HomeMy WebLinkAbout18 Spinnaker Lane - Site & Sewage Plan 2I
SEPTIC PROFILE _ TEST HOLE LOGS
T.O.F. AT EL. 34.0'(NOT TO SCALD A H OJALA, PE
4 ACCESS COVER TO WITHIN 6' OF FIN. GRADE - - ENGINEER:
ACCESS COVER (WATERTIGHT) TO
WITHIN 6' OF FIN. GRADE,- WITNESS: AMY VON HONE, RS; BRUCE MURPHY, RS
%
MINIMUM -.75'OFCOVER OVER PRECAST 2SLOPE REQUIRED OVER SYSTEM
DATE: DECEMBER 9 1998
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE .__ -' ^
FOR FIRST 2' {V,l PERC. RATE _ < 2 MIN PER INCH
3' MAX.E�
PROPOSED 1900 \ 1a7 1 �rpnell�� 1
GALLON SEPTIC CLASS SOILS P#
Z? P�
TANK (H- 10 } GAS 1�—
..,. BAFFLE --Jl 000o c .,
o <� VARIES _
SLOPE) �6' CRUSHED STONE OR MECHANICAL f T7 ELEV. C�333�
COMPACTION. (15.221 (21) $ 0.58' o _ _ V" 29.69' p" 31.60'
O
DEPTH OF FLOW = 4 (_% SLOPE) (—% SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE
TEE SIZES:
INLET DEPTH lO"
I. OUTLET DEPTH = 14"
FOUNDATION— 10' — SEPTIC TANK
5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND LEACH
FACILITY, DOWN TO M/F LAYER. REPLACE WITH CLEAN MED.
SAND. ENGINEER TO INSPECT AND CERTIFY REMOVAL.
IF UNSUITABLE SOILS ENCOUNTERED IN AREA
OF FOUNDATION, FOUNDATION DRAINS MAY BE
NECESSARY.
D' BOX
no A 4 A
�0 GAR 33.0
1 \
LOT 4
10,618 sq.ft.
1 0.24 ac. 1 _
32'
R LA E
AgE , -
RESER \ f-._ 3?�.� SPINN
30.5
6° ? / BENCHMARK - CTR OF
C. BASIN EL = 28.81
1 1
3
1.71 u'
1
I
LEACHING
A A
SL SL
10YR 4/3 9" tOYR 4/3
9„ B
B
LS LS
FACILITY rr � 29 fib' „ 10YR 6/8
RTE. �q
10YR 6/8
30
.3
0 US
EXISTING SPOT ELEVATION
GQ
90
2
1.
s�
�r
gOCk �Q-
\\
\ LP
FS
MI
RSE 6
EXIT
8
40"
2.5Y 6/4
LOCUS MAP SCALE
1" = 2083'
28.3'
ASSESSORS MAP 103
\
LA
4.
1
/
-�
\ 1
I
PIPE JOINTS TO BE MADE WATERTIGHT.
/
21
PROP.
'
WITH M ASS.
N
2.5Y 5/3�
\
PATIO
33. 0
1
�6
30
TH2 I
Lf
_ 344
23 x 20.25 (.74)
8.
SIDE _
BOTTOM:
TH1
/
PROP. 3 BR
ti0
TOTAL: 465 S.F. 344 GPD
C3
REAR
DWELLING
72" ®
M/F
TH3
\
TF = 34.0'
\ \
2.5Y 7/4
ROY'S AND 0.75 AT ENDS
2.5Y 7/4
FLOOD ZONE: C
j
no A 4 A
�0 GAR 33.0
1 \
LOT 4
10,618 sq.ft.
1 0.24 ac. 1 _
32'
R LA E
AgE , -
RESER \ f-._ 3?�.� SPINN
30.5
6° ? / BENCHMARK - CTR OF
C. BASIN EL = 28.81
1 1
3
1.71 u'
1
I
LEACHING
A A
SL SL
10YR 4/3 9" tOYR 4/3
9„ B
B
LS LS
FACILITY rr � 29 fib' „ 10YR 6/8
RTE. �q
10YR 6/8
30
1_
P
0 US
EXISTING SPOT ELEVATION
GQ
90
2
1.
s�
�r
gOCk �Q-
FS
AVAILABLE
FS
MI
RSE 6
EXIT
8
40"
2.5Y 6/4
LOCUS MAP SCALE
1" = 2083'
30"
10YR 6/8
30
PROPOSED SPOT ELEVATION
- 100x0
EXISTING SPOT ELEVATION
Cl
PROPOSED CONTOUR
NOT ALLOWED
1.
