HomeMy WebLinkAbout85 Old Hyannis Road - Site Plan 5i
-ACCESS COVER WITHIN 6' TO FIN. GRADE % ACCESS
69 ERF(WATERTI (WATERTIGHT)
EL•663 �! - -
MINIMUM .75' OF COVER OVER PRECAST
EL•65.283
UN PIPE LEVEL
PROPOSED 1,500 / FOR FIRST 2'
GALLON SEPTIC /
-2' DOUBLE WASHED PEASTONE
.63.55'
'
EL.64.483
DEPTH OF
TANK (H- 10 )
t 6•
FLOW = 4' L -COMPACTION.
L. 3. 0 H-10
GAS EL.63.OB
BAFFLE EL.6325
CRUSHED STONE OR MECHANICAL
(15.221 [2ll
EL.63.D
2
3/4"
Q
Q
Q
Q
TO
(�
Q
Q
Q
1
Q Q U Q
Q Q Q Q
Q Q Q Q
O a a
1/2" DOUBLE
Q Q
Q Q
Q Q
Q O
WASHED STONE
o
SANDY LOAM
REQUIRED
TEE SIZES
INLET
DEPTH = 30' MIN. BELOW
FLOW LINE
(24 GAL. < 15 MIN.)
4'
66.7
< 9': 014.21
LOAMY SAND
BOTTOM PERC: AT 66' EL.615
10 Y 5/6
TA
OUTLET
DEPTH = 14' MIN. BELOW
THE FLOW LINE
64.7
FINE SAND
DATE: 1/10/00
2.5 Y 6/a
ENGINEER MICHAEL S. FARIA, SE
- 150'
54.5
(DOWN CAPE ENGINEERING)
WITNESS: AMY VON HONE, RS
EXCAVATOR: OWNER'S EXCAVATOR
DEPTH (in.) TH2 ELEVATION
0'O/A
69.0
SOIL CLASS: I (SANDS, LOAMY SANDS)
( 7 MIN. SLOPE) -
( Y MIN. SLOPE)-
( 7 MIN. SLOPE)
PERC RATE: < 2 MPI (5 MPI DESIGN)
SANDY LOAM
(ASSIGNED @ Cl)
10 YR 3/1
B{
! E
'.
4 ' BOX 4' LEACHING FACILITY
D
FOUNDATION
36'
SEPTIC TANK
10 Y 5/6
TART
NO WATER OBSERVED
36'
66.0
LOAMY SAND
10 Y 5/6
64'
SYSTEM
PROFILE
C2
FINE SAND
25 Y 7/a
144'
(NOT TO
SCALE)
1 t off. 508-362-4541
fox 508-362-9�7 0
down cape engineering, in c.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675-
- EL. 63.=
IT
Y �O1 IH
( .0 1113' -2 P1 110 0C1'
'rt' G0',al'TTc
SEPTIC DESIGN, (On WE DISPOSER IS NOT ALLOWM)
NUMBER OF BEDROOMS: 4 // R
D
DES
USE I A 4L G/4 RG/D/BR
/BFl=Oy440 G/D _ 1/V�t�
SEPTIC TANK:
440 G/O (2) = 880 G/D . .:
USE PROPOSED 1.500 GALLON SEPTIC TANK
LEACHING:
SIDE AREA 2' x 2' x (12.83'+33') = 183.3 SF
BOTTOM AREA: 12.83' x 33' = 423.4 SF
SIDES: 183.3 SF
+ BOTTOM: 423.4 SF
TOTAL: 606.7 SF
PROPOSED CAPACITY: 606.7 SF x 0.74 G/D/SF = 449 G/D O.K.
SEPTIC SYSTEM DESIGN DATA
�-4-5I&-O\ v / 5p-2`6°It 18bJ01 1 1
/ / / / / / / / / / / \\ \ 64.2/ / 0-1/ 1 1
\ u . 89.4 I / / I /
\` - _ -----/ It / / // / / / / // /_ 5 \M 87"37'23" E / ' 11
86-8--' --- --� � 1 /I I II // ���It �c�bj�) ORRQW} Ir �-----f\\`\ / � IW 9.9
.0 / 1 / / / r I I 1 / 11/ p '54
PIT 1 ( -
/ (n / / / / / / /
/S 87'3723 W 1 1
I QI 9)ULDEROSED
Zo4/ i l / l //+77. 422.&1 1 ! ( r� I f X161.01 `X 62.0 fX 63.0 DRIVEWAY / o j
OPOSED / / FF.��, I ( m N 8737 23 E sE�2.2
ETAINING/WALL / / I
1 I / � ,� 1 1 1 /
+85.6 1 /I / // 56 0 0 /7/
�84.>I g4�'O�i&o0j6
+85.6 I l 00
LOT 4 5 7,
f72.2 W \ _ +63.9 63.5 1 / d93
49,092 s.f. 11L51 n 1 Q a5� // a ! N / f
I h;. I ) i o l p
r 1.13 OC. 6 ljf. (� 1 / PROPOSED r ;_ 1 �' PROPOSED 1 -' 1 I p
I \ r8y-} , •P�t1, .�R _ / DRIVEWAY r �+ 1 ( SOIL ABSORPTION SYSTEM
3- 500 GAL. LEACHING CHAMBERS J 1 I 3
WITH 4' OF STONE ALONG THF SIDES. / n
\ \msµ`.. /i�• �6 l �� 3.75' OF STUNE AT THE ENC, 762.1 I oPROPOSED
BEDROOM DWELLING / } 4U'1v1 S.f. / I p
M
o� I (0 I
PROPOSED C.93 ac. // / I �! o
