HomeMy WebLinkAbout106.26.3 - Title 5 Site Plan (Copy 2)LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
100 EXISTING CONTOUR
02-206 (LOT 10)
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED
, MA
DATE - BOARD OF -HEALTH
16 g9 Z, 77
SF.
V�
SYSTEM PROFILE
TOP FNDN. AT EL. 39.0'NO.1 ES
ACCESS COVER TO WITHIN '6" OF FIN. GRADE (NOT TO S�L�
ACCESS COVER (WATERTIGHT) TO. ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS ASSUMED
38.0' MINIMUM .75' OF COVER OVER PRECAST F
WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM 2. MUNICIPAL WATER IS AVAILABLE
f 36.0'
PROPOSED -1500
GALLON SEPTIC
34.70' TANK (H-0
)
E
PIPE LEVEL
FIRST 2'
(12_% SLOPE) \__6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF -FLOW 4' 2'''
TEE SIZES: (-%� SLOPE) (� % SLOPE)
INLET DEPTH 10"
OUTLET DEPTH m 14"
FOUNDATION- 13° - SEPTIC TANK 20' D' BOX
PROP. 3' HIGH RET. WALL
T.W. ELEV. 45.0'
/ PROVIDE APPROXIMATELY
65' OF 40 MIL LINER AT
/ 5 OFF SAS N AREA
SHOWN. TOP AT ELEV.
32.3', BOTTOM AT ELEV.
28.3'
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND.
UNDISTURBED
VEGETATED
DRAINAGE
EASEMENT
30,243± S.F.
DIRECT ALL WATER AWAY
FROM DWELLING
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 106 PARCEL 26.3
LOCUS IS WITHIN FEMA FLOOD ZONE C .
TEST HOLE LOGS
ENGINEER`. DAVID FLAHERTY, R.S.
WITNESS: PHIL RENAUD, YBOH
DATE: JANUARY 16, 2007
PERC RATE = < 2 MIN/INCH
CLASS I SOILS P#
4 ELEV. 2
0" 31.7'
0/A/E
LS
tOYR 5/1
6" 31.2' g".
B
LS
32" 1OYR 4/6 29.0' 36-
120"
C PERC
MS
2.5Y 5/6 -
21:7' 120"
NO GROUNDWATER EN0
5'�rF,1ci!t�
c DANIEL
DANIELA A.
_.OJALA� OJALA y
CML o No. 409
1GISTE2L 4. ( a SS OP
0S lip
DATE A. OJALA, P.., P.L.S.
OF
8 BRUSH HILL ROAD
YARMOUTH PORT
PREPARED FOR
OUR FIRST HOME
ELEV.
33:8'
23.8'
DATE: FEBRUARY 23, 2007
REV. DATE: SEPTEMBER 5, 2007
DATE: SEPTEMBER 24, 2007 (BLDG ENVELOPE)
i
Scale- 1 "= 20'
Dep-✓!F''O 10 20 30 40 50 FEET -
r
nee off 508-362-4541
fax 508 362-9880
f
Yo wn cope en gin e erin g, Inc.
Cl VIL ENGINEERS
LAND SURVEYORS
'9 Main Street - YARMOU THPOR T, MASS.
02-206OUR-FIRSTHOME TOPO LOTS 4-7,9,10.DWG (DDF)
33.0
2" DOUBLE WASHED PEASTONE
OR GEOTEM E FABRIC
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
3' -MAX.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO -BE
AASHO
32.25'
H-10
r-1
E3O O O C7
O 0
5. PIPE JOINTS TO BE MADE
WATERTIGHT.
31.42' o00o
a =E:]
0
C3 O
O O r -1Q O
O O
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
TH
2'V
'
o 0
0 o C7 O 0
C7 0 a _:_29.42'
MASS. ENVIRONMENTAL CODE TITLE V.
3/4" TO 1
1/2" DOUBLE WASHED STONE
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
T TO
BE USED FOR LOT LINE STAKING OR ANY OTHER P
POSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
13
LEACHING
FACILITY
7.7
5.32
9. COMPONENTS NOT TO BE BACKFILLED OR CONCE
LED
WITHOUT INSPEC11ON BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM -BOARD- OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
BOTTOM TH 1 EL. 21.7'
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
LOT 7 ADJ WATER AT EL 24.1
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIG
TO
COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHAL
BE
REMOVED 5' BENEATH -AND 'AROUND THE PROPOSED
LEACHING FACILITY.
PROP. 3' HIGH RET. WALL
T.W. ELEV. 45.0'
/ PROVIDE APPROXIMATELY
65' OF 40 MIL LINER AT
/ 5 OFF SAS N AREA
SHOWN. TOP AT ELEV.
32.3', BOTTOM AT ELEV.
28.3'
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND.
UNDISTURBED
VEGETATED
DRAINAGE
EASEMENT
30,243± S.F.
DIRECT ALL WATER AWAY
FROM DWELLING
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 106 PARCEL 26.3
LOCUS IS WITHIN FEMA FLOOD ZONE C .
TEST HOLE LOGS
ENGINEER`. DAVID FLAHERTY, R.S.
WITNESS: PHIL RENAUD, YBOH
DATE: JANUARY 16, 2007
PERC RATE = < 2 MIN/INCH
CLASS I SOILS P#
4 ELEV. 2
0" 31.7'
0/A/E
LS
tOYR 5/1
6" 31.2' g".
B
LS
32" 1OYR 4/6 29.0' 36-
120"
C PERC
MS
2.5Y 5/6 -
21:7' 120"
NO GROUNDWATER EN0
5'�rF,1ci!t�
c DANIEL
DANIELA A.
_.OJALA� OJALA y
CML o No. 409
1GISTE2L 4. ( a SS OP
0S lip
DATE A. OJALA, P.., P.L.S.
OF
8 BRUSH HILL ROAD
YARMOUTH PORT
PREPARED FOR
OUR FIRST HOME
ELEV.
33:8'
23.8'
DATE: FEBRUARY 23, 2007
REV. DATE: SEPTEMBER 5, 2007
DATE: SEPTEMBER 24, 2007 (BLDG ENVELOPE)
i
Scale- 1 "= 20'
Dep-✓!F''O 10 20 30 40 50 FEET -
r
nee off 508-362-4541
fax 508 362-9880
f
Yo wn cope en gin e erin g, Inc.
Cl VIL ENGINEERS
LAND SURVEYORS
'9 Main Street - YARMOU THPOR T, MASS.
02-206OUR-FIRSTHOME TOPO LOTS 4-7,9,10.DWG (DDF)