HomeMy WebLinkAbout38 Winter Street - Site PlanTOP HOUSE FNDN, AT EL 33.8' SYSTEM PROFILE
TOP GARAGE SLAB FNDN. AT EL 32.5' (Norr To SCALE)
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3' OF FIN. � GRADE
MINIMUM .75' OF COVER OVER PRECAST FWITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
'A-29.75'
=29.52'
29.27' 29.1'
1000 GAL..
( 2.5x SLOPE)
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH = �_
OUTLET DEPTH 14"
A=19'
FOUNDATION— B=10' — SEPTIC TANK
LEGEND
PROPOSED 1500
Iff/LL.LON SEPTIC TANK
(DUAL COMPARTMENT)
H-10
C CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [211
H-20 DBOX
(j—x SLOPE)
RUN PIPE LEVEL
FOR FIRST 2'
2' DOUBLE WASHED PEASTONE
OR GEOTEXTILE FABRIC
3/4" TO 1 1/2" DOUBLE WASHED STONE
(3) H-20 500 GAL CHAMBERS
(� X SLOPE)
20' D' BOX 21'
'THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
100.0 PROPOSED SPOT ELEVATION
+100.00 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
100 EXISTING CONTOUR
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, R.S., SE2755
WITNESS: AMY VON HONE, R.S., C.H.O.
DATE: NOVEMBER 20, 2007
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS P#
12"
Q
A
LS
1OYR 4/2
ELEV.
31.5'
B
LS
36"1 OYR 6/6 128.5'
C
MS
2.5Y 7/4
0"
12"
32"
Q
A
LS
1OYR 4/2
B
LS
1OYR 6/6
C
2.5Y 7/4
120"1 121.5' 120"
NO GROUNDWATER ENCOUNTERED
DCE #07-303
ELEV.
32.0'
HIGH
ON S1
LEACHING
FACILITY
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
NOTES
(SEE VENT NOTE ON
PUN) 1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
3' MAX.
I m
COMPARTMENT TANK TO BE AASHO H-10, DBOX & 500
'
29:2�65'
GALLON CHAMBERS TO BE H-20.
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 WORK ONLY AND NOT TO
3/4" TO 1 1/2" DOUBLE WASHED STONE
(3) H-20 500 GAL CHAMBERS
(� X SLOPE)
20' D' BOX 21'
'THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
100.0 PROPOSED SPOT ELEVATION
+100.00 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
100 EXISTING CONTOUR
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, R.S., SE2755
WITNESS: AMY VON HONE, R.S., C.H.O.
DATE: NOVEMBER 20, 2007
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS P#
12"
Q
A
LS
1OYR 4/2
ELEV.
31.5'
B
LS
36"1 OYR 6/6 128.5'
C
MS
2.5Y 7/4
0"
12"
32"
Q
A
LS
1OYR 4/2
B
LS
1OYR 6/6
C
2.5Y 7/4
120"1 121.5' 120"
NO GROUNDWATER ENCOUNTERED
DCE #07-303
ELEV.
32.0'
HIGH
ON S1
LEACHING
FACILITY
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
5' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED LOCUS MAP
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH. SCALE: 1" = 2,000'±
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ASSESSORS MAP 107 PARCEL 43
BOTTOM TH-1 EL. 21.5' DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCUS IS NOT WITHIN APD (ZONE II)
COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
>YSTEM DESIGN:
IRBAGE DISPOSER IS NOT ALLOWED
:SIGN FLOW. 4 BEDROOMS ® 110 GPD = 440 GPD
iE A 440 GPD DESIGN FLOW
:PTIC TANK: 440 GPD (2) = 880
;E A 15GO GAL SEPTIC TANK (OLIA.L COMPARTMENT)
:ACHING:
DES: 2 (33.5 + 12.83) 2 (.74) = 137 GPD
)TTOM 33.5 x 12.83 (.74) = 318 GPD
)TAL: 615 S.F. 455 GPD
iE (3) 500 GAL LEACHING CHAMBERS (ACME OR EQUAL)
TH 4' STONE ALL AROUND
, MA
PROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
38 WINTER ST.
ARMOUTH (PORT), MA
PREPARED FOR .
JAMES MILANO
DATE: NOVEMBER 20, 2007
off 508-362-4541
fax 508 362-9880
down cape engineering, inc.
C/V IL ENGINEERS
LAND SURVEYORS
939 Main Street — YARAAOUTh/PORT, MASS.
07-303 HISTORIC -15 ft setbacks.DWG (DDF)
NOTES
(SEE VENT NOTE ON
PUN) 1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
3' MAX.
4. DESIGN LOADING FOR PROPOSED PRECAST DUAL
COMPARTMENT TANK TO BE AASHO H-10, DBOX & 500
'
29:2�65'
GALLON CHAMBERS TO BE H-20.
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 WORK ONLY AND NOT TO
BE USED FOR LOT UNE STAKING OR ANY OTHER PURPOSE.
8 PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
5' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED LOCUS MAP
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH. SCALE: 1" = 2,000'±
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ASSESSORS MAP 107 PARCEL 43
BOTTOM TH-1 EL. 21.5' DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCUS IS NOT WITHIN APD (ZONE II)
COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
>YSTEM DESIGN:
IRBAGE DISPOSER IS NOT ALLOWED
:SIGN FLOW. 4 BEDROOMS ® 110 GPD = 440 GPD
iE A 440 GPD DESIGN FLOW
:PTIC TANK: 440 GPD (2) = 880
;E A 15GO GAL SEPTIC TANK (OLIA.L COMPARTMENT)
:ACHING:
DES: 2 (33.5 + 12.83) 2 (.74) = 137 GPD
)TTOM 33.5 x 12.83 (.74) = 318 GPD
)TAL: 615 S.F. 455 GPD
iE (3) 500 GAL LEACHING CHAMBERS (ACME OR EQUAL)
TH 4' STONE ALL AROUND
, MA
PROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
38 WINTER ST.
ARMOUTH (PORT), MA
PREPARED FOR .
JAMES MILANO
DATE: NOVEMBER 20, 2007
off 508-362-4541
fax 508 362-9880
down cape engineering, inc.
C/V IL ENGINEERS
LAND SURVEYORS
939 Main Street — YARAAOUTh/PORT, MASS.
07-303 HISTORIC -15 ft setbacks.DWG (DDF)