HomeMy WebLinkAboutEngineered Plan - 20021 , SYSTEM PROFILE
TOP FNDN. AT EL. 9 2
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
2' DOUBLE WASHED PEASTONE
RUN PIPE
r�— FOR FIRSTL
16.6' EVEL 2' 3' MAX.
(EXIST)*, PROPOSED 1 00
GALLON SEPTIC 15 25' if 15.5' . .
15.50' TANK <H--10.191
GAS �0C
BAFFLE 14.71
4. 14.6 O O O EO = O O
; - 4' AROUND
MIN E:j000 O 0000
( 2 % SLOPE) �6' CRUSHED STONE OR MECHANICAL oo $ 2' y O O O O O O O M 0 12.6'
*PLUMBING TO BECOMPACTION. (15.221 I2))
RE-ROUTED'TO EXIT FRONT DEPTH OF FLOW = 4 (--Ly % SLOPE) ( 1 % SLOPE) 3/4' TO 1 1/2' DOUBLE WASHED ST,ONE,""/
OF DWELLING AT ELEV. TEE SIZES
SHOWN (OR AT MINIMUM 10"
ELEVATION OF 16.1' IF INLET DEPTH
PLUMBING REQUIRES 14"
LOWERING) OUTLET DEPTH -
LEACHING
----
FOUNDATION 26' SEPTIC TANK 37' D' BOX 13' FACILITY
ROUTE 6A
L02-376
4'
USE PERCHED WATER AT EL. 8.6'
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: ll/
26/Q2
PERC. RATE <_ 2 MIN/INCH
CLASS 1 SOILS P#
147 ELEV.
0; 18.6'
10"
F1 LL
BW
LMS
1OYR 5/6
Cl
FS
2.5Y 6/4
C2
SILTY LOAM
2.5Y 5/2-
20.5
/220.5 136" 7.2'
°
NOTES,
�o
-+ 19.9 1 DATUM IS ASSUMED
30" 16.1 '
120" 8.6' OBS WATER
(PERCHED)
LOCUS
ROUTE 6A
I �
92
fi MARGARET JOSEPH RR -
9a
9
y o
LOCATION MAP NTS
ASSESSORS MAP 124 PARCEL 74
VARIANCE REQUESTED UNDER MAX. FEASIBLE
COMPLIANCE 15.405:
10: REDUCTION IN SETBACK, SAS TO LOT LINE
(10'TO7')
1i: REDUCTION IN (PERCHED) WATER
SEPARATION (5' TO 4')
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED >
DEQ IGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD
2.
MUNICIPAL WATER IS EXISTING
USE: A 330 GPD DESIGN FLOW
3.
MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
_
4.,_
DFSTGN L_DADING _ FOR ALL -_PRECAST _ UNITr_.T0 _F3F _ A,4SHn H -10., _.
SE�`TIC TANK: 330 GPD ( 2 > - 660
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
USE: A 150Q GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
LEACHING: -
2(25 + 12.83) 2 (.74)
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
SIDES: 112
TO BE USED FOR ANY OTHER PURPOSE,
25 x 12.83 (.74) 237
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC,
BOTTOM=
9•
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
TOTAL: 472 S.F. fig_ GPD
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR
FROM BOARD OF HEALTH.
EQUAL) WITH 4' STONE ALL AROUND
10.
PUMP & REMOVE (OR : FILL W/CLEAN SAND) ALL CESSPOOLS
LEESS
TITLE 5 SITE PLAN
100.0 PROPOSED SPOT ELEVATION
OF 59ROUTE A M�P,Z 7
P�� 4
100x0 _ EXISTING SPOT ELEVATION
IN
THE TOWN OF:
too PROPOSED CONTOUR
YARMOUTH(PORT)-
ARMOUTH(PORT)100
100EXISTING CONTOUR
PREPARED FOR: gORTOLOTTI CONSTRUCTION/ELLIS
X - X FENCE
20 0 20 40 60
BOARD OF HEALTH
MA
SCALE: 1„ 20' DATE: DECEMBER 5, 2002
PROVDATE
off 508-362-4541
Q W Efax
508 362-9880
JAN 1 4 2003
down cape engineering, Inc.
�VOF•r^
`9C
HEALTH DEPT.
CIVIL ENGINEERS
o� AANE H. �G �pL1H Uf ,y�
� OJALA 9J
LAND SURVEYORSCIVIL
No. 3
263 l `
939 vain st, yarmouth, ma 02675
A ro E E� �s rcaE DA TE
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