HomeMy WebLinkAboutEngineered Plan - 2000TOP OF FOUNDATION
AT EL67.0
ACCESS COVER WITHIN 6" TO FIN. GRADE
ACCESS COVER(WATERTIGHT)
2"
DOUBLE WASHED
PEASTONr
EI -66.00
WITHIN 6" TO FI. GRADE
65.73 MIN.
MINIMUM :75' OF COVER OVER PRECAST
/
EL65.8
2%
SLOPE REQUIRED
OVER
SYSTEM
EI -66.4
EL.64.0
EL.64.98
•
EXISTING 1. 500
RUN PIPE LEVEL
FOR FIRST 2
3'
MAXIMUM
EL83 57
GALLON SEPTIC
TEE
I
\EL6 .3
TANK (H- 10 )
GAS
H-10
EL6287
EL63.5
BAFFLE EL63.04
o coo
❑
M❑
� O
ED
0
El
EL62.67
O❑
0 0
❑
rd4V
CRUSHED STONE OR MECHANICAL
4 O SIDES
[�
❑
[�
[�
[]
❑
Q
O SIDESCOMPACTION.
OF FLOW = 4' (15,221
2])
2DEPTH
4' ®ENDS❑
O ENo
EI -60.67
REQUIRED TEE SIZES:
' H-10
'INLET DEPTH 10" MIN. BELOW FLOW LINE
,>
3/4 '
TO
1
"`
1 /2 DOUBLE
WASHED
STONE
OUTLET DEPTH = 14"- MIN. BELOW THE FLOW LINE
MIN. ` MIN.
MIN.
(. SLOPE) (-2--7. SLOPE)
(1 SLOPE)
FOUNDATION 10' SEPTIC TANK 14'
D' BOX ` 10' 10'- 18' LEACHING FACILITY
6.77' 8.07'
BOTTOM OF TH1 EL 53 9
NOTTINGHAM DR.
x
D
m
I c�
A
v
M
W
MARSHSIDE >
D
LOCUS
a
0
a
ROUTE 6A
LOCATION MAP NOT TO SCALE
ASSESSORS MAP: 150 PARCEL 5.1
SYSTEIVI JE- RCJFILE SEE SOIL LOG
BOTTOM OF TH
NOT... TO SCALE 2 EL52.6 .
- SEE SOIL LOG DEPTH (m.) TH1 ELEVATION SOIL CLASS: I (SANDS, LOAMY SANDS)
0" 63.9 PERC RATE: < 2 MPI (5 MPI DESIGN)
0 PRESOAK: N/A
ORGANIC (24 GAL. < 15 MIN.)
+57.2
;y�����i.'.�""-- 4 63.8 < 6": 0:15:00
51.1 `� A BOTTOM PERC: AT 66 EL.28.5
�, > y%,` --_ +54.4 BENCHMARK:
+51.'I '-� LOAMY SAND NO WATER OBSERVED
-- 5/4 1 YR
0 .DATE: 6/22/99
- \ TAG BOLT ON HYDRANT #1830 63.2
SOIL EVALUATOR:. DAVE B. MASON
/ELEV.=53.41 ASSMD QUAD Bw WITNESS: AMY VON HON RS
\ ` LOAMY SAND EXCAVATOR: ELLIS BROTHERS CONSTRUCTION
45. IOYR 6/8 80.1
Q
CI
FINE, MED SAND
+52.2 +58.4
/ / 120" 2.5YR 7/3 53.9
�.
+57.2 DEPTH (in.) TH1 ELEVATION
SOIL CLASS: I (SANDS, LOAMY SANDS)
150.()0�^ - " - 0" 62.6 PERC RATE: < 2 MPI (5 MPI DESIGN)
O / W '�� '\ 0 PRESOAK: N A
�` ORGANIC (24 GAL. < 15 MIN.
pp / / "`. 09` 3" 62.4 < 6": 0:15: 00 )
p/E BOTTOM PERC: AT 66 EL.28.5
> --
,---"' 4 fiAMY SAND.
