HomeMy WebLinkAbout40 Salt Marsh Lane - Site PlanSTEST HOLE LOGS
SYSTEM PROFILE
SUBFLOOR AT EL. 11.0' (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN
ACCESS COVERS TO FIN. GRADE 6' OF FINISH GRADE ENGINEER: LISA LYONS, RS
ACCESS COVER (WATERTIGHT) TO
9.5' INIMUM .75' OF OVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM-Fl
FLAHERTY
1.75 WITNESS:
2" DOUBLE WASH€D PEAiTONE DATE: 4/28/04
L10.82'
RUN PIPE LEVEL O < 2 MIN/INCH
In
LOODZONE r j FOR FIRST 2'11.O' PERC. RATEESIGN BYDUNDATION PROPOSED 1500 °C(A$$ I SOILS P#
rHERs GALLON SEPTIC 7.2 TEE(PROP.MBER 7.50TANK (H- 20) G <I 0.65' 10.58'PILE FNDN. WATERPROOF BAF LE ego 0.58' 10.0
OR HELICAL
PIERS) I MIN �6" CRUSHED STONE & MECHANICAL 4 ELEV.
(-L-% SLOPE) COMPACTION. (15.221 [21) D" 7.5' 0
DEPTH OF FLOW = 4 (1 7 SLOPE) (? SLOPE) 3/4" T0. 1 1/2" DOUBLE. WASHED STONE - A
TEE SIZES: FILL
10" LS
INLET DEPTH 5' g" 10YR 3/3 � 8"
OUTLET DEPTH 14 PUMP - LEACHING
FOUNDATION - 25' - SEPTIC TANK 10' 59' D' BOX 9' FACILITY B A
CHAMBER LS
4# PROVIDE INSULATION FOR EXIT PIPING 25' 10YR 5/6 13" 10YR 4/3
AS NECESSARY
- ACr0VENFIN. GRADE C1 _ B
40 MIL POLY VINYL AND USE ADJ. WATER MS LS
ALARM AND CONTROL PANEL -An,
TO BE INSTALLED INSIDE EL ll.o' 1� 0" MASTIC ON INSIDE OF AT EL. 5.0' 39" 9S. WAT 1 OYR 5/6
BUILDING. ALARM TO BE ON INV. IN 7.15' AINM WALL (TIDALLY. 4.25'
SEPARATE CIRCUIT FROM PUMP SSURE LINE 'ec INFLUENCED)1000 GAL. H-20 S2.5Y 5/6 34"
700 GAL.+TO GRAIN BACK TO PC 72"
ALARM ON RESERVELE (6) /3 BARS CONT. FOR ,
FLOAT SWITCH ALVE HORIZONTALREINFORCEMENT 45" OBS. WATER 4.25SETTINGS, PUMP ON 4' WORKING RANGE LER 'WASTEMATE' 5.0'r EL8.0' r'2 C1
4'ERSIBLE MODEL Me62 1/2 HP PUMP 6.0'y.PUMP OFF 8'TEM (OR EQUAL) � �' i3 BARS t2' O.C. FOR vFRTICALMS
•: REINFORCEMENT CS.
".`6 °Iz 2.5Y 5/6
PROVIDE VENT WITH CHARCOAL FILTER UMP CHAMBER 2.5Y 6/4
AND BUGSCREEN (FlNAL PLACEMENT WITH:
HOMEOWNER CONSULTATION) 5,0• BASE EL
(NOT TO SCALE)..e
WATERPROOF EXIST.
BLDG. '•
RITE CC ,, -')Y
ZONING DISTRICT: R25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
FLOOD ZONE: Al2 EL. 11
BENCH MARK - TOP OF
CONC BOUND ELEV. = 8.2
+ 7.4 I
/
1759
/
+7.0
Y�0 Oa �'s o 1
�7+ti i 9.9
7.1
+7. 1.8 \ \ y 6.
" 44 s<I 1,
04-084
ry
2g•
0
POOL
WATERLINE TO BE SLEEVED
WHERE WITHIN 10' OF
SEPTIC SYSTEM
COMPONENTS.
BUOYANCY CALCS:
1500 GSL H-20 TANK WGT: 21230 LBS
2.25 x 11 x 6.17 x 62.4 - 9529 LBS (OKAY)
1000 GSL H-20 TANK WGT: 14500 LBS
2.35 x 9 x 5.25 x 62.4 - 6929 LBS (OKAY)
FT.
5.1
r 189
io
>7
o,
N
18.3'
DETAIL OF LEACH FIELD (452 SF)
- = 15'
REQUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
COMPLETE-
2.
