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Georcje Oren -5t, n"
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I hereby certify that , with rcc3ard to the location of all on site improvements,
that this map was prepared m accordance, with Section 20-300b- I thru
Section 20-300b-20 of the regulations of the Connecticut State Agencies
"STANDARDS fOK SURVEYS AND MAPS IN THE 5TATf- Of CONNECTICUT,
a5 endorsed by the Connecticut A55ociation of Land 5urveyor5, Inc. It 15 a
and
location to h
I ppqrap IC 5L)rVCyjntended to depict the location of proposed
impm
roveent--, )(olthe 5
)te--a-n� conform5 to horizontal C
la A-2 5tandarc:15.
DAVID A. PlING, P' 115 ft 12054
Not valid without raised pv64 and live Signature.
Compacted sub -base
rI
Pave!
Pave"110 a y
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Y
-7
Tl�fl�, 240-�4
Inv. in` -23G.0-,
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T f �. Inv. put �3'G0~errs ----R f- -
13LOGK
5TORAGf-
'...BUILDING Ff^v 15 T I�" �. N G
Fropo5ed HOU 5 ff'�
-
To be removed
f=IU5h re-te,
ft -ft
curbin6j
See Detail
Property Inc follows -WIMP vvaft
ancl fence
____� Concrete
#5 rebar on center curbinLi
3" from top and bottorr /
9
INV. =230.41
I
Standpipe Rim f-lev. 139.5
. 41
4. perfora d FVC in Rip -Rap Ditch
�,,Well to -fie abana ed and filled
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.... .. ...... ... .... . .....
.. ......... .11.11'... 1 ..... .......... ...... ...... ... .... ...... ....
.. .. ....... .. .... .......... I .......... ....... .. --1- 1 -1-1 1-1-
230 -J. :.: I I L;: ..... ... ... ...... .
0 10 20 30 40 50 GO 70 50 90 100 110 120 130 140 150 IGO
Profile, along proposed drainage Horizontal Scale 1 "=20' Vertical Scale I "=20'
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NOTES:
1. No disturbance will take place within any area
of wetland type- Soil.
2. f-xi5tinc) drainac3e. IMC5 will not be disturbed.
3. All )mprovement5will be limited to current
operational activity area,
4. This proposal i5 meant to comply with Z
Department of f-rivironmental Protection 0 0
recommendations for the minimization of Z
pollutant runoff from automotive dismantling 0-j
3CtIVItle5.
5. No floor drains are proposed. W
G. All drainage in the vicinity of this proposed Z
activity will be directed through the new on-5ite ❑
drainage facilities,
7. TH55ite 15 Served by Municipal Sewer, -j
Z
5. The detention ba51n has a ae5i,-3n capacity
of 3,000 Cf and 15 adequate to retain 1.25"
of rainfall.
9. Locations of all on -Site improvements and Z
exi5ttng topography are shown to an accuracy
greater than that required by A-2 Standards.
10. Parcel shown a5 Lot 4 on A55e55or'5
Map 31
DIVERSIFIED TECHNOLOGY CONSULTANTS
165 STATE STREET, SUITE 421 NEW LONDON CT 06320
8607017640 860 7017642 FAX
WUA T
I'Alk, hk
VIAIAMLES, INC
MAPLE VENUE
SITE IMPROVEMENTS
OTC PROJECT NUMBER: 00-209-101
DTC DRAWING FILE: 00209
SCALE: 1"-20" DRAWN BY: DK
DATE; 117101 CHECKED BY: DAA
SHEET:
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