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MA LOT N%F ASUTTE-R LIST ':;ik _ � , ��
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12 8 402 MAIN STREET HARTNETT, JOHN K. r ,w
20 1 200 SULLIVAN AVENUE THE NUWAY TOBACCO COMPANY 4 ?��
2 35 ELLINGTON ROAD SPIELMAN, ARTHUR E. ; ,s ;+"
3 4�9 MAIN STREET LICKWAR, ROBERT CARL ST. & NANCY H. t, y ` ,r .4,'v 1'
32-16 21 3 54P MAIN STREET CASSA R/NO, PAUL ROSE '. �,^ "'. • �
4 2 CHAPEL ROAD VALLES, JON & VIRGINIA , ,i `- :: ,, .', ;,.
5 4 CHAPEL ROAD SANBORN, SAL VA TRICE M ; , • r : $
6 53 BRAMBLEBRAE ROAD CASSA RINO, SAL VA TORE -
7 & CHAPEL ROAD WETHERBE£, JUDY A'/ r
q, F� 8 R CHAPEL ROAD BRANCAT/, PAULINE Mi.`1. ` Z f . ,
W 3 2 -15 9 8 CHAPEL ROAD TRANCH/NA, PAUL J `*. i ,` q C .'
10 94 CHAPEL ROAD KNAFEL, E. 5TEVEN ti1. 1.1' - -
W 21 - 3 11 96t CHAPEL ROAD MULCAHY, TIMOTHY J & ROBIN W - e •.. , A,a,
�/ 12 1C)4 CHAPEL ROAD LAWTON, BR/AN P & JAN C "a'�, a "
22 11G5 CHAPEL ROAD JURGELAS, JOYCE �
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23 9 CHAPEL ROAD JURGELAS, ADELE H v ,, t
24 81 CHAPEL ROAD PITEO, THEODORE D & MADELINE A l ,~
I----- 21- 4 25 71 CHAPEL ROAD BELANGER, TIMOTHY D & SUSAN C ''
27 4 CHAPEL ROAD BIEL. GEORGE ` ' : '._ �'
2 I - 6 ,,.;, -t 17
1 28 35f CHAPEL ROAD DELUSSO, JOS£PH A z 4' i w
_�1 C 21- 5 29 1 4 CANDLEWOOD DRIVE BENSON, JOSEPHINE L ,F...� '' K! . r t �`''' ,�,� '.
d� y 30 55II CHAPEL ROAD ,, L UCHINA, JOSEPHe.' s1 , v _ ,f *_& r,
y 21- 29 �pF< 31 12II6 GERALD DRIVE ,a K: r r L UCH/NA, PETER A & ROBERT ZERA FRAN 4' , ' t {' ` , y f
a V£iPNON CT, 06066 * ` � P'?,. r t .'yx �} .' ., , , . !
ti 21- 7 32 12q GERALD DRIVE ' , `E LUCH/NA, PETER A Qt ROBERT MARTOCCI "' + F �• , " ,'� Y:as r ,, '
z 21-13 V NON CT, 06066 _ R t � V`_'r•,,<F ;: t ' r';:;_ .; J 1.J . , � r �" � , . , .
� 21- 28 21- 8 33 46 MAIN STREET MARTOCCI, MICHAEL & ARLENE L A\ F �" " i'
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at 21 - 9 34 45 MAIN STREET L£VACK, ROSEMAR/E r sl ',;'' , +s�yZ,
�4� 21-27 Qq� 38 4417 MAIN STREET KYC, JOS£PH M & MARY T �` ': „ VA`a," i`
21-1 39 501 MAIN STREET PRIOR, JANET S � ,; r ,,I 1,
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!� LOCATION PLAN �...�
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f1 i NOTES. - - - 1.
THESE DRAWIN65 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PER50N Inc PER5ON5 NOR -'�------._.
Tv r.fV 1-111 .J1 "I DM 1Tf, t/r rYL rr II Ar%
41 5 MAIN STREET MYERS, ANN T & L YMAN, MAUREE,N R
42 53� MAIN STREET BOWMAN, M£RRIL D & SA RA V
1-12 31 2 P. 0. BOX 415 SHEPARD, JEAN EDWARD 3RD
EAST WINDSOR HILL CT, 06028
32 16 566,44 MAIN STREET HOULE, MARGUERITE C
21-22
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Lot No. 1 & 3 - Zoning Data Block I ,r."" " _; ?���, � ,
ZO E: RESIDENTIAL A-40
ITEM REQUIRED/ALLOWED PROVIDED LOT 1^ PROVIDED LOT E
Lot Area
40,000 sq. ft.
134,391 sq. feet
40,525 sq. feet
�i:, 11
l�' +
Lot Width
150 ft. min.
250 ft.
154.13 ft.
d
*� `'4 u11
Lot Depth
200 ft. min.
457.26 ft.
305 ft.
`!•;1 . �-
Lot Coverage
10% max.
4.6%
( 3.0%
1411
, _
C:_j V�.-J
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LV TT. TT11n.
LV TT.
2U TT.
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P'T q.
Rear Yard
50 ft. min.
1
50 ft.
50 ft.
NC
Front Yard
50 ft. min
50 ft.
50 ft.
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Lot No,
•
2 ZoNn Data
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Block
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ZONE: RESIDENTIAL A-40
(INTERIOR LOT)
ti . 1
ac,;,,,
REQUIRED/ALLOWED
PROVIDED LOT 2
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,ITEM __
Lot Area
80,000 sq. ft.
178,899 sq. feet
`
Lot Width
225 ft. min.
395 ft.
I.S;1
". `1 *
Lot Depth
200 ft. min.
I
362 ft.
,a
Lot Coverage
10% max.
3.0%
' "t
Impervious Cov.
15% max.
1
4.6%
P
Y ": `. pr`"7FY:
Side Yard
20 ft. min.
20 ft.
. ,
-' IJ - I. ,�.r'
Rear Yard
50 fit. min.
50 ft.
�` {'
i~�e
Front Yard
50 ft. min.
50 ft.
'' r
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". ,�C'. ,, .t' iok,l, 1
;c �,�� 1
REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERM15SION OF DE516N ~ _� y ^; r3 rw °y� r'y
PROFESSIONALS, INC. j_E9,Y MAIP
�K< t1.' e�, ,.,%1fi �e ~ t ^
THESE PLANS ARE INVALID UNL Y AR THE I INA ! ; , m , � �` F.�' ,V, " l ` r}: - .1 ".. ,-:.P-"'
G
E55 THE BE E OR 5 L 5 6NATURE AND IMPRE55ION SEAL \ .
f'�r OF THE PROFESSIONAL ENGINEER OR SURVEYOR r •i (� ', �� �, `4-,.'� ?.. i r y idle y' , *'
\ O ! 1 \ 1 / 1 \ 1 �/ 4'7 '"t„^ e x Ati•'k�, w h 'r = ti;
- +
I THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-300E-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES - *STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS RECORD RESEARCH AND/OR OTHER SOUR OF INFORMATION. IT N T CONSTRUED A SOURCES 1 OR ON { S NOT 0 BE CONS UED S APPLICANT
,✓ nW NER
4 i
HAVINGN OBTAINED
BEEN OB NED AS THE RESULT
ESUL OF A FIELD SURVEY AND 1 S T TO SUCH N N RAT S UBJEC C CHANCE AS A ACCURATE BRIAN EDWARDS Ec KEVIN FOL Y E
JOSEPH LUCHINA
FIELD Y MAY a�
L SURVEY A DISCLOSE <
xu s ='' r
e - 26 POND LAN t. E
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55 CHAPEL ROAD
SOUTH WINDSOR CONNECTI UT 074
tir C 06 SO H
TO THE BE EF THIS MAP IS SUBSTANTIALLY CORRECT A N H +,a.l " I -_ .�I ' `e UT
L CO E S NOTED HEREON �. I TEL. 860 644-5288
s i , ( )
WINDSOR CONN CTIC 7
E UT 060 4
TEL (860) 872-2177 I
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•_gi,IjNF, AS SHOWN, ARE BASED ON AVAILABLE --
INFORMATION.
