HomeMy WebLinkAbout67 Balsam Way - Site PlanSYSTEM PROFILE TEST HOLE LOGS
TOP FI IDN. AT EL. 61.0' NOT TO SCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE - ARNE H. OJALA, PE
ACCESS COVER (WATERTIGHT) To ENGINEER:
59 0' MINIMUM .75' OF COVER OVER PRECAST % WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 58.0' WITNESS: LEE McCONNELL
2" DOUBLE WASHED PEASTONE DATE: 2/28/02
V�Q.IL RUN PIPE LEVEL
FOR FIRST 2' \ 3' MAX. NERC. RATE _ < 2 MIN/INCH
PROPOSED
GALLON SEPTIC 55 75'A 55.0' CLASS I SOILS P f/
56.Q TANK (H- 10
11 )
(_% SLOPE)
DEPTH OF FLOW = 4-
TEE SIZES:
INLET DEPTH z 10"
OUTLET DEPTH 14
FOUNDATION-
BENCHMARK: TOP (ONC. BOUND
AT EL. 55.7'
GAs L--- 54.50'
BAFFLE 54.67'
CRUSHED STONE OR MECHANICAL
IPACTION. (15.221 21) MIN
( 17% SLOPE) (--L% SLOPE)
17' - SEPTIC TANK
c + 50.3
51.3
46.9
+A'a2
�1 55.7 . 55
66
56- --
58-' lI
5�t��l
0
90
02-132
TH2
�hry
60.
m �
Sg
i
+
Ao �h
PROP.
DWELL.
2.3
i
i
5 �
20
6z
63 -
+
63'
3/4" TO 1 1/2" DOUBLE WASHED STONE
D' BOX 18' LEACHING
FACILIT'
OAD
MA�NDLIA R
55.6
6�
59.0
o + 60.7
+ 56.3
165
+ 60.4
61.9
+, 64.3 6q
LOT AREA
55,093± SQ. FT. Dat
6850 18 r
6y \ RL'155' 64.6
5.5 s I� L1K FENGE
ro
+ 59.6
0
52.17'
11.17'
41.0
Q ELEV.
(1" SF 7'
0 & A
2"
LS
I 41.0
E
36"
FS
49.0'
NO WATER ENCOUN'ERED..
10YR 6/2
_
6"
."mS
1.
DATUM IS NGVD
B
')ESI
60"
LS
t
t
t
52.7'
C
330 GPD DESIGN FLOW
®
MIN,MUM PIPE PITCH f0 dL 1/8' PEH 1001. +
SEPTIC
_
MED/COS
t
3/4" TO 1 1/2" DOUBLE WASHED STONE
D' BOX 18' LEACHING
FACILIT'
OAD
MA�NDLIA R
55.6
6�
59.0
o + 60.7
+ 56.3
165
+ 60.4
61.9
+, 64.3 6q
LOT AREA
55,093± SQ. FT. Dat
6850 18 r
6y \ RL'155' 64.6
5.5 s I� L1K FENGE
ro
+ 59.6
0
52.17'
11.17'
41.0
Q ELEV.
(1" SF 7'
0" 2 52.0'
2"
0 & A
E
FS
5 1 10YR 6
0 & A
2"
LS
I 41.0
E
36"
FS
49.0'
NO WATER ENCOUN'ERED..
10YR 6/2
ROUTE
6"
LS
1.
DATUM IS NGVD
B
')ESI
60"
LS
LOCUS MAP
36"
tOYR 5/6
52.7'
C
330 GPD DESIGN FLOW
®
MIN,MUM PIPE PITCH f0 dL 1/8' PEH 1001. +
SEPTIC
TANK: 330 GPD ( 2 ) = 660
MED/COS
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
2.5Y 6/6
5.
126"
USE A
45.2
0" 2 52.0'
2"
0 & A
E
FS
5 1 10YR 6
C2
MED/COS
2.5Y 6/6
B
' 132"° I
LS
I 41.0
1OYR 5/6
36"
NOTES:
49.0'
NO WATER ENCOUN'ERED..
C1
ROUTE
®
LS
1.
DATUM IS NGVD
2.5Y 6/6
')ESI
60"
2.
LOCUS MAP
C2
MED/COS
2.5Y 6/6
ASSESSORS MAP PARCEL
ZONING DISTRICT: R 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. -
FLOOD ZONE: C
' 132"° I
I 41.0
NOTES:
a
NO WATER ENCOUN'ERED..
ROUTE
SEPTIC
DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
1.
DATUM IS NGVD
LOCUS
')ESI
FL O'+r: HFDR00�4S f 110 GPD) = 330 GPD
2.
LOCUS MAP
SCALE 1"= 1000'
i.
-' -
ASSESSORS MAP PARCEL
ZONING DISTRICT: R 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. -
FLOOD ZONE: C
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 1 OD - EXISTING CONTOUR
TITLE 5 SITE PLAN
OF COR. BALSAM WAY &e MAGNOLIA RD
IN THE TOWN OF.-
YARMOUTH(PORT)
F:YARMOUTH(PORT)
PRE,OARED FOR: RICHARD QUIRK
4D 0 40 80 120
i i r
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
lo. 508 362-9880
1 t
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
fel
SCALE`: 1" - 40' DATE: JUNE4, 2002 10-3 -I l
I
hJ �
71
P.L.S. DATF.
(9-417
' 132"° I
I 41.0
NOTES:
NO WATER ENCOUN'ERED..
SEPTIC
DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
1.
DATUM IS NGVD
')ESI
FL O'+r: HFDR00�4S f 110 GPD) = 330 GPD
2.
MUINICIPAL WATER IS AVAILABLE _
-' -
USE A
330 GPD DESIGN FLOW
3.
MIN,MUM PIPE PITCH f0 dL 1/8' PEH 1001. +
SEPTIC
TANK: 330 GPD ( 2 ) = 660
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
-
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
USE A
1500 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
FPOM BOARD OF HEALTH.
EQUAL)
WITH 2.5' STONE AT SIDES AND 2.25' AT
10. WATER TEST D'BOX FOR LEVELNESS
ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 1 OD - EXISTING CONTOUR
TITLE 5 SITE PLAN
OF COR. BALSAM WAY &e MAGNOLIA RD
IN THE TOWN OF.-
YARMOUTH(PORT)
F:YARMOUTH(PORT)
PRE,OARED FOR: RICHARD QUIRK
4D 0 40 80 120
i i r
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
lo. 508 362-9880
1 t
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
fel
SCALE`: 1" - 40' DATE: JUNE4, 2002 10-3 -I l
I
hJ �
71
P.L.S. DATF.
(9-417