HomeMy WebLinkAbout116 Route 6A Title 5 Site Plan 2SYSTEM PROFILE
TOP FNDN. AT EL. 42.27'NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN
ACCESS COVER TO WITHIN 6" OF FIN. GRADE 6' OF FINISH GRADE
/-'- ACCESS COVER (WATERTIGHT) TO -
38.5' MINIMUM .75' OF COVER OVER PRECAST /! WITHIN 6" OF FIN. GRADE 27 SLOPE REQUIRED OVER SYSTEM 37.4'
40.4'
PROPOSED 1500
GALLON SEPTIC
34.75 TANK (H- 10 )
w -v' v c cam.......
( + 7 SLOPE)
DEPTH OF FLOW = 4,
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH = 14"
FOUNDATION -
RUN PIPE LEVEL
FOR FIRST 2'
C`RU�SHED STONE OR MECHANICAL
1PACTION. (15.221 [21) MIN
(-L-7 SLOPE) (-L7 SLOPE)
67' - 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
1 �
BENCHMARK
CONCRETE BOUND
ELEV = 38.74'
-N
0
LOT AREA
2.8 ACRES±
+37.57 +36.78
5' REMOVAL OF UNSUITABLE SOIL REOUIRED-
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER (FS LAYER -
SEE TEST HOLE LOGS FOR 2 do 3). REPLACE
WITH CLEAN MED. SAND.
NOTE: VARIABLE
\DEPTH OF \
REMOVAL
J
TN3 ' SHED w
9
`\�♦ `� 37.7 0
.75
2" DOUBLE WASHED
0
3' MAX.
33.4'
Via+
QELEV. Q
0" 37.8` 0"
_sa_
LS SL
12" `1OYR 4/3 12" :1OYR 4/3
12" 10YR 3/3
B
2.
B
SL
SL
36"
m m
34.8'
2.5Y 5/4
m
3/4" TO 1 1/2" DOUBLE WASHED STONE
D BOX 21' LEACHING
FACILITY
QELEV. Q
0" 37.8` 0"
- A A
LS SL
12" `1OYR 4/3 12" :1OYR 4/3
12" 10YR 3/3
B
2.
B
SL
SL
36"
2.5Y 5/4
34.8'
2.5Y 5/4
Cl
31.15'
Cl
4.
SI LOAM
10
SI LOAM
2.5Y 5/4
;y
2.5Y 5/4
84"
C2
111
96"
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
LS
s
'
SILT POCKETS
ENVIRONMENTAL CODE TITLE V.
96"
10YR 5/6
C2
C3
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
WATER
A o
WEEP AT
FS
St LOAM
120"
G c
156"
2.5Y 5/4
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
2.5Y 6/4
cA
C4
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
MED/COS
216"
1 OYR 5/6
NO WATER
19-B! 156"
NO WATER
(DRY AT BOTTOM)
0.1 Q
37.4'
A
SL
12" 10YR 3/3
2.
B
10YR 5/G
36"
34.4'
3.
Cl
SI LOAN!
75" 1OYR 5/4
31.15'
40
TH1 C2
-}-38.21
3 .25 PERC FS
r1
p0 +37.69 a 2.5Y 5/4
156" _
NO WAT",R
+3. +3.4 111'
3792 CESSPOOL
SHED
r m---- 31 6
� DECK
.86
39 + \,- ^ •.fin 7
` 2" INVERT OUT Lf/
39.26 APPROX. LOC. \
USED TO 13
CONNECTED TO 96
40 SINK
40.98 .\
24.4'
6.17'
BOTTOM TH 3 EL. 24.4'
37.6'
29.6'
24.6'
THACHFOR11111
DATUM IS ASSUMED
2.
MUNICIPAL WATER IS EXISTING
z
3.
RTE 6A
LOCATION MAP NTS
ASSESSORS MAP 121 PARCEL 74
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 5 BEDROOMS (11110 GPD) = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD ( 2 ) 1100
USE A 1500 GALLON SEPTIC TANK
LEACHING-
SIDES:
EACHINGSIDES: 2(47.5 + 10.83) 2 (.74) = 172
BOTTOM: 47.5 x 10.83 (.74) = 380
TOTAL: 747 S.F. 552 GPD
USE (5) 500 GAL LEACHING CHAMBERS (ACME OR
EQUAL) WITH.S STONE AT SIDES AND 2.5' AT ENDS
NOTES:
1.
DATUM IS ASSUMED
2.
MUNICIPAL WATER IS EXISTING
z
3.
MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT.
'
1t
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-
10
;y
5.
;PIPE JOINTS TO BE MADE WATERTIGHT.
111
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
s
'
ENVIRONMENTAL CODE TITLE V.
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
A o
TO BE USED FOR ANY OTHER PURPOSE.
G c
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
cA
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
GITSTEffol
-�)
BOARD OF HEALTH I
NOTE: SECOND CESSPOG_ NOT FOUND , MA
-4-38.04 APPROVED DATE
INSTALLER TO CONTACT OWNER TITLE
5 SITE PLAN
REGARDING CONNEC'ING 2" I 1 ! L
LINE (^vUT OF RE"R OF
_ DWELLING) TO SEPTC TANK Or 116 ROUTE 6A
poa%b'X h IN THE TOWN OF:
YARMOUTH(PORT)
pop
�+�j'i�`/rG-� PREPARED FOR: ROSALIE SWANSEY
L -}-41.2
INV OUT�� " 40.2
ELEV=40.4' \
� . a
a\ IGRAS -40.13
EXISTING I DRIVEt
DWELLING
TF=42.27 GAS f
-4-4.4 METER ' i OVERT
J 40.76 1
GP I 1
+41.44
fv 4, f
O
+40.36 41.57 W '
p Z 41.12
X41 ¢ ¢ I
3 9
0 i41.15
_ r
1 41.76 pp p SIDEWALK- - - 92 t s\ I
1 41.67
_-:06^-� 4�_--•---_____`1-41.93___=_----_--T---
�, 1.77_ -_
----r----T _1-41.86
EDGE O----- 70 41.71
ROUTE .6A
04-064
20 0 20 40 60
TEL SCALE: 1" = 20'_ DATE: APRIL 2, 2004
off 508-362-4541
fox 50B 362-9880
FENCE I T
dowi, cape engineering, inc.
CIVIL ENGINEERS,
LAND SURVEYORS
939 main St. yarmouth, ma 02675
ARNE
ccs' AFN2=• F -i
H. R,
v OJxLA GJALA
Iw
No. 26348
No 72 1i .e P
OE., P.L.S. DATE
'A E` J .