HomeMy WebLinkAboutEngineered Plan - 2006T ,
TOP FNDN. AT EL. 29.05' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
PROVIDE INSPECTION PORT WITHIN
ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE
2R --V MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
26.75 g FOR FIRST 2' J
PROPOSED 1500 J�Q 31.3
26.35' GALLON SEPTIC 26.1 O' � ITEE /// o00 0 00 0
TANK (H- ZO) GAS 2J \ 0 30.88' o0
WATERPROOF BAFFLE O� 31.05' 3088
0.58' o0
2 000 000 �o o� .. 30.3' `
( %SLOPE) �0000 �000��
�� 6" CRUSHED STONE OR MECHANICAL
DEPTH OF FLOW = 4 COMPACTION. (15.221 [2])
TEE SIZES: MIN
10" (-!-% SLOPE)
INLET DEPTH -
OUTLET DEPTH = 14"
FOUNDATION- 16' ST
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
INV. IN 26.06'
FLOAT SWITCH ALARM ON .
SETTINGS:
PUMP ON
4" WORKING RANGE
PUMP OFF
1000 GAL. H-20 S
700 GAL.+
RESERVE
4" �r
3/4" TO 1 1/2" DOUBLE WASHED STONE
PUMPLEACHING
4 CHAMBER 47 D BOX 2 FACILITY
NOTE: PROVIDE "POURED IN i
PLACE BOOTS" FOR SEPTIC
TANK AND PUMP CHAMBER
LINE
SLOPE TO DRAIN BACK TO PC
WEEP HOLE
CHECK VALVE
MYERS SRM 4
PUMP CHAMBER
(NOT TO SCALE)
WATERPROOF
SUBMERSIBLE 4/10 HP PUMP
SYSTEM (OR EQUAL)
(BENCHMARK
COR BULKHEAD
ELEV =28.4'
f 77 8 X FENCE X- ---1 27.72 +28.16
X X
1 TEL
.58
RISER 125.02' EXIST.
' UG TEL LINE (PUMP
1 2778 & SHED EXIST. FLOW DIFFUSORS (PUMP
REMOVE) 7.84 AND FILL WITH SAND OR
2797
�1 GS GAS LINE 7.94 27.73 REMOVE)
F 4 _
91 ) IS8.38 27.97
O 11 J 29.05 +27 2
4'
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 11/9/05
PERC. RATE = < 2 MIN/INCH
CLASS I SOILS
Q ELEV.
FILL
24" 26.1'
Bhs
BOG IRON
47" OBS WATER 24.2'
„ 2.5/1
WELL: AIW 230 50 27 01
ZONE: E -
ADJ: 4.2' (OCT)**
USE ADJUSTED WATER AT ELEV. 26.3'
** NOTE: ADJUSTMENT NOT REALISTIC DUE TO PRESENCE OF
IMPERMEABLE LAYER (BOG IRON).- 1/2 ADJ. UTILIZED
WHICH (nRRFSPnNOS CI nSFI Y WITH RnG IRON FI FV -
1 27.92_
+27.6
' 27.4
1EXISTING _ A / NOTE: PROVIDE PROPER COVER OVER
' I DWELLING / PRESSURE LINE, OR PROVIDE INSULATING
c PEC DWELLING
05' 3 BLANKET
' I \28. 5' REMOVAL OF UNSUITABLE SOIL REQUIRED
1 DRIVE -.< +28.2 AROUND PERIMETER OF LEACHING FACILITY,
1 -+27.56/ / DOWN TO SUITABLE SOIL LAYER. REPLACE.
� - - - - -28 _ / WITH CLEAN MED. SAND.
27.2
o PROVIDE APPROX. INSTALLER TO CONFIRM SUITABLE
1 SOILS IN AREA OF PROP. LEACHING
102' OF 40 MIL FACILITY PRIOR TO INSTALLING ANY
1 LINER AT 5' OFF PORTION OF SYSTEM.
PERIMETER OF SAS. +27.86
TEL IF27 0 TOP AT EL. 31.3', +
�ISER BOTTOM AT EL.