QRMA ON. ALL EXISTING UTILITIES SHOULD _
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO —
CONSTRUCTION
3. THIS PLAN IS INVALID UN.ESS IT BEARS THE I 8/27/99
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE
REVISIONS _ THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3006-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON
REASON TO ADD THIRD LOT RLH 12882
DESCRIPTION BY RICHARD P MARTEL LIC. No.
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GRAPHIC SCALE
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MAP
LOT
N/F ABUTTER
LIST
12
8
402 MAIN STREET
HARTNETT, JOHN A.
20
1
200 SULLIVAN AVENUE
THE NUWAY TOAACCO ( •d*$ Alv r
2
39 ELLINGTON ROAD
SPIELMAN, ARTHUR f
3
419 MAIN STREET
LICKWAR, ROWRT C:AQ Sl of NAN't t h.
21
3
540 MAIN STREET
CASSARINO, PAUL ROSE'
4
22 CHAPEL ROAD
VALLES. JON & VIRGINIA
5
44 CHAPEL ROAD
SANBORN, SALVATRICE M
6
53 BRA MBL£BRAE ROAD
CASSARINO, SALVATORE
7
60 CHAPEL ROAD
W£TH£RB££, ✓UDY M
8
70 CHAPEL ROAD
BRANCATI, PAULINE M
9
80 CHAPEL ROAD
TRANCHINA, PAUL J
10
90 CHAPEL ROAD
KNAFEL, F. ST£V£N
11
96 CHAPEL ROAD
MULCAHY, TIMOTHY ✓ & ROBIN W
12
104 CHAPEL ROAD
LAWTON, BRIAN P & JAN C
22
115 CHAPEL ROAD
JURG£LAS, JOYC£
23
99 CHAPEL ROAD
JURGELAS, AD£LE H
24
81 CHAPEL ROAD
PITEO, TH£ODOR£ D & MADELINE A
25
71 CHAPEL ROAD
BELANGER, TIMOTHY D & SUSAN C
27
45 CHAPEL ROAD
BIEL, GEORGE
28
35 CHAPEL ROAD
DEL USSO, JOSEPH A
29
184 CANDL£WOOD DRIVE
B£NSON, JOSEPHINE L
30
55 CHAPEL ROAD
L UCHINA, JOSEPH
31
126 G£RALD DRIVE
LUCHINA, PETER A & ROBERT ZERA FRAN
VERNON CT, 06066
32
126 GERALD DRIVE
LUCHINA, PETER A & ROBERT MARTOCCI
VERNON CT, 06066
33
466 MAIN STREET
MARTOCCI, MICHAEL & ARL EN£ L
34
452 MAIN STREET
L£VACK, ROSEMARIE
38
447 MAIN STREET
KYC, JOSEPH M & MARY' T
39
501 MAIN STREET
PRIOR, 1AN£T S
40
507 MAIN STREET
BANX OF NEW YORK
41
525 MAIN STREET
MfERS, ANN T & LYMAN, MAURE£N R
42
535 MAIN STREET
BOWMAN, MERRIL D & SARA V
31
2
P.O. BOX 415
SHEPARD, JEAN £DWARD JRD
EAST WINDSOR HILL CT, 06028
32
16
564 MAIN STREET
HOULE, MARGUERITE C
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D NIF U� TIMOTHY D. & SUSAN C. BELANGER < \ `.,;Q� , 1��_,. � A - , ,,�,. , .., . � ,
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. ADELE FOWLER, JOSEPHINE L. BENSON & RENO LUCHINA JOSEPH A. DeL USSO & I A/ IC- � � 'e--) I , , :,.,4#. 't. �1. -e , 'of L;-. ; � -
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1 . HORIZONTAL DATUM BASED ON NAD 83 AND TAKEN FROM STATION 6309 CO HQa
�_
AND STATION 1268. ;n �
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2. 10' RIGHT OF WAY IN FAVOR OF ' JOSEPH LUCHINA REF. VOLUME 188, PAGE 134 LL� -Z
Of- THE SOUTH WINDSOR LAND RECORDS. I �
, I � I
J.
1 1`1 11 Z) 1 Mr-r- I LI 11r_ UIN %-,rl /At- r- L r'\U/-\U 13 /A 33U fV1 r_U /A 3 r'r-M M tA r R r_r r- M r- N t-r- ff I .
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ZONED AS A-40.
.5.
TOTAL AREA OF LOT #IS 1,2, AND 3 = 353,815 s.f. or 8.11 ac.
�__
6.
NO WETLANDS FOUND IN SOIL SURVEY CONDUCTED 6/15/99 BY
It
`�,
,�,,
*t .I-
JOHN IANNI, PROFESSIONAL SOIL SCIENTIST, HIGHLAND
.
1
SOILS, LLC.
�n
7,
THIS SUBDIVISION IS OUTSIDE THE 100 YEAR FLOOD BOUNDARY PER
PER FLOOD INSURANCE RATE MAP, COMUNITY-PANEL NO. 090036 007 B,
EFFECTIVE DATE: MAY 1, 1980.
� ,
. �
8.
ALL CONSTRUCT OWN OF SOUTH WINDSOR
EE�_
;9� -
I.- --t- -_ ---
SCIFICATIONS.
1
9.
CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. .
I
!0.
FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR
- ---
1*iiW'-'�'1,W THE DESIGN ENGINEER. _�� EX. I.P. IN CONCRETE
I ��k
�4i,�'111'.� 1 (0.08' SOUTH & 0.13' EAST
11. . 4ILL PROPOSED UTILITIES ARE TO BE UNDERGROUND. .
___� -Z
0
12- '. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. -_
I - '14" H C .
�, I ; ,�,% T E ONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. C�l
'."' BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455.
'-,'�
, 5 ! i
.
101' � ,�r 1__� 0
13� THE SIGHT LINE DISTANCES DEPICTED ON THE SITE PLAN WERE FIELD VERIFIED
ON AUGUST 6, 1999. V__
0
"Co
14, ALL FIELD MEASUREMENTS WITH RESPECT TO BOUNDARY DETERMINATION "i� 0
! .
1�1��'!"_J�-: CONFORM TO "A-2" STANDARDS OF ACCURACY. � to
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15. TOPOGRAPHY IN THE AREA OF THE PROPOSED DEVELOPMENT WAS N
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� FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY.
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12' 1 FARM BUILDING
C> LOT # I
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It- AREA - 1,34,391 sq.ft.
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li-IJU UU. I I GRAVEL AREA
PAVED <
. — — — 20' S. Y, — C
. 457.26'
- ___ ---
"`*� N66*04',37"W
NORWAY MAPLES 50' ON CENTER
I --A — — __J -_L_ — —
. -
50' TRAVEL, UTILITIES, AND GAS EASEMENT
EX. �I.P. IN CONCRETE
(0.42' NORTH & 0.48' E S-1
OF CORNER) I
Nlf -
PETER A. LUCHINA, FRANCES ZERA ARLENE IVARTOCCI & ROBERT LUCHINA
. __
r � L ff . AiAkk 7o-wn al-' _5'aael, 'W6,m&ot
$X...',�.'0','!...-1R,, FOR FOUNDATION DRAIN.
