HomeMy WebLinkAboutEngineered Plan - Rev. 2007TOP FNDN. = 21.6' SYSTEMPROFILESCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
EL. 19.53' AG�a °+'s� 2" DOUBLE WASHED PEASTONE�
RUN PIPE LEVEL
EXISTING 1000 0 °� FOR FIRST 2'
GALLON SEPTIC±P' QUICK 4 STD INFILTRATORS
18.12
TANK (H- 10 ) GAS TEE
a
BADDFIF , oo moo 20.83' 00000 , o0
THE INSTALLER SHALL CONFIRM MIN. SEPTIC TANK NEC.) 21 H-20 0 20.82 0
SIZE AT 1000 GALLONS AND ITS SUITABILITY FOR 6" CRUSHED STONE OR MECHANICAL D'BOX
RE -USE COMPACTION. (15.221 [21) o�o0 0.67'
4' 000c>
DEPTH OF FLOW =
TEE SIZES:*THE INSTALLER SHALL VERIFY THE 3/4" TO 1 1/2" DOUBLE WASHED STONE
LOCATIONS OF ALL UTILITIES AND ALL
INLET DEPTH = 10"
BUILDING SEWER OUTLETS AND ELEVATIONS
OUTLET DEPTH = 14" PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
FOUNDATION - EXIST SEPTIC TANK EXIST PUMP 91' D' BOX
CHAMBER
BENCHMARK - TOP OF CONCRETE BOUND
\ ELEV. = 20.1'
\ CAUTION IN
/ \ AREA OF
GASLINE ALARM ON
FLOAT SWITCH
SETTINGS: PUMP ON
/ Off. 2S
00,
\ 4' WORKING RANGE
LOT 29 2 0 \ PUMP OFF
12939+/- SQ. FT. \
0.3+/- ACRES
ksy/ EXIST. ST AND PC
SHELL�\\ TH A \ qp
DRIVEWAYS / \�'R0
\ S
C/r
EXIST. /SEPTIC SYST M TH 2
/(SEE NOTE 10) O T
FLAGPO
N
0
72S\
07•
19
18
.
16
/ wETcgN�
17
Irk OF f,��s�go w OF M4s�q
ARNE yG� ° ARNE c�G�
OJA
� CIVIL
�0 No. 30792 Noo. 6348
�0� QFG1�����<v°F oar
S G� FSS\
SURVEY°
t _ 7�rZ67
07-162 ARNE H. OJAL , P. E., P.L.S. DATE
ra
20
21
3'
3' @ SIDES
2.5' @ ENDS
LEACHING
FACILITY
T .15' 0„
5"
5'
15.15' (TH 1) 14"
26"
v
1000 GAL H-10 S 2" PRESSURE PIPE TO D'BOX perc
800 GAL+ WEEP HOLE SLOPE TO DRAIN BACK TO
RESERVE CHECK VALVE PUMP CHAMBER
MOTTLING AND GLEYED
$' SAND AT 69"
ZOELLER 'WASTEMATE'
4- SUBMERSIBLE MODEL M282 1/2 HP PUMP „
4 SYSTEM (OR EQUAL) 83
EXISTING
PUMPCHAMBER MOTTLING 7.5YR 5/8
(NOT TO SCALE) 2.5Y 7/1
CONFIRM PUMP SETTINGS1
PROVIDE APPROX. )6 OF 40 MIL LINER 96"
IN AREA SHOWN. TOP AT ELEV. 21.2',
BOTTOM AT ELEV. 17.2'
wg h - SEPTIC DESIGN: (GARBAGE DISPOSER NOT ALLOWED)
RMq/N SEE NOTE 10 DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD
USE A3,30 GPD DESIGN -FLOW - - --- - --
\ SEPTIC TANK: 330 GPD ( 2 ) = 660
�i 1 ELEV. wz
20.9' 0" 21.4'
A
SL
2.5Y 3/2
E
LS
10YR 7/1
B
LS
2.5Y 6/8
C1
IMS
-
2.5Y 7/4
//2
SILT LOAM
5"
14"
18.73' 26'
15.15'
13.98' 77"
108"
12.9' 144"
TEST HOLE LOGS
SL
PROVIDE INSPECTION PORT
2.5Y 3
'2
E
WITHIN 3" OF FINAL GRADE
ENGINEER: A. OJALA, PE, PLS
D.
FLA JERTY, RS (TH3)
22.0'
WITNESS:BRUCE MURPHY, RS
//AMY
VON HONE, RS
-
EXISTING SAS AND IN AREA OF PROPOSED SAS. REPLACE WITH
DATE: OCTOBER 11, 2000
JUNE
27, x!007
18.9'
< 2 MIN/INCH
< 2
MININCH
0.75' MIN
PERC. RATE =<
SILT LO)\M
2.5Y 6/4
C3
CLASS I
SOILS
3' @ SIDES
2.5' @ ENDS
LEACHING
FACILITY
T .15' 0„
5"
5'
15.15' (TH 1) 14"
26"
v
1000 GAL H-10 S 2" PRESSURE PIPE TO D'BOX perc
800 GAL+ WEEP HOLE SLOPE TO DRAIN BACK TO
RESERVE CHECK VALVE PUMP CHAMBER
MOTTLING AND GLEYED
$' SAND AT 69"
ZOELLER 'WASTEMATE'
4- SUBMERSIBLE MODEL M282 1/2 HP PUMP „
4 SYSTEM (OR EQUAL) 83
EXISTING
PUMPCHAMBER MOTTLING 7.5YR 5/8
(NOT TO SCALE) 2.5Y 7/1
CONFIRM PUMP SETTINGS1
PROVIDE APPROX. )6 OF 40 MIL LINER 96"
IN AREA SHOWN. TOP AT ELEV. 21.2',
BOTTOM AT ELEV. 17.2'
wg h - SEPTIC DESIGN: (GARBAGE DISPOSER NOT ALLOWED)
RMq/N SEE NOTE 10 DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD
USE A3,30 GPD DESIGN -FLOW - - --- - --
\ SEPTIC TANK: 330 GPD ( 2 ) = 660
�i 1 ELEV. wz
20.9' 0" 21.4'
A
SL
2.5Y 3/2
E
LS
10YR 7/1
B
LS
2.5Y 6/8
C1
IMS
-
2.5Y 7/4
//2
SILT LOAM
5"
14"
18.73' 26'
15.15'
13.98' 77"
108"
12.9' 144"
3
Q
USED FOR LOT LINE STAKING.
