HomeMy WebLinkAbout32 Carver Road - Site Plan 2TOP FNDN. AT EL. 17.8' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
,
ACCESSCOVER(WATERTIGHT) TO
11MINIMUM .75' OF COVFR OVFR PRFrA[T
RUN PIPE LEVEL
* %-FOR FIRST 2'
PROPOSED 1500 r/
. 14.0' GALLON SEPTIC 13,75' H-20
TANK (H- 10 ) GAS 12
BAFFLE 12.77' ��
MIN
(---L% % SLOPE) �_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (2)) g
DEPTH OF FLOW = 4' ( H
TEE SIZES: %SLOPE)
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
PROP. 1500 GAL,
SEPTIC TANK
+ 15.1 EXIST. SEPTIC TANK
�"�. / (PUMP AND REMOVE)
ti�Y /5
� Pv
+ 16.1
�T• �// ham. /\ \ 62
c S• \
/ 15.6 \ R�' \7 15.8
-f' 5.4
U.
.5 PROP 16.4
D.N OfC/r
7S' (SLAB)
35
T
J°� REMOVE BH
LOT 176
\ .14 PROP. EXIST. DWELL.- 6,060± SQ. F'
7 / DRIVE
WATERMAIN ON \< 4
OPPOSITE SIDE OF \ 77f 4,16.
STANDISH WAY Cy \ \170 RfT \ 16 �I.
q� 7 hoz l a 116 .2 OD
5
14 V ' OVER HEAD
W ( UTILITIES
J r
914.1
\ `isas
BENCH MARK - CTR. OF +414.1
CATCH BASIN. EL. = 13.5'
ASSESSORS MAP 29 PARCEL 214
ZONING DISTRICT:
RS -25
TEST HOLE
LOGS
FRONT = 30'
SIDE = 15'
ENGINEER: RICK JUDD, RS
ENCOUNTERED
2% SLOPE REQUIRED OVER SYSTEM
16.0'
WITNESS: AMY VON HONE,
RS
2" DOUBLE
/H-20
WASHED PEASTONE1/16/03
FEASIBLE COMPLIANCE
(18" MINIMUM COVER)
13113.0,
DATE:
(10' TO 5')
HIGH CAPACITY INFILTRATORS
PERC. RATE _ < 2 MIN/INCH
4.
DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10
1500
5.
PIPE JOINTS TO BE MADE WATERTIGHT. (D -BOX TO BE H-20)
CLASS I SOILS
P#
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODETITLE V.
3.5' 0 SIDES
+ 9,83)2 (74) 149
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
if
1.5' ® ENDS
BOTTOM: 40.5 x 9.83 {.74) = 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
USE (6) H-20
HIGH CAPACITY INFILTRATORS WITH
2'
FROM BOARD OF HEALTH.
3.5' STONE AT
SIDES, 1.5' AT ENOS AND 14" UNDER
10.
14
*DWELL. IS SHOWN
LEGEND
TITLE 5 SITE PLAN
AS FOUNDATION WITH
OUTER TRIM 1 OO.O
PROPOSED SPOT ELEVATION
OF
10.5'CI(�
ELEV.
3/4" TO 1 1/2"
DOUBLE WASHED STONE
is -n'
IN
THE TOWN OF:
100
PROPOSED CONTOUR
FILL
(WEST) YARMOUTH
- 100 -
EXISTING CONTOUR
PREPARED FOR: BRIAN I McCARTHY
6.5'
22,.
20 0 20 40 60
- 2'
LEACHING
BW
SCALE: 1" = 20' DATE: JANUARY 20, 2003
APPROVED
FACILITY
REV. 2/11/03 (MOVE S1 EM)I7
VJJ
LMS
off 508-362-4541
! �,
BOTTOM TH EL. 4.0'
40„
10YR 4/6
12.67
C
-
- PERC
®
M -C
2.5Y 6/6
ASSESSORS MAP 29 PARCEL 214
ZONING DISTRICT:
RS -25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
ENCOUNTERED
FLOOD ZONE: C
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
TOTAL LOT COVERAGE 23.6%
DATUM IS NGVD
VARIANCES REQUESTED
UNDER MAX.
FEASIBLE COMPLIANCE
15.405:
1 a: SAS TO LOT LINE
(10' TO 5')
1b: ST TO FNDN (10'
TO 9')
fox 506 362-9680
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
66-053 939 slain St. yarnouth, mia •(126`75
°3
i. DATE
I
144"
4.0'
NATES:
NO WATER
ENCOUNTERED
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
) 1.
DATUM IS NGVD
DESIGN FLOW:
4 BEDROOMS ( 110 GPD) = 442 GPD
2.
MUNICIPAL WATER IS EXISTING
USE A 440 GPD DESIGN FLOW
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
_SEPTIC TANK:
440 GPD (_2_) = 880
4.
DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10
1500
5.
PIPE JOINTS TO BE MADE WATERTIGHT. (D -BOX TO BE H-20)
USE A -___
GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODETITLE V.
SIDES: __2(40.5
+ 9,83)2 (74) 149
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
BOTTOM: 40.5 x 9.83 {.74) = 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
USE (6) H-20
HIGH CAPACITY INFILTRATORS WITH
FROM BOARD OF HEALTH.
3.5' STONE AT
SIDES, 1.5' AT ENOS AND 14" UNDER
10.
PUMP & REMOVE EXISTING SEPTIC SYSTEM
*DWELL. IS SHOWN
LEGEND
TITLE 5 SITE PLAN
AS FOUNDATION WITH
OUTER TRIM 1 OO.O
PROPOSED SPOT ELEVATION
OF
32 CARVER ROAD
100x0
EXISTING SPOT ELEVATION
IN
THE TOWN OF:
100
PROPOSED CONTOUR
(WEST) YARMOUTH
- 100 -
EXISTING CONTOUR
PREPARED FOR: BRIAN I McCARTHY
20 0 20 40 60
BOARD OF HEALTH
MA
SCALE: 1" = 20' DATE: JANUARY 20, 2003
APPROVED
DATE
REV. 2/11/03 (MOVE S1 EM)I7
VJJ
off 508-362-4541
! �,
fox 506 362-9680
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
66-053 939 slain St. yarnouth, mia •(126`75
°3
i. DATE
I