I " ,V'�" - , I 1, � 1�40SU_UVANAWV It-'" 1W41SOI.CTWY4�7a6
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"
.4� MAP REFERENCES:
Mr. Driari Filwards and Mr Kevin Folcy
1 26 Pood 1.=m
ill Souris Windsor, CT ObO?4
,. 1i
�. 1. MAP SHOWING DIVISION OF PETER LUCHINA EST., MAIN STREET AND CHAPEL ROAD, CFRTLFIEV MAII,
I
&-�',� "I -41;�,, SOUTH WINDSOR, CONNECTICUT. SCALE 1"=40', SEPTEMBER 1950, W.H. BURNHAM, SURVEYOR.
, ��,
,, � t Dew Mr. Edw.rds and Mi. FQ�cy
. ?�.
1
2. *1' . � PROPERTY OF DAVID & LUCY G. LUCHINA, 482 MAIN STREET, SOUTH WINDSOR, CONNECTICUT. Re: Appi # 99L55P, Twin Fainix Subdivision " SPCCW &M-0011
we am ploaw to advise you that tbo Planam & 7�omng ('Oam"m %oted on October 2b, E999 to
6-w.,;��",-, ��'�!'- SCALE 1"=40', DATE: 6-19-79, EMIL W. LUCEK ASSOCIATES. approve with niodificalionis aWlication k" 55P. on 4 acia to costs 3 lots to be Litown . "Twin FwtrW'
,!-w
, ,piii,-.p.� ,
�,A�;"i.: - , ; -, " , and Special Dcaption in Article 4.6.1 as property located an dar southerly side of Chapel Rd saxterly
�`,_,�!.1,9�.,',�,, ,,, pro ed #%-IM4 rn�
, - � side ofMain St,A 40mr-0, as shown nopliansivepos bYVali9nFMIe:sdOnWI. i
.
I "I, - 3.6r) as reviw& This approval is subject to Cne klicrwing modificit us
1, �� ,1.t0dK/1 Ito
.
3. 41� CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF SOUTH WINDSOR,
. " HARTFORD - SPRINGFIELD ROAD - EAST SIDE FROM THE TOWN HALL SOUTHERLY ABOUT 8,000 FEET, I no% aWroval is for 3 lots.
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lt�A - � 1 Dratualto W mistrudion for this subdivision is st*ecs to the qnxuytd ol the Town Engincer.
I
,.-, � U S ROUTE 5, SCALE 1"=40', DECEMBER 31, 1930, NUMBER 300, SHEETS 2 & 3 OF 4.
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- � 3. AU new lots simll bo 3"viccd by sepsic pystoinut and we sabod to the approval nfthe Town
4. PROPERTY OF JOSEPH LUCHNA, SOUTH WINDSOR, CONNECTICUT. SCALE 1"=40', SEPTEMBER 22, 1960, Sanitarian.
-
I, s�*.;.',6.- � 1� � I CECIL W. BROOKS (TAKEN FROM THE SOUTH WINDSOR BUILDING DEPARTMENT) 4. Watcr allmll be %applied to ohm xubeb�isiou by public water
I 1 5� Ali plans toed in t1a; field by the dcvclorxx istust bow the stomp and authoriUd Upatk= Of the
�). i'. A PORTION OF PROPERTY OF JOSEPH LUCHINA TO BE CONVEYED TO RONALD & LINDA D. DELLA BERNARDA, Town of South W"Idger,
CHAPEL ROAD, SOUTH WINDSOR, CONNECTICUT. SCALE 1"=30', NOVEMBER 1974, JOHN J. CONNOLLY, JR., SURVEYOR. 6. AM eisearmnit's lot conscivadios, purposes, drainage w utilities. that may be recluired in onnnecbon
with the approval ofthm svbdmistuo. tnum be su'xnitted on standard Town casciocra forms where
. wA appropmft,boVisCormitissionpnortufilngt&-myL�aWiwunuxufbuLldftpamica- All
drecls for open space. public imIncivirments und roadways must be submitted puier to ip*bW for
T LUCHINA TO BE CONVEYED TO JOSEPHINE L. BENSON, SOUTH WINDSOR, CONNECTICUT. Town wooptanw. all doetis must be in accordance imth the policy for accepting dood suclasuribc
1, .' tl, SCALE 1"=30', JULY 1956, CECIL W. BROOKS. W"oved by the l,ttlinecring Department soil Taim Ationn.
_ .1 , ;�L , Prior to IN, builthrig ufarty3tructuic oil a K a
_ 7. Footiog dratins we required ilor cacb house.
- �� I ,'�r, — " __ A-. � , 6 �f I - � Ain' ek,11 I� �1n,vl f� �1, [,t in It,, ,"U _
. _� 1_01ro, - _____..______. -_ . _ _____....__._ _ _ _ - __
_', � � I A r*) C, 171 M T U 'ru n T T 1 M I, I T T C A I I, I I K I k / showing poolxwd cardours, clevationto one! the location of the tr"" drinius Nobuildingpirturts:
/ . ` i IVj U LUUUIAL U. I LU, OUL) Ft " INU,DU I k_,UI'4 L�, 1%,tJ . i., LL == UV I U LIVIULFX I U U ,),
"
I
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- ,0 - . . CODE A-3, F.E. THRALL, SURVEYOR (TAKEN FROM THE SOUTH WINDSOR BUILDING DEPARTMENT)
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8. :',;- UILDING PERMIT PLOT PLAN PROPERTY OF PENO LUCHINA, CHAPEL ROAD, SOUTH WINDSOR, CONNECTICUT.
14"SCALE 1"=40', AUGUST 1958, JOHN N. KEITHLINE, LAND SURVEYOR (TAKEN FROM THE SOUTH WINDSOR BUILDING DEPARTMENT)
wi��,-'t#,"� �!-"�', .
- 11,
1
9. SURVEY FOR PASQUALE P. DELLARIPA, CHAPEL ROAD, SOUTH WINDSOR, CONNECTICUT. SCALE 1"=40', MAY 1968,
WILLIAM J. CARRINGTON, REGISTERED LAND SURVEYOR (TAKEN FROM THE SOUTH WINDSOR BUILDING DEPARTMENT)
10. COMPILATION PLAN PREPARED FOR PETER LUCHINA, 482 MAIN STREET, SOUTH WINDSOR, CONNECTICUT. BUILDING
#".-,,,,,LOCATION MAP, ZONING, SCALE 1'=40', JULY 12, 1996; JOB 96935, DESIGN PROFESSIONALS, INC.
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- -I- 11 -_ , � I0 I
_V _< x 1 . UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS .
CH 11
will be taLued unit] the proposed MrAuLIM now clevittiow said location, of Imft &*= ban been
apNovrd by the 7own Engm=.
8. ff. fo, wiy reason. finished _w ading &W other willividsad lot ift work is not consplissiL 6, ram
F,n1!niczr shaft ecic-aw The amount of a caeb bond to ensure fi3W grading and she work. Tlilsomilt
b,,-i��,,,',,,A..il'�ip-R,��o(*CcrdSodeof0acapawy.
9� Ou�L,-�c�zniai�;m�tbeubmykedtotb*T&"Er4oDca(on*AewAmdl*w*ftdWpUrPDW
. ofilef =iniq �itxliwqion h"n& sod all bonds dW be posted pdm lit, Ming din plans,
W A drainage as�,ir.Vn! fee in the ausimat of$100 aball be sebasifttl to thinCominsinkis,
11- Nobtrilding permits will be isaued until IIII modi5cationn hawbeencomphed wML aral this firm]
plans have bon filed to (bon Town Oert's affies.