SL
22.0'
2.5Y 3
'2
E
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
LS
FR )M BOARD OF HEALTH.
10YR 7
/1
B
DA
LS
EXISTING SAS AND IN AREA OF PROPOSED SAS. REPLACE WITH
2.5Y 6
/8
C1
18.9'
MS
MUI`JICIPAL
2.5Y 7
/4
I
SILT LO)\M
2.5Y 6/4
C3
90"
FS
4.
2.5Y 6
'3
I
3
Q
USED FOR LOT LINE STAKING.
0"
22.0'
18' FILL
\ RE -USE A
A
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
19.23' LS
FR )M BOARD OF HEALTH.
24" 1OYR 3/3
PUMP CHAMBER
B
DA
LS
EXISTING SAS AND IN AREA OF PROPOSED SAS. REPLACE WITH
14.98' 10YR 6/6
CLAN MED. SAND. ENGINEER TO CERTIFY REMOVAL.
37„
18.9'
C1
MUI`JICIPAL
12.4' MFS
perc
3.
2.5Y 6/4
MUM PIPE PITCH TO BE 1/8" PER FOOT.
90"
14.5'
96 OBS WATER 14.0
SILT LOAM
120" �5Y 6/1 12.0'
H
USED FOR LOT LINE STAKING.
8. PIPI - FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
NOTES:
\ RE -USE A
1000 GALLON SEPTIC TANK
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
PROVIDE VENT WITH CHARCOAL FILTER
FR )M BOARD OF HEALTH.
RE -USE
PUMP CHAMBER
1.
DA
JM IS APPROXIMATED FROM QUAD MAP
EXISTING SAS AND IN AREA OF PROPOSED SAS. REPLACE WITH
3 PROVIDE NEW H-20 D'BOx
OAKS
CLAN MED. SAND. ENGINEER TO CERTIFY REMOVAL.
LEACHING:
2.
MUI`JICIPAL
WATER IS EXISTING
2(45 + 8.83) .58 (.74) = 46.2 GPD
3.
MIN
MUM PIPE PITCH TO BE 1/8" PER FOOT.
SIDES:
23
JUL 0 9 2007
4.
DEIGN
LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
\ BOTTOM:
45 x 8.83 (.74) = 294 GPD
5.
PIP
= JOINTS TO BE MADE WATERTIGHT.'
TOTAL: 459 S.F. 340 GPD 6. CO ISTRUCTION . DETAILS TO BE IN ACCORDANCE WITH MASS.
\ USE (10) STANDARD QUICK 4 INFILTRATORS WITH EN\`1RONMENTAL CODE TITLE V.
7 THI(Z PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
7IQ \
LOT 30
�2S 0> > 13116+/- SQ. FT
0.3+/- ACRES
2.5' STONE AT ENDS, 3' AT SIDES
USED FOR LOT LINE STAKING.
8. PIPI - FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COI`11,NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
PROVIDE VENT WITH CHARCOAL FILTER
FR )M BOARD OF HEALTH.
AND BUGSCREEN (FINAL PLACEMENT WITH
Oh HOMEOWNER CONSULTATION)
10. PU AP & REMOVE EXIST. LEACHING FACILITY.
REI COVE ALL UNSUITABLE SOIL FOR 5' 'AROUND AND BENEATH
EXISTING SAS AND IN AREA OF PROPOSED SAS. REPLACE WITH
VARIANCES REQUESTED UNDER TITLE 5 15.405
CLAN MED. SAND. ENGINEER TO CERTIFY REMOVAL.
1a: REQUEST REDUCTION IN SETBACK TO PROPERTY LINE FOR SAS (10' TO 6')
"ST-", ",
TI TLE 5 SITE PLAN
TOWN OF YARMOUTH: Ferrn t va" Id forREPS 111 OF S:'�P' 7C S!
3.4: REQUEST REDUCTION IN SEeTLACK- TO-,cw&TLAND_•-(100 T&�.r93) vzria, -.
_�_____ 11 OLD SALT LANE
fzGey IL�€s:re ^`i111iC.5/"e°'"� F _�,�1t�r� _?s �, � @ � a d � a
a°u 'L w fr':'. . Ing.
JUL 0 9 2007
N THE TOWN OF:
YARMOUTH(PORT)
E
-oi
l
PREPIRED FOR: THOMAS & SUSAN CAREY
. off 508-362-4541 LEGEND
20 0 20 40 60
fax 508 362-9880
100.0 PROPOSED SPOT ELEVATION
down cape engineering, inc.
100x0 EXISTING SPOT ELEVATION
CIVIL ENGINEERS 100
SCALE: 1" = 20' DATE: JUNE 28,, 2007
BOARD OF HEALTH LAND SURVEYORS PROPOSED CONTOUR
100 EXISTING CONTOUR
MA 939 main St. yarmouth, ma 02675
REV JULY 2, 2007 (4' TO 5)
n�-