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MARTIN
STONE
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PLOT PLAN FOR
TERRY FILES
F(b 'v TROY ROAD SOUTH WINDSOR CONN.
EMIL W . LUCEK ASSOCIATES
140. REVISIONS DATE SCALE I" = 40' DATE 10-2G-9G
CONSULTING ENGINURS
5 OAKLAND ROAD DRAWN �u�� CHECKED d b�
SOUTH WfNbSOR, CONN.
203-644.2474
PROJECT96017 SHEET I o
CERTIFIED SUBSTANTIALLY CORRECT - DEGREE OF ACCURACY
33
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SOIL TESTING
PERC TEST - t '�
DEEP TEST DROP IIJ .5 M1W,
SOIL TYPE WIIJ05c tR FINE SAND
MAX, SEASONAL WATER -7ABLE-31 N/F BARTON
518 M --
DEEP
TEST w �—
F L 9: 55'
PPRC.
FL93—65'
FL 93
15
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� F L 9 3.1 —�24 s
P
F1 93.5 �i GAR /
9G.o
3'
FL 9 �
92�
OTHER LANDS OFF m }
TERRY FILES
\ 28
SEPTIC SYSTEM DESIGN
REQUIRED:12SO GAL-. SEPTIC TANK
REQUIRED: Slop 5F LEAGHIWG AREA N / F
U5F- 3 TReIaCHE-s -SS LONG -3 wloE MARTIN
STONE )
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tt = TROY
%! A D M.S.
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PLOT PLAN FOR
TERRY FILES
TROY 'ROAD SOUTH WINDSOR, CONN.
EMIL W . LUCEK ASSOCIATES
NO. REVISIONS
CONSULTING ENGINEERS DATE SCALE I° = 40' DATE 8-29-78
5 OAKLAND ROAD
SOUTH WINDSOR. CONN. DRAWN A.V.H. CHECKED E.W.L. I
203.644.2474 ,
PROJECT 77-14 SHEET
C
CERTIFIED SUBSTANTIALLY CORRECT - DEGREE OF ACCURACYrAR FOR BUILDING PURPOS
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N/F BARTON
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F ECp.4o�L���N.
t 1D ham°
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17 2Q
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OTHER LANDS OF boy � e
TERRY FILES
1 N / F
MARTIN
STONE
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tea.
z,y
?; r Teas
S I x ROAD M.S.
PLOT PLAN FOR
TERRY FILES
TROY ROAD SOUTH WINDSOR , CONN.
EMIL W . LUCEK ASSOCIATES
NO. REVISIONS DATE SCALE I = 40' DATE I0 -2G-l°
CONSULTING ENGINEERS
5 OAKLAND ROAD DRAWN pr„J' CHECKED
SOUTH WINDSOR, CONN.
203-644-2474
PROJECT96027 SHEET I o
CERTIFIED SUBSTANTIALLY CORRECT - DEGREE OF ACCURACY 2
N
NOV U 1 1990
South Windsor
13UILDING DEPARTfOENfT
This certified that this plan and specific 0 sn•
copies of the proposed building or alto— .�
erected at
!fir -7ror ,eD
together with amendments stat.d I'. sp1
filed with plan and 1 agree tt,cu►.ply wi r.l
Building and state laws ao! s%ch urdors as
Issued by the Buil g Dep lhnart during o
of this applicati and 1' i issuance f c t .:_
parm
This plan is appmved sub?e.t tv ti4 w:d.ab,
orders and otdtnarrrr triguittirW blaluinx Orw'I
Complie'd M(". t_
Conditto"M* NIN TMde filed with
[iWAdFnE lnspe'eMAi ry�^e� Cleric
Dole
CERTIFICATION OF ZONING COIVIPLIAINC,.
Proposed buiiding(s), use(s) andjor structures;
Per; as shown on this plan appears) to be in
conformance with current South Windsc
regulations. Variances and special exceptions
may apply..
Date
ning Enforcement Officer
SOIL TE5TING
DEEP
PERC -rUST — 1 DROP J$j S M11J.
TEST
SOIL- TYF'E WINOSoI! FINE SAND
N/F BARTON
MAX, �'A50NAL. WAilR -TABLE-3'
518 ——
DEEp �—
T"T CD
R L 99
PERC.
FL93 S TEST \
FL93 IZ'94 - 115
2
*L_fs4
1 pF \ \
T R 93. GAP / J
/S N
FL 94L� /OTHER LANDS OF
TERRY FILES
SEPTI C SYSTEM DESIGN
REQUIRKO: 1250 SAL.. SAPTIC. TANK N / F
REQvIRiD: coo AF L.KArC-"I W C% A,IWA MARTIN
UWL : 3 TREVAC"Ms -SS L.OU& -; WIDE STONE
44
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RCP TO QE II.I57ALLKD
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94� �-
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+ w
63
SURV ROAD w.s.
PLOT PLAN FOR
TERRY FILES
TROY ROAD SOUTH WINDSOR CONN.
I EMIL W . LUCEK ASSOCIATES
i M0. REV151U DATE SCALE I" s 400 DATE 8-29-78
CONSULTIMC EMQINEERs 1 AS VJLT 9-25-79
OARLAM MIMI DRAWN A V.M. CHECKED E.W.L.
s9YTM a NI M . CONN.
203-444-1171
MIOJECT 77-14 SHEET
CERTIFIED SUBSTANTIALLY CORRECT - DEGREE OF ACCURACY 1FDR mm"s PUMP C
A P P R O V E D
TOWN OF SOUTH WINDSOR
ENGINEERING DEPARTMENT
DATE: 1 0'03-75
SIG.:
t
SOIL. TESTING
iPERC -MIST — 1 DROP �U Mlty DEEP TEST
SOIL- TYPE WIWDSOR FINE SAND
N/F BARTON
MAX, �EA50NA1.. WATER -TA9L,E-3'
j M --
f bib
DEEP on
T"T co
P!_93 55' — - Q
12' —— PERC.
FL93— 6�'
FL 93 W I
Sc' 2
4
i' ?F
FL 93.5 GAR /
9GA
FL 94 J\ -
92�
OTHER LANDS OF
TERRY FILES
l
I SEPTIC SYSTEM DESIGN
REQUIRED:12SO GAL. SEPTIC- TANK N / F
REQUIRWD: Sop 5F LEACHING ARE6, MARTIN
UsIL 3 TREIACHMS -SC LONG -3 w10E STONE
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RCP To OE IUSTAL.LED
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TROY
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__ PLOT PLAN FOR