App# 5134;,
t
d
l
I
99-346
HIGH PT.
S 1 SLD1PROFILE
1L E
PROP TOP FNDN. = 33.0' 1 _l
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOl TO SCALE)
ACCESS COVER (WATERTIGHT) TO
- TE-.. 25.5 MINIMUM .75' OF COVER OVER PRECAST WITHIN 5" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
.PROPOSED 1500
GALLON SEPTIC
23.61' TANK (H– 10 )
24.0'
( 2 % SLOPE) 4'
DEPTH OF FLOW =
TEE SIZES:
RUN PIPE LEVEL
=jIlf FOR FIRST 2'
23.36'
GAS .27'
BAFFLE ����
2.44'
6” CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
(1—% SLOPE) (� % S�-OPE)
D' BOX
JDATION TO BE 0.6'
2" DOUBLE WASHED PEASTONE
M M M
3/4" TO 1 1/2" DOUBLE WASHED STONE
4Y BE NECESSARY DUE
)ILS ENCOUNTERED IN THE
)L` ARE TO BE
-AI; 5".NJ/ 0MOVED
12'
LEACHING
FACILITY
26.0'
3' MAX.
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 &III SOILS P#
TEST
LEGEND
100.0
PROPOSED SPOT ELEVATION
100x0
EXISTING SPOT ELEVATION
ENGINEER:
100
Q
PROPOSED CONTOUR
RS
DATE: 11/10/99
lo()—
EXISTING CONTOUR
—
>>
> 8" DIAM. TREE
PERC. RATE _
DWELLING FOOTPRINT: 1488 SF
99-346
HIGH PT.
S 1 SLD1PROFILE
1L E
PROP TOP FNDN. = 33.0' 1 _l
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOl TO SCALE)
ACCESS COVER (WATERTIGHT) TO
- TE-.. 25.5 MINIMUM .75' OF COVER OVER PRECAST WITHIN 5" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
.PROPOSED 1500
GALLON SEPTIC
23.61' TANK (H– 10 )
24.0'
( 2 % SLOPE) 4'
DEPTH OF FLOW =
TEE SIZES:
RUN PIPE LEVEL
=jIlf FOR FIRST 2'
23.36'
GAS .27'
BAFFLE ����
2.44'
6” CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
(1—% SLOPE) (� % S�-OPE)
D' BOX
JDATION TO BE 0.6'
2" DOUBLE WASHED PEASTONE
M M M
3/4" TO 1 1/2" DOUBLE WASHED STONE
4Y BE NECESSARY DUE
)ILS ENCOUNTERED IN THE
)L` ARE TO BE
-AI; 5".NJ/ 0MOVED
12'
LEACHING
FACILITY
26.0'
3' MAX.
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 &III SOILS P#
TEST
HOLE
LOGS
M.S.
FARIA,
SE
ENGINEER:
0"
Q
WITNESS: AMY VON HONE,
RS
DATE: 11/10/99
—
25.4'
C
FAILED
DWELLING FOOTPRINT: 1872 SF
PERC. RATE _
DWELLING FOOTPRINT: 1488 SF
NO INCREASE IN
CLASS III
SOILS
P#
Q ELEV.
0/A
SL
10YR 3/3
B
SL
10YR 5/8
C
SILT LOAM
10YR 6/1
10YR 5/8
POCKETS
SAND AND
BOULDERS
PERCHED
WATER IN
SAND
POCKET
F A I L E D
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT PP -t LOWED )
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
APPROVED DATE
BOARD OF HEALTH
MA
N
ELEV,
ASSESSORS
MAP 122 PARCEL 93
ELEV.
R-40
ELEV.
s
Q
ELEV.
0"
Q
29.6' 0"
2
Q
26.1' �'
—
25.4'
C
_
DWELLING FOOTPRINT: 1872 SF
A
DWELLING FOOTPRINT: 1488 SF
NO INCREASE IN
IMPERVIOUS SURFACE IS
PROPOSED
A
SANDY LOAM
LOAM (FILL)
12"
SL
5"
10YR 4/4
9"
e
�
B
LS
2.5Y 6/4
SL
10YR 4/2
SL
.SYR 5/6
24"
OXIDE–STAINED
43"
24„
SAND
241'
LS
2.5Y 6/4
7.5YR 5/8
C
30„
22.9'
C
M—F LOAMY
SAND
C
SILT LOAM
per[ 0 60"
2.5Y 6/6
pert @ 60"
FS
2.5Y 7/4
133"
obs. water
144"
120"
1 16.1' 132"
14.4
F A I L E D
NO WATER FOUND
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT PP -t LOWED )
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
APPROVED DATE
BOARD OF HEALTH
MA
N
ELEV,
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 NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
rDflm oonpT 11!.- !IFAI__Tt-i.
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..
I.
SITE AND SEWAGE PLAN
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)
HOF Mgff �yV`g.VYH 01 Mq`���
ARNE q�ti g� ARNE
CIVIL h
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h.
OJA L.S. ( DATE
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
APPROVED
YP,RMOIJT11 CO„`b^ITTEF s A
OKHP,D
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