C1
BOARD OF HEALTH
SEPTICDESIGN: (GARBAGE -)ISPOSER IS,—_ ) _
FS
AVAILABLE
FS
DESIGN FLOW: 3 BEDROOMS (110 GPD) = 330 GPD
2.
40"
2.5Y 6/4
26.35' 40"
2.5Y 6/4
28.3'
ASSESSORS MAP 103
PARCEL B15
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO
DISTRICT:
SEPTIC TANK: 330 GPD (2 ) = 660
��/7/—c/2ZONING
PIPE JOINTS TO BE MADE WATERTIGHT.
SILT LOAM71
15005.
USE A GALLON SEPTIC TANK
LOAM
YARD SETBACKS:
WITH M ASS.
_-__
2.5Y 5/3�
60„
2.5Y 5/3
26.6' FRONT =
7.
60"Z.
NOT TO BE
24.69'
USED FOR LOT LINE STAKING.
_ 344
23 x 20.25 (.74)
8.
SIDE _
BOTTOM:
9.
COMPONENTS NOT TO BE BACKFILLED OR CON
C3
TOTAL: 465 S.F. 344 GPD
C3
REAR
OBTAINED
72" ®
M/F
72" ®
M/F
PLAN REF. -
2.5Y 7/4
ROY'S AND 0.75 AT ENDS
2.5Y 7/4
FLOOD ZONE: C
j
120"
19.69' 120"
I
21.60'
--
-
NOTES:
NO WATER ENCOUNTERED
LEGEND
00.0
/1
PROPOSED SPOT ELEVATION
- 100x0
EXISTING SPOT ELEVATION
APPROXIMATED FROM DENNIS QUAD
PROPOSED CONTOUR
NOT ALLOWED
1.
DATUM IS
BOARD OF HEALTH
SEPTICDESIGN: (GARBAGE -)ISPOSER IS,—_ ) _
DATE
AVAILABLE
DESIGN FLOW: 3 BEDROOMS (110 GPD) = 330 GPD
2.
MUNICIPAL WATER IS
U£'E A330 GPD DESIGN FLOW
3.
MINIMUM PIPE PITCH TO BE 1 8" PER FOOT.
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO
E AASHO H- 10
SEPTIC TANK: 330 GPD (2 ) = 660
PIPE JOINTS TO BE MADE WATERTIGHT.
15005.
USE A GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACICORDANC
WITH M ASS.
_-__
ENVIRONMENTAL CODE TITLE V. i
LEACHING:
— N/A
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE
;IDES:
USED FOR LOT LINE STAKING.
_ 344
23 x 20.25 (.74)
8.
PIPE FOR SEPTIC SYSTEM TO SCH. O-4" PVC.
BOTTOM:
9.
COMPONENTS NOT TO BE BACKFILLED OR CON
EALED WITHOUT
TOTAL: 465 S.F. 344 GPD
INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED
USE LEACH FIELD OF 3 ROWS OF 3 STANDARD
FROM BOARD OF HEALTH.
_
INFI+-TRATORS EACH, WITH 4' STONE AT SIDES, 3' BETWEEN,
ROY'S AND 0.75 AT ENDS
j
®ou
it
I
�J
SITE AND --SEWAGE PLAN
OF L 0 T 4 S, NN KER L. A NE
IN THE TOWN OF:
YA THI(POR
PREPA ED FO : UBL I N CONS TR C TION
0 0 20 40 60
MA \SCALE: 1 = 20 DATE: DECEMBER 15,
off 508-362-4541
fox 508 362-9880
�10 Of 4%
down cape engineering, Inc. ori ARNE �
v OJA LA s ..
CIVIL ENGINEERS 9 No. 263afl o
LAND SURVEYORS Esso TC, TIRE"
939 main St. yarmouth," ma 02675 ARNE K. 0✓A
P.E., P.L.S.
LEGEND
00.0
/1
PROPOSED SPOT ELEVATION
- 100x0
EXISTING SPOT ELEVATION
- 100
PROPOSED CONTOUR
— — 100--
EXISTING CONTOUR
BOARD OF HEALTH
APPROVED
DATE
SITE AND --SEWAGE PLAN
OF L 0 T 4 S, NN KER L. A NE
IN THE TOWN OF:
YA THI(POR
PREPA ED FO : UBL I N CONS TR C TION
0 0 20 40 60
MA \SCALE: 1 = 20 DATE: DECEMBER 15,
off 508-362-4541
fox 508 362-9880
�10 Of 4%
down cape engineering, Inc. ori ARNE �
v OJA LA s ..
CIVIL ENGINEERS 9 No. 263afl o
LAND SURVEYORS Esso TC, TIRE"
939 main St. yarmouth," ma 02675 ARNE K. 0✓A
P.E., P.L.S.