HomeMy WebLinkAbout210 Old Main Street Site PlanTOP FNDN. AT EL. 23.64' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
24.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE 2 SLOPE REQUIRED OVER SYSTEM
RUN PIPE LEVEL 2' DOUBLE WASHED PONE
21.84't�
FOR FIRST 2'
PROPOSED 1500
GALLON SEPTIC 20,75'
21.0' TANK (H- 1 � ) GAS
0.18'
BAFFLE 20.35' -, \2 9 1= E3 O O 0= O O 71 �
MIN 20.03' r O O O 0 �
( 7 SLOPE) \_6' CRUSHED STONE & MECHANICALgo 2, CD Q ED 71ED a O 0 D
� EO
' COMPACTION. (15.221 (2))$
DEPTH OF FLOW = (_!_7 SLOPE) (-L% SLOPE)
TEE SIZES: 3 4" TO 1 1/2" DOUBLE WASHED STONE
INLET DEPTH 10"
OUTLET DEPTH 14"
FOUNDATION- 39' - SEPTIC TANK 40' D' BOX 17' LEACHING
FACILITY
fF�C2�4
PP
2.00
Y
.65
23.20 - w„A
A� ,O Q\�
}2319 T'
w� C Po �'
a Q
�,A
WITNESS:
L. MULKEEN,
RS
DATE: 6/22/05
��GcC�L D
�0
JUL 0 7 2008
HEALTH DEPT.
rn�
CLASS I
G
BENCHMARK
COR BRICK LANDING
ELEV= 23.88'
ELEV.
ON
S�
3
ENGINEER:
RICK JUDD,
�,A
WITNESS:
L. MULKEEN,
RS
DATE: 6/22/05
�0
2.97
_ < 2 MIN/INCH
CLASS I
2291 O
P#
WN`\
1' }2L76
»\�Z
ELEV.
0"
+2330 \\C ��
23_5,
FIILL
7"
9
A/E
�zzs2
12"
Tri y U!_D JttP
230t `
' 2.71 \ �
1
3DO�L223.3 23.36 } 13 \ `� DI T\♦
lrn 2359 �eA KINGS'-
`
2320
LIS
28"
!
21.17'
\ 23A0
2336 \ `22.10
PC'J� 3.45 \.. x.232 *2220 ,
�
G
2D2
336 2337\ GRAVEL` �Fcree 2.50 , .54
\ DRIVE
azo �21. ,. uARES
EXISTING
DWELLING
TOP FNON- 23.60
LOT AREA
19,191 SFt
11�
SEPTIC SYSTEM IS NOT
DESIGNED FOR VEHICLE
LCADING
PROVIDE INSPECTION PORT WTHIN
6' OF FINISH GRADE
23.5'
3' MAX.
20.86'
1
5.53'
TEST HOLE LOGS
ENGINEER:
RICK JUDD,
RS
WITNESS:
L. MULKEEN,
RS
DATE: 6/22/05
PERC. RATE
_ < 2 MIN/INCH
CLASS I
SOILS
P#
Q
ELEV.
0"
23_5,
FIILL
7"
A/E
LS
12"
10YR 5/2
BW
LMS
10YR 4/6
28"
21.17'
12.5'
PERC C
FS
2.5Y 5/4
132"
NGWE
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DEIGN FLOW: 4_ BEDROOMS (110 GPD) = 440 GPD
USE A 440 GPD DESIGN FLOW
SEFTIC TANK: 440 GPD (L_) = 880
USE A 1500_ GALLON SEPTIC TANK
LEACHING:
SIDES: 2(40.5 + 9.83) 2 (.74) = 149
BO -TOM:
40.5 x 9.83 (.74) = 294
TOTAL: 598 S.F. 443 GPD
USE -(3) 500 GAL. H-10 CHAMBERS (ACME OR
EQUAL) WITH 2.5' STONE AT SIDES, 3.5' AT ENDS
ANG 4' BETWEEN UNITS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
-- 100 EXISTING CONTOUR
HOARD OF HEALTH
-
'APPROVED MA
DATE t-
off 508-362-4541
I= 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
I
12_5'
FILE COPY
I'1JJLJJVI\J IVI/lf- VV r/1RVCL L`'1
NOTES:
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING -- ----:_ _
3. MINIMUM PIPE PITCH TO BE 1/8" PER F60T.
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 SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
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) EXISTING SEPTIC SYSTEM
I
TITLE 5 SITE PLAN
OF 210 OLD MAIN STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: BORTOLOTTI
CONSTRUCTION/HAMBLIN
30 0 30 60 90
SCALE: 1" = 30' DATE: JUNE 24, 2005
S
DATE