HomeMy WebLinkAbout67 Balsam Way - Site Plan 2TOP FIIDN. AT EL. 61.0' SYSTEM PROFILE
., ACCESS COVER TO WITHIN 6" OF FIN, GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
�5970'MINIMUM .75' OF COVER OVER PRECAST J' WITHIN 6" OF FIN. GRADE
I RUN PIPE LEVEL
FOR FIRST 2'
PROPOSED 1500
GALLON SEPTIC 55.75'
56.0' TANK (H- 10 ) GAS-
BAFFLE 54.67'4.50'
54.17
(-L'-% SLOPE) �_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21) MIN
DEPTH OF FLOW = 4 ( •7% SLOPE) (___L7 % SLOPE)
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH = 14
FOUNDATION- 17' SEPTIC TANK
u { 50.3
ENCHMARK; TOP C':)NC. BOUND
r EL. 55.7'
56-
51,
)2-132
51.3
Tt 123
r
-�
63'
D' BOX
52.2 �
11 y.
11, �
111.
43.9
/ 54.6
OLIA ROAD
M
- AC
5655.8
i
1,
ij�W
-7 j 060.7
0} 0
rn
zD' \
n '1
tQ
DWELL. ,
--W60.011
+ 56.3
i6s 57
62- - +61.9
-63- 9
- --\_ +
+ 64.3 Eq
+ 64.7 LOT AREA
55,093± SQ. FT. �0. _
6850 1 8 4
0 55' 6a 6
� s � FENCE
00 ss INK
<n C14
27 SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
r w w w w w
3/4" TO 1 1/2" DOUBLE WASHED STONE
In
LEACHING
FACILITY
58.0'
3' MAX.
55.0'
11.17'
41.0'
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE
WITNESS: LEE McCONNELL
DATE: 2/28/02
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
fid
i,
OYR
OYR
ELEV.
z
2"
NO
DESIGN
w
0 & A
2.
0 & A
USF A
w
ww
E
E
w
TANK: 3=0
w w
��wwww
w
w
w
w
w
LS
w
LS
5/6
w
w
w
w
w
w
2.
w
ED/COS
3/4" TO 1 1/2" DOUBLE WASHED STONE
In
LEACHING
FACILITY
58.0'
3' MAX.
55.0'
11.17'
41.0'
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE
WITNESS: LEE McCONNELL
DATE: 2/28/02
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
fid
i,
OYR
OYR
ELEV.
z
2"
55,L 0"
DESIGN
FLOVJ: 3_
0 & A
2.
0 & A
USF A
6"
1
E
E
FS
TANK: 3=0
FS
6/2
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 1 G_
1 Y 6/4
B
B
LS
PIPE JOINTS TO BE MADE WATERTIGHT.
LS
5/6
52.7' 36"
1OYR 5/6
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
M
C1
C
2.
LS
ED/COS
9.83) 2 (.74) = 117.9
2.5Y 6/6
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
60"
C2
5Y 6/6
TO BE USED FOR ANY OTHER PURPOSE.
BOTTOM: 30
x 9.83 (.74) = 218.2
MED/COS
PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC.
TOTAL:
2.5Y 6/6
2"
5"
132"
NO WATER ENCOUNTERED
52.0'
41.0'
R.
LOCUS
ROUTE 6-,'`l
LOCUS MAP SCALE 1"= 1000'
ASSESSORS MAP PARCEL
ZONING DISTRICT: R 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. -
FLOOD ZONE: C
_NOTES:
SEPTIC
DESGN:
(GARBAGE DISPOSER IS NOT ALLOWED )
2"
DATUM IS NuVU
DESIGN
FLOVJ: 3_
BEDROOMS ( 110 GPD) = 330 GPD
2.
MUNICIPAL WATER IS AVAILABLE
USF A
6"
1
3
MINIMI IM PIPE PITCH TO BF 1/8" PE FrOT
SEPTIC
TANK: 3=0
GPD ( 2 ) = 660
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 1 G_
36"
1
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
USE A
®
SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
M
2.
t 26"
9.83) 2 (.74) = 117.9
45.2
2"
5"
132"
NO WATER ENCOUNTERED
52.0'
41.0'
R.
LOCUS
ROUTE 6-,'`l
LOCUS MAP SCALE 1"= 1000'
ASSESSORS MAP PARCEL
ZONING DISTRICT: R 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. -
FLOOD ZONE: C
_NOTES:
SEPTIC
DESGN:
(GARBAGE DISPOSER IS NOT ALLOWED )
1.
DATUM IS NuVU
DESIGN
FLOVJ: 3_
BEDROOMS ( 110 GPD) = 330 GPD
2.
MUNICIPAL WATER IS AVAILABLE
USF A
-330 ,GPD
DESIGN FLOW
3
MINIMI IM PIPE PITCH TO BF 1/8" PE FrOT
SEPTIC
TANK: 3=0
GPD ( 2 ) = 660
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 1 G_
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
USE A
1500
_50D GALLON
SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
2(30 +
9.83) 2 (.74) = 117.9
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
SIDES:
TO BE USED FOR ANY OTHER PURPOSE.
BOTTOM: 30
x 9.83 (.74) = 218.2
8.
PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC.
TOTAL:
454 S.F.
336.1 GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE (3
)- 500 GAL.
LEACHING CHAMBERS (ACME OR
FROM BOARD OF HEALTH,
EQUAL)
WITH 2.5'
STONE AT SIDES AND 2.25' AT
10. WATER TEST D'BOX FOR LEVELNESS
LEGEND
100.0 PROPOSED SPOT ELEVATION
59
+ 59.6
100x0 EXISTING SPOT ELEVATION
_ 100 PROPOSED CONTOUR
0
100- EXISTING CONTOUR
BOARD OF HEALTH
, MA
APPROVED DATE
'- 62
off 508-362-4541
.62 6 fax 508 362-9880
1 t -_ I
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
Li
939 main St. yarmouth, ma 02675 `
TITLE 5 SITE PLAN
OF
COR. BALSAM WAY & MAGNOLIA RD
IN THE TOWN OF:
YARMOUTH(PORT)
PREPARED FOR: RICHARD QUIRK
40 0 40 8o 120
SCALE: 1" - 40' DATE: JUNE4, 2002
t �I Mq
i���NU1M
rr_ �
ANNE s
H. o oJn1.n
OJ.4LA e -' y I
No. 2634❑ o-1
E H.
P.L.S. DATE