HomeMy WebLinkAbout2 Bowen Lane Site Plan 2TOP FNDN. AT EL. 26.75' SYSTEM P R O F I L
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
E_ /-- ACCESS COVER (WATERTIGHT)
-1 l
RUN PIPE LEVEL
24.0' PROPOSED 1500 FOR FIRST 2'
GALLON SEPTICT53 2923.54' TANK (H- 110 )GAS3.1
AFFLE 23.27'' 9,
MIN
(_1_7 SLOPE) �__6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2))
DEPTH OF FLOW = 4 (-]_7, SLOPE) ( 7, SLOPE)
TEE SIZES: I
INLET DEPTH 10
OUTLET DEPTH = 14"
FOUNDATION 12' SEPTIC TANK
N
23.6 c
2'
2% SLOPE REQUIRED OVER SYSTEM
,2" DOUBLE WASHED PEASTONE
N
0
RD.
STRICT: R 25
A
_
we
LS
ROBERTA
�� I
I�
I•
ml
`-LOCVS
E
I
NE: C
LS
29
r
1OYR 6/2
Z
BW
f
3/4" TO 1 1/2" DOUBLE WASHED STONE
12'
+ 25.3
a 6.0
22.9
01 LOT 12
N 9.562± SQ, FT.
N / 0.221 ACRES
+24.5 6.1
PROP. 3 BR _ \
\ DWELLING
TF - 25.75' \
a� \ .623.8 GARAGE
+ 23.8 ZAo
TH1
9 n
\ \ 26.0
wo
2 0 + \ \ y \ 'Oo n
n' \ �+ 25.5, +2 .3 N
�p 2 i \ 26 - 27.1
5.1
\ 25.7 4-/27.4 � goAD
14+
Y
N
\\ f27-6 ~27'7 HIGH PT.
\ .2
27.i
5.
27.0
ALL RUN-OFF TO BE CONTAINED
ON-SITE
BENCH MARK - HYDRANT ON
TAG BOLT# 570 EL. = 30.5'
02-352
TOWN OF YARMOUTH VARIAN
FOUNDATION TO BE 1' BELC
(3' VARIANCE REQUESTED)
:E REQUIRED: TOP OF
N THE HIGH POINT IN THE ROAD
LEACHN'G
FACILITY
29'
1 3' MAX.
. SIDES
0 END'
21.0'
5'
USE ADJ. WATER AT EL. 16.0'
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS _
DATE: 11/13/02
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS P#
C1� ELEV. Q
0"
Z3&' 0" 251'
2„
0
RD.
STRICT: R 25
A
_
FRONT
LS
ROBERTA
5"
1OYR 2/1
�
`-LOCVS
E
I
NE: C
LS
29
7"
1OYR 6/2
Z
BW
f
PRIOR TO
LMS
29"
10YR 5/6
21.4'
30"
C
22.6'
O
MS
40
2.5Y 6/6
136"
DAMP
12.5'
1
3"
UCK ISLAND
RD.
STRICT: R 25
A
_
FRONT
LS
ROBERTA
5"
10YR 2/1
�
`-LOCVS
E
I
NE: C
LS
29
7"
1OYR 6/2
Z
Bw
f
PRIOR TO
LMS
10YR 4/6
TA
30"
22.6'
O
C1
40
MS
78'
2.5Y 5/6
C2
F -M SAND
�o
�E*
2.5Y 7/3
LOCATION MA
121"
NTS
15.0'
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN .FLOW: 3__ BEDROOMS ( 11100 GPD) _ __330 GPD
_;SE A 330 GPD DESIGN FLOW
'SEPTIC TANK: 330 GPD ( 2) = 660
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: 2(30 +. 9.83) 2 (.74) = 117
BOTTOM: 30 x 9.83 (.74) = 218
TOTAL: 453 S.F. 335 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR
EQUAL) WITH 2.5' STONE AT SIDES AND 2.25' AT
ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 -O PROPOSED CONTOUR
-
100- EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
fox 508 362-SB60
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. Yarmouth, ma 02675
J_
UCK ISLAND
RD.
STRICT: R 25
YARD SET
ACKS:
FRONT
�#y
ROBERTA
= 15'
REAR
�
`-LOCVS
- 146/19
I
NE: C
B
o
29
ZONE: B
m
Z
*CONTRACTR/OWNER
f
PRIOR TO
NY CONSTRUCTION
TA
�Q
O
40
�o
�E*
LOCATION MA
NTS
ASSESSORS
MAP 38 PARCE;_ 40
ZONING D
STRICT: R 25
YARD SET
ACKS:
FRONT
= 30'
SIDE
= 15'
REAR
= 20'
PLAN RE--.
- 146/19
FLOOD Z
NE: C
WELL: MIW
29
ZONE: B
ADJ: 3.5'
*CONTRACTR/OWNER
TO VERIFY SETBACKS
PRIOR TO
NY CONSTRUCTION
1. DATUM IS ASSUMED
2. M!,,NICIPAL WATFP, IS
3. MINIMUM PIPE PITCH TO BE 1/8" PER r WT.
4. DESIGN LOADING FOR ALL PRECAS UNITS TO BE AASHO H- 1D
5. PIPE JOINTS TO BE MADE WATERTI.HT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEP IC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PUR OSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTF AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
TITLE S SITE PLAN
OF 2 BOWEN LANE
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: T. LOUGHLIN
MA SCALE: 1" = 20' DATE:
ARNE
H.
ARNE H.
a ALA
CIVIL
4.30M
21, 2003
III �=�r�) i s 2co3 Il�ll
DATE