HomeMy WebLinkAbout83-1350 - Site PlanSEWAGE FLOW_ESTIMATE
a SOURCE UNITS GPD/UNIT OTY CPD COMMENT
SINGLE FAINTLY RE51D£NCE BEDROOM 110 8 880 310 CMR 15.203
---- .- - TOTAL ESTIMATED PEAK DAY FLOW 880
VIRGIN SOIL BASE
_ } . 0 t�
NOTE: APPROX,MI?AN HIGH WATER EL -2.3 NGVD4 _--.-------'----•— -- < V z c
p p p7
ALL CONCRETE TO BE 3000 PSI 0 27 DAYS. MINIMUM . COVER ON REINFORCEMENT
SHALL BE 2 INCHES. CAST RETAINING WITHOUT VERITCAL JOINTS AND WITHOUT �
>-
tir Q
m
WEEP HOLES. S
I ,.
CAST WALL WITH VERTICAL CONTROL JOINTS AT 20' MIN. C.C. AND EXPANSION JOINTS 4 y Q 0 d
NEAR CORNERS .AND AT 60' INTERVALS. THE WALL SHALL HAVE NO WEEP HOLES SECTION B - B x _- w c) CL
AND SHALL BE WATERPROOFED BY APPLICATION OF FOUNDATION COATING AND 6 MIL ❑ U D (!) O IL
POLYETHYLENE LINER.
15
TYPICAL SECTION THRU RET. WALL.
EXG. GRADE
GRADE '88 Q '
1%2n -1-D„
10' COASTAL VEGETAION
PLANTED TOP OF WALL ELEV. - 10.51 : _ ____ T - _� Q M ry
4” TOPSOIL APPROX. MEAN HIGH WATER EL -2.3 NGVD z < o
2-5 TON ARMOR STONE t;UNGROUT'ED)-.__-_. _ _---- - - +- --- - - --'�- ----- -_ �__ _ .--- -___. _-----�--- -- ----- - -- _---.-. __ -. ___------- -- --- ,
"- 7— W o
Z....! �, z
GRANULAR 1.5 - tlnurlArTr,- ►+j ,...., a LL
W m .
SECTION C
L
0
FILL o . z
EXISTING GRADE
5, 0± 15aNa
I y Q x
pU
UNDISTURBED SOIL 'i m
COMPACTE=,
GRZ'88ACKFlLL E EXG. GRADE L 0
W UC
MIRIFI 70OX FILTER FABRIC
_ a 5 - _ _ _-u --ry - _ _ .. _ - -= _--- - -- - -- -- - C7
OR EQUAL _y, ; -- 4 —�.� IL
ui
$ I0 TAILINGSI r APPROX. McAN HIGH WATER EL -2.3 NGVD;
TYPICAL SECTION THRU SEA VALL TIQN G -
u 1 in. 10 ft. BORT. 95.. 300..,..,-,
?
OBSERVATIONS OF WATER LEVEL
IN MONITORING
WELL
--_--__TIME-----BEPTH
DATE
__-Gu-
-HIGH_-_--MEASURH£NT
---
TIME
FT
ELEV
TIDE
+HOURS AFTER H.T.
K - .
------------------------------------------------------------
9/5/95
12.08
4.3
1.6
10121
01h46M
1
9/6/95
15,30
4,3
1,6
10121
05h09m
9/6/95
16►00
4.3
1.5
10121
05h39r+
9!7/95
12140
4.3
1.6
11118
0lh22m
9/11/95
8120
4.4
1.5
02106
_ 06h14m
'
11/16/95
11100..
3.3
2.6
06,28
0032m
12/05/96
12100
4.2
1.6
10.50
Olh10r►
-.
12/12/95
2115
4.6
1.3
03o26A
v -----_----------------------
l0h49M
------------------------------------
ONE HOUR
ADDED FOR
DAYLIGHT
SAVING
TIME
.ADD 01h03m TO BOSTON H.T. FOR TIME
OF HYANNIS PORT TIDE
VIRGIN SOIL BASE
_ } . 0 t�
NOTE: APPROX,MI?AN HIGH WATER EL -2.3 NGVD4 _--.-------'----•— -- < V z c
p p p7
ALL CONCRETE TO BE 3000 PSI 0 27 DAYS. MINIMUM . COVER ON REINFORCEMENT
SHALL BE 2 INCHES. CAST RETAINING WITHOUT VERITCAL JOINTS AND WITHOUT �
>-
tir Q
m
WEEP HOLES. S
I ,.
CAST WALL WITH VERTICAL CONTROL JOINTS AT 20' MIN. C.C. AND EXPANSION JOINTS 4 y Q 0 d
NEAR CORNERS .AND AT 60' INTERVALS. THE WALL SHALL HAVE NO WEEP HOLES SECTION B - B x _- w c) CL
AND SHALL BE WATERPROOFED BY APPLICATION OF FOUNDATION COATING AND 6 MIL ❑ U D (!) O IL
POLYETHYLENE LINER.
15
TYPICAL SECTION THRU RET. WALL.
EXG. GRADE
GRADE '88 Q '
1%2n -1-D„
10' COASTAL VEGETAION
PLANTED TOP OF WALL ELEV. - 10.51 : _ ____ T - _� Q M ry
4” TOPSOIL APPROX. MEAN HIGH WATER EL -2.3 NGVD z < o
2-5 TON ARMOR STONE t;UNGROUT'ED)-.__-_. _ _---- - - +- --- - - --'�- ----- -_ �__ _ .--- -___. _-----�--- -- ----- - -- _---.-. __ -. ___------- -- --- ,
"- 7— W o
Z....! �, z
GRANULAR 1.5 - tlnurlArTr,- ►+j ,...., a LL
W m .
SECTION C
L
0
FILL o . z
EXISTING GRADE
5, 0± 15aNa
I y Q x
pU
UNDISTURBED SOIL 'i m
COMPACTE=,
GRZ'88ACKFlLL E EXG. GRADE L 0
W UC
MIRIFI 70OX FILTER FABRIC
_ a 5 - _ _ _-u --ry - _ _ .. _ - -= _--- - -- - -- -- - C7
OR EQUAL _y, ; -- 4 —�.� IL
ui
$ I0 TAILINGSI r APPROX. McAN HIGH WATER EL -2.3 NGVD;
TYPICAL SECTION THRU SEA VALL TIQN G -
u 1 in. 10 ft. BORT. 95.. 300..,..,-,