IZ Rullinocang comment Lw4. 1. 2 mod 4 ofmcasio daW 9f/199 must be addressed to the Town
paid 5 satisfaction.
13. Landscaping ma,cA&k arc Out allowed to be Afted. on site where they am vitrible ftni public
roadways -
Black and white, transparent ritylars ofShetr� Al w ib the aboLe modifications. togetheir with throe
blueprint copies ofthe entire set ufplans (including architectural elevations) mcst be cubutift.d to Lho,
CominimiDn within il) days it. he. Varnpod iuId rivned. 'M)Meis oftipproval offlnut Cuourmstoo ?must
bc itproduLed on the mylans
A.flar myixi haw bests stgned by the CAraminmott, they �111 he returned W yon for filing in dii; (Micc ol'
tfieTownCrIakhyIanusry29,20W. After fibng theft plans, a copy ofthe ioot* ramit be trubrouical to
the Ploniung Dcparfmmt. TM attached Spocial Unoplicut fbimmusa be cLaTIc,=d and filed in the Town
Clerk's office. ]be spocud exception wall talic clIcut upon filing.
S—cly.
-1 .,e" 7�,,- 4,,,&_ /"//,-
Soe W. Lamm Chairperson
Plassaing sad Zoning Conunission
*
cc: To.si EMmeer
ChiefDaiwing Offictal
Aneisor
Sup,crudendorl At Pollaixin Cocirut
Ishii Marshal
11-d olFd—
_ _. I_
Dcagaftok-stionti-Im/
LEGEND
0 IRON PIN TO BE SET
* EXISTING IRON PIN
11)
X34.0 EXISTING SPOT GRADE
—,.,-- EXISTING CONTOUR AND ELEVATION
rx.fl AND ELEVATION
- - - - - PROPOSED SILT FENCE
-1 0
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE .
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC11ONS 20-300b-1 THRU 20-300b-20
j�,
.040
11312
7,',
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INFORMATION. ALL EXISTING U-nLITIES SHOULD �'. . ,,
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT' AS ENDORSED 13Y ME CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
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BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 1, -
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IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2.
.
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2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD �-
4
-IIS MAP IS SUBSTANTIALLY CORRECT AS NO D HERE .
. TO THE BEST OF MY KNOV&EDGE AND BEILIEF, 11 TE ON
to
_ . .______ . _ -- ---- ____ --.-- -_
bY A LIULNt)LU LAND �iUHVLYOX PRION 10 .. il
2
11/12/99
REVISED PER TOWN COMMENTS
SIH
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11 - k, 14
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CONSTRUCTION. ,,�',",- 1-
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3. THIS PLAN IS INVALID UNLESS IT BEARS THE,'"" '' .
12882
1
8/27/99
REVISED TO ADD LOT#3
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IMPRESSION SEAL AND ORIGINAL SIGNATURE I .,_f
Of- THE PROFESSIONAL ENGINEER/SURVEYOR.4VA-' ,
NO.
DA TE
DESCRIP PON
8 y
RICHARD P. MARTEL LIC_ No.
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GRAPHIC SCALE
40 0 20 40 80
1 1 1 1 1
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( IN F1WT )
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PETER A. L UCHINA &
ROBERT LUCHINA I
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12'1 PAVED
LOT # 2 1
AREA - 178,899 sq.ft
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ARLENE MARTOCCI � -
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essign PLO7 PLAN �"` "s' ". 1�.. � � - �- - TWIN FARMS ...Wi,V.4 -
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p N/F N/F u7 _-� TIMOTHY D. & SUSAN C. BELANGER I x , is R I-�
��, ;" ` " = ADELE FOWLER, ✓OSEPHINE L. BENSON & RENO LUCHINA ✓OSEPH A. DeL USSO & N/F �'o , �y�y yY}r ;
r �: ; . � v MARIE De,L USSO �' N F I Lt zt, r 4 .
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REA-40 525 sq. ft.
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r N�rES 4 ���
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'. .,':"' , l \ / X38r80 X3 .43 / N CV �'-� 5--6- �,1...L...... �—�
. 4 ' '` >" 1, HORIZONTAL DATUM BASED ON NAD 83 AND TAKEN FROM STATION 6309 W 1 i50.1211
1. T AND STATION 1268. \ M \erg ' X34,26 - _ / \ o co I
[`�. PROPOSED F�,Q 1 - _ / X34,57
f f ,T ,: N
:: '' ,i"`` ",�, 10' RIGHT OF WAY IN FAVOR OF JOSEPH LUCHINA REF. VOLUME 188, PAGE 134 cA �E - ' r � ; , i 33.719 % \� `- ` W `'
If I :__-�,, I 50' R.Y.
1. " �:.'i. $,, OF THE SOUTH WINDSOR LAND RECORDS. �` 1 \\ T.o.w=goo ! ,i/ \ i `-- ;� 2C� 5.Y.
-;;'i' ` yi' t�.• , \ F.F.=41.0 TEMP. ! 6,5 N O
,. �" ... .,THE STREET LINE ON CHAPEL ROAD IS ASSUMED AS PER MAP REFERENCE 1. , Z \ cARF.=a9.o 1 - 1
I'- t I. y # I 1 I STOCKPILE I ! TP .is PROPOSED 60' 100' \ o ,.
,4 I 1 1 � AREA 1 .57 r \ ;ICO I co i
1'{ 1 4. ZONED AS A-40. X40. 2 .< � � ,, FARM BUILDING I NI
. ", '1. TOTAL AREA OF LOT #'S 1,2, AND 3 = 353,815 s,f, or 8.11 ac. I, 8So 12' a ; ! ! ♦ / 1 sue = -25 � \ z I o
9
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,y.' � '', 6. NO WETLANDS FOUND IN SOIL SURVEY CONDUCTED 6/15/99 BY �, 36s2 w LOT # 1 • SE _ 125.03 I.P. ET
I z -;' JOHN IANNI PROFESSIONAL SOIL SCIENTIST, HIGHLAND / I LAWN n ck: AREA = 3 .21 •-� Q)
.'' �' },:. , + 1 34, 391 S . ft. S64 40 07 E (a
',: ,� SOILS, LLC. \
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„' �, ,•,`"7: THIS SUBDIVISION IS OUTSIDE THE 100 YEAR FLOOD BOUNDARY PER 1 - 3• 08 cc. �x *' ` GRAVEL AREA 1 \
1 c RESERVE PRIMARY (� I `'
"t ° ` PER FLOOD INSURANCE RATE MAP, COMUNITY-PANEL NO. 090036 007 B, � ' 36.4 t X34.94I I I _ — _ TREE FARM �
. �' , J J ., , I 1 , I 1 1 3 20 S.Y. I11
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y V—' — --- — ii1IIlI!!IIllIIII!1!!— — — —- -- S --- —�I I\
'°''` ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH VJINDSOR ! — ;� oo \ \ i tL
,`ixi'
��. 34.13 N ' �,
s �� " ,��' STANDARDS AND SPECIFICATIONS. `" lF4 �,:,,1 , ��' O'hA",,"E✓ SER'v10E �♦
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", 9. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. .t N \ 17 PAVED `I� 1 Z`
, , �. + t A 1RACIONG PAD lP A
z' s' s1ouE oven PAVED _ZQ' S, Y• N t I \ I 1
". t` ,. 10. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR a•`r'^•''�`•.-<-4, FLIMFABRIC ' --y-- - N ;. ;.
c I I o * ,.