_Sy, S2. +71.8 } N / 1 co I 1Q� w
63.0 / / +18.8 ^(
v i w
1 \ I oma`>S, \ (IV
-82' ( I lO ,�O 2 ( \ \ +63.4 \ / io
BENCHMARKTH 3 .2
: 1 \ \\ -61.3 a I
STAKE & TACK } (rte / �5� \ \� f I
EL.80.94 } II 1 !r 1T
X82.1 / I `13 - / / \
U f
PROPOSED +7 '
6 1 I �o \, 1 ( 1
�'�{� j SPLIT STONE
RETAINING Wal / i I ( ee R£t w� ) X65.9 \ ( ( lI i FOUND
I
( \ i
/ o
C) 1 T THOLE LOGS
NOT TO SCALE
-78- - - / / I II J1-67.7 \ \ r g 92 I I
f
24678 \ r
62 +X6.8 I ( +66.9 �' \ \ \ 1 1 I
-76.8 I r( \\ / i \ \\ \\ \I +61.1 I I +$8.3
----- _ 4037 \ 55.2 /
( 1 r
-4-68.8
S 7954'53 W \\\ �1
2/ \ i-
/ ---- - - - - ------
7.00 \ 1 1 I I
1 I I +5I
7.5
n)
+76.4
O
2
117 - 53� W x o'W +72.4 71.o N �F
19"54 °N z SITE PLAN
G �
G
SCALE: 1"=30'
99-403 -
APPMED DATE BOARD OF HEALTH
-- -- MA
LEGEND YARYOUTHPORT
aOo WATER SHUT OFF VALVE
TO BE LOCATED {Zc::�
- EXISTING WATER LINE !.
PROPOSED LOCATION I DENNIS 1
POND �v
�So GAS SHUT OFF VALVE
TO BE LOCATED
EXISTING GAS LINE
�- TO BE LOCATED /
EXISTING PHONE LINE LOCUS
TO BE LOCATED MID CAPE 0
0: EXIT 1
EXISTING ELECTRIC LINE 7 I HIGHWAY _ Ri.s
TO BE LOCATED
EXISTING CABLE T.V. LINE /
TO BE LOCATED
EXISTING CONTOUR �1 �1
+70.6 EXISTING SPOT GRADE LOCUS MAP
-2i- PROPOSED CONTOUR SCALE 1" = 2000'
x22/0 PROPOSED SPOT GRADE ASSESSORS MAP 94, PARCEL 1, LOT 4
TH1 SOIL TEST HOLE FLOODZONE: C
0 SEE TEST HOLE LOG(S) *ZONING DISTRICT: R-40
MINIMUM YARD SETBACKS:
FRONT - 30 ft.
SIDE/REAR - 20 ft.
"TO BE CONFIRMED BY BUILDING COMMISSIONER
OWNER OF RECORD
ROBERT CHILD$
154 SOUTH STREET
SOUTH YARMOUTH, MA 02664
DEED BK. 4128 PG. 169
PLAN BK. 246 PQ 106 -
NOTES:
1. THE LOCATION 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
(1-888-344-7233) 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 IS NCVD, ELEVATION 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. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S).
7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
q MINIMUM PIPE PITCH TO BE 1/8 PER FOOT.
( 10 PIPE IOINTS TO BE MADE W&TFR;trWT.
11. W.SER IEJ0 0-HUX rQM �LrLLc,..i. ..
DEPTH (in.) THl ELEVATION
0'
67.0
SOIL CLASS: I (SANDS, LOAMY SANDS)
A
PERC RATE: < 2 MPI (5 MPI DESIGN)
SANDY LOAM
PRESOAK: 0:00:00-0'09:45
10 YR 4/4
UN ITA
(24 GAL. < 15 MIN.)
4'
66.7
< 9': 014.21
LOAMY SAND
BOTTOM PERC: AT 66' EL.615
10 Y 5/6
TA
NO WATER OBSERVED
2B'
64.7
FINE SAND
DATE: 1/10/00
2.5 Y 6/a
ENGINEER MICHAEL S. FARIA, SE
- 150'
54.5
(DOWN CAPE ENGINEERING)
WITNESS: AMY VON HONE, RS
EXCAVATOR: OWNER'S EXCAVATOR
DEPTH (in.) TH2 ELEVATION
0'O/A
69.0
SOIL CLASS: I (SANDS, LOAMY SANDS)
PERC RATE: < 2 MPI (5 MPI DESIGN)
SANDY LOAM
(ASSIGNED @ Cl)
10 YR 3/1
6'UNSUTA
! E
68S
LOAMY SAND
10 Y 5/6
TART
NO WATER OBSERVED
36'
66.0
LOAMY SAND
10 Y 5/6
64'
62.0
C2
FINE SAND
25 Y 7/a
144'
STA
DATE ARNE H: OJALA, P.E., P.L.S.
HISTORIC SITE PLAN
OF LAND IN
YARMOUTHPORT, MA
PREPARED FOR SID SIDDHARDTH
LOCATED AT LOT 4 OLD HYANNIS ROAD
YARMOUTHPORT, MA 02675
SCALE: I"=30' DATE: 9-25-00
REV. 10/27/00
30 0 30 60 90 Ft.