83- 832 Site Planr : - - _• - ,
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04101100 f
Connection
Proposed Pipe Pipe
k Slope
Cumulative
To -
(Contribution)
Invert EL .Length Diameter
Pipe Flow
(Feet) .(Feet) (Inches)
C. F. S.
"
Inlet Outlet
_
bldg. Drain
36.30
CH #7
.Leader #5 _
-
1.73 C,F.S.
_
Pipe Run
110 10
1.5
1.73
CB #7 _
•
-
CB #4
2.80 C -FS`
Pipe un
Lb#b ,
7,00 36.63
CH #4
-0,526 C.F.S.
-
ape Run
105. 12
4.1
0.526
• -
CB #4
0.788 C.F.S.
-
- -
Pipe Run
80 1 12
2.1
0.79.
CB #4
•
CB #5 '
0,430
.Pipe Run _
180 24-
0.5
6.28
C13 #5
ys
50
MH #1:.
2.12 C.F.S.
Pipe Run
175 24
0.5
8.40
MFi
g. rain
.'
,
Mii #1
Leader #4
-
1.36 C.F.S.
Pipe Run
113 30
4.8
_
1.36
MH #1
ar
CB #3
Leader #3
0.42 C.F.S.
'
PipeRun
140 - 6
3.9
0.42
CE 3-
-KH #1
30.85 3o.77.
-0
CB_#3
ape un
205 18
4.8
10.17
CE #3_.
bldg. Lwain
136.30
CB #3
-.
'Leader #2
0.742 C.F.S.
Fipe Run
88 8
17.4
0.742
CB #3
3.10 C.F.S.
-
Bldg. Drain
36.30
CB #2
Leader #1
1,23 C.F.S.
- Pipe Run
1 185 1 12
2.2
1_23
CB #2
CB #3
Pipe Rin
135 10
8.3
2.53
CB #3
"Lb #3
21.00 20.63
3.10 C.F.S.
45 24
2.0
•16.54
Ret.
'
Basin
Outfall
etentaon -
2 .00
16.54
Basin Outfall
�t {
o .
s
Note: All pipe sizes shown for storm sewers are
fz5 risk n based upon calculated flows with a minimum
n
velocity of12 F.P.S. in pipe with a manning
o • a 1 \ b
� , ., ,, If roughness value of n - 0.024
t _ _ \ d7 9.
, ,• __ i , , _., _..._. ..,__. .. _.� ^, �•S 39,0 -0-
,) LEGEND
i y 9
\O { \ s I TEST HOLEA
,qa , ♦
-
393
> rnov etro c8
\:X -.,. .'\ \. \ JmY
\.. \ A• LEACH .PIT SEWAGE)
E 3 \
: PeoY/Ot" .GILT \
\
o _ . \: CATCH BASIN
f T t \
I ; n \,
-, \ , c. I x "«•.,.
o f• X x ,.... \ -. EXISTING' CONTOUR ,
44 -... - . •••,w .., . \..° : i' 4 20 .. SR a :r 3g•5 , ' f w
a3 /
n A \ ,r 1 41 X
PROPOSED :CONTOUR
r 3 c /b /t/Y,3433 3 IXS 1.
{ } `
`IV xx.x PROPOSED SPOT ELEVATION .,
e
..........
o
.P , `at
XXxX EXISTING SPOT ELEVATION
t
�
\..
a•
�2 a/.o :O - ,EDGE'OF WETLAND
E y
FIRE HYDRANT
K. ..
�\ PROPERTY UNE
E - .
&V -s t-rCy5: iTol'/z"4)
IN
H HIGH PO T
,
fi. ' 'io `"^'^,,,^-v; --' ,' . :: . i moi. ,z ``. -• \ � \ 1�r
i M L, . LOW POINT' -
C r
G,A. GREEN :AREA
r
t
, ._......_,._..., _.__,.,_ _ .. �, -: \ \ -, •, :; `\-\ ., dZ-)PcC1,oC91Z. �vofe:
Seeding specifications for slope areas, ?
% _ _ _, ,
a ourld: the storm runoff retention basin: .. ,, � - .,_ _ _ ._,� ^' JNP38.�o >
L - SITE PLAN
(tura( limestone
. Apply 2 3 tons agrlcu �.,
i
and 500 lbs. 10-10-10 (500 of nitrogen
,
-. -�,. ._-.^ __R,� ._.. • �s ,, ,, _:_ ,. � , ,- . ax THI RIP�J000 PLACE .
in slow release form) per acre.
P ,... _ T
w- mixture of 40 lbs. K-31 _ \ ,
MASSACHUSETTS,,
S
Erdraseed with mix ,: YARMOUTH,
.:Tall Fescue and 35 lbs. Perennial S
_ r � y
= h ,,�.Q , I _ ,4 `•'• Yt. i 1 ^tom , � ,. 1_.•..,,.,, F l
" -- -
R eQras_ per acre.
Ootirum seeding period: t�
., rQ , �:- . - NOMINEE TRUST
Spring Prior to F.ap 25 r FLAX MONO
to October 1
Late Summer August 15 � ) e t � CH.CKED eYt
m,
F 3 l t DESFFsldEO t3Y DWIN QY
Tia
RMP RMP `- R E L
Note: Topographic and"Propeity Line information
4; SCALE' I in. 50 ft. DATE, SEPT::1, 1987
compiled and adjusted from record data; to be ( ` ';* �, �,. SHEET
- i `; _ ,:qo SCHOFIELD C'tOTHERS,
r^ further adjusted. See plan entitled TOPOGRAPHIC 1 , ,, S 1 ,• ; - I dCAA'�S
^ i { REGISTERED ENG AE�ERS Y 2
„P
PLAN OF LAND as prepared for Neil Bottomley by t
t
Schofield Broth Inc.. dated June 2, 1983PO.BOX101-ORLEANS, MASS' 02653
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e e ! TELEt'(617)125 5-2099
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