HomeMy WebLinkAbout991 West Yarmouth Road Proposed Septic Design (2)99.7
LIME OF 5'
dRDIG
D.
Box 89.7
06i
94
L b T AREA
35, 7 J J S. F
ff
1500 GALLON 10 .5
NN Ary
SEPTIC TANK
-E
o 020
100.6
Cc, V5
0-
ISTINof
IN w 1 �6
.8
855'
91.5
100.7 100.4 100,
100
100.37- f
E7CIO,,
/ / � 96.8 �� f � ' '�•`
0.0
BENCHMARK
TOP OF 97.3
CONC. BOUND
£L.=700.0
(ASSUMED)
LEGEND:zo.00, 94.6
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR ----00---- �� \ ` I
FINAL
---00----
FINAL SPOT ELEVATION _,
FINAL CONTOUR— 0
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER —W>W
CATCH BASIN (9) 93.7
GAS LINE —9 -
CLEAN OUT C 94.8
CESSPOOL C.P. 0
DEPTH
HORIZ TEXTURE
COLOR
MOTT. < OTHER
0-8"
O/A _ ILOAMY SAND
10YR5/2
NO ROOTS
B LOAMY SAND
10185/8
ROOTS
32-120"
C MEDIUM SAND
2,5Y6/6
DATE APR. 11, 2016]
CALE
F' = 20
[76 NO. 7680-00
REV. j
r.
LOCATION MAP
REV,
[SHEET 1 OF 1
99.7
LIME OF 5'
dRDIG
D.
Box 89.7
06i
94
L b T AREA
35, 7 J J S. F
ff
1500 GALLON 10 .5
NN Ary
SEPTIC TANK
-E
o 020
100.6
Cc, V5
0-
ISTINof
IN w 1 �6
.8
855'
91.5
100.7 100.4 100,
100
100.37- f
E7CIO,,
/ / � 96.8 �� f � ' '�•`
0.0
BENCHMARK
TOP OF 97.3
CONC. BOUND
£L.=700.0
(ASSUMED)
LEGEND:zo.00, 94.6
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR ----00---- �� \ ` I
FINAL
---00----
FINAL SPOT ELEVATION _,
FINAL CONTOUR— 0
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER —W>W
CATCH BASIN (9) 93.7
GAS LINE —9 -
CLEAN OUT C 94.8
CESSPOOL C.P. 0
DEPTH
HORIZ TEXTURE
COLOR
MOTT. < OTHER
0-8"
O/A _ ILOAMY SAND
10YR5/2
NO ROOTS
B LOAMY SAND
10185/8
ROOTS
32-120"
C MEDIUM SAND
2,5Y6/6
0-8
0/A
LOAMY SAND 70785/2
NO
P,OOTS
ILOAMY SANDill
I
YARMOUTH, MASS.
ROUTE 6A
0
Locvs
cf)
PROPOSED SEPTIC DESIGN
FOR
TOlv'4T ADAMCZ YIC
I991 WEST YARMOUTH ROAD
Loc: YARMOUTH, 14ASS.
sr =IER
203 SETUCKET ROAD
SOB- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
DATE APR. 11, 2016]
CALE
F' = 20
[76 NO. 7680-00
REV. j
LOCATION MAP
REV,
[SHEET 1 OF 1