HomeMy WebLinkAbout71 Old Hyannis Road - Site PlanTOP OF FNDN = EL 72.00
EL71.5+
ACCESS COVER WITHIN 6" TO FIN. GRADE
EI -69+
MINIMUM .75' OF COVER OVER PRECAST
PROPOSED. 1,500
GALLON SEPTIC
6595
TANK (H-10)5EG
AS
ACCESS COVER (WATERTIGHT)
WITHIN 6" TO FIN. GRADE
J1//--RUN PIPE LEVEL
'''7�'' /-FOR FIRST 2'
/I H-10 �-
- 2" DOUBLE WASHED PEASTONE
2% SLOPE RFOUIRFn nVFR cvcrru
o FLOW LINE
EL 5.5
V6" CRUSHED STONE OR MECHANICAL
DEPTH OF FLOW = 4' COMPACTION. (15.221 [21) 3.5' O SIDES 10
3' O ENDS
REQUIRED TEE SIZES:
INLET DEPTH - 10" MIN. BELOW FLOW LINE H_P0
OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE 14
I off$ _
( 2 MIN. SLOPE) ( MIN. SLOPE) ( MIN. SLOPE) 3/4" TO 1 t/2" DOUBLE WASHED S"'ONE
FOUNDATION 22' SEPTIC TANK 10'-QiD''CB�OX 'D Ti�i4T�Ti� LEACHING FACILITY
SEPTIC .DESIGN: (WnAGE DISPOSER IS NOT ALLOWED) -sn + �Q+"+ z
NUMBER OF BEDROOMS' 3 (NOT TO S('ALE)
3' MAX.
3.5' O SIDES
3' O ENDS
18'
EI -64.67
14'
DESIGN
A 330 G/P REQUIRED DESIIGNRFLOW 30 G/D 4.9�
USE
SEPTIC TANK I B.g'
330 G/D (2) = 660 G/D
USE PROPOSED 1,500 GALLON SEPTIC TANK
LEACHING MOF TH 58.8
SIDE AREA: 2 x 2' x (9.83'+31') - 163.3 SF SEE SOIL LOGS
BOTTOM AREA: 9.83' x 31' = 304.7 SF
SIDES: 163.3 SF
BOTTOM OF 58.6
+ BOTTOM: 304.7 SF SEE SOIL LOGS
TOTAL: 468 SF
PROPOSED CAPACITY: 468 SF x X 0.74 G/D/SF - 346.3 G/D O.K. -
USE: (6) H-20 HIGH CAPACITY INFILTRATORS WITH 3.5' STONE AT
SIDES, 3' AT ENDS, AND 14" BELOW.
512'"�C MM DESIGN D= /
JANE A. RYER / BENCHMARK:
DOUGLAS A. ROBERTCONCRETE BOUND I
a. SON /
EL.71.33 I /I 1
CERT# . \ - na , / I /
+ + 1 I I I I I I (' / ^ / 8 `a�\ \ \ / ^ / I
LCP 39085 \ I
o m 1 / / / f�Ncll \ 1
1.3CB/DH FIND
/ / / (DISPL.)
365.61 \ \ \ ^ ,� 4./27// / !
73
71
PROPOSED X 71.0,- , 1 / /off!! Ir
\ \ /
' 070.6 \ \ DRIVEWAY
o LOT 1 71s
42,30 s.f. ' / /
/ !p 0.97 ac. r I
_>-
X 70.6
PROPOSED 3jar-
199.81
0
- \ /
/ o o BEDROOM DWELLING / N , l/ I
n \ TOP OF FNDN=EL. 72.00p A 0
- _.-- --oo i / /l If 11 1 1 !I (l 1 /' / �V/ \ 9 a o X 71.5 �7gs0' i tr
LOT 3�C
o00N
�3 o
c' lb /38/) / / / 11 1 \ / / lba 1. 6 Lnr) l / 0 c'
0 1 \ 1 6 _-----64-- o
l l(64 6 65
0 J1
DO
_194.06 s9\ I 1
LOT 2
SCALE 1" 4n
APPROVED DATE - BOARD OF HEALTH
99-403 }-i6�0 f���J MA
DATE
ARNE H.
