HomeMy WebLinkAboutEngineered Plan - 2006THE INSTALLER SHALL CONFIRM MIN. SEPTIC TANK Tj
SIZE AT 1000 GALLONS AND ITS SUITABILITY FOR SYSTEM PROFILE
TOP FNDN. AT EL. 21.9' RE -USE
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 2% SLOPE REQUIRED OVER SYSTEM
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
24.0'
�,� 2" DOUBLE WASHED PEASTONE \
19.7'± �m RUN PIPE LEVEL
FOR FIRST 2' S. MAX.
EXISTING 1000
Q '
GALLON SEPTIC 18.3'f* Q�� TEE 22.1
TANK (H- 10) GAS o
RE -USE BAFFLE Ir 0000 21.40 0 a p a p O a a a a o 0
21.57
6" CRUSHED STONE OR MECHANICAL
4' COMPACTION. (15.221 [2]) MIN .o
DEPTH. OF FLOW - MIN
(--.l--% SLOPE) ( 1 90 SLOPE)
TEE SIZES:
INLET DEPTH = 10"
21.3'appy paa0 0 4'
ED a p p p p a Q a
2' f
pppa a I�pC10
3/4" TO 1 1/2" DOUBLE WASHED STONE
OUTLET DEPTH = 14"
FOUNDATION EXIST. ST 6' PUMP 112' D' BOX 12' LEACHING
CHAMBER FACILITY
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 18.2'
SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE
1000 GAL. H-10 S
ALARM ON 700 GAL.+ SLOPE TO DRAIN BACK TO PC
FLOAT SWITCH RESERVE WEEP HOLE
.SETTINGS: PUMP ON CHECK VALVE
4" WORKING RANGE 8' MYERS SRM 4
HATCHED AREA = 4' SUBMERSIBLE 4/10 HP PUMP
WATER DEPT. EASEMENT #6 PUMP OFF 8' SYSTEM (OR EQUAL)
AREA (ZONE I TO PUBLIC s 0
SUPPLY WELL)
+18.09
PUMP CHAMBER
+18.55
+19.31
r
r
+ 0.78
BRICK
PATIO
FlSH
Q
POND
O
EXISTING
DWELLING
TF=21.9'
19.3'
USE aDJ. WATER AT ELEV. 14.3'
(NOT TO SCALE) I'
+12.65
TEST.:
HOLE LOGS
RICK
JUDD, RS
ENGINEER:
AMY
VON HONE, RS
WITNESS:
-
PIPE JOINTS TO BE MADE WATERTIGHT.
DATE: 2/17/06
PERC. RATE _
< 2 MIN/INCH
6.
CLASS I
SOILS
Q ELEV.
0"
23.4'
FILL
7.
10"
*i2.89
2(25 + 12.83) 2 (.74) = 112
TO BE USED FOR ANY OTHER PURPOSE.
BW
SIDES:
8.
LFS
14
1 OYR
5/4
22.2'
C
PERC
F- M
2.5Y 6/4
130" l OBS WATER 12.5'
RIE 6A
Z LOCUS
I_ o
TH
� z
SKIPPER SNE ES 91
'PEQUOD CHR
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 115 PARCEL 67
WELL: AIW 247
ZONE: B
ADJ: 1.8' (JAN)
VARIANCES REQUESTED UNDER MAX. FEASIBLE
COMPLIANCE 15.405:
1o: REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO .
5'); ST (PC) TO LOT LINE (10' TO 6')
1b: REDUCTION IN SETBACK, SAS TO FNDN (20' TO 16')
1h: REDUCTION IN SETBACK, SAS TO WATERLINE (TO BE
SLEEVED OR RE-ROUTED)
TOWN OF YARMOUTH REG 3.7: REDUCTION IN SETBACK,
SAS. TO WETLAND (100' TO 95)
NOTES:
1. DATUM IS
ASSUMED
6 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT Al I OWFn ) EXISTING
2. MUNICIPAL WATER IS
a SHED ;,K12.65 DESIGN FLOW: _3 BEDROOMS ( 110 GPD) = 330 GPD 3. MINIMUM PIPE PITCH TO BE 1/8'
PER FOOT.
