HomeMy WebLinkAbout02-44P_SUPERIOR NORTHEAST_JEFFERY DRIVE\ h/J.— -Moo
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Nk EROSION AND SED?tir:id'] A1'lON CONTlt(1T. ? 1.AN
ems,q. Yloor
'` General: 1. Site is composed of '..L�!.
race 5alids . Water tab'l.e:
is deep and permeability
w r �. �.• ' Y ! is high.
/y/f-
�r
Lm-
2 14WAD45A itedLto�foliage
l
scrubrowthand
s� o ` 6 1 , Gi �1 _14-- ��` several hardwood trei s .
-To �`- �'ir� I 1 3. Existing drainage system
I b -to ►iC.�CO I Q� i l
b fl �•, 0 ��' �'a I , \ \ i ar 1 ; I+ is designed to handle
A ,c, (�, 0 ro _ , 1 N /Co 1 the site in a fu11v dev-
4l"v -1 (�/J (i r f .vc ♦ �PROj' `� 1 I
eloped condition.
t.Arr
r ,
OA%�K1 I ^' r J Y', I 4. Sheet flow rainfall furl-
N + a� �r off now enters the prop-
15�
F �� Q ` , f1 2.//� j• ,U V urL . a,..rc,55 LoL and i
.r �.� T'ar� 1 �, from Pleasant
LejbUp c \ h le ti,C'� >.= b N ,pcYwEl�__.J Valle Road,
y
o�', _' �PJ �'ipirDJ'Ofl�.O�IK'Y +iL .`
Se,(IUuIi,:u cif O C-17, tiol,s
,� 1. Addition Lo bui.l�li.t, ol�
IQ
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n A � 49' ASS Lot 3 is in a paved ar�:a . �
\ c S ` 1
\, -•� �t�6A I ,, Erosion o s i o t->. ) o t e n t i a l i s m i. I, -
Y s, w� 11 t A imal. Ho�.:evur, hay bale
b 32 • w t -. � � � �� � ;, - � 1 will be placed alolig, th:.
3�� �•�U(� down Bill side of ex•.:a-
I
... ' �J r IU � I a ti r- (� `� •a •� ;~ � c 4 I� 0 � vatud area and any tamp ---._A_..'_A._.V Eol�, ��-I II -�--�— - �`�.•� �'�/ 0� I .. orary stock piles of ex-
Ld soils,cava
I' 4� I i 1 ``
i � � � T �� - iw •� per►-�i,` 1•:�:cdva ti c�I; and ear! 1, Itlo-
rex: nt;
'�/T fin G� S� ViUll Loth l,- and y RA►�~A.4rr ♦-'� Parcel A will 1 e ult: in
&JgoAos�.C�. i •,- erosion potcnLial direct-
5 ` n I ! ; , � Y� ,•,f� tv�sv ed towards the logy,• area
NF ,, „ ,i , },� in the cent-er of Lott
Imo. 2 .
roCU
�7 , I �I .� s5 io �b vi.dudubvoiristallfi g Ll,u
,►. � f'.i � � f� � /Ci.Y � ti � 1)rUl>U5L'Cl ilrallla,'t :>yst.:.l
3'fv(-, i,) �1 (YI / TVof-e- I \. / b _ prior to excavation arid
►. t l�
'vCompletely s ur r o uI d l ri r
IA 1,,JUN 19 2002
the catch basins with
I I F.s I
L-U '` / ''s el ►h ti, lu \ /, SOUTH'AiNDSOR PLANNING DEPT. f i l t u r� cloth dams .Erode d
\ _.�»�..�.,.`�'°"""_-"""" r""`._ soils will travel towards.
I 37 r+eRS.von�t � �p�1 � , t these dams and b '
� ..1,� ,ly �.:�,., �. coLLeLt-
,cr • I I `o yl,l' ed before entering the
a ti 3:�` - �,•� drainage systems, The Catch
�. ,V,, W ��' • �,� � ,� r'A�y,, rip •,�-•-• e. ` � .• .. - . Basil,s are located at the
lowest points in the work
,Y
, 1 , p t•L ,� // � \1 s:;s.. M � •*� / area and will intercept al�.
s sr' /r • gyp- f a ,--- CI%wj erosion.
_.. — - _tt� __ .- �'� "'�° ��� _-_ — r .... .. Q y... Y:• ":' . —_ - _ "' V .1\'YYItlU.IWI NI.Iillit�+�
tOt1
`L�i,�•q�r VALLS7y r cs ►
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AL ti! I -_... SITE PLAN
c�101"14 CLERK'S Off ICE 1 1
r,RAWER NO.
IAP No..___..»....-. � T�
B * � NO.
CONSULTING ENGINEERS
40 WIND ND ROAD
k�� .�� +�'• SOUWINDSO
TN R, CONN.
I I 203-6"-0550
\ _ I HEREBY CERTIFY THAT THIS
STANDARDS OF A CLASS _!!i:g
FOR STANDARDS OF ACCURAC
ASSOCIATION OF LAND SURVE