HomeMy WebLinkAbout40 Pleasant Street Site PlanEXIST.
TOP FNDN Q 12.8'
SYSTEM PROFILE
___.ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
WITHIN 6" OF FIN. GRADE
12.3' MINIMUM .75' OF COVER OVER PRECAST
* RUN PIPE LEVEL
$ 10.0 FOR FIRST 2'
PROPOSED 1500
GALLON SEPTIC g.55'
9.8 TANK (H- 10 ) GAS BAFFLE 9.30'
2_% SLOPE) __6" CRUSHED STONE OR MECHANICAL
COMPACTION, (15.221 [21)
DEPTH OF FLOW = 4 (-]-% SLOPE). (-L7 SLOPE)
THIS IS A TEE SIZES: 10"
PROPOSED INVERT INLET DEPTH =
OUT OF FNDN. OUTLET DEPTH = 14
PROVIDE PROPER SOIL 25' O' BOX
COVER OVER PIPING FOUNDATION- 10' SEPTIC TANK
�l NIGH PT.
��� BENCHMARK - CENTER OF
DRAIN. MANHOLE COVER
15.0ELEV.
14.7 = 14.70 (NGVD)
��f�p11 14, D
14.9
p� 00 G .IOg
14719 50 4.0 / EXIST.
EVERGR ENS
4.
3 PROP. \
�14\ �y GAR. / \
X 4. I GLi .4 �-T 12.6 \ \ 13.3
13\ ( ..
EXISTING FIRE DAMAGED DWELLING
(�\ 13. `� TOP FNDN - 12.8'
W \ \ 73. \ (TO BE REBUILT)
\\7 7
PARCEL 97 1 I BRICV 2' \
1LAND SF UP12 3 .WALK x3.3
2012±
20121 SF WETLAND
(20,662± SF TOTAL) �� \ -13
EXISTING GASLINE
RE-ROUTE AS NE
USE CAUTION IN AREA OF GASLINE
90-1/2
J�
12.9 /72�
OH Nl<RE _ 1.6
1• tts 1 (17`
t
O \ \f
24 1 / o
REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
0.58'
TEST HOLE LOGS
ENGINEER: M.S. FARIA, SE
t_
WITNESS: KELDA GORMAN aN /
12.3' MAY 3, 2000
DATE: Focus
PERCRATE _ < 2 MIN/INCH
9.3 .
'`f ti r'ti
CLASS I SOILS P#
.P
3/4" TO 1 1/2" DOUBLE WASHED STONE
5.09'
8, LEACHING,
FACILITY
LOCATION OF EXISTING SEPTIC
SYSTEM UNKNOWN
FLOODZONE EL. 9.0'
10
�C)
TING f3.5/� GAR..(LTO- / 4.00
$ 7.3 EXIST. BE %-ED)
/ 'L GAR.
3.9
-
P
/6
J ;µµ
4.3 �.-0
4.3, FOGE SA<r\ it 3\4,
R� I�3� 3-6
ADJ. WA1 F_R Q 3.4
0"
4
ELEV.
12 6 0„
0/A
SL
12"
10YR 4/2
B
LS
30"
10YR 5/8
10.1'
C1
M -F SAND
2.5Y 6/6
90"
C2
FS
2.5Y 7/2
adj. water
3.4'
2.1'
1.6' -
126"
obs. water
132'_
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 5- BEDROOMS (110 GPD) = 550 GPD
USE A 550 GPD DESIGN FLOW
_SEPTIC TANK: 550 GPD ( 2 ) 1100
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: 22.5 x 33.25 (.74) = 553.6
TOTAL: 748 S.F. 553.6 GPD
USE (15) STANDARD H-20 INFILTRATORS WITH 3'
OF STONE AT SIDES, 4' BETWEEN ROWS AND 1' AT
ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
-- - 100 - - EXISTING CONTOUR
HOARD OF HEALTH
_ , MA
APPROVED DATE
oft 508-362-4541
foz 508 362-9880
1\�V\li OF MAS`9 �`lH 0. MRT.
down cape engineering, Inc. ARNEH.
E OJALA H
`i u QIALA �,
CIVIL ENGINEERS U No CIV
H �� No. 26:18
T
AND SURVEYORS ATOFT£CISTEA�G���� s NAf E'
SIONAI
939 main St. YarmoLt,h, ma 02675 ARNE FI. OJALA, P.E., P.L.S
4
ASSESSORS MAP 61 PARCEL 97
ZONING DISTRICT: RS 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 45/101
FLOOD ZONE: AB EL. 9, B AND C
250015 0004C 6/17/86
ELEVATIONS NGVD
WELL: MIW 29
ZONE: A
ADJ: 1.3'
NOTES:
1 DATUM IS ry v'yU
2. MUNICIPAL WATER IS EXISTING
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
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXIST. SEPTIC SYSTEM
TITLES 5 SITE PIA"
OF 40 PLEASANT STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: BRUCE DANIEL
30 0 30 60
SCALE: 1" = 30' DATE: JUNE 5, 2000
REV. 7/17/00 (MOVE SAS)
REV. 8/22/00 (HSE)
REV. 8/28/00 (SAS, HSE)
REV. 4/18/01 (gar)
!J- LSLO �
DATE