OMPLETE2. 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 506-362-4541
tax 508 362-9660
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675
TITLE S SITE PLAN
OF 40 SALT MARSH LANE
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: MICHAEL FIELDS
30 0 30 60
SCALE: 1" = 30' DATE: JULY 14, 2004
REV 10/20/04 (SETBACK)
lZ/3loy'CBuoYwAu/ Cw/Li
«,�
DATE
8.3
SOIL 108"
� 108"
\'_ATURAL
NOTES:
+7.7
9.a
(NTS)
CONC. RET. WALL (
(RM 21)
100.0 PROPOSED SPOT ELEVATION
PROP. GONG.
RETAINING WALL
1
1.
1.
DATUM IS
100x0 EXISTING SPOT ELEVATION
T.O.W. EL 11.0'
+6.4
I
2.
MUNICIPAL WATER IS AVAILABLE
100 PROPOSED CONTOUR
16
.
-_. . _..
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT AL�.O`yb�Ev - j -
- J.
TC. 1, - B POR F'0C0'
fV111•i iivi.i ivi FI' -DI FIllO It7 of r/C" rug vv.
10
--..
- ,00 - EXISTING CONTOUR
C.
/
+ 7 /00,
110 = 330
DESIGN FLOW: 3 BEDROOMS (-GPD) GPD
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
EXIST
+
o�
+5.6
USE A 330 GPD DESIGN FLOW
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
DWELL
o
1
+ e�.
o
=
SEPTIC TANK: 330 GPD ( 2 ) = 660
ENVIRONMENTAL CODE TITLE V.
� /
ti I
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
5' REMOVAL OF UNSUITABLE SOIL0,0'.4,
0'0•
Y
USE A 1500 GALLON SEPTIC TANK
TO BE USED FOR ANY OTHER PURPOSE.
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
3
I
1
�'-
�•
/
/
5'0 LEACHING:
B.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
SUITABLE SOIL LAYER. REPLACE 2
WITH CLEAN MED. SAND. ENGINEER co
/
ro
9.5
\
+o•
/
•�'
-
'�` - - SIDES: N/A
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
TO INSPECT AND CERTIFY
REMOVAL
M
M
/457
\ n
F �o
,4
rr
/ 36.
/
8 AREA = 452 SF (0.74 G/SF) = 334 GPD
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
tv a 0
(RES
�, 9D
q
/ /
BOTTOM:
FROM BOARD OF HEALTH.
0
c
7 0
��
//
'I` TOTAL: 452 S.F. 334 GPD
10..ELECTRICAL
PERMIT REQUIRED
RETAINING WALLS
DESIGNED BY OTHERS
2
o
P
W
/
USE LEACH FIELD OF 10 STANDARD INFILTRATORS WITH
11.
CONCRETE WALL AND SEPTIC INSPECTIONS/CERTIFICATIONS REQ(VERTI'D.
CAL TIE RET. +
G �-
,M
/
�`/� 1
a.7
MARSH
a.6
STONE (SEE DETAIL)
*PROVIDE ENGINEER 24 HRS' NOTICE.
WALL)
+ e
p6Q
+5.6 y�o
�+
a*
0
12GUTTERS AND DOWNSPOUTSDIRECTED
TO DRY WELLS STONE TRENCHES
BENCH MARK - TOP OF
CONC BOUND ELEV. = 8.2
+ 7.4 I
/
1759
/
+7.0
Y�0 Oa �'s o 1
�7+ti i 9.9
7.1
+7. 1.8 \ \ y 6.
" 44 s<I 1,
04-084
ry
2g•
0
POOL
WATERLINE TO BE SLEEVED
WHERE WITHIN 10' OF
SEPTIC SYSTEM
COMPONENTS.
BUOYANCY CALCS:
1500 GSL H-20 TANK WGT: 21230 LBS
2.25 x 11 x 6.17 x 62.4 - 9529 LBS (OKAY)
1000 GSL H-20 TANK WGT: 14500 LBS
2.35 x 9 x 5.25 x 62.4 - 6929 LBS (OKAY)
FT.
5.1
r 189
io
>7
o,
N
18.3'
DETAIL OF LEACH FIELD (452 SF)
- = 15'
REQUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
COMPLETE-
2.
OMPLETE2. 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 506-362-4541
tax 508 362-9660
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675
TITLE S SITE PLAN
OF 40 SALT MARSH LANE
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: MICHAEL FIELDS
30 0 30 60
SCALE: 1" = 30' DATE: JULY 14, 2004
REV 10/20/04 (SETBACK)
lZ/3loy'CBuoYwAu/ Cw/Li
«,�
DATE