HomeMy WebLinkAbout7 Edgewater Drive - Site Plan 2TOP FNDN. AT
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
— ACCESS COVER (WATERTIGHT) TO
41.0 MINIMUM .75' OF COVER OVER PRECAST % WITHIN 6' OF FIN, GRADE 2% SLOPE REOUIRED OVER SYSTEM
1 I _
PIPE LEVEL
FIRST 2'
(_% SLOPE) �_6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 E23) MIN
DEPTH OF FLOW 4' (_LY Z SLOPE) < 1 % SLOPE)
TEE SIZES,
INLET DEPTH = 10"
OUTLET DEPTH =-14"
FOUNDATION— 125' — SEPTIC TANK 6'
NID
�1
L=55.71'
R=30.00' `'v
UTIL POLE
1 01-255
D' BOX
BENCH MARK - CTR. OF CATCH
BASIN. ELEV. = 33.6'
EDGEWATER DRIVE
L=156.90'
R=129.75'
UTIL POLE
Ne
DOUBLE WASHED PEASTONE\
r' m
3/4' TO 1 1/2' DOUBLE WASHED STONE
12'
LEACH NG
FACILITY
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
70:1 WITNESS: AMY VON HONE, RS
DATE: 10/24/01
33' MAX. PERC. RATE _ < 2 MIN/INCH
37.83' CLASS I SOILS P# T
15.4'
19.6'
IN
ra>o
ELEV.
39.0' 0'
Q 30.0'
FILL
I
11 1
LS
11" 1OYR 3/3
BW
LS
10YR 4/6
32" 27.33'
C
MS
2.5Y 6/4
I
'p Locus
40
LOCATION MAP NTS
ASSESSORS MAP 91 PARCEL 13
ZENING DISTRICT: R 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR 20'
PLAN REF, - 451/48
FLOOD ZONE: C
FILL
6"
28.3_3' 124"
1
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
A
PROP. KEYED BLOCK RETAINING
WALL. TOP WALL ELEV. 36.0'
USE (4) X00 GAL. LEACHING CHAMBERS (ACME OR
SL
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10YR 4/3
NOTES:
13"
STONE AT SIDES AND 2.5' AT ENDS
NO WATER ENCOUNTERED
GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS
BW
�FPTTC TIFI, t% -N• trAPPAr.F P1cenSF_R IS NOT
LS
1.
DATUM IS NGVD
10YR 5/6
ALL RUN-OFF TO BE CONTAINED ON-SITE
34"
= 440 GPD
36.17'
M'.., NICIPAL WATER 1` AvAi ABLE
C
USE A 4_40_ UPD DESIGN FLOW
MS
M!NiMUM PIPE PITCH TU BE 1/8' PER F'OOT.
2.5Y 6/6
4.
DESIGN LOAT)1'NG FOR ALL PRECAST UNITS TO BE AASHO H.-10 ,
\ o�
��
Q 30.0'
FILL
I
11 1
LS
11" 1OYR 3/3
BW
LS
10YR 4/6
32" 27.33'
C
MS
2.5Y 6/4
I
'p Locus
40
LOCATION MAP NTS
ASSESSORS MAP 91 PARCEL 13
ZENING DISTRICT: R 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR 20'
PLAN REF, - 451/48
FLOOD ZONE: C
GAR \'
A' >\
PROP. 4 SR
DWELLING /
UTIL POLE
^
128"
TOTAL: !621
28.3_3' 124"
1
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
19.6'
PROP. KEYED BLOCK RETAINING
WALL. TOP WALL ELEV. 36.0'
USE (4) X00 GAL. LEACHING CHAMBERS (ACME OR
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
a TAPER TO ELEV. 34.0'
END
NOTES:
EQUAL) WITH 3'
STONE AT SIDES AND 2.5' AT ENDS
NO WATER ENCOUNTERED
GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS
�FPTTC TIFI, t% -N• trAPPAr.F P1cenSF_R IS NOT
ALLO' M _._ _ -.._ >
1.
DATUM IS NGVD
11.
ALL RUN-OFF TO BE CONTAINED ON-SITE
DESIGN FLO'.7 4_ BEDROOMS ( 110 GPD)
= 440 GPD
2.
M'.., NICIPAL WATER 1` AvAi ABLE
USE A 4_40_ UPD DESIGN FLOW
3.
M!NiMUM PIPE PITCH TU BE 1/8' PER F'OOT.
SEPTIC TANK: 44 GPD (�) = 880
4.
DESIGN LOAT)1'NG FOR ALL PRECAST UNITS TO BE AASHO H.-10 ,
\ o�
��
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
('\
USE A 1$00 GALLON SEPTIC TANK
LE END
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
LEACHIN-:
ENVIRONMENTAL CODE TITLE V,
\\ <4
2(39 + 10.83) 2 (.74)
= 147.5
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
\
\\
SIDES,
PROPOSED SPOT ELEVATION
OF
TO BE USED FOR ANY OTHER PURPOSE.
\
BOTTOM: 39 x 10.83 (.74)
= 312.5
B.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
GAR \'
A' >\
PROP. 4 SR
DWELLING /
UTIL POLE
^
TOTAL: !621
S.F, 460 GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
PROP. KEYED BLOCK RETAINING
WALL. TOP WALL ELEV. 36.0'
USE (4) X00 GAL. LEACHING CHAMBERS (ACME OR
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
a TAPER TO ELEV. 34.0'
END
AT
EQUAL) WITH 3'
STONE AT SIDES AND 2.5' AT ENDS
10,
GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS
\�
'
11.
ALL RUN-OFF TO BE CONTAINED ON-SITE
ti\
N(�
LE END
TITLE 5 SITE PLAN
PROPOSED SPOT ELEVATION
OF
7 EDGEWATER DRIVE
\tv�\
100xb
EXISTING SPOT ELEVATION
IN
THE TOWN OF:
r,\
00
PROPOSED CONTOUR
(SOUTH) YARMOUTH _
\
— 100 ''—
EXISTING CONTOUR
PREPARED FOR: ROBERT AND SUZANNE
t,\
N t,3,N I
\
NETHERCOTE
40 0 40 80 120
'.. - BOARD OF HEALTH
CPl % Z3 �. MA
APP OVED DATE
N
Ab
O
. fox 508-362-4541
N Pox 506 362-9880
r
N
,
N dm
own cape engineering, c.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main st, yarmouth, ma 02675
:--
SCALE: 1" = 40' DATE: APRIL 24 2002
REV. 7/18/02 (WALL, NOTES)
L.S.
7�6 6o`I—
DATE