HomeMy WebLinkAbout466 North Main Street - Site PlanLEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
ti
04-251
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT
ALLOWED )
LOGS
DESIGN FLOW: -3 BEDROOMS ( 11100 GPD)
= -3-32GPD
USE A 330 GPD DESIGN FLOW
ED
SEPTIC TANK: 330 GPD (2 ) = 660
0
USE A 1500 GALLON SEPTIC TANK
O
LEACHING:
C� CD CD
2(30 + 9.83) 2 (.74)
= 117.9
SIDES:
P#
30 x 9.83 (.74)
= 218.2
BOTTOM:
CD
TOTAL: 454 S.F. 336.1 GPD
USE (3) 500 GAL LEACHING CHAMBERS (ACME
OR
EQUAL) WITH 2.25' STONE AT ENDS AND
2.5' AT SIDES
BOARD OF HEALTH
MA
APPROVED DATE
® TH3
SEPTIC PROFILE
TOP FNDN. AT EL. 29.0' NOT TO SCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO
2$,QMINIMUM .75' OF COVER OVER /- WITHIN 6' OF FIN. GRADE
_PRECAST j 2% SLOPE REQUIRED OVER SYSTEM
- RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
26.0' FOR FlRST 2'
PROPOSED 1500 3' MAX.
=Af
GALLON SEPTIC 25.50' 25.5'
25.75' TANK (H- 1 O ) GAS 24.9' 73'
NOTE: INSTALLER TO CONFIRM SUITABLE SOILS IN
AREA OF PROPOSED LEACHING FACILITY PRIOR TO
INSTALLING ANY PORTION OF SEPTIC SYSTEM AND
PRIOR TO ANY CONSTRUCTION.
' STATE HIGHWAY - ROUTE 6
+ 26.5
%Ml
1012.23'
+ 24.6
LOT AREA 74,320 ESF
A.H. OJALA, PE
LOGS
BAFFLE
TEST
HOLE
ED
o
0
o
O
O
C� CD CD
FLAHERTY,
RS
CLASS I SOILS
P#
0 24.63'
-- DATE: 9/30/04
ED
CD
0
CD
O C7 CD o
( 2_5% SLOPE)
6' CRUSHED STONE OR MECHANICAL
1OYR 4/2
CLASS I
SOILS
P#
LS
D
CD
O CD
- 4
COMPACTION. (15.221 [21)
011
$ 2'
0"
D
�
ED
ED
0
� C7 ED
DEPTH FLOW = 4'
% SLOPE) (-L-% SLOPE)
(3/4"
TO
1
,
1/2' DOUBLE
WASHED STONE
TEE SIZES:
g"
12 "
12.6' .
B
B
INLET DEPTH = 10'
LS
LS
a 24" 1OYR 5/6
21.0'
24"
OUTLET DEPTH = 14'
FOUNDATION-
10' - SEPTIC TANK 60'
D' BOX
12'
LEACHING
FACILITY
NOTE: INSTALLER TO CONFIRM SUITABLE SOILS IN
AREA OF PROPOSED LEACHING FACILITY PRIOR TO
INSTALLING ANY PORTION OF SEPTIC SYSTEM AND
PRIOR TO ANY CONSTRUCTION.
' STATE HIGHWAY - ROUTE 6
+ 26.5
%Ml
1012.23'
+ 24.6
LOT AREA 74,320 ESF
BOTTOM TH 2 EL. 10.0'
C C
PERC
MS MS
1OYR 7/4 1OYR 7/4
TEST HOLE LOG
132" �_ J 12_0' 132"_
NO GROUNDWATER ENCOUNTERED
(SOUTHERLY ABUTTER)
A.H. OJALA, PE
LOGS
ENGINEER:
TEST
HOLE
WITNESS: DAVE FLAHERTY,
RS
ENGINEER: A• H.
OJALA, PE
WITNESS: DAVID
FLAHERTY,
RS
CLASS I SOILS
P#
17
-- DATE: 9/30/04
0"
30_0'
A
--- PERC. RATE _
< 2 MIN/INCH
$"
1OYR 4/2
CLASS I
SOILS
P#
LS
ELEV.
ELEV.
4
- 4
23.0'
011
21.0'
0"
A
A
LS
LS
1OYR 4/2
1OYR 4/2
g"
12 "
12.6' .
B
B
LS
LS
a 24" 1OYR 5/6
21.0'
24"
10YR 5/6 19.0'
BOTTOM TH 2 EL. 10.0'
C C
PERC
MS MS
1OYR 7/4 1OYR 7/4
TEST HOLE LOG
132" �_ J 12_0' 132"_
NO GROUNDWATER ENCOUNTERED
(SOUTHERLY ABUTTER)
A.H. OJALA, PE
ENGINEER:
WITNESS: DAVE FLAHERTY,
RS
DATE: 9/28/04
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
P#
17
ELEV.
0"
30_0'
A
LS
$"
1OYR 4/2
B
LS
1 OYR 5/6
28.0'
24"
C
MS
1OYR 7/4
132" 19.0'
NO GROUNDWATER
ENCOUNTERED
10.0'
LOCATION MAP NTS
ASSESSORS MAP 110 PARCEL 39
ZONING DISTRICT: R40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: C
NOTES:
1. DATUM IS ASSUMED
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.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40=4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSOcCTION BY POARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
TITLE 5 SITE PLAN
OF 466 NORTH MAIN STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: MICHELLE POWERS
30 0 30 60 90
-71
SCALE: 1" = 30' DATE: NOVEMBER 15, 2004
REV 11/19/04 (MOVE HSE)
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ARNt OJALA
o FI: CIVIL
OJAI A " No. 30792
NO.
'9pF ,�paR lSTEF`
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A OJALA, P.E., L.S. DATE
ly E. l V E
JAN (K4I 2005
off 508-362-4541
fax 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, Ina 02675