NO WATER OBSERVED
LO;
W ,i' TH2
.6 ""`... " . / DATt: 6/22 99
/ -I- 5&7
7 620
°SOIL EVALUATOR. -DAVE. B. MASON
% +59.6 - Y WITNESS: AMY VON HONE, RS
/ �-
59.1 GAMY SAND EXCAVATOR: ELLIS BROTHERS CONSTRUCTION
34, 5 1OYR 6/8
Z9 � ✓ 49 58.5
i
5 - ✓ clE
f / ---"'"
SEPTIC DESIGN: GARBAGE DISPOSER IS NOT ALLOWED
W `� �--' P ( ) FINE, MED SAND
64 `�
/ \ NUMBER OF BEDROOMS: 4 ; 120" 2.5YR 7/6 52.6
/ TH1 is9 \ DESIGN FLOW: 4 BR x 110 G D/BR = 440 G/D,
f
USE A 440 G/P REQUIRED DESIGN FLOW
TEST i�d OGS
/ �. SEPTIC TANK. !`Ik
63 NOT TO SCALE
-i E�/ 58 / S 440 G D 2 = 880 G D
p USE 'EXISTING 1,500 GALLON SEPTIC TANK
+65.9 LEACHING:
66-
� ,
,/ SIDE AREA. 2 x 2 x (12.83+33.50) fo 185.32 SF Q
N
__---' TES
BOTTOM AREA: 12.83 x 33.50 429.81 SF
SIDES: 185.32 SF 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
66.7 64 +BOTTOM. 429.81 SF
�p �v APPROXIMATE, PRIOR TO ANY EXCAVATION ON THIS SITE, THE 'EXCAVATING + �
^j Q
TOTAL: 615.13 SF CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
/
p coir pp (1-888-344-7233) AND ANY OTHER. UTILITIES WHICH MAY HAVE CABLE, PIPE OR
/ 4 F - 455.20 O, K.
-�,• PROPOSED CAPACITY, 615.13 SF x 0 7 G/D/SG/D EQUIPMENT IN THE .CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
s7.o
/ 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS.
� SEPTIC SYSTE DESIGN T
/ 4 {, ��� 3. VERTICAL DATUM IS APPROXIMATED FROM QUAD.
+ 66.9 1.2 0 + 63.9 E
- `TO�O 21.5 � 4, DESIGN LOADING FOR ALL PRECAST UNITS
PROP. 4 BR -- --- --- PROPOSED -
BE AASHTO H10 OR M20.
DWELLING : '_ ISYSTEM ON Y AND IS NOT TO
D BOX 5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL L
' / 10.0 PROPOS4_D SOIL ABSORPTION SYSTEM
63.2 TOP FNDN = 67.0 ' ,• 65,5 BE USED FOR ANY. OTHER PURPOSE.
THREE 50O GALLON PRECAST CONCRETE 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S).
l
6 .5 X
I . .., .F. _., , _ 7. AL SEPTIC PIPING SCH 40 4 PVC UNLESS NOTED,
X 65:5 . ,:. • + R EACHINU HAMS RS W 4 OF STON L
r .. •.• ..�o COMPONENTS NOT TO B BACKFILLED OR CONCEALED WITHOUT
13.
1 A AROUND, ;:, .,:.•:.<: ,,.:, 2 ALL A CU D. INSPECTION BY BOARD OF HEALTH LAND PERMISSION OBTAINED.
FROM .BOARD OF HEALTH.
<40
9. MINIMUM PIPE PITCH TO BE /$ PER FOOT.
" 10. PIPE JOINTS TO BE MADE WATERTIGHT.
11, WATER TEST D -80X FOR LEVELNESS.
66 PRIOR.. TO ANY CONSTRUCTION AND INSTALLATION
9
co 65,1 X X 65.
� ..::.•: OF SOIL ABSORPTION SYSTEM, ENGINEER TO
lb
CO WALE I P
2% S p INSPECT FOR SUITABLE SOILS IN AREA 0
l ,
w LEACHING FACILITY.
/ 4-- X 65.2 + BOARD OF HEALTH
X 64.5 6�
4 +66.2 _ `
/ 6I
+67.4 / \ -�� , MA TITLE 5 -SITE PLAN
.7 \ 78.33
100% RESERVE A PROVED DATE SYSTEM UPGRADE
g ` AREA OF LAND IN
.os
L YARMOUTHPORT, - MA
C) PREPARED FOR HOWARD MCGILL
-1-65.t 70 � Off 508 362 4541
�'�"� �,; fax 5os 362-saso LOCATED AT 48 MARSHSIDE DRIVE
/ LOT '� � 0 675
YARMOUTHPORT, MA 2
SCALE. i 20 -�
44, 778_ s. f. down ca e en Ineerin , me 1 F DATE. 9-11-00
_ +71.2 � b°� � 1 � 0 Mq
10 0 10 20 30 40 //
AiNE E, oma' ARNE H. �G
+7o.t CIVIL` 'ENGINEERS �. s
z LA
r?j
OJA c::. IV n
LAND SURVEYORS " 2 0.307 2
DATE, ,
J0B# 99-191
( -9f 939 main st. yarmouth, ma 02675 ,A, -� � �•, , �,c�'