Decision 3588 - Site and Sewage PlanLEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
`!� > 8" DIAM. TREE
99-346
HIGH PT.
PROP TOP FNDN. = 33.0' SYSTEM PROFILE
ACCESS -COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
25.5' MINIMUM .75' OF COVER OVER PRECAST r WITHIN 6" OF FIN. GRADE
00
GALLPROPOSED SEPTI
'TANK •
CRUSHED STONE OR MECHANICAL
IPACTION. (15.221 (23) --
( I % SLOPE)
RUN PIPE LEVEL
/FOR FIRST 2'
( 1 % SLOPE)
INDATION TO BE 0.6'
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
AY BE NECESSARY DUE
OILS ENCOUNTERED IN THE
TEST HOLE LOGS
ENGINEER: M.S. FARIA SE
26.0' WITNESS: AMY VON HONE, RS
DATE: 11/10/99
3' MAX. PERC. RATE _ - FAILED
23.0' CLASS III SOILS P#
5.77'
14.4'
TEST HOLE LOGS
ENGINEER: A.H. OJALA, PE
WITNESS: AMY VON HONE. RS & BRUCE MURPHY, RS
DATE: 11/29/99
PERC. RATE _ <2 MIN/INCH (FINE SAND)
CLASS I &ill SOILS P#
IN
4
0/A
SL
10YR 3/3
B
SL
10YR 5/8
C
SILT LOAM
10YR 6/1
1OYR 5/8
POCKETS
SAND AND
BOULDERS
PERCHED
WATER IN
SAND
POCKET
F A I L E D
ELEV.
0000
0000
0x00
ELEV.
IT
0
0
0
0000
0000
0000
ELEV.
0"
_
z'
3/4" TO
1
1/2" DOUBLE
WASHED
STONE
A
12'
LEACHING
SANDY LOAM
FACILITY
LOAM (FIL.L).
AY BE NECESSARY DUE
OILS ENCOUNTERED IN THE
TEST HOLE LOGS
ENGINEER: M.S. FARIA SE
26.0' WITNESS: AMY VON HONE, RS
DATE: 11/10/99
3' MAX. PERC. RATE _ - FAILED
23.0' CLASS III SOILS P#
5.77'
14.4'
TEST HOLE LOGS
ENGINEER: A.H. OJALA, PE
WITNESS: AMY VON HONE. RS & BRUCE MURPHY, RS
DATE: 11/29/99
PERC. RATE _ <2 MIN/INCH (FINE SAND)
CLASS I &ill SOILS P#
IN
4
0/A
SL
10YR 3/3
B
SL
10YR 5/8
C
SILT LOAM
10YR 6/1
1OYR 5/8
POCKETS
SAND AND
BOULDERS
PERCHED
WATER IN
SAND
POCKET
F A I L E D
ELEV.
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: 2(30 + 9.83) 2 (.74) = 118
BOTTOM: 30 x 9.83 (.74) = 218
TOTAL: 454 S.F. 336 GPD
USE (3) 500 GAL. ACME OR EQUAL LEACHING CHAMBERS
WITH 2.5' STONE AT SIDES AND 2.25' AT ENDS
BOARD OF HEALTH
, MA
APPROVED DATE
is
ELEV.
6
LOCATION MAP NO SCALE
ASSESSORS MAP 122 PARCEL 93
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. -
FLOOD ZONE: C
AREA OF EXIST. DWELLING FOOTPRINT: 1872 SF
AREA OF PROP. DWELLING FOOTPRINT: 1488 SF
NO INCREASE IN IMPERVIOUS SURFACE IS
PROPOSED
NOTES:
1. DATUM IS APPROXIMATED FROM DENNIS QUAD
2. MUNICIPAL WATER IS EXISTING
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 WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC.
9. COMPONENTS NOf 0 BE Bh n ILLED E; CL7NCF_ ! ED WiT; L!T
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH,
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. WATER TEST D'BOX FOR LEVELNESS +r;
SITE AND SEWAGE PLAN
r`
OF ##4 SUMMER STREET (3 BR DWELLING ONLY)
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: DOUG HEYWOOD
30 0 30 60 90
SCALE: 1" = 30' DATE: DECEMBER 3, 1999
REV. 12/13/99 (DIMS)
r
• t DATE
�J'-
CD
c,
4-
7)
off 508-362-4541
lox 506 362-9680
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
3588- o
Q
ELEV.
IT
ELEV.
Q
ELEV.
0"
_
29.6' 0"
26.1' 0"
25.4'
-
A
A
SANDY LOAM
LOAM (FIL.L).
OLS ARE TO BE 12"
SL
5"
10YR 4/4
9"
B
EAN SAND/REMOVED
B
LS
A
2.5Y 6/4
SL
SL
7.5YR 5/6L4„
10YR 4/2
OXIDE -STAINED
B
43"
24"
SAND
24.1'
LS
2.5Y 6/4
7.5YR 5/8
C
30"
22.9'
C
M -F LOAMY
SILT LOAM
pert ®60"
SAND
C
2.5Y 6/6
perc ®60"
FS
2.5Y 7/4
133"
obs. water
144"
120"
16.1' 132"
14.4
F A 1 l E D
NO WATER FOUND
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: 2(30 + 9.83) 2 (.74) = 118
BOTTOM: 30 x 9.83 (.74) = 218
TOTAL: 454 S.F. 336 GPD
USE (3) 500 GAL. ACME OR EQUAL LEACHING CHAMBERS
WITH 2.5' STONE AT SIDES AND 2.25' AT ENDS
BOARD OF HEALTH
, MA
APPROVED DATE
is
ELEV.
6
LOCATION MAP NO SCALE
ASSESSORS MAP 122 PARCEL 93
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. -
FLOOD ZONE: C
AREA OF EXIST. DWELLING FOOTPRINT: 1872 SF
AREA OF PROP. DWELLING FOOTPRINT: 1488 SF
NO INCREASE IN IMPERVIOUS SURFACE IS
PROPOSED
NOTES:
1. DATUM IS APPROXIMATED FROM DENNIS QUAD
2. MUNICIPAL WATER IS EXISTING
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 WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC.
9. COMPONENTS NOf 0 BE Bh n ILLED E; CL7NCF_ ! ED WiT; L!T
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH,
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. WATER TEST D'BOX FOR LEVELNESS +r;
SITE AND SEWAGE PLAN
r`
OF ##4 SUMMER STREET (3 BR DWELLING ONLY)
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: DOUG HEYWOOD
30 0 30 60 90
SCALE: 1" = 30' DATE: DECEMBER 3, 1999
REV. 12/13/99 (DIMS)
r
• t DATE
�J'-
CD
c,
4-
7)
off 508-362-4541
lox 506 362-9680
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
3588- o