7.09 J \ 27.3' _
�2�.88 _ 3
�l31 LOT 33
17,225 SFt
C. BASIN
05-267
-27�
26.74 - \
0 \ 103.36'
�+.26.68 � \
-+25.72
}-266r.-86--- ------ --- ---------------------------+27.64
b LI AVE
PROVIDE VENT WITH CHARCOAL FILTER
L AVL AND BUGSCREEN (FINAL PLACEMENT WITH
HOMEOWNER CONSULTATION)
BUOYANCY CALCS:
WGT 1500 GAL. H-20 ST = 21230
LBS
4.25x11 x6.17 x62.4=17999 LBS
UP (OK)
WGT 1000 GAL. H-20 ST = 14,500
LBS
4.54 x 9 x 5.25 x 62.4 = 13385 LBS
120"
L
M/COS
7.5YR 3/3
18.1'
0
LOCUS 0
0
�0
s'o
0
v�PSN�NG�oN
LOCATION MAP NTS
ASSESSORS MAP 63 PARCEL 50
VARIANCE REQUESTED UNDER MAX. FEASIBLE COMPLIANCE
15.405:
1 is REDUCTION IN GROUNDWATER SEPARATION, 5' TO 4'
Permit Valid for PIEPAIR OF SEPT N SYST"� Nl
C lLY, due to State and Local septic sari^-.,
g d o" Health review and a ^row l is required
f7:- any fLlvure to
fheili iQs and/or strv.tures/dvvelki;
cr-rnotgth llea13i_�Dp' een-tirmf
,'-
UP (OKAY)ASSUMED
I
DATUM IS
O
; -4
00
1
DECK
SEPTIC DESIGN: (GARBAGE DISPOSER IS
)
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
DESIGN FLOW: 2 BEDROOMS ( 110 GPD) =
INV OUT=26.75' TH /
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 200
m
N
J--�
3.5' CRAWLSPACE 28.0
6.
1
�S
WATERLINE
W I
c
USE A 1500 GALLON SEPTIC TANK
7.35
7.
I
LEACHING:
TO BE USED FOR ANY OTHER PURPOSE.
2(25 + 10.83) (.58) (.74) =
-
28.25
� -
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
SIDES:
+
\
+27.7+Sz7 6
200
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
BOTTOM:
D RT
28/..08
4-2722
' I \28. 5' REMOVAL OF UNSUITABLE SOIL REQUIRED
1 DRIVE -.< +28.2 AROUND PERIMETER OF LEACHING FACILITY,
1 -+27.56/ / DOWN TO SUITABLE SOIL LAYER. REPLACE.
� - - - - -28 _ / WITH CLEAN MED. SAND.
27.2
o PROVIDE APPROX. INSTALLER TO CONFIRM SUITABLE
1 SOILS IN AREA OF PROP. LEACHING
102' OF 40 MIL FACILITY PRIOR TO INSTALLING ANY
1 LINER AT 5' OFF PORTION OF SYSTEM.
PERIMETER OF SAS. +27.86
TEL IF27 0 TOP AT EL. 31.3', +
�ISER BOTTOM AT EL.
