HomeMy WebLinkAbout14 Lakeland Ave Site Plan 2TOP FNDN. AT EL. 27.0'SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
26.8' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REOUIRED OVER SYSTEM
_>1 2" DOUBLE WASHED PEASTONE
RUN PIPE LEVEL
T�l
5.0/FOR FIRST 2'
XIST) PROPOSED 1500 //
GALLON SEPTIC 24.0'
24'25' TANK (H- 1D ) GAS
"'• BAFFLE 23.75'3.58'
(--L% SLOPE) 16" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF FLOW = 4 (-L% % SLOPE) (-2-7 SLOPE)
TEE SIZES:
PROP. ADDITIONS
INLET DEPTH 10"
-
115-L
14
(HATCHED AREAS)
+
OUTLET DEPTH =
SAVE BURNING BUSHES (THIS AREA)
FOUNDATION- 35'
SEPTIC TANK
25'
(MAX)
*THE INSTALLER SHALL VERIFY THE
25.1
15,657± Q. FT.
LOCATIONS OF ALL UTILITIES AND ALL
o
25.2
BUILDING SEWER OUTLETS AND ELEVATIONS
DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD
,
PRIOR TO INSTALLING ANY PORTION OF
USE A 330 GPD DESIGN FLOW
/
SEPTIC SYSTEM
/
ALL BUILDING SEWER OUTLETS MUST BE
/
` +
CONNECTED TO PROPOSED SYSTEM
/
/
USE--A,-!L00 GALLON SEPTIC TANK
^`�
263
LEA&ING:
25.1
2(30 + 9.83) 2 (.74)
= 117
25.2
L=32.6
R=25.
0W2s.o'
/
P.PINES
INV El.
30 x 9.83 (.74)
+ 25.2
'
DWELL.
tiA
7
4x.26.5
5.1
`0
0
PROP. DECK
/
(9•
25.4 �
1I- 24.2
w 03-073
+ 26.6
+ 26.1
TEST HOLE LuuS
PROVIDE INS+ :` TION PORT WITHIN 6" OF
FINISH GRADE ENGINEER; AH OJALA, PE
26.6 WITNESS: DAVE FLAHERTY
DATE: 4/24/03 c
7' t,AX. PERC. RATE _ < 2 MIN/INCH
-77 CLASS I SOILS' P#
-0000 U 0000
23.49' 0000 a 0000
OOEDO O OOOO Q ELEV.
111 2' OOOO O OOOO 21; 0.. 2fi�
3/4" TO 1 1/2" DOUBLE WASHED STONE
D' BOX 11'
26.7
LEACHING
FACILITY
15.6'
A
LS
7" 1OYR 3/2
B
LS
1OYR 5/6
36"
PERC
C
F/M
SAND
2.5Y 6/4
PROP. ADDITIONS
132
I
115-L
(HATCHED AREAS)
+
NO WATER ENCOUNTERED
SAVE BURNING BUSHES (THIS AREA)
LOT AR A
25.1
15,657± Q. FT.
'
o
CONC. BND. EL. = 26.6' 1
DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD
4" OAK
USE A 330 GPD DESIGN FLOW
252
` +
+ 26.3
-
USE--A,-!L00 GALLON SEPTIC TANK
263
LEA&ING:
2(30 + 9.83) 2 (.74)
= 117
25.2
L=32.6
R=25.
0W2s.o'
P.PINES
INV El.
30 x 9.83 (.74)
= 218
EXIST,
DWELL.
I
4x.26.5
TF -
27.0'
{ 25.1
\\
+ 26.3
USE Q) 500 GAL LEACHING CHAMBERS
(ACME OR
26.3
2.25' AT ENDS
\2
TWIN 12" OAKS
\
INV EL.:
{
\\
5.0'
0�R
25.0
+ 6.3 +
+
4
ski 25.0
+ .2
25.7 26.01 2
'F
i \
GARAGE
1I- 24.2
w 03-073
+ 26.6
+ 26.1
TEST HOLE LuuS
PROVIDE INS+ :` TION PORT WITHIN 6" OF
FINISH GRADE ENGINEER; AH OJALA, PE
26.6 WITNESS: DAVE FLAHERTY
DATE: 4/24/03 c
7' t,AX. PERC. RATE _ < 2 MIN/INCH
-77 CLASS I SOILS' P#
-0000 U 0000
23.49' 0000 a 0000
OOEDO O OOOO Q ELEV.
