HomeMy WebLinkAboutEngineered Plan - Rev. 2006TOP FNDNAT EL. 25.4'
T
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST /` WITHIN 6" OF FIN. GRADE
ELEV. 24.0' RUN PIPE LEVEL
ZEFOR FIRST 2'
XISTING 1000
GALLON SEPTIC 22 6'f*
TANK (H- 10 ) GAS 22.03'
(RE -USE) BAFFLE ZZ 2'
2% SLOPE REQUIRED OVER SYSTEM
n" nni ioi r Uuecurn
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
24.0'
TEST HOLE LOGS
RICKKJJUDD, RS A.H.�
ENGINEER.. OJALA, PE
/
WITNESS: A. VON HONE, RS/A. VON HONE, RS
DATE: 7/27/05 8/11/05
PERC. RATE = NO PERC / < 2 MIN/INCH FS
CLASS I SOILS
21.45'
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21) 4 ELEV.
DEPTH of FLOW = 4 MIN 3/4" TO 1 1 /2" DOUBLE WASHED C'TONE 0" 23.8' 0" 24.0
TEE SIZES: (--L-7. SLOPE) C.
FILL
A
SL
1OYR 3/2
B
FSL
1OYR 5/6
Cl
FS
2.5Y 6/4
PERCHED WATER
C2
CLAY
5/5 G/Y
LOCUS
Cn KETCH
OLD SALT LN w
z
In
of
w rw-
Z Z
J w
v
c�
ANCIENT WAY
LOCATION MAP NTS
-W7.56 NU I E�S:
ls-----s.o7ASSUMED
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS
r9 `` DESIGN FLOW: _4. BEDROOMS (110 GPD) 440 GPD 2. MUNICIPAL WATER IS EXISTING
USE;.A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
---- ---- -- - -__-- - ._. --� ..._.- - ---. .. ..•.:..,, � r._-rr• :->_- .._. _:.��..�n w __� ., `--
�i�18.24 SEPTIC TANK: 440 GPD ( 2 ) = 88U 4 UESI�N ClJHulivh r UFN ,yLL rnr�.,�S - �wi I
5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 1000 GALLON SEPTIC TANK (RE -USE. EXISTING - SEE NOTE) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LOT 23LEACHING: ENVIRONMENTAL CODE TITLE V.
13,140 SFf 'I1s.43 = 55 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
Zo SIDES: x(55 + 9.83) (.74)_(.58) TO BE USED FOR ANY OTHER PURPOSE.
BOTTOM: 55 x 9.83 (.74) = 400 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 615 S.F. 455 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
N INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
21.08 USE (8) STANDARD INFILTRATORS IN CONFIGURATION FROM BOARD OF HEALTH.
N, 19 7 20.83 SHOWN, WITH 3.5' AT SIDES, 2.5' AT OUTER ENDS
�o.s8 +1 0 10. PUMP & REMOVE EXISTING LEACH PIT
-21.27 AND 1' AT INNER ENDS
X20.81 I9�
i DECK
X21.14 21
`24.82p 'DETER LEGEND
+1 .21 24. 24.8 21S1?1.49 EXIST. __k20.24 TITLE 5 SITE PLAN
DWELL. DECK 100.0 PROPOSED SPOT ELEVATION OF
20 +2 4. �� 24 OLD SALT LANE
4.8 4. TOP FNDN. =25.4' /
24.0 i 24.83 ` I COR BRICK LANDING 1OOXO EXISTING SPOT ELEVATION
BENCHAMRK
19.95 r X4.52 \ � \ 25.4. 25.84 IN THE TOWN OF:
/ �b ELEV=25.8'
X4.5 24. 24.67 PROPOSED CONTOUR
0 100
ro 4.32 F16d, 24,,x, ; ^. YARMOUTH (PORT)
OR 1 , 4.68 / +.
o� S oCq \4.67 8 100 EXISTING CONTOUR
04 k2�` 23, 7 PREPARED FOR: TRI CI A TI TU S
24.18 _�' 22.46 I�„...R�.,„.. a
.25 c'y ST ICK \4.7 4.19
1.13 2 K,
X1.04 23. 1's 1 ._
2.65 20 0 20 40 60
- --- Fl�
.�
99 . DRIVE , w
\ � , \ �� ��' 49`C BOARD OF HEALTH
FOG __
F OF 23'2 '/ PROVIDE APPROX. 92' OF 40 MIL LINER AT LIMIT OF 4..g MA SCALE: 1" 20' DATE: AUGUST 15, 2005
M iyT� a1.6 9 REMOVAL IN AREA SHOWN. TOP AT ELEV. 22.5', BOTTOM AT APPROVED DATE
F c' REV. 3/22/06 (WATERLINE)
\ c' /�3 24 . ELEV. 18.5'
5' REMOVAL OF UNSUITABLE SOIL ��, 3 , 2.8 '/ `�+ :N435
REQUIRED AROUND PERIMETER OF ' off 508-362-4541 D
LEACHING FACILITY, 'DOWN TO/PAR NG' }23.50 Q G C� C M C D
G VEL fox 508 362-9880
SUITABLE SOIL LAYER. REPLACE 0 �'i�?2.23 ,�2 .44 , /rCIVIL
FWITH CLEAN MED. SAND. `O ^f�2.3 �NOFsMAR 2 7 2006 down cape engineering, ine.E H �c oARNE ycLA� o� H. �, HEALTH DEPT.�22.4> CIVIL ENGINEERS NIn OJALA y
LAND SURVEYORS
/ /STS qN ` � �� <
PROP. RE -LOCATED WATERLINE 23.00 9`39 IYlaIl S