444&
WATER SHUT OFF VALVE
v
TO BE LOCATED
---W-
EXISTING
SOIL CLASS:
ED LOCATION
GAS SHUT OFF VALVE
TO BE LOCATED
-�_
EXISTING GAS LINE
SANDY LOAM
10YR 2
TO BE LOCATED
-p`
EXISTING PHONE LINE
TO BE LOCATED
EXISTING ELECTRIC LINE
(24 GAL. < 15 MIN,)
TO BE LOCATED
EXISTING CABLE T.V. LINE
9":
TO BE LOCATED
-70-
EXISTING CONTOUR
+ 70.6
EXISTING SPOT GRADE
PROPOSED CONTOUR
x
PROPOSED SPOT GRADE
THI
Q
84,6
SOIL TEST HOLE
SEE TEST HOLE LOG(S)
Y
DENNIS
`POND%~
Uli 1
LOCUS
MID CAPE a EXIT 1
7 / HIGHWAr - RT,6
LOWS M" -
SCALE 1" = 2000'
ASSESSORS MAP 94, PARCEL 1, LOT 1
FLOODZONE: C
*ZONING DISTRICT: R-40
MINIMUM YARD SETBACKS:
FRONT - 30 ft.
SIDE/REAR - 20 ft.
*TO BE CONFIRMED BY BUILDING COMMISSIONER
DEPTH
(in.) TH1 ELEVATION
0'O/A
87.6
SOIL CLASS:
I (SANDS, LOAMY SANDS)
PERC RATE:
< 2 MPI (5 MPI DESIGN)
SANDY LOAM
10YR 2
PRESOAK:
0:00:00-0:09:45
A4
(24 GAL. < 15 MIN,)
B'
66.9
9":
0:09:45
LOAMY SAD
BOTTOM PERC:
AT 66" EL.62A
2.SY56
I
NO WATER OBSERVED
36"
Q
84,6
FINESAND
DATE:
1/10/00
2.5 Y 6/4
ENGINEER:
MICHAEL S. FARIA, SE
1,'
-----
gg•6
(DOWN CAPE ENGINEERING)
lO T /1^43
t11y1pAt HOU
TEST
WITNESS:
AMY VON HONE, RS
EXCAVATOR:
OWNER'S EXCAVATOR
SCALE
DEPTH
(in.) TH2 ELEVATION
0'
70.6
SOIL CLASS:
I (SANDS, LOAMY SANDS)
SAND LOAM
10 YR 4 2
PERC RATE:
< 2 MPI (5 MPI DESIGN)
(ASSIGNED O Cl)
8'
89.9
LOAMY SA D
2.5 p 6
NO WATER OBSERVED
48"
66.6
1TION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-868-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM ASSUMED FROM QUAD.
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H10.
5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
BE USED FOR ANY OTHER PURPOSE,
6. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
7. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
8. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
9. PIPE JOINTS TO BE MADE WATERTIGHT.
10. WATER TEST D -BOX FOR LEVELNESS.
off. 508-362-4541
fax 508-362-9880
down cape engineering, inc.
o"AA-4, of aJCIVIL ENGINEERS
ARNE' LAND SURVEYORS
6346 939 main st. yarmouth, ma 02675
xos
S.
TITLE 5 SITE PLAN
OF LAND IN
YARMOUTHPORT. MA
PREPARED FOR SID SIDDHARDTH
LOCATED AT LOT 1 OLD HYANNIS ROAD
YARMOUTHPORT, MA 02675
SCALE: 1 "=30' DATE: 9-25-00
REVISED: 2-9-01
30 03� a n y 60 90 Ft.