111 2' OOOO O OOOO 21; 0.. 2fi�
3/4" TO 1 1/2" DOUBLE WASHED STONE
D' BOX 11'
26.7
LEACHING
FACILITY
15.6'
A
LS
7" 1OYR 3/2
B
LS
1OYR 5/6
36"
PERC
C
F/M
SAND
2.5Y 6/4
26.9 +26.0 LEGEND
100,0 PROPOSED SPOT ELEVATION
CONC. BLOCK PATIO
100x0 EXISTING SPOT ELEVATION
+26.6 100 PROPOSED CONTOUR
-
100- EXISTING CONTOUR
+26.7
BOARD OF HEALTH
APPROVED DATE
off 506-362-4541
fox 508 362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 Main st, yarmouth, no 02675
MA
I
�Q.
t= G Y1
N W M SLOCUS
� off
O L y� SOC
z
Z)
JAM
m POND
LOCATION VAP NTS
ASSESSORS MAP 60 PARCEL 42
PLAN FF -F. -- BK 91 PG 151
FLOOD ZONE: C
NOTES:
1. DATUM IS ASSUMED
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 SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
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
FROM BOARD OF HEALTH.
10. PUMP & REMOVE EXISTING SEPTIC SYSTEM
TITLE 5 ,S�.I TE PLAN
OF 14 LAKELAND AVENUE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: GEORGE SLAMA
MARGARET DREW
20 0 20 40 60
SCALE: 1" = 20' DATE: JUNE 25, 2003
REV 9/30/03 (DECK)
<�afi- 5o
>. DATE
PROP. ADDITIONS
132
I
115-L
(HATCHED AREAS)
NO WATER ENCOUNTERED
SAVE BURNING BUSHES (THIS AREA)
/
�0
BENCH MARK - TOP OF I
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
CONC. BND. EL. = 26.6' 1
DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD
4" OAK
USE A 330 GPD DESIGN FLOW
SEPTFC IANK: 330 GPD ( 2) = 660
+ 26.3
-
USE--A,-!L00 GALLON SEPTIC TANK
263
LEA&ING:
2(30 + 9.83) 2 (.74)
= 117
+ o
SIDES:
P.PINES
26.0
30 x 9.83 (.74)
= 218
/-(�
BOTTOM:
TOTAL: 452 S.F. 335
GPD
USE Q) 500 GAL LEACHING CHAMBERS
(ACME OR
EQUAL) WITH 2.5' STONE AT SIDES AND
2.25' AT ENDS
\2
TWIN 12" OAKS
26.9 +26.0 LEGEND
100,0 PROPOSED SPOT ELEVATION
CONC. BLOCK PATIO
100x0 EXISTING SPOT ELEVATION
+26.6 100 PROPOSED CONTOUR
-
100- EXISTING CONTOUR
+26.7
BOARD OF HEALTH
APPROVED DATE
off 506-362-4541
fox 508 362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 Main st, yarmouth, no 02675
MA
I
�Q.
t= G Y1
N W M SLOCUS
� off
O L y� SOC
z
Z)
JAM
m POND
LOCATION VAP NTS
ASSESSORS MAP 60 PARCEL 42
PLAN FF -F. -- BK 91 PG 151
FLOOD ZONE: C
NOTES:
1. DATUM IS ASSUMED
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 SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
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
FROM BOARD OF HEALTH.
10. PUMP & REMOVE EXISTING SEPTIC SYSTEM
TITLE 5 ,S�.I TE PLAN
OF 14 LAKELAND AVENUE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: GEORGE SLAMA
MARGARET DREW
20 0 20 40 60
SCALE: 1" = 20' DATE: JUNE 25, 2003
REV 9/30/03 (DECK)
<�afi- 5o
>. DATE