� � 1. c '. AND/OR AGENT AND THE DESIGN ENGINEER. \\ �`
�s�t , ' ''' 11. '_= ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. -- - - -- -- -- -- _. ' . . � — — — ��� —r -�-- L - - — — — *5471 � — 7 —\ 0 ! I I \ Q - —) 4, r�,: - " 4 —,-�IIIII, \ �:"""`:
. �i Fx I P IN �nN('RFT� - NFi6'04 37'W 5V TRAVEL. U111LITIES. AND GAS EASEMENT 1 1 P n RF AOFT \ \ c� �., -1 _
,t.t. 9 ' ,. `_ _ ".. r ... ., ...... __ - _ - - - _ ,- - - - .-•` - - - 1 \ '', lOn PAVED 1 ` 1 I" ..T.•. ''f?;.
. '" �L 12. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. (0.08 SOUTH & 0 3 EAST-NORWAY MAPLES 50 ON CENTER EX. I.P. IN CONCRETE ! 0j Z
yr £i OF COI N£R� (0.42 NORTH & 0.48 E ST \ V- � I 1 ` I �
0 THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. - i + 1. r
,,. J: v, AZ ~ - OF CORNER) I I 20 S.Y.' \ X I I � Y:
�� jj� BEFORE EXCAVATING, CONTACT CALL BEFORE YOU DIG AT 1-800-922-4455. �1
fp a'
F. 1- � LOT # 2 ,IL I
¢� ,lt,o.A�,, ;THE SIGHT LINE DISTANCES DEPICTED ON THE SITE PLAN WERE FIELD VERIFIED a Z i
,h t ON AUGUST 6 1999. _ * 1 AREA 178, 89�+ sq. ft I t.
Ip 11I. ." - a� { , � r N/F I ' \ = l 4 .10 a c " PROPO p I � '...
r na" �b t �,S,:y:_.. I-r� n-rl r r�rt'�r�rr�-r r/� t-�r�t �A,r� n 1�J fl-Trntnn, A rant '? 1 PFTFR A / /J041NA FRA/V('FS 7FRA AR/FNF MARTOCC/ & RORFRT I UCH/NA 1 I ' \ 1\ uf111CG
y '. T 4. ALL FIELD MEAJUREMEi\4 1 J WI I I-i K11,Jt'tl. I I U 0kJUIVU/Am I UC 1 r-MIVIIINh1 I IUIV , .., ... .� ....--..- .... .... _ _ -• -- - - _--- - - -- -- --" -- -
F,II, ,� ,
�° 1 � `• CONFORM TO "A-2" STANDARDS OF ACCURACY. k c� I I \\ �w i ja„,
i , ,.r `� 1 \ T.O.W.=44.0 (' I t .-. ,
h , ,`" �,. i O I . \ F.F.=45.0 I 4 ' .
a'°".' ``15.�' TOPOGRAPHY IN THE AREA OF THE PROPOSED DEVELOPMENT WAS - r I I \ cNt'F=tea , ,
Ate -� '� FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY. 00 I I � 1 \ I � ,
F� . .. . J 16. PROPOSED HOUSE ON LOT #1 REQUIRES SUMP PUMP `� .
d I \ \ 40'
X42.50
k ` ';~s F,„' FOR FOUNDATION DRAIN. N \ - I ��
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,; 17. EXISTING HOUSE AT 55 CHAPEL ROAD IS ON SEPTIC SYSTEM I I - _ \ I ,�jp j� q
'` ' ` LOCATION IS UNAVAILABE. ! I \ w ,
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I J TP A \ \ O Wfir. �71 I I t�C 3 6 , \ \
I, MAP REFERENCES. I�
a,V ;, - EX. I.P. IN CONCRETE I1. \ w i
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11 1. MAP SHOWING DIVISION OF PETER LUCHINA EST., MAIN STREET AND CHAPEL ROAD,
if tp * r ., i 0 �
}, ., ' I SOUTH WINDSOR CONNECTICUT. SCALE 1 =40 , SEPTEMBER 1950, W.H. BURNHAM, SURVEYOR. � I ��yp -
:� 1P \ in
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If I NN TI T. _ � I y �Z33. .s � .
kr'• t ,_r 2. PROPERTY OF DAVID & LUCY G. LUCHINA, 482 MAIN STREET, SOUTH W NDSOR, CO EC CU I \
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.., SCALE 1"=40', DATE: 6-19-79, EMIL W. LUCEK ASSOCIATES. 0) I >: '�'F' \ . - \ � `
_}S 1.
. ''t" , N/F NMI o sF,f, - \ .�C
` 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF SOUTH WINDSOR, PETEI4 A. LUCHINA & z! I 4,03 \ 1� 2!
1.7,11"�, -�, . .,.,'' HARTFORD - SPRINGFIELD ROAD - EAST SIDE FROM THE TOWN HALL SOUTHERLY ABOUT 8,000 FEET, ROBERT LUCH/NA I I \ p, M y
ngi `' �',"-. .. 'U.S. ROUTE 5, SCALE 1"T40', DECEMBER 31, 1930, NUMBER 300, SHEETS 2 & 3 OF 4. I I
i r.'Ax' -
61,;1.1;1
>,
,'' y�*a I --- 34.00 O ,"r
A" t ,,,, 4, PROPERTY OF JOSEPH LUCHINA, SOUTH WINDSOR, CONNECTICUT. SCALE 1"=40', SEPTEMBER 22, 1960, '
` CECIL W. BROOKS (TAKEN FROM THE SOUTH WINDSOR BUILDING DEPARTMENT)
\ PR U) \ � x �
,' ' '. I / I '� FARM BUILDING I \ . �'' `'' .
X33,43 "-
k' . , 5. A PORTION OF PROPERTY OF JOSEPH LUCHINA TO BE CONVEYED TO RONALD & LINDA D. DELLA BERNARDA, i C3 ,43 , I
� '' `'� 1 "_ N V M ER 1974 JOHN J. CONNOLLY JR. SURVEYOR. I GRAVELI AREA I ` , ,` �1
• CHAPEL ROAD, SOUTH WINDSOR, CONNECTICUT. SCALE 30 , 0 E B
wit EX. I.P. IN CONCRETE I SLAB 34.25 I
.r.,, .- 6. PROPERTY OF ROBERT LUCHINA TO BE CONVEYED TO JOSEPHINE L. BENSON, SOUTH WINDSOR, CONNECTICUT. P P. n I ; 1I SCALE 1 "=30', JULY 1956, CECIL W. BROOKS.