7.09 J \ 27.3' _
�2�.88 _ 3
�l31 LOT 33
17,225 SFt
C. BASIN
05-267
-27�
26.74 - \
0 \ 103.36'
�+.26.68 � \
-+25.72
}-266r.-86--- ------ --- ---------------------------+27.64
b LI AVE
PROVIDE VENT WITH CHARCOAL FILTER
L AVL AND BUGSCREEN (FINAL PLACEMENT WITH
HOMEOWNER CONSULTATION)
BUOYANCY CALCS:
WGT 1500 GAL. H-20 ST = 21230
LBS
4.25x11 x6.17 x62.4=17999 LBS
UP (OK)
WGT 1000 GAL. H-20 ST = 14,500
LBS
4.54 x 9 x 5.25 x 62.4 = 13385 LBS
120"
L
M/COS
7.5YR 3/3
18.1'
0
LOCUS 0
0
�0
s'o
0
v�PSN�NG�oN
LOCATION MAP NTS
ASSESSORS MAP 63 PARCEL 50
VARIANCE REQUESTED UNDER MAX. FEASIBLE COMPLIANCE
15.405:
1 is REDUCTION IN GROUNDWATER SEPARATION, 5' TO 4'
Permit Valid for PIEPAIR OF SEPT N SYST"� Nl
C lLY, due to State and Local septic sari^-.,
g d o" Health review and a ^row l is required
f7:- any fLlvure to
fheili iQs and/or strv.tures/dvvelki;
cr-rnotgth llea13i_�Dp' een-tirmf
,'-
+100.0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- -
100-- EXISTING CONTOUR
BOARD OF HEALTH
, MA
APPROVED DATE
off 508-362-4541
fax 508 362-9880
I
down cape engineering, inc.
CIVIL ENGINEERS
) . . LAND SURVEYORS
939 main st. yarmouth, ma 02675
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: FLORENCE MATTHEWS
20 0 20 40 60
SCALE: 1" = 20' DATE: JANUARY 31, 2006
moo`' ARNE H tiG o� ARNE oyGN
o OJALA H. In
VIL 4;;. OJALA N
N . 30792 8
S U_R_ \f
A H. OJALA, .E., P.L.S. DATE
UP (OKAY)ASSUMED
1.
DATUM IS
NOT
ALLOWED
2.
MUNICIPAL WATER IS EXISTING
SEPTIC DESIGN: (GARBAGE DISPOSER IS
)
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
DESIGN FLOW: 2 BEDROOMS ( 110 GPD) =
220 GPD
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 200
_.';��USE. A 220_ GPD DESIGN ,FLOW*-
- _._,, y
. 5. IP -E :JnII�! S TO BE. MADE- WATERTIGHT,_ -
SEPTIC TANK: 220 GPD (2 ) = 440
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
USE A 1500 GALLON SEPTIC TANK
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
LEACHING:
TO BE USED FOR ANY OTHER PURPOSE.
2(25 + 10.83) (.58) (.74) =
30
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
SIDES:
25 x 10.83 (.74) =
200
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
BOTTOM:
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
TOTAL: 310 S.F. 230 GPD
/2-- 7 D• �
FROM BOARD OF HEALTH.
USE (4)--cJA-NCS-A-RD-INFILTRATORS 4' STONE AT
10.
PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING LEACH. AREA
SIDES AND NONE AT ENDS- �� �'u/
f�� / �S
11.
ELECTRICAL PERMIT REQUIRED
�y
12.
INSTALLER TO DETERMINE ADEQUACY OF EXISTING ELECTRICAL
*2 BEDROOM DEED RESTRICTION REQUIRED
2-e • S
SYSTEM FOR PUMP INSTALLATION
LEGEND
TITLE 5 SITE PLAN
100.0 PROPOSED SPOT ELEVATION
OF
8 F I L L M O R E ROAD
+100.0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- -
100-- EXISTING CONTOUR
BOARD OF HEALTH
, MA
APPROVED DATE
off 508-362-4541
fax 508 362-9880
I
down cape engineering, inc.
CIVIL ENGINEERS
) . . LAND SURVEYORS
939 main st. yarmouth, ma 02675
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: FLORENCE MATTHEWS
20 0 20 40 60
SCALE: 1" = 20' DATE: JANUARY 31, 2006
moo`' ARNE H tiG o� ARNE oyGN
o OJALA H. In
VIL 4;;. OJALA N
N . 30792 8
S U_R_ \f
A H. OJALA, .E., P.L.S. DATE