HomeMy WebLinkAbout116 Route 6A Title 5 Site PlanTOP FNDN. AT EL. 42.27' SYSTEM PROFILE
.,ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
38.5' MINIMUM .75' OF COVER OVER PRECAST F WITHIN 6" OF FIN. GRADE
40.4'
PROPOSED 1500
GALLON SEPTIC
34.75' TANK (H- 110 )
( 8+ % SLOPE)
DEPTH OF FLOW = 4�
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH = 14'
FOUNDATION- 67'
R t •
RUN PIPE LEVEL
%FOR FIRST 2'
�GAS
BAF34.5
FLE32.93'
CRUSHED STONE OR MECHANICAL
APACTION. (15.221 [21) MIN
(-L-% SLOPE) (--L% SLOPE)
SEPTIC TANK 78'
TEST HOLE LOGS
ENGINEER: AH OJALA, PE
WITNESS: BRUCE MURPHY, RS
DATE: MARCH 31, 2004
PERC. RATE = < 2 MIN/INCH
CLASS I SOILS
a
pA p SIDEWALK ----------- � / �
iEl 41.66
7
------------ 'Q5--�QZr-------___ 1-41 -------------
- a
------------ - -------
+1
.-------F-41.97 / rc�q--
EOGE OF PAVEMENi70- 41.71
ROUTE 6 A - +41,59
2% SLOPE REQUIRED OVER SYSTEM
2" DOUPLE WASHED
PROVIDE INSPECTION PORT WITHIN
j
6" OF FINISH GRADE
DATUM IS ASSUMED
37.4'
MUNICIPAL WATER IS EXISTING
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
W
DESIGN LOADING FOR ALL PRECAST UNITS TO E
5.
Q
6.
3' MAX.
a:
N
\
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM 'C
33.4'
8.
3/4" TO 1 1/2" DOUBLE WASHED STONE
o" 4
A
LS
12" 10YR 4/3
B
SL
36" 2.5Y 5/4
Cl
St LOAM
2.5Y 5/4
21'
ELEV.
'37.13' 0"
12"
96"
LS -
SILT POCKETS
96" 10YR 5/6
C3 WATER
SI LOAM WEEP AT
1zo'
56" 2.5Y 5/4
C4
MED/COS
1OYR 5/6
!16" 19.8' 156"
NO WATER
(DRY AT BOTTOM)
m
12"
36"
75"
4
37.4'
A
SL
tOYR 3/3
B
10YR 5/5
34.4'
Cl
SI LOA"'.
IOYR 5/4 31.15'
C2
PERC FS
2.5Y 6/4
156" 24.4
NO WA,_R
NOTE: SECOND CESSP00. NOT FOUND
LEACHING
FACILITY
Q
37.6'
A
SL
10YR 4/3
B
SL
2.5Y 5/4 34.6'
Cl
SI LOAM
2.5Y 5/4
29.6'
C2
FS
2.5Y 6/4
NO WATER
30.57'
6.17'
BOTTOM TH 3 EL. 24.4'
24.6'
LOCATION MAP
ASSESSORS M,
SEPTIC DESIGN: (GARBAGE DISPOSER IS NC
DESIGN FLOW: 5 BEDROOMS (110 GP
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD ( 2 ) = 1100
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: 2(47.5 + 10.83) 2 (.74)
BOTTOM: 47.5 x 10.83 (.74)
TOTAL: 747 S.F. 552
USE (5) 500 GAL. LEACHING CHAMBERS
EQUAL) WITH.3' STONE AT SIDES AND ;
APPROVED DATE
F, me. 011xlh
INSTALLER TO CON??kCT OWNER
REGARDING CONNEC"ING 2" _ TITLE 5 j A
LINE (OUT OF REAR OF OF
DWELLING) TO SEPI •C TANK 116 ROUTE 6A
.k- 1,Ix'/L' �� �or7� IN THE TOWN OF:
>,r YARMOUTH(POR
2[(Ji£Y�XZ�r�'iD`i'�-� PREPARED FOR: ROSALIE SWANSEY
20 0 20 40
SCALE: 1„ = 20' DATE: APRIL 2, 2004
off 508-362-4541
fox 508 362-9880
FENCE '
down,, cape engineering, inc.
CIVIL ENGINEERS,
LAND SURVEYORS
939 ruin St. yarmouth, ma 02675
i
r
NOTES:
1.
DATUM IS ASSUMED
2.
MUNICIPAL WATER IS EXISTING
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO E
5.
'PIPE JOINTS TO BE MADE WATERTIGHT.
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE
ENVIRONMENTAL CODE TITLE V.
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM 'C
TO BE USED FOR ANY OTHER PURPOSE.
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC,
9.
COMPONENTS NOT TO BE BACKFILLED OR CONC
INSPECTION BY BOARD OF HEALTH AND PERMIS:
FROM BOARD OF HEALTH.
10.
PUMP & REMOVE (OR FILL W/CLEAN SAND) EXI
APPROVED DATE
F, me. 011xlh
INSTALLER TO CON??kCT OWNER
REGARDING CONNEC"ING 2" _ TITLE 5 j A
LINE (OUT OF REAR OF OF
DWELLING) TO SEPI •C TANK 116 ROUTE 6A
.k- 1,Ix'/L' �� �or7� IN THE TOWN OF:
>,r YARMOUTH(POR
2[(Ji£Y�XZ�r�'iD`i'�-� PREPARED FOR: ROSALIE SWANSEY
20 0 20 40
SCALE: 1„ = 20' DATE: APRIL 2, 2004
off 508-362-4541
fox 508 362-9880
FENCE '
down,, cape engineering, inc.
CIVIL ENGINEERS,
LAND SURVEYORS
939 ruin St. yarmouth, ma 02675
i
r