HomeMy WebLinkAbout14 Lakeland Ave Site PlanTOP FNDN. AT EL. 27.0' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
/ACCESS COVER (WATERTIGHT) TO
i 26,$' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 29 SLOPE REQUIRED OVER SYSTEM
2
(EXIST) * PROPOSED 1500. _
-
(EXIST)
GALLON SEPTIC 24.0'
24.25' TANK (H- 11 ) GAS
RUN PIPE LEVEL
FOR FIRST 2'
eAFFLE 23.75'
( 2 % SLOPE) 6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
DEPTH OF FLOW = 4 (--L7 7, SLOPE) (1-% SLOPE)
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH = 14"
FOUNDATION- 35' SEPTIC TANK 25'
(MAX)
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL ,E 25.2
BUILDING SEWER OUTLETS AND ELEVATIONS /
PRIOR TO INSTALLING ANY PORTION OF /
SEPTIC SYSTEM
/
ALL BUILDING SEWER OUTLETS MUST BE /
CONNECTED TO PROPOSED SYSTEM -
0 /
+ 25.2
/
/25.1 �6 `3iA PROP. DECK
25.4
G ry�o
/ + 26. @•
LOT AR A 3,
/25.1 ;15,657± Q. FT.
25.2
\ 2 .4 2
L=32.6
INV EL.
{ 25.2 R=25. 0' W zs.o'
EXIST. DWELL.
ez.28\ TF - 27.0'
{ 25.1 + 26.3 ,
\ 26.3
\
\ l'i
1Nv EL.
\ EpD Vi1LlT1Es
5.0'
26.5
`\ OVER
+
f 25.0 + 6.3 + . +
i, P9.n 25.7 26.01' 2
03-073
/
/
26.1
/
i
/
/
/
/
'+ 24.2
F ?R
GARAGE
+ 26.6
+ 26.1
1 :• 4
26.7
OAK
17
2" DOUBLE WASHED PEASTONE
3/4" TO 1 1/2" DOUBLE WASHED STONE
11'
LEACHING
FACILITY
PROP. ADDITIONS
(HATCHED AREAS)
SAVE BURNING BUSHES (THIS AREA)
BENCH MARK - TOP OF
CONC. BND. EL. = 2(3.6'
26.3
-k 26.3
TWIN 12" OAKS
26.0
0
15.6'
0" 4
LS
7" 1OYR 3/2
B
LS
1OYR 5/6
36"
PERC
C
F/M
SAND
2.5Y 6/4
ELEV.
M-Ei
132" 1 F F,,
NO WATER ENCOUNTERED
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: 3 BEDROOMS (110 GPD) = 330 GPD
USE A_330 GPD DESIGN FLOW
Sr FTIC TANK: 33i, GPD ( 2) = 860
USE A. 500 GALLON SEPTIC TANK
LEACHING:
SIDES: 2(30 + 9.83) 2 (.74) = 117
EOTTOM: 30 x 9.83 (.74) = 218
TOTAL: 452 S.F. 335 GPD
USE(33)500 CAL LEACHING CHAMBERS (ACME OR
EQUAL) WITH 2.5' STONE AT SIDES AND 2.25' AT ENDS
26.B
26.9 +26.0 LEGEND
9
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 508-362-4541
fox 508 362-9860
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675
NOTES:
1, DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER F00T.
A, nrc,"N Ln°.DINS rnn oPCCAF- 11,7- -n
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.
S. 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 SITL PLAN
OF 14 LAKELAND AVENUE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: GEORGE SLAMA
MARGARET DREW
20 0 20 40 60
MA SCALE: i" = 20' DATE: JUNE 25, 2003
REV 9/30/03 (DECK)
.r• __�
OF
/a
Aur
atQs a���1N M `y
ARNE H. GJ,
H. OJALA y
OJ.ALA �, CIVIL H
N26348 No., 30
1
.., IrR,
', � .JSTiI CNC'^ 7 3
Ati7,iN� H. OJA ,��'�'., P. s.
DATE
FILE COPY
TEST
HOLE
LOGS
PROVIDE INSPECTION PORT WITHIN 6" OF
FINISH GRADE
AH OJALA, PE
ENGINEER:
26.6'
WITNESS: DAVE
FLAHERTY
_
4/24/03
DATE:
3' MAX.
PERC. RATE _
< 2 MIN/INCH
24.32'
CLASS I
SOILS
P#
3/4" TO 1 1/2" DOUBLE WASHED STONE
11'
LEACHING
FACILITY
PROP. ADDITIONS
(HATCHED AREAS)
SAVE BURNING BUSHES (THIS AREA)
BENCH MARK - TOP OF
CONC. BND. EL. = 2(3.6'
26.3
-k 26.3
TWIN 12" OAKS
26.0
0
15.6'
0" 4
LS
7" 1OYR 3/2
B
LS
1OYR 5/6
36"
PERC
C
F/M
SAND
2.5Y 6/4
ELEV.
M-Ei
132" 1 F F,,
NO WATER ENCOUNTERED
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: 3 BEDROOMS (110 GPD) = 330 GPD
USE A_330 GPD DESIGN FLOW
Sr FTIC TANK: 33i, GPD ( 2) = 860
USE A. 500 GALLON SEPTIC TANK
LEACHING:
SIDES: 2(30 + 9.83) 2 (.74) = 117
EOTTOM: 30 x 9.83 (.74) = 218
TOTAL: 452 S.F. 335 GPD
USE(33)500 CAL LEACHING CHAMBERS (ACME OR
EQUAL) WITH 2.5' STONE AT SIDES AND 2.25' AT ENDS
26.B
26.9 +26.0 LEGEND
9
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 508-362-4541
fox 508 362-9860
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675
NOTES:
1, DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER F00T.
A, nrc,"N Ln°.DINS rnn oPCCAF- 11,7- -n
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.
S. 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 SITL PLAN
OF 14 LAKELAND AVENUE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: GEORGE SLAMA
MARGARET DREW
20 0 20 40 60
MA SCALE: i" = 20' DATE: JUNE 25, 2003
REV 9/30/03 (DECK)
.r• __�
OF
/a
Aur
atQs a���1N M `y
ARNE H. GJ,
H. OJALA y
OJ.ALA �, CIVIL H
N26348 No., 30
1
.., IrR,
', � .JSTiI CNC'^ 7 3
Ati7,iN� H. OJA ,��'�'., P. s.
DATE
FILE COPY