTIC TANK 10' -
tr PROVIDE INSULATION FOR EXIT PIPING
AS NECESSARY
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN
SEPARATE CIRCUIT FROM PUMP 740
ALARM ON
FLOAT SWITCH
SETTINGS, PUMP ON
4' WORKING RANGE
RUN PIPE LEVEL
FOR FIRST 2'
10.65'
SLOPE)
PUMP - 59'
CHAMBER
:ESS COVERS TO FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WA7D
0.58'
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
1711 .
3/4" TO 1 1/2" DOUBLE WASHED STONE
D' BOX - 9'
SLOPE TO DRAIN BACK TO PC
WEEP HOLE
CHECK VALVE
ZOELLER 'WASTEMATE' 5.0•
SUBMERSIBLE MODEL M282 1/2 HP PUMP 6.0'
PUMP OFF B. SYSTEM (OR EQUAL)
PROVIDE VENT WITH CHARCOAL FILTER PUMP C H A M B E R
AND BUGSCREEN (FINAL PLACEMENT WITH
HOMEOWNER CONSULTATION)
(NOT TO SCALE)
WATERPROOF
8,3
LEGEN + 7.7
F-10-0-0-1 PROPOSED SPOT ELEVATION PROP. CONC.
RETAINING WALL
1 ONO EXISTING SPOT ELEVATION T.O.W. EL 11.0'-��
100 PROPOSED CONTOUR
100 - EXISTING CONTOUR
EXIST.
DWELL.
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF
4
Q 0.0'
3 ^`
LEACHING FACILITY, DOWN TO
/ -
SUITABLE SOIL LAYER. REPLACE
LS
2 /
WITH CLEAN MED. SAND. ENGINEER
00
TO INSPECT AND CERTIFY
REMOVAL
LS
0; 1457 !
/11
cv a o
RETAINING WALLS Q�
DESIGNED IE OTHERS 2
(VERTICAL TIE RET.
WALL) +
BENCH MARK - TOP OF
CONC BOUND ELEV. = 8.2
1 04-084
+ 6.4
PROP. DWEL..
+7,4 I I
/ I EXIST.
/ BLDG.
79 /
/ /
W / +7>RS +7.0
7 " _-4- 7.1
/ 00. so
t`7,8 / %.9
7.1
I
4s4v+ 7.8 \ � •-7.0
'+ 6.7
POOL
EXIST.
BLDG.
9.4
9.4
LEACHING
FACILITY
MIL PIXY VINYL AND
BARS CONT.
' NATURAL SOIL
CONC. RET. WALT_ (NTS)
LOT 5B
16,587± SQ.
WATERLINE TO BE SLEEVED
WHERE WITHIN 10' OF
SEPTIC SYSTEM
COMPONENTS.
7789•
M
N
1a•3,
DETAIL OF LEACH FIELD (452 SF)
1" = 15'
11.0'
FOR VERTICAL
BASE EL
10.0'
5'
USE ADJ. WATER
AT EL 5.0'
(TIDALLY
INFLUENCED)
TEST HOLE LOGS
ENGINEER: LISA LYONS, RS
WITNESS: DAVE FLAHERTY
DATE: 4/28/04
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
108"
C2
CS
2.5Y 6/4
ELEV.
4
0"
-
A
FILL
LS
9"
1OYR 3/3
B.
LS
LS
25"
1OYR 5/6
B
C1
LS
MS
39"
85. WATEEL
2.5Y 5/6
72"
OBS. WATER
108"
C2
CS
2.5Y 6/4
ELEV.
Q
7.5' 0"
FILL
- 8„
A
LS
13"
1OYR 4/3
B
LS
4.25'
1OYR 5/6
34"
45"
OBS. WATER
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: 3 BEDROOMS (11 1 00 GPD) = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2 ) = 660
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: AREA = 452 SF (0.74 G/SF) = 334 GPD
TOTAL: 452 S.F. 334 GPD
SALT
MARSH USE LEACH FIELD OF 10 STANDARD INFILTRATORS WITH
STONE (SEE DETAIL)
REQUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
COMPLETE.
2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING
3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
OF WALL
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
DEPOSITED
5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
PUMP MECHANISMS AFTER INSTALLATION
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
THE RETAINING WALL. SEPTIC SYSTEM AND PUMP MECHANISMS HAVE
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
PLAN.
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
MA
108"
C1
MS
2.5Y 5/6
n
ASSESSORS MAP 17 PARCEL 11/
ZONING DISTRICT: R25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
FLOOD ZONE: Al2 EL. 11
NOTES:
1. DATUM IS NGVD (RM 21)
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. ELECTRICAL PERMIT REQUIRED
11. CONCRETE WALL AND SEPTIC INSPECTIONS/CERTIFICATIONS REQ'D.
*PROVIDE ENGINEER 24 HRS' NOTICE.
12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED
TO DRY WELLS OR TITLE T Q5 TRENCHESNE SITE PLAN
;OF
40 SALT MARSH LANE
.N THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: MICHAEL FIELDS
30 0 30 60 90
SCALE: 1" = 30' DATE: JULY 14, 2004
REV 10/20/04 (SETBACK)