XIST. EPTIC
ANK (E -USE)
23.72
3
9�yF PAVED i
41 DRIVE
to 20.73
i
/22 GUY
RE
20
-19.41
LOT 6
15,000SFf
BENCHMARK: USE
MAG. NAIL AT
ELEV. 20.5'
�9)
AA6.
N
EXISTING
WATERLINE
(SLEEVE WHERE
WITHIN 10' OF SAS
OR RE-ROUTE)
a
)omit vn" d f r ". EPAIZ OF SEP T''*' IYS T Eil
�O ON'LV, due t( State and 9.,eca! se-,' ^rinnces.
DOard of U .' h revlev, and z1I,I,r uircd
*10.57 for any iui.srQ . ',' +,nr:srrcrcvut c nions to
BOARD OF HEALTH
tf� eaith I)epartrrt nt MA
';'APPROVED DATE
'_ 11.95
off 508-362-4541
fox 508 362-9880880
+15.87 jy
down cape engineering, Inc.
JEANNE'S PATH CIVIL ENGINEERS
LAND SURVEYORS
...........
939 main st. yarmouth, ma 02675
20 0 20 40 60
SCALE: 1" = 20' DATE: FEBRUARY 21, 2006
0GC�G���'I�D
ri of sS9cyG aH aFticas I EB L 8 2006.
° AHE ARNE H. s9Oy
OJALA `, HEALTH DEPT.
Q OJALA N
0.26 CIVIL
0 30792
P
ARN uR Na1P. DAT
,-
USE A 330 GPD DESIGN FLOW
4.
- 10
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-
SEPTIC TANK: 330 GPD ( 2 ) = 660
5.
-
PIPE JOINTS TO BE MADE WATERTIGHT.
"
TANK (RE -USE EXISTING)
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
USE A -JaM GALLON SEPTIC
ENVIRONMENTAL CODE TITLE V.
LEACHING:
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
*i2.89
2(25 + 12.83) 2 (.74) = 112
TO BE USED FOR ANY OTHER PURPOSE.
SIDES:
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
25 x 12.83 (.74) = 237
BOTTOM:
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
412.55
TOTAL: 472 S.F. 349 GPD
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
�
FROM BOARD OF HEALTH. .
`.•
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR
10.
PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING FAILED LEACH PIT
`.•
EQUAL) WITH 4' STONE ALL AROUND
-12.66
,
+16.75
LEGEND
TITLE 5 SITE PLAN
I
u.9s
100.0 PROPOSED SPOT ELEVATION
OF
JEAN N E S PATH
24
;•
I
100x0 EXISTING SPOT ELEVATION
IN THE TOWN OF:
N ' ,
100 PROPOSED CONTOUR
YARMOUTH (PORT)
100 EXISTING CONTOUR
PREPARED FOR: BORTOLOTTI CONSTRUCTION/FORTIER
)omit vn" d f r ". EPAIZ OF SEP T''*' IYS T Eil
�O ON'LV, due t( State and 9.,eca! se-,' ^rinnces.
DOard of U .' h revlev, and z1I,I,r uircd
*10.57 for any iui.srQ . ',' +,nr:srrcrcvut c nions to
BOARD OF HEALTH
tf� eaith I)epartrrt nt MA
';'APPROVED DATE
'_ 11.95
off 508-362-4541
fox 508 362-9880880
+15.87 jy
down cape engineering, Inc.
JEANNE'S PATH CIVIL ENGINEERS
LAND SURVEYORS
...........
939 main st. yarmouth, ma 02675
20 0 20 40 60
SCALE: 1" = 20' DATE: FEBRUARY 21, 2006
0GC�G���'I�D
ri of sS9cyG aH aFticas I EB L 8 2006.
° AHE ARNE H. s9Oy
OJALA `, HEALTH DEPT.
Q OJALA N
0.26 CIVIL
0 30792
P
ARN uR Na1P. DAT