HomeMy WebLinkAboutEngineered Plan - Rev. 1999SEPTIC PROFILE
T.O.F. AT EL. 45.30' NOT TO SCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM.
'. EL. 35.4' RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE \
FOR FIRST 2'
EXIST. 1500.
GALLON SEPTIC 34.0'
TANK (H- 10) GAS 33.53'
.�,...
(ADD)BAFFLE 33.70''
0
33.0
( % SLOPE) 6" CRUSHED STONE OR MECHANICAL-
\ -
COMPACTION. (15.221 [2]) sc> 0.58' _..
DEPTH OF FLOW = 4
36:0' - 37.0'
3' MAX.
33.5'
VARIES
�g 32.42'
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE
WITNESS: BRUCE MURPHY, RS & AMY VON HONE, R�
DATIE: JAN. 28, 1999
PERK. RATE _ < 2 MIN/INCH
CLASS I SOILS P# N /A
Q ELEV. Q
0" 35.0' 0„ 36.5'
TEE SIZES:
INLET DEPTH = 10" 3/4" TO 1 1/2" DOUBLE WASHED STONE
OUTLET DEPTH = 14" 12"
8.42' 4.42'
FOUNDATION- EXIST. SEPTIC TANK 5' D' BOX 10' Li=ACHING
FACILITY 15„
LOT 8
24.0' Y
36„
® TH2 OBSERVED WATER EL. 28.0'
LOT 8 TEST HOLES
0"
i ELEV.
33.5p^
4
ELEV. 76„
SL
10YR
2/1
A SL
B
A -SL '
LS
4/2
12"
1OYR 3/4 12"
1OYR 3/4
84>,
B
MS
�10Y5
1.
DATUM IS APPROXIMATED FROM HYANNIS QUAD
B SL I
SL
26"
10YR 5/6 I
31.3' 26"
10YR 5/6
32.9'
--WATER- I,--
-- -
DD
01, WE
C
C
100x0
EXISTING SPOT ELEVATION
SL
SL
132„
12"
36"
32.0'
28.0'
120"
24.0' 126"
SL
1OYR 5/2
B
LS
10YR 5/6
Cl
MS
2.5Y 6/4
C2
SILT LOAM
LOCATION MAP SCALE 1 =
ASSESSORS MAP 109 PARCEL 010
ZONING DISTRICT:
33.5' YARD SETBACKS:
FRONT =
SIDE
REAR
PLAN REF.
FLOOD ZONE: C
26.5'
26.0'
IL t V t N U
FILL
A
SL
10YR
2/1
B
16YR
LS
4/2
Cl
MS
1 YR 4/6
C2
i
obi, water
MS
�10Y5
12"
36"
32.0'
28.0'
120"
24.0' 126"
SL
1OYR 5/2
B
LS
10YR 5/6
Cl
MS
2.5Y 6/4
C2
SILT LOAM
LOCATION MAP SCALE 1 =
ASSESSORS MAP 109 PARCEL 010
ZONING DISTRICT:
33.5' YARD SETBACKS:
FRONT =
SIDE
REAR
PLAN REF.
FLOOD ZONE: C
26.5'
26.0'
IL t V t N U
2.5Y 5/6 i
AFVROVED DATE
NO
WATER - NU 1 L5:
2.5Y 5/6
REV.
4/1/99 (BOH NOTES)
100.0
PROPOSED SPOT ELEVATION .
off 508-362-4541
1.
DATUM IS APPROXIMATED FROM HYANNIS QUAD
ENGINEER .TO CONFIRM SUITABLE SOILS
fox 508 362-9880
;
-_
-_ 2 -MUNICIPAL
--WATER- I,--
-- -
DD
01, WE
IN AREA OF LEACH FIELD AT TIME OF
100x0
EXISTING SPOT ELEVATION
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
132"
22.5' 120"
!
EXCAVATION FOR INSTALLATION100
4.
-
DESIGN LOADING FOR ALL PRECAST : UNITS TO BE AASHO H 10
C1�OW11 cape e11 112eeI"It1 112C.
� �'
25.1
tA��N of MASJ9
�yc
5
PIPE JOINTS TO BE MADE WATERTIGHT:
101 AY [ % 1°O�
NO WATER ENCOUNTERED I
-...
CONSTRUCTION
ONSTRU TION ETAIESTTOEBE IN ACCORDANCE WITH MASS.ENVIRON,
v,
o�� ARNE
6
U'
100
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE .
5. 35`_
OJALA C
amu.
S
!-iI AL T.
USED FOR LOT LINE STAKING.
LAND SURVEYORS
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT; ALLOWED )
9,
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
TH
DESIGN FLOW: 4_ BEDROOMS (110 GPD =
440 GPD
93-411 REQUESTED) NO FOUNDATIONS ARE
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
SAS
37---�
USE A 440 GPD DESIGN FLOW
ON ----
0 R�. :L.S.
--
DATE
FROM BOARD OF HEALTH.
10.
PUMP & REMOVE EXISTING LEACH PIT
3g
SEPTIC TANK: 440 GPD (2 ) = 880
-TESTED
39
1500
USE A 1500 GALLON SEPTIC TANK (EXIT)
11.
D'BOX TO BE WATER FOR LEVELNESS
40
LEACHING:
N/A
�
SITE AND SEWAGE PLAN
SIDES:
BOTTOM: 28 x 22 (.74) =
455
OF
22 FLINTLOCK WAY
n
TOTAL: 616 S. F. 455 SPD
.
USE 28' x 22' LEACH FIELD WITH 3 ROWS; OF
4 STANDARD
IN
THE TOWN. OF:
INFILTRATORS EACH, WITH 3' STONE BETWEEN
ROWS, 3.5' AT
YARMOUTH(PORT)
SIDES AND 1.5' AT ENDS (NONE UNDER)
i
PREPARED FOR: STEPHEN BC PATRICE GARNER
�I
20 0 20 40 60
BOARD OF HEALTH
_
MASCALE:
1" = 20' DATE: JANUARY 31, 1999
AFVROVED DATE
REV.
4/1/99 (BOH NOTES)
100.0
PROPOSED SPOT ELEVATION .
off 508-362-4541
ENGINEER .TO CONFIRM SUITABLE SOILS
fox 508 362-9880
;
-- -
DD
01, WE
IN AREA OF LEACH FIELD AT TIME OF
100x0
EXISTING SPOT ELEVATION
EXCAVATION FOR INSTALLATION100
PROPOSED.
C1�OW11 cape e11 112eeI"It1 112C.
� �'
!
tA��N of MASJ9
�yc
0 OF
101 AY [ % 1°O�
-...
CONTOUR
.p
o�� ARNE
y1�'
cy
100
EXISTING N
CONTOUR
CIVIL ENGINEERS
OJALA C
amu.
S
!-iI AL T.
LAND SURVEYORS
o o.26348 e
CIVIL y
MAXIMUM FEASIBLE COMPLIANCE: 15.405: SAS
TO BE 5' OFF
PROPERTY LINE (5' VARIANCE
s' s°
oN
�o
t✓///_
/
93-411 REQUESTED) NO FOUNDATIONS ARE
WITHIN 20 OF
SAS
939 main st. yarmouth, ma 02675
i
--
A H.
ON ----
0 R�. :L.S.
--
DATE