HomeMy WebLinkAbout150.14.1 - Title 5 Site Plan (2)TOP FNDN. AT EL 40.0
SLAB
AT +
EL
31..0'
i 27.75'
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (� TO SCALA
ACCESS COVER (WATERTIGHT) TO
WITHIN 6' OF FIN. GRADE
31.0' MINIMUM .75' OF COVER OVER PRECAST / 2% SLOPE REQUIRED OVER SYSTEM
PFGALLON
ED 1500 LLL --
SEPTIC
27 50
TH- 15L
1 GAS
26.52' .
\__6' CRUSHED STONE OR MECHANrAL
COMPACTION. (15.221 [21)
PIPE LEVEL
FIRST 2'
DEPTH OF FLOW 4' (5 % SLOPE) (_% SLOPE)
TEE SIZES:
INLET DEPTH 1 ow
OUTLET DEPTH = 14'
FOUNDATION- 12' - SEPTIC TANK 20'
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 0 PROPOSED CONTOUR
- - 100 - EXISTING CONTOUR
000000 PROP. RETAINING WALL
I
120' 19.0' 132' 2.5Y 6/422.0'
03-203 NO GROUNDWATER ENCOUNTERED
2' DOUBLE WASHED PEASTONE \
TEST HOLE
LOGS
NOTRId1AY DRIVE
2. MUNICIPAL WATER IS AVAILABLE
ENGINEER: A. H.
OJALA,
PE
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H- 10
WITNESS: AMY VON HONE, RS
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
DATE: 7/24/03
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
PERC. RATE _
< 2 MIN/INCH
LOCUS MAP
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
`
CLASS I
SOILS
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
ASSESSORS MAP 150 PARCEL 14.1
OBTAINED FROM BOARD OF HEALTH.
ELEV.�
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
ELEV.
TOWN OF YARMOUTH VARIANCE REQ'D: TOP FNDN TO
BELOW HIGH POINT IN ROAD (11' VARIANCE
33.0,
LS
LS
4" 1OYR 4/2
4"
10YR 4/2
E
E
FS
FS
6" 1OYR 5/2
6"
1OYR 5/2
B
LFS
LFS
37" 1OYR 5/6
25.9'
30"
1OYR 5/6
30.5'
C1
C1
MED/COS
W/GRAVEL
MED/COS
W/gzAYEL
72' 2.5Y 6/6
�„
2.5Y 6/6
C2
C2
MS
MS
2.5Y 6/4
120' 19.0' 132' 2.5Y 6/422.0'
03-203 NO GROUNDWATER ENCOUNTERED
2' DOUBLE WASHED PEASTONE \
D' BOX 20' LEACHING
FACILITY
3' MAX.
NOTES
E 9'
1. DATUM IS ASSUMED
NOTRId1AY DRIVE
2. MUNICIPAL WATER IS AVAILABLE
I .
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H- 10
LOCUS b7
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT UNE STAKING.
LOCUS MAP
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TO
DOUBLE WASHED ST02
D' BOX 20' LEACHING
FACILITY
3' MAX.
NOTES
E 9'
1. DATUM IS ASSUMED
NOTRId1AY DRIVE
2. MUNICIPAL WATER IS AVAILABLE
I .
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H- 10
LOCUS b7
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT UNE STAKING.
LOCUS MAP
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
NOT TO SCALE
5.17' 9• COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
ASSESSORS MAP 150 PARCEL 14.1
OBTAINED FROM BOARD OF HEALTH.
LOCUS IS WITHIN FEMA FLOOD ZONE C
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
TOWN OF YARMOUTH VARIANCE REQ'D: TOP FNDN TO
BELOW HIGH POINT IN ROAD (11' VARIANCE
BOTTOM TH 1 EL19.0' PRIOR TO COMMENCEMENT OF WORK. REQUESTED)
i h
0
/ �ryry^
/
/tiry / / / / 2044• N
ILOT 53 I ' a
/41,267±! SQ1 FT!
l
I /
J'
� / ' DECK
D IVE"Y
/ / / 30.5
I PROP. DWELL1.0 /
0 TOP FNDN = 40.0' 9
'' N 35. /
// (H2 /
43- 44- - - - 45�
bs �,
8
, 15 30 45 .0 75 FEET
I
mIr
7�3�
i os.,.,
a -o
MARSHSIDE DRIVE
+ 46.6 BENCH MARK - CENTER OF
C. BASIN ELEV. = 48.7
SEPTIC DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD
USE A 550 GPD DESIGN FLOW
SEP11C TANK: 550 GPD (2) = 1100
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES2 (47.5 + 10.83) 2 (.74) = 172 GPD
B3'7;'GM 47.5 x 1O.S3 (.74,,' = 30-0 CPD
TOTAL:- 746 S.F. 552 GPD
USE (5) 500 GAL LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.5' STONE AT ENDS AND 3' AT SIDES
_ , MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
67 MARSHSIDE DRIVE
YARMOUTH (PORT)
PREPARED FOR
PETER MOULTON
MARCH 25, 2005
off 508-362-4541
fax 508-382-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
NII
1 939 main st. yarmouthport ma 02675
{.
03-203SP.DWG