,�(aY�� ns.t 40' 2os 7J
, rhJ � ;t' I � I ,�
7. MAP OF PROPERTY OF THEODORE D. PITEO, SOUTH WINDSOR, CONNECTICUT. SCALE 1"=100', NOVEMBER 1965, Apo X33,24 �'�-
4;.,,. v CODE A-3, F.E. THRALL, SURVEYOR (TAKEN FROM THE SOUTH WINDSOR BUILDING DEPARTMENT)], -
`;
X33.13 TP PRIMARY
.j N/F ! ! 33,29 3.05 ,
,w'
�,„ �!I.,` 8. BUILDING PERMIT PLOT PLAN PROPERTY OF PENO LUCHINA, CHAPEL ROAD, SOUTH WINDSOR, CONNECTICUT. MIChrAEL MARTOCCI & t � r - ,
, y: SCALE 1"=40', AUGUST 1958, JOHN N. KEITHLINE, LAND SURVEYOR (TAKEN FROM THE SOUTH WINDSOR BUILDING DEPARTMENT) LEGEND I
ARLENE MARTOCCI � RESERVE 11 4
,' '�+,,,r••; -'' c IRON PIN TO BE SET —
01 `,;. `�r', Ir >, • EXISTING IRON PIN —
.1:••' 4` .�' 9. SURVEY FOR PASQUALE P, DELLARIPA, CHAPEL ROAD, SOUTH WINDSOR, CONNECTICUT. SCALE 1 =40 , MAY 1968, -._. - - -' -
I a MERESTONE TO BE SET I b
III .,,.1.. WILLIAM J. CARRINGTON, REGISTERED LAND SURVEYOR TAKEN FROM THE SOUTH WINDSOR BUILDING DEPARTMENT 8
\ yt� r;r ( ) X34.0 EXISTING SPOT GRADE
0,1.•,'j;,a? ' gip.__ EXISTING CONTOUR AND ELEVATION I
"'r4;,::?_`; �► PROPOSED CONTOUR AND ELEVATION
. , e,, 1
.,. ,, tick. 10. COMPILATION PLAN PREPARED FOR PETER LUCHINA, 482 MAfN STREET, SOUTH WINDSOR, CONNECTICUT. BUILDING _ _ _ _ _PROPOSED SILT FENCE 20' S.Y. \
'.411. LOCATION MAP, ZONING, SCALE 1'=40', JULY 12, 1996; JOB 96935, DESIGN PROFESSIONALS, INC. PROPERTY N/F
�` , ' EX, I.P. IIV CONCRETE BROWN ROSEMARIE LEVACK
(0.33' EAST'OF CORNER) N66'07'43"W 362.68' 362.36' MAP REFERENCE 1 STONE 172.1 ' TO EX. I•P.
I�� �t ` - - --- - - - - - --
�; 860 291 8755 COMPILATION PREPARED FOR SHEET
-z -P w 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS s
G -4 - N LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
'siu,
a; c� J„1R' yhN
�, ..-... .. ....,..n C.,A.NECTICUT STATE AGENCIES *MINIM M cTJ•,n DS COR SIID EYE ♦ND Iri APS IN ,r% A TlTTT^ CII1 A T T 7IIIIIIIIIIIIIIIIIIII�_ • = e�f it ra it vr� rf r\^`m � ram^ J1 f111 Sf:.. �;�'r-r�,�.��._rr1' -I y$J n,ry„"rJ,r.. i r.�� ��►� r trl� a �� � Div �X af,�XTf'
rom VF ,nt eet�uL.AnIHVJ OF t,unrveunwl alnle nVGITI,ILJ - MII\IMVM alnnvnr\va �, uresrnl� JI.Ai.r. �(� ((��� D)�(��(�� D���q� ID,' —A'(( U lr' ;�„ +"
NA
j ,o INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND—' SURVEYORS. INC. U UIT �/l�Al U/n1ll- U lJ[J `V' (��L (�-Jw r' t" ', �� X I r' fi
z— BE FIELD VERIFIED PRIOR TO CONSTRUCTION. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL I I ,0 i esign �' 1 W,l1V FA.KMS 7' 4
1.N ACCURACY CLASS T-2. ■ ■� 4 BRIAN EDWARDS AND KEVIN FOLEY
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD &rof e s s o n a l s n c
+F , `
m CIO BY A LICENSED LAND SURVEYOR PRIOR TO 2 11/12/99 REVISED PER TOWN COMMENTS SIH TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. � IN FEET) ■ DESIGN: SIH DRAWN• RLH - I CHECKED. RJA 10N.4 ',, ,���'i A MARK\ STREET
T
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 8/27/99 REVISED TO ADD LOT{/3 SIH 12882 1 inch = 40 ft ! Civil Engineers •Planners •Surveyors CIS JOB No: 98-1084 DATE• 8/13/1999 f.1;}:
IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC- No. 165 south satellite road •south Windsor Connecticut 06074 DRAWING ND.: G:' Sd5k8 r0 • 1084 dw 1084BS. WG��1� WgND�R � C®M��IC�
OF THE PROFESSIONAL ENGINEERiSURVEYOR. NO. DATE DESCRIPTION BY
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SEPTI SYSTEM
C
NOTES:
t at'
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I,
ri
+p , 1, NO EXISTING WE,LLy ARE IU BE LOCATED WITHIN 75' OF THE PROPOSED LOT #1 DESIGN SPECIFICATIONS
,i117
t4 ;
� *� 2, PIPE FROM FOUNDATION TO SEPTIC TANK SHALL BE PVC SCHEDULE 40
0'' ASTM D._17t>R
:1.
HOWSr SEWER 10 BE 4" I.D. EXTRA HEAVY CAST IRON PIPE WITH
SOILS TESTING 6/9/99
,0", -
BLIA AND SPIGOT LEADED JOINTS, OR APPROVED EQUAL, LAID AT A
SLOPE 01 1/4" PER LINEAR FOOT.
1.MINIMUM
T,P.#1A
4,
PIPE BETY&EN TANK AND PUMP CHAMBER AND DRYWELLS SHALL BE
0 - 3"
SANDY TOPSOIL
.
PVC ASTM D -3034 SDR-.35 OR ASTM D�-3033,
3 - 45"
FINE - MED. SAND/ SOME SILT
45 — 85"
COMPACT FINE SILTY SAND
Si
W1 T1' TANK TO BF 4000 PSI CONCRETE DESIGNED ACCORDING TO
85 — 96"
COMPACT SAND & SILT MIX
OTICU'I PUBLIC HEALTH CODE SECT. 19-13—B103V.
NO LEDGE,
WATER @ 82", MOTTLING @ 52"
-'6,
1L!'S1RUCTION OF THE SEPTIC SYSTEM IS TO CONFORM TO THE CONNECTICUT
STArr HEALTH CODE AND THE AVON BOARD OF' HEALTH REQUIREMENTS.
T.P.#1B
7,.
SFAITIC SYSTEM IS TO BE STAKED AND GRADED BY A LICENSED LAND
0 - 3"
SANDY TOPSOIL
SURVEYOR UNDER THE SUPERVISION OF' THE DESIGN ENGINEER.
3 - 45"
45 - 84"
FINE - MED. SAND
COMPACT, FINE SILTY SAND
- 8,
FILL MATERIAL FOR THE SEPTIC SYSTEM SHALL BE CLEAN, COARSE, WASHED
NO LEDGE,
NO WATER, MOTTLING @ 52"
SAND OR OTHER GRANULAR MATERIAL FREE FROM FINES, CLAY, ORGANIC
MATTER, AND LARGE BOULDERS, WITH LESS THAN 5% FINES, AND HAVING
T.P.#1C
A PERCOLATION RATE IN ITS ORIGINAL LOCATION AND AFTER PLACEMENT
or MIN./IN. THE FILL IS TO DUMPED AT THE EDGE OF THE STRIPEDTOPSOIL
AREA AND SPREAD AND COMPACTED WITH TRACK DRIVED VEHICLES.
3 — 45"
FINE — MED. SAND, SOME SILT
TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE
45 — 85"
COMPACT FINE SILTY SAND
u n AM A nrrn
" -BEEN
1'IK`JI I[ OF FILL HAVE Ott1V rL,AI.CU ANU l/VMrAiliCU.
PLACE
A5 — 06"
I_T CO►ADAOT �AKID & CILT
NO LEDGE,
NO WATER, MOTTLING 0 52"
9, SEPTIC SYSTEM AREA SHALL HAVE ALL STUMPS AND TOPSOIL REMOVED,
SUBSOIL IN THIS AREA SHOULD NOT BE DISTURBED.
10. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED TO SHED
SURF ACE RUINOFF AWAY FROM SYSTEM.
I1, NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER SOURCES OF
POLLUTION TO BE WITHIN 75' OF A WELL.
PERCOLATION TEST:
12, IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED TIME READING
PRIOR TO ANY SITEWORK.
