HomeMy WebLinkAbout05-71P_SUPERIOR NORTHEAST_JEFFREY DRIVEr
L E6E`iV0
,�QY io,Cy YE�14' �144.0
•� �tPO�-'E/�P'TY /S .NOT LO�'i"47'�"la /itl
N,� N
F-I 77 le',67L 0
� Z
10
/
�-
C� rs Aly s o-� Zj"SPY 9q"D
r 1 - 1 ' �� \ i �!�ir•F r yam' ?_ A / ;" = r 1
a L,Gpq
' W,
.
,1rA 11 r
F_- 6? r r �lJ/ To �+►aT�� I S�" 1 I
tr lei c 9. p , 1 1 1
.Mt.a.� YAA►d --- / ''r�'r ,•.rs � _ �� ,�`�. _ �� ��. .. , �'� I 'v � /•rq vEiO � � j
Yrv�Pi�vc'F r,.• aq,.,� 0,
� ��1/8
1
o � CAF
vF
y \ o n ' * R } J (/J�fiOi'Dt l E� ✓ sw* 1 ` sr � 'i►C
b ',,r> r� me � ', �� ,; _ !� f �•d/T.) ry
A 417SS
dS.S
A
kO
Iry
1-`'n y`+en
NZ
rio, TAT
O 1 >V
IrOA
As ?�,; yyD .t'/r JS'rT, s�'L"r �rrp
A 2Z, 43 Sr I I
i 14'v 4 <
if
7-IF CS
its':4n �.
AM aooA 1
3-S f Y ,
WOW
D 0 I .p w� a
Dole 4
X � �*
VA L L E Y ' or
_ - - - CR 73" ��OT---_''-_ ""a'r_••�-...�'.'� �i.,,=--tirs..:. y--•tie--•m: —�_
Misr �' t Id v.� �.
TOWN CLERKI
DRAWER NO-�
,
1�
e
ERngT.0N AND SrEITMENTATION C0r71'ROL PLAN
General: 1, Site is composed of ter-
race Sands. Water table
is deep And permeability
is high.
2. Existing foliage is lim-
ited to scrub growth and
several hardwood trees.
3. Existing drainage system
is designed to handle
the site in a fiilly dev-
eloped condition.
4. Sheet flow rainfAll run-
off now enters the prop-
erty across I.ot 1 and
Parcel A from P'ensant
Valle, Road.
Sequence of OperAtions
1. Addition to building on
Lot 3 is in a paved area.
Erosion potential is m'in-
imal, however, limy baler
will be placed n1ong the
down hill side of exca-
vated area and any temp-
orary stock pilpq of ex-
cavated soils.
2. Ex,cavatlon and PArth mo-
ving on Lots 1, 2 and
Parcel A will result in
• erosion potential direct-
ed towards the low area
in the center of Lot 2.
Protection will be pro-
vided by installing the
proposed drainage system
prior to excavation and
�•�'�"" completely surrounding
- t1te catch basing with
filter cloth dams.Eroded
soils will travel towards
�,I„ �.,,� r.t A*n�++•M••*^tlA"'41 these dams and be collect-
, ed before " entering the
drainage systems. ne Catch
Basins are located at the
lowest points in the work '
area and will intercept all
erosion.
P 0 gv�-, 407 1
1� 7fanif� C�rnrnlRr�On
1
SITE FLAN 04
,T�-/�f��'r .��vE' sCx/r/y ,w�,✓DsoR r�H
LUCEK ENGINEERING ASSOC. INC.
No, REVISIONS DATE SCALE / �+'� bATIEry
COMM" 1 DRAWM /lIZ6 CHECKEDeWZ
M WJCMA%D ROAD
90U1" N "". CONN. Ih a is
N�
..r.uwr.w I *RaJECTA.. SHEE? Opt
I MEREBY CERTIFY THAT THff JAAP AND SURVEY PREPARED IN ACC NCIE WITH THE
STANDARDS OF A CLASS• SURVEY AS IN E EX I "CO OF A CUT
URACY Of SURVEY MA HE C0
FOR STANDARDS OF ACC %r .._