HomeMy WebLinkAbout106.26.2 - Title 5 Site PlanI
TOP FNDN. AT EL. 48.5' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
48.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
�I
45.5'PROPOSEDD 1500
GALLON SEPTIC
45.30' TANK (H— 10 )
( 2 % SLOPE)
DEPTH OF FLOW = 4
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH - 14"
FOUNDATION— 10'
+46J
RUN PIPE LEVEL
FOR FIRST 2'
0
iI GAS 44.76'
BAFFLE 44.93'
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
(-Z-7 SLOPE) % SLOPE)
+40.21
2" DOUBLE WASHED PEASTONE
3/4" TO 1 1/2" DOUBLE WASHED STONE
SEPTIC TANK 6' D' BOX 12'
LEACHING
FACILITY
BENCHMARK: NAIL IN 12"
\ -{-40.24 PINE AT ELEV. 47.4'
02-206-11
xm
3' MAX.
AROUND
5,16'
37.5'
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: L. McCARTIN
DATE: 9/10/02
PERC, RATE _ < 2 MIN/INCH
CLASS I SOILS P#
n" Q
ELEV.
48.5' 0"
N
4
48.5'
0 —�
A/E
LS
9„ 1OYR 5/6
BW
LMS
36"
10YR 4/6 45.5'
Cl
LS
2.5Y 6/6
80"
C2
MS
2.5Y 7/4
i
_I 4f
0
LOCUS
5"
0
PARCEL P/0 26
YARD SETBACKS:
A/E
BRUSH
= 25'1 CLUSTER
LS
= 12'�
91,
10YR 5/6
A
Y1P�c1US 4i
PLAN REF.
LOCATION MAP
( NTS
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
:R4
38"
00Y/6
45.3'
7.
C1
IS NOT
2(25 + 12.83) 2 (.74) _ 12
COS
TO BE USED FOR ANY OTHER PURPOSE .1
2.5Y 6/6
SIDES:
96"
"
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4PVC.
25 x 12.83 (.74) _ 37
BOTTOM:
C2
COMPONENTS NOT TO BE BACKFILLEDIOR CONCEALED
WITH[
MS
INSPECTION BY BOARD OF HEALTH AND PERMISSION
2,5Y 7/4
,349 _GPD
132"
FROM BOARD OF HEALTH.
N
4
48.5'
0 —�
A/E
LS
9„ 1OYR 5/6
BW
LMS
36"
10YR 4/6 45.5'
Cl
LS
2.5Y 6/6
80"
C2
MS
2.5Y 7/4
i
_I 4f
2.
LOCUS
ASSESSORS
0
PARCEL P/0 26
YARD SETBACKS:
BRUSH
= 25'1 CLUSTER
ag
OZ
= 12'�
JA`'MME
REAR
A
Y1P�c1US 4i
PLAN REF.
LOCATION MAP
( NTS
37_5' 129" �_� 37.75'
NO WATER ENCOUNTERED NOTES'
1. DATUM IS ASSUMED
SEPTIC DESIGN: (GARBAGE DISPOSER IS Nnr AI 1 QMED )
2.
MUNICIPAL WATER IS AVAILABLE
ASSESSORS
MAPI106
PARCEL P/0 26
YARD SETBACKS:
FRONT
= 25'1 CLUSTER
SIDE
= 12'�
SUBDIVISION
REAR
= 20
PLAN REF.
— 469/97
FLOOD ZONE: C
37_5' 129" �_� 37.75'
NO WATER ENCOUNTERED NOTES'
1. DATUM IS ASSUMED
SEPTIC DESIGN: (GARBAGE DISPOSER IS Nnr AI 1 QMED )
2.
MUNICIPAL WATER IS AVAILABLE
OJALA y
CIVIL
ItSiGN FLvvi: BEDROOMS ( 110 GPD) = 330—GPD
3.
MI"d;MUM PIPE PITCH TO BE 1/8" PER FOOT.
—3
USE A 330 GPD DESIGN FLOW
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H— 10
SEPTIC TANK: 330 GPD ( 2 ) = 660
5.
PIPE JOINTS TO BE MADE WATERTIGHT. 1
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
USE A 15OQ GALLON SEPTIC TANK
ENVIRONMENTAL CODE TITLE V. I
LEACHING:
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND
IS NOT
2(25 + 12.83) 2 (.74) _ 12
TO BE USED FOR ANY OTHER PURPOSE .1
SIDES:
B.
"
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4PVC.
25 x 12.83 (.74) _ 37
BOTTOM:
9.
COMPONENTS NOT TO BE BACKFILLEDIOR CONCEALED
WITH[
TOTAL: 472 S.F.
INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAIN
,349 _GPD
FROM BOARD OF HEALTH.
3 USE (2) 500 GAL LEACHING CHAMBERS (ACME OR
10. WATER TEST D'BOX FOR LEVELNESS.
EQUAL) WITH 4' STONE ALL AROUND
LEGEND
100.0 PROPOSED SPOT ELEVATION
100xO EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
—
100— EXISTING CONTOUR --
U
BOARD OFHEALA•
0C� JG v MA
APPROV DTE
off 506-362-4541
fox 506 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
TITLE 5 SITES PLAN_
OF # 32 BRUSH HAL ROAD
IN THE TOWN OF:
YARMOUTH PORT
PREPARED FOR: OUR FIRST HOME, l INC
0
SCALE: 1 = 20' DATE: DECEMBER 10, 2002
�" OF t
q�yG
ARNE H.
�o� ARNE
OJALA y
CIVIL
44 H.
OJA1A
n
No. 30792
o
y„ No 2634.
ARNE H OJALA, P.EyP.L.S. DATE
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