HomeMy WebLinkAbout96.40 - Title 5 Site PlanLEGEND
1OO.Q PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
F _ 100 _ PROPOSED CONTOUR
— 100 EXISTING CONTOUR
W PROPOSED WATER
BICE ##02-206
SYSTEM PROFILE
PROP. TOP FNDN. AT EL. 40.0'
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT To SCALE) ACCESS COVER TO WITHIN 3' OF FIN. -GRADE
ACCESS COVER (WATERTIGHT) TO
38.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM zl ri•�
INSTALL INLET
TEE 1" ABOVE
37:0' OUTLET]INVERT -
.75'
35.0'1213,
AS 8" SUMP
33.57'
MIN. (2.5% SLOPE) \_6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH = 10_
OUTLET DEPTH = 14"
FOUNDATION— 18' — SEPTIC TANK
(39 % SLOPE)
— 3' —
PIPE LEVEL / 2" DOUBLE WASHED PEASTONE
FIRST 2' OR GEOTEXTILE FABRIC
0.4'
L
4
DESIGN FLOW: 3 BEDROOMS ® 110 GPD
= 330 GPD
USE A 330 GPD DESIGN FLOW
0"
SEPTIC TANK: 330 GPD (2) = 660
37.3' 0^
ED
=1 O pppp
= 33.3` _
pppp
SIDES: 2 (25 + 12.83) 2 (.74) = 112
GPD
p pppp o
GPD
p
p
p
p E3 p p ED p
2-1
pppp
p pppp
3/4"
TO
1
1/2" DOUBLE WASHED STONE
(-!—X SLOPE)
37.2',
B
D' BOX 12'
B
LEACHING
LS ..,
32"
FACILITY
oP0
J
REQUIRED AROUND
OF
PERIMETER OFLLEACHNGPORTI]IFACILITY;
DOWN TO SUITABLE SOIL LAYER
REPLACE WITH CLEAN MED. SAND.
A \ /
/
/
/41
/
X42 /
/
/
/
/
/
/
3' MAX.
5'
BOTTOM TH-1 EL. 26.3'
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO "BE AASHO
H-10
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 LINE STAKING OR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.'
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT -ALLOWED
L
4
DESIGN FLOW: 3 BEDROOMS ® 110 GPD
= 330 GPD
USE A 330 GPD DESIGN FLOW
0"
SEPTIC TANK: 330 GPD (2) = 660
37.3' 0^
USE- A 1500 GAL. SEPTIC TANK
38.0'
LEACHING:
0/A/E
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
1OYR 4/2
APPROVED
, MA
DATE BOARD OF HEALTH
FILE COPS'
V �\
s.
a :6
LOCUS
Route 6
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 96 PARCEL 40
LOCUS IS WITHIN FEMA FLOOD ZONE 'C'
AS SHOWN ON COMMUNITY PANEL
#250015 0003 C DATED JUNE 17, 1996
TEST HOLE ..LOGS
ENGINEER: DAVID FLAHERTY, R.S.
WITNESS: PHIL RENAUD, YBOH
DATE: JANUARY 16, 2007
PERC. RATE _ < 2 MIN/INCH {ASSUMED)
CLASS I SOILS P#
TITLE 5, SITE PLAN
OF
61 BRUSH -HILL RD.
YARMOUTH (PORT), MA
PREPARED FOR
OUR FIRST- HOME
DATE: FEBRUARY 9, 2007
REV. DATE:` SEPTEMBER 24, 2007 (BLDG ENVELOPE)
...: me (I' �egzrL. •c .
Scale: 1"=20'
0 10 20 30 40 .-50 FEET �--�
off 508-362-4541
FILE COPY
fax 508 362-9880
'(H OF MASy�c/Y /.� �`N.qC 1 w `T, i•..�.'.�
oDANIELA. aN �� DANIEL down cape en gin eerin g, Inc.
OJALA c A k
CIVIL OJALA H tj - -
502 4 No.40990 Cl l�lL ENGINEERS
P�ARF /STE���?� 9OF 5l P
NAL EAG D �, LAND SURVEYORS
1 DATE DANIEL H. OJALA, P.E., P.LS` 939 Main Street — YARMOU THPOR T, Mil SS.
02-206OUR-FIRSTHOME TOPO LOTS 4-7.9,10.DWG (DDF;
L
4
ELEV.
W
Q
ELEV.
0"
37.3' 0^
38.0'
0/A/E
0/A/E
LS
LS
10"
1OYR 4/2
36.5'"
9
1OYR 4/2
37.2',
B
B
LS
LS ..,
32"
1OYR 4/ 6
34.6' 36"
10YR 4/6
35.0
C
C
MS
MS
2.5Y 5/6
2.5Y 5/6
132"
126.3',
120"
28.0'
NO GROUNDWATER
ENCOUNTERED
TITLE 5, SITE PLAN
OF
61 BRUSH -HILL RD.
YARMOUTH (PORT), MA
PREPARED FOR
OUR FIRST- HOME
DATE: FEBRUARY 9, 2007
REV. DATE:` SEPTEMBER 24, 2007 (BLDG ENVELOPE)
...: me (I' �egzrL. •c .
Scale: 1"=20'
0 10 20 30 40 .-50 FEET �--�
off 508-362-4541
FILE COPY
fax 508 362-9880
'(H OF MASy�c/Y /.� �`N.qC 1 w `T, i•..�.'.�
oDANIELA. aN �� DANIEL down cape en gin eerin g, Inc.
OJALA c A k
CIVIL OJALA H tj - -
502 4 No.40990 Cl l�lL ENGINEERS
P�ARF /STE���?� 9OF 5l P
NAL EAG D �, LAND SURVEYORS
1 DATE DANIEL H. OJALA, P.E., P.LS` 939 Main Street — YARMOU THPOR T, Mil SS.
02-206OUR-FIRSTHOME TOPO LOTS 4-7.9,10.DWG (DDF;