0 11.5"
2 14.5"
13, SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. 4 17.5"
14, AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER PERCOLATION RATE < 1 MIN./INCH
SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE
TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH CODE
OF THE STATE OF CONNECTICUT.
15. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF
CONNECTICUT DEPARTMENT OF HEALTH E.
16, NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS '
CLASSIFIED AS HAZARDOUS ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. SEPTIC SYSTEM DESIGN
17. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN NO.
BEDROOMS = 3
NO , LARGE CAPACITY TUB/JACUZZI = 0
AS DEPICTED ON THIS PLAN, THE INSTALLER SHALL STOP WORK AND 100 - 200 GAL. = 0 >200 GAL. = 0
NOTIFY THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER IMMEDIATELY. REQUIRED TANK CAPACITY = 1000 GAL
PERC RATE < 1 MIN/INCH
18, ALL DISTURBED AREAS TO BE LOAMED AD SEEDED OR PROTECTED BY SILT REQUIRED LEACHING AREA = 495 SF
FENCE AS SOON AS POSSIBLE. USE SYSTEM WITH EFF. AREA = 3.0 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 165 LF
PROVIDE: 3 TRENCHES @ 55 LF/EACH
19 ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO TOTAL LEACHING AREA PROVIDED = 495 SF
DIRECT SURFACE RUNOFF AWAY FROM THE SEPTIC SYSTEM.
20. ALL FILL MATERIAL SHALL BE PLACED IN 6"LIFTS AND COMPACTED TO
90% DENSITY PRIOR TO TRENCH EXCAVATION.
21. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION &
ELEVATION) TO THE ENGINEER FOR THE PURPOSE OF CREATING AN M.L.S.S.
AS —BUILT DRAWING FOR THE HEALTH DEPARTMENT- HYDRAULIC FACTOR (HF) = 24
(DEPTH = 52" SLOPE = 2.3%)
22. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, FLOW FACTOR (FF) = 1.5
THE CONTRACTOR SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE (NO. OF BEDROOMS = 3)
AREA PRIOR TO PLACEMENT OF FILL. SCARIFICATION SHALL ONLY TAKE PERCOLATION FACTOR (PF) = 1.0
PLACE WHEN THE SOIL IS DRY AND UNSATURATED. (PERCOLATION RATE < 5 MIN.)
M.L.S.S. = HF X FF X PF = 36 LF
23. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN
A MINIMUM OF 18" TO MOTTLING AND 48" TO LEDGEROCK.
ANGLE POSTS
5' UPSLOPE
FOR STABILITY
AND SELF—
CLEANING.
FILTER
FABRIC -,
1. SET POSTS AND
EXCAVATE A 6"x6' TRENCH
POST UPSLOPE FROM POSTS. SILT
FENCING
95•
12" MIN.
3. ATTACH FILTER FABRIC TO
THE WOODEN POSTS AND EXTEND
IT INTO THE TRENCH
COMPACTED
BACKFILL
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
4. BACKFILL THE
TRENCH AND COMPACT
THE EXCAVATED SOIL.
a
CONSTKUCTION 01=
SI E I
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1. UNLESS OTHERWISE NOTED. EXISTING UTILITY
REVISIONS
— --
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R' -I n;ro
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE.,.
-N N
INFORMATION. ALL EXISTING UTILITIES SHOULD 1l ,;A .,
.
W'
0 N
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. S, � ,%:,
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO _ k
ll
r,�:w
CONSTRUCTION. �� � �, r1"
3. THIS PLAN IS INVALID UNLESS IT BEARS THE tea;
tt/t2/99
REVISED PER TOWN COMMENTS
C,
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCR7P77ON
__ - �
I
INLET—
I
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LOT
# 2 DESIGN
SPECIFICATIONS
. .. .
LOT 2 FARM BUILDING
#
, . -.,
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F.'-*,
,�,,..
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LOT #1 FARM BUILDING
4
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SOILS
TESTING 9/9/99
SOILS
TESTING 9/9/99
SOILS
TESTING 9/9/99
T.P. #2A
T,P. #3A
T.P. #4A
0 — 12"
TOPSOIL
0 — 25"
MED.— FINE SAND
0 — 12"
12 — 24"
SANDY TOPSOIL
BROWN SANDY SUBSOIL
12 — 30"
SANDY SUBSOIL
25 — 47"
FINE SAND
24 - 55"
FINE GRAY SAND
30 - 45"
SILTY SAND
47 - 88"
GRAY -COMPACT SILTY SAND
55 - 84"
COMPACT SILTY SAND
45 - 84"
GRAY SILTY SAND
NO LEDGE,
NO WATER, MOTTLING0 52"
NO LEDGE,
WATER 0 78", MOTTLING 0 48"
NO LEDGE,
WATER @ 82", MOTTLING 0 44"
HIGH MOISTURE
0 66'
T.P. #2B
T.P. #3B
T.P. #4B
0 - 10"
TOPSOIL
0 - 24"
FINE SAND
0 - 2" SILTY TOPSOIL
2 - 13" FINE SAND
10 - 26"
SANDY SUBSOIL
24 - 43"
MED.- FINE SAND
13 — 52"
FINE SILTY SAND
26 — 46"
LT. BROWN SAND
43 — 88"
COMPACT SILTY SAND
52 — 80"
COMPACT SILTY SAND
46 — 85"
GRAY SILTY SAND
NO LEDGE,
WATER @ 77", MOTTLING @ 40"
NO LEDGE,
WATER @ 74"
NO LEDGE,
WATER @ 77", MOTTLING @ 52"
MOTTLING •
GRAY LAYER 0 55" ORANGE I AYER 0 64"
T.P.#2C
T.P.#3C
T.P.#4C
0 — 12"
TOPSOIL
0 — 3"
SILTY TOPSOIL
0 — 12"
12 — 28"
FINE SANDY SILT
SANDY SUBSOIL
12 — 32"
SANDY SUBSOIL
3 — 38"
SANDY SUBSOIL
28 — 44"
FINE SAND
32 — 52"
SAND & SILT MIX
38 — 84"
GRAY SILTY SAND
— RO"
GRAY SILTY SAND
52— 886r
GRAY SILTY SAND
NO LEDGE,
WATER Co 84", MOTTLING 0 39"
..
NO LEDGE,
WATER 0 76", MOTTLING 0 46"
NO LEDGE,
WATER @ 80", MOTTLING @ 48"
HIGH MOISTURE 0 67"
PERCOLATION TEST:
TIME READING
0 9.25"
4 12.75"
3 15.75"
3 DRY
PERCOLATION RATE = 1 - 10 MIN./INCH
SEPTIC SYSTEM DESIGN
ESTIMATED SEWAGE FLOW = 20GPD/200SF
BUILDING AREA = 2100SF/200 = 210 GAL
REQUIRED TANK CAPACITY = 1000 SF
PERC RATE = 1 - 10 MIN/INCH
REQUIRED LEACHING AREA = 140 SF
USE SYSTEM WITH EFF. AREA = 3.0 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 47 LF
PROVIDE : 1 TRENCH @ 75 LF
TOTAL LEACHING AREA PROVIDED = 225 SF
M.L.S.S.
HYDRAULIC FACTOR
(HF) = 36
(DEPTH = 44" SLOPE < 1%)
FLOW FACTOR (FF)
= 0.7
(210 GPD/300)
PERCOLATION FACTOR (PF) = 1.0
(PERCOLATION RATE
< 5 MIN.)
