HomeMy WebLinkAbout2 Bowen Lane Site PlanTOP FNDN. AT EL. 26.75' SYSTEM PROF -IL
ACCESS COVER TO WITHIN 6" OF FIN. -GRADE (NOT TO SCALE)
Illi_ I{lI %� ACCESS COVER (WATERTIGHT)
26.0' MINIMUM .75' OF COVER OVER PRECAST /` WITHIN 6" OF FIN. GRADE
RUN PIPE LEVEL
FOR FIRST 2'
'-u--t PROPOSED 1500
CALLON SEPTIC 23 29'
23.54 TANK (H 10) J cA
m .
BAFFLE 23 27' "" - 1
MIN--
(---L7 SLOPE) 6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF FLOW 4 (_1_7, SLOPE) ( 9 SLOPE)
TEE SIZES:
INLET DEPTH 10
OUTLET DEPTH = 14"
FOUNDATION- 12' SEPTIC TANK
23.6
22.9
01 LOT 12
9,562± SQ. FT.
0.22± ACRES
+21.8
2'
27 SLOPE REQUIRED OVER SYSTEM
/ 2" DOUBLE WASHED PEASTONE \
Ip • s
3/4" TO 1 1/2" DOUBLE WASHED STONE
D' BOX - -- 12 LEACHING
FACILIT'
+ 24.5
5.7
PROP. 3 BR
21.0 � % � DWELLING /x
\ N TF - 26.75' /�
\ 1 ®23.8 GARAGE
+ 23.8 \ A.
\ a�� TH1 2°
\ .9 '
\ \ )26.0
N2 - 26 27.1
\ 0 S� s.t //�
QED
25.7 +127.4
23.13 %
,0)
3.,l° / 1 D 2 2Q�3
\
27's .+127.7 HIGH PT.
� 2 27.va� 0`J
�.0
3' MAX.
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 I SOILS P#
0' Q ELEV.
2"
0
ALLOWED
DESIGN FLOW:
A
= 330 GPD
USE A 330 GPD DESIGN FLOW
LS
00
5"
1OYR 2/1
0
[�
OC7
po
C�� �z.s'ATI
oE�o0
- . 9.83) 2 (.74)
7"
10YR 6/2
0
000
Bw
z.z5'(®
2'i [O[3OE7
LMS
(ACME OR
29„
0
OClE)0
/
3/4" TO 1 1/2" DOUBLE WASHED STONE
D' BOX - -- 12 LEACHING
FACILIT'
+ 24.5
5.7
PROP. 3 BR
21.0 � % � DWELLING /x
\ N TF - 26.75' /�
\ 1 ®23.8 GARAGE
+ 23.8 \ A.
\ a�� TH1 2°
\ .9 '
\ \ )26.0
N2 - 26 27.1
\ 0 S� s.t //�
QED
25.7 +127.4
23.13 %
,0)
3.,l° / 1 D 2 2Q�3
\
27's .+127.7 HIGH PT.
� 2 27.va� 0`J
�.0
3' MAX.
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 I SOILS P#
0' Q ELEV.
2"
0
ALLOWED
DESIGN FLOW:
A
= 330 GPD
USE A 330 GPD DESIGN FLOW
LS
SEPTIC TANK:
5"
1OYR 2/1
USE A 1500 GALLON SEPTIC TANK
�0 a
E
po
LS
- . 9.83) 2 (.74)
7"
10YR 6/2
9.83 (.74)
= 218
Bw
S.F. 335 GPD
USE (3) 500
LMS
(ACME OR
29„
1OYR 5/6
21.4'
lox 508 362-9880
MS
BENCH MARK - HYDRANT ON
2.5Y 6/6
0uwn Cape engineering, lnC,�lARNAS��y
136"
DAMP
12.5'
SEPTIC DESIGN:
(GARBAGE DISPOSER IS NOT
ALLOWED
DESIGN FLOW:
3- BEDROOMS ( 110 GPD)
= 330 GPD
USE A 330 GPD DESIGN FLOW
THE HIGH POINT IN THE ROAD
SEPTIC TANK:
330 GPD (_L) = 660
s
USE A 1500 GALLON SEPTIC TANK
�0 a
LEACHING:
po
- 2 �
SIDES: 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
L -
- 100 - EXISTING CONTOUR
BOARD OF HEALTH
3" Q
A
BUCK
tSLAND RD.
ROBERtA
n ` Locus
$
THE HIGH POINT IN THE ROAD
f 2
SCALE:
s
DATE:
�0 a
po
a2
..-. '
LOCATION MAP
NTS
LS
5" 1OYR 2/1 ASSESSORS MAP 38 PARCEL 40
E ZONING DISTRICT: R 25
LS YARD SETBACKS:
7" 10YR 6/2 FRONT = 30'
BW SIDE = 15'
LMS REAR = 20'
30" 10YR 4/6
PLAN REF. - 146/19
22.6' FLOOD ZONE: C
C1
MS WELL: MIW 29
ZONE: B
781 2.5Y.5/6 ADJ: 3.5'
C2 *CONTRACTOR/OWNER TO VERIFY SETBA-KS
F -M SAND PRIOR TO ANY CONSTRUCTION
2.5Y 7/3
121" 75.0'
NOTES:
} 1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8"F�1 FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOIN'.S TO BE MADE WATERTIG T.
6. CONSTRUCTION DETAILS TO BE INCCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
TITLE 5 SI T, E PLAN
OF 2 BOWEN LANE
IN THE TOWN OF:
(WEST) YAR�OUTH
PREPARED FOR: T. LOUGHLIN
20 0 20 40 60
- TOWN OF YARMOUTH VARIANC
REQUIRED: TOP OF
FOUNDATION TO BE V BELOW
THE HIGH POINT IN THE ROAD
_ MA
SCALE:
1" = 20'
DATE:
(3' VARIANCE REQUESTED)
APPROVED DATE
ALL RUN-OFF TO BE CONTAINED
..-. '
ON-SITE
off 508-362-4541
lox 508 362-9880
BENCH MARK - HYDRANT ON
0uwn Cape engineering, lnC,�lARNAS��y
*
TAG BOLT} 570 EL. = 30.5'
i
Es
�,
o ARNE H.
CIVIL ENGINEERS
y
3 QMLA
LAND SURVEYORSs
9FCl28 4
aVIL
90�2
.r /STE1tE0
02-352
939 train st, yarrlouth, ma 02675
AR
JALA, L t
�IL 21, 2003
3
DATE