HomeMy WebLinkAbout32 Carver Road - Site PlanTOP FNDN. AT EL. 17.8' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
16.5' MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6" OF FIN, GRADE
RUN PIPE LEVEL
\ *
FOR FIRST 2'
�-PROPOSED 1500
GALLON SEPTIC 13.7g'. H 20 o
14.0
' TANK (H- 10 ) GAS
00
BAFFLE 12.77'
MIN
( 2 % SLOPE) \_6" CRUSHED STONE OR MECHANICAL R
COMPACTION. (15.221 [21) o,
DEPTH OF FLOW 4 ( 8 % SLOPE)
TEE SIZES:
INLET DEPTH = 10'
OUTLET DEPTH 14"
FOUNDATION 14' SEPTIC TANK 12' D' BOX
*CONFIRM BUILDING SEWER OUTLET INVERT
PRIOR TO INSTALLATION OF ANY PORTION
OF SYSTEM
WATERMAIN ON
OPPOSITE SIDE OF
STANDISH WAY
1 86-053
PROP. 1500 GAL.
SEPTIC TANK
r EXIST. SEPTIC TANK
(PUMP AND REMOVE)
+ 16.1
62
\
PROP 16.4 O
DN
(SLAB) +
v REMOVE SH
/ �7B
14
4.7 / DRRO
IVE EXIST. DWELL.'
\ � 1
\\ nFR -r�\
C\ l 70 fT 't 16Ar 16
1k1\2 100 q10
gli0 O G
t914.1
BENCH MARK
CATCH BASIN.
+ 15.4
LOT 176
6,060± SQ. IF
WER HEAD
UTILITIES
0
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE \
/H-20 HIGH CAPACITY INFILTRATORS
Ms 14 -Ns
3/4" TO 1 1/2" DOUBLE WASHED STONE
2'
LEACHING
FACILITY
16.0'
F8" MINIMUM COVER)
'
U
m=
BOTTOM TH EL. 4.0
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 1/16/03
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
o" 4
FILL
22"
ELEV.
16-c-
Bw
LMS
tOYR 4/6
40" 12.6.
PERC
C
M -C
2.5Y 6/6
ASSESSORS MAP 29 PARCEL 214
ZONING DISTRICT:
RS -25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
FLOOD ZONE: C
TOTAL LOT COVERAGE: 23.6%
ALLOWED )
VARIANCES REQUESTED
UNDER MAX.
FEASIBLE COMPLIANCE
15.405:
1a: SAS TO LOT LINE
(10' TO 5')
1b: ST TO FNDN (10'
TO 9')
"DWELL. IS SHOWN LEGEND
AS FOUNDATION WITH
OUTER TRIM l OO.O PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
fax 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
TITLE S SITE PLAN
OF 32 CARVER ROAD
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: BRIAN McCARTHY
20 0 20 40 60
MA SCALE: 1" = 20' DATE: JANUARY 20, 2003
REV. 2/11/03 (MOVE
1 /o3
DATE
144-1
4.0'
NOTES:
NO WATER ENCOUNTERED
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT
ALLOWED )
1.
NGVD
DATUM 15
'TESIGN 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 F00'i.
SEPTIC TANK: 440 GPD (2 ) = 880
4.
DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10
-BOX
5.
PIPE JOINTS TO BE MADE WATERTIGHT. (D TO BE H-20)
USE A 1500 GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
_LEACHING:
2(40.5 + 9.83)2 (.74)
= 149
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
SIDES:
TO BE USED FOR ANY OTHER PURPOSE.
40.5 x 9.83 (74)
BOTTOM:
= 294
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 599 S.F. 443 GPD
9,
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
n (6) H-20 HIGH CAPACITY INFILTRATORS
WITH _
FROM BOARD OF HEALTH.
3.5' STONE AT SIDES, 1.5' AT ENDS AND
14" UNDER
10.
PUMP & REMOVE EXISTING SEPTIC SYSTEM
"DWELL. IS SHOWN LEGEND
AS FOUNDATION WITH
OUTER TRIM l OO.O PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
fax 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
TITLE S SITE PLAN
OF 32 CARVER ROAD
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: BRIAN McCARTHY
20 0 20 40 60
MA SCALE: 1" = 20' DATE: JANUARY 20, 2003
REV. 2/11/03 (MOVE
1 /o3
DATE