M.L.S.S. = HF X FF
X PF = 54 LF
—MANHOLE EXTENDED TO GRADE—
(REOUIRED IF FILL OVER TANK EXCEEDS 12")
MANHOLES —`
711 o�q-` 11�i — OUTLET
'1 Z
I I s
u � N — OUTLET BAFFLE
a
1
INLET BAFFLE A w vt
0
CONNECTION AT MID DEPTH-/ e
=) , o GAS DEFLECTOR
:12/3 REOUIRED CAPACITY IN 1/3 REQUIRED
FIRST COMPARTMENT CAPACITY IN SECOND
COMPARTMENT
_ - _ LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH �
TWO COMPARTMENT SEPT1C TANK
11 . `:
PERCOLATION TEST:
TIME
READING
0
10.5"
2
1411
4
DRY @ 18"
PERCOLATION RATE < 1 MIN./IINCH
SEPTIC SYSTEM DESIGN
NO. BEDROOMS = 3
NO. LARGE CAPACITY TUB/JACUZZI = 0
100 — 200 GAL. = 0 >200 GAL. = 0
REQUIRED TANK CAPACITY = 1000 GAL
PERC RATE < 1 MIN/INCH
REQUIRED LEACHING AREA = 495 SF
USE SYSTEM WITH EFF, AREA == 3.0 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 165 LF
PROVIDE: 3 TRENCHES @ 55 LF/EACH
TOTAL LEACHING AREA PROVIDED = 495 SF
M.L.S.S.
HYDRAULIC FACTOR (HF) = 215
(DEPTH = 39" SLOPE = 4.8%)
FLOW FACTOR (FF) = 1.5
(NO. OF BEDROOMS = 3)
PERCOLATION FACTOR (PF) = 1.0
(PERCOLATION RATE < 5 MIN,)
M.L.S.S. = HF X FF X PF = ;i9 LF
PERCOLATION TEST:
TIME
READING
0
6"
5
7.75"
10
9"
15
10. 75"
20
12.25"
24
14"
27
15"
PERCOLATION RATE = 1 - 10 MIN./INCH
SEPTIC SYSTEM DESIGN
ESTIMATED SEWAGE FLOW = 20GPD/200SF
'10IMP4 -
EDGE OF PAVEMENT-
121111 DE ALTERNATE *AXI.W F'
15• MIN `_�-- AREA IF DRIVEWAY GRADE: IS
GREATER THAN I"
--- 10" - 10, . - 15Y.MAX RAVE _- ICIIN
tT�ANSITION
a.. 1
151-1-
►UJ
1. RiIER TU IYFIt Ai. NWDVAF
=TMN fOR 01b110E WLA111IDN IP
:[TVECN III LILAC AND aft TFR , m,
_''�— R.D.W.
MAW nr
W ILLY
IM V1YT1M1, 1:t 10kiYw— N &4. LIME.
i, d �
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t5 DEWALK d yy
SI '
w
15% MAX
j (;UTTER
rc
_
�
3 ,; I
" 10'
— _I
10, -
TRANSIT ION
SAG CURVE IN DRIVE
11DT E, FOR REPLACED N I
DRIVEVAY. PAVEMENt Nn',I tIAVI A
V LIP DR POSITIVE IPA I NAGt to
IY
1.
ROAD.
11
. ,I»Ev
to 10•
-1 curTEu
TRANSITION
MAX SLOPE �•
t ,
52
19% NA'F
CREST CURVE IN DRIVE
NOT TO SCALE
TOWN OF SOUTH WINDSOR
RESIDENTIAL DRIVEWAY DETAILS
STANDARD DETAIL
IPUGM
-
DUNE. 1"7
REOSED' ----- - - --
WORKS DIRECTOR
"_
4 . 4. .I
41C,, s
r'
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- -V
;,
BUILDING AREA = 240OSF/200 = 240 GAL
'' '''
REQUIRED TANK CAPACITY = 1000 SF
PERC RATE = 1 - 10 MIN/INCH
+
vI-9
DidvEYfAY.UMG ,''"- F ":'
REQUIRED LEACHING AREA = 160 SF
f..
USE SYSTEM WITH EFF. AREA = 3.0 SF/LF
.� t
-' ..
"e�l1I
TOTAL TRENCH LENGTH REQUIRED = 54 LF
' `
yL � :
PROVIDE : 1 TRENCHES 0 75 LF
.
t R:»,.
`
TOTAL LEACHING AREA PROVIDED = 225 SF
J' ,
,.'
k ' ' i, ; . 1, � 4 _, : I' 1, I t;
"�` f a+ ; .. A. '
y ' + 1 5 4
':-;t;
,. v - '•t i 41..'
" M
,. y
- J'L•' Y -1. H �' 1
:j' • ''
�' � }, h. '
M.L.S.S.
I--
i
-
sf, °: ti`
❑ ❑ ❑
❑ ❑
I.�y fir•
HYDRAULIC FACTOR (HF) = 36
1300
❑
a P+ `
(DEPTH = 46'1 SLOPE < 1%)
❑ ❑ ❑
❑ ❑
61' CT D.O.T. 2" STONE TO BE PLACED ,,;'4s• .' `'T '
,.
FLOW FACTOR (FF) = 0.8
❑❑❑
❑❑
OVER FILTER FABRIC MATERIAL _ ! ji �� ` 'r,2,
(240 GPD/300)
�
D ❑ ❑
❑ ❑
t
D❑❑
❑❑
�"'" c
.
SEE SEDIMENT AND EROSION ', s t . Y + ,'
PERCOLATION FACTOR (PF) = 1.0
0
`r'
1300
31301
SHEET FOR PAVEMENT WIDTHS r_$: �'•; •` %v � t .
'
(PERCOLATION RATE < 5 MIN.)
000
p p
rt� t
M.L.S.S. = HF X FF X PF = 28.8 LF
000
❑ ❑
i.,. ,� S` j z .:.
y, a •..,
LAI
171 n 171
-I 171
�� ,,
EDGE OF PAVEMENT `. + . ` I. I,, ',. � I '�
,
THRU STREET
Y3i.
n nl-rI
TM n rvlLlr%
n r�onl.l � `".
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N.T.S,
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4
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_w
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f�f�}..+'*f1 X
SEEDING SCHEDULE
t
it e F c :j6'
Min.
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED
WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER
APPLIED AT THE
12, Min.
\
°' °
\
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE
FEET USING 10-10=10
%\
I °
�
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR
EQUIVALENT OF SLOW
d �,
\\�C 2'
\
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND
LIMESTONE (EQUIVALENT
12' Min.
4'PERFORA
\ �I �' P.V.0 8 ^
\
\�
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3
TONS PER ACRE OR 135
\
an
2?n At u _ ..� b_
M1\
!'pia , lmt r r_m ! nnn t'+� rr
11
�\ \
$
%1v.
rvurtK I vvtJ ��. r 1.
�.S<1
\ -
\ 11• Broken Stone
�\ -1 or Screened
PERMANANT VEGETATION COVER
— 3'-0•
�\
18'
Min.
Gravel
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1
USE THE FOLLOWING MIXTURE:
- GROUND WATER
KENTUCKY BLUEGRASS 45%
r
CREEPING RED FESCUE 45%
4'-O' Min.
�_
PERENNIAL RYEGRASS 10%
APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD
CHIPS SHOULD BE APPLIED
LEDGE
AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS
PER ACRE.
����.___��
G,
TEMPORARY VEGETATIVE COVER
14
_�`, - t. , ,
TYPICAL LEACHING TRENCH
..
CONSTRUCTION
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
.�"� , F'•• �� w t
., 1 ti. c r , '
,NOT To SCALE
r•,.
ANNUAL RYEGRASS 100%
/ram
'<
1;;,.,'
..r -'
' t�
APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH
ANCHORED HAY MULCH ." ,
.. . _.1.
-- . •
..