lt.ENTS armouth, ma 02675
05-177 CSLEEVEOMPONWH E WITHIN 10' OF SEPTIC SYSTEM Y
A OJALA, P.Tl.S. DATE
18„
INLET DEPTH = 10„
FILL
OUTLET DEPTH = 14
_ 28"
21.5'
Cl
26"
FOUNDATION EXIST. SEPTIC TANK 36' D' BOX 2'
LEACHING 5.45'
FACILITY
FS
*THE INSTALLER SHALL VERIFY THE
2.5Y 6/4
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
40"
36"
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
C2
USE GROUNDWATER AT EL. 16.0'
THE INSTALLER SHALL CONFIRM MIN. SEPTIC TANK
SIZE AT 1000 GALLONS AND ITS SUITABILITY FOR
VFS
PERC
RE -USE
120"
2.5Y 6/4
13.8'
+17.4s96„
2Cg
SILTY CLAY
,k
N
122
OBS WATER
13.6'
FT�q�o
GLEY 1 4/N
142"
156„
FILL
A
SL
1OYR 3/2
B
FSL
1OYR 5/6
Cl
FS
2.5Y 6/4
PERCHED WATER
C2
CLAY
5/5 G/Y
LOCUS
Cn KETCH
OLD SALT LN w
z
In
of
w rw-
Z Z
J w
v
c�
ANCIENT WAY
LOCATION MAP NTS
-W7.56 NU I E�S:
ls-----s.o7ASSUMED
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS
r9 `` DESIGN FLOW: _4. BEDROOMS (110 GPD) 440 GPD 2. MUNICIPAL WATER IS EXISTING
USE;.A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
---- ---- -- - -__-- - ._. --� ..._.- - ---. .. ..•.:..,, � r._-rr• :->_- .._. _:.��..�n w __� ., `--
�i�18.24 SEPTIC TANK: 440 GPD ( 2 ) = 88U 4 UESI�N ClJHulivh r UFN ,yLL rnr�.,�S - �wi I
5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 1000 GALLON SEPTIC TANK (RE -USE. EXISTING - SEE NOTE) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LOT 23LEACHING: ENVIRONMENTAL CODE TITLE V.
13,140 SFf 'I1s.43 = 55 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
Zo SIDES: x(55 + 9.83) (.74)_(.58) TO BE USED FOR ANY OTHER PURPOSE.
BOTTOM: 55 x 9.83 (.74) = 400 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 615 S.F. 455 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
N INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
21.08 USE (8) STANDARD INFILTRATORS IN CONFIGURATION FROM BOARD OF HEALTH.
N, 19 7 20.83 SHOWN, WITH 3.5' AT SIDES, 2.5' AT OUTER ENDS
�o.s8 +1 0 10. PUMP & REMOVE EXISTING LEACH PIT
-21.27 AND 1' AT INNER ENDS
X20.81 I9�
i DECK
X21.14 21
`24.82p 'DETER LEGEND
+1 .21 24. 24.8 21S1?1.49 EXIST. __k20.24 TITLE 5 SITE PLAN
DWELL. DECK 100.0 PROPOSED SPOT ELEVATION OF
20 +2 4. �� 24 OLD SALT LANE
4.8 4. TOP FNDN. =25.4' /
24.0 i 24.83 ` I COR BRICK LANDING 1OOXO EXISTING SPOT ELEVATION
BENCHAMRK
19.95 r X4.52 \ � \ 25.4. 25.84 IN THE TOWN OF:
/ �b ELEV=25.8'
X4.5 24. 24.67 PROPOSED CONTOUR
0 100
ro 4.32 F16d, 24,,x, ; ^. YARMOUTH (PORT)
OR 1 , 4.68 / +.
o� S oCq \4.67 8 100 EXISTING CONTOUR
04 k2�` 23, 7 PREPARED FOR: TRI CI A TI TU S
24.18 _�' 22.46 I�„...R�.,„.. a
.25 c'y ST ICK \4.7 4.19
1.13 2 K,
X1.04 23. 1's 1 ._
2.65 20 0 20 40 60
- --- Fl�
.�
99 . DRIVE , w
\ � , \ �� ��' 49`C BOARD OF HEALTH
FOG __
F OF 23'2 '/ PROVIDE APPROX. 92' OF 40 MIL LINER AT LIMIT OF 4..g MA SCALE: 1" 20' DATE: AUGUST 15, 2005
M iyT� a1.6 9 REMOVAL IN AREA SHOWN. TOP AT ELEV. 22.5', BOTTOM AT APPROVED DATE
F c' REV. 3/22/06 (WATERLINE)
\ c' /�3 24 . ELEV. 18.5'
5' REMOVAL OF UNSUITABLE SOIL ��, 3 , 2.8 '/ `�+ :N435
REQUIRED AROUND PERIMETER OF ' off 508-362-4541 D
LEACHING FACILITY, 'DOWN TO/PAR NG' }23.50 Q G C� C M C D
G VEL fox 508 362-9880
SUITABLE SOIL LAYER. REPLACE 0 �'i�?2.23 ,�2 .44 , /rCIVIL
FWITH CLEAN MED. SAND. `O ^f�2.3 �NOFsMAR 2 7 2006 down cape engineering, ine.E H �c oARNE ycLA� o� H. �, HEALTH DEPT.�22.4> CIVIL ENGINEERS NIn OJALA y
LAND SURVEYORS
/ /STS qN ` � �� <
PROP. RE -LOCATED WATERLINE 23.00 9`39 IYlaIl S
lt.ENTS armouth, ma 02675
05-177 CSLEEVEOMPONWH E WITHIN 10' OF SEPTIC SYSTEM Y
A OJALA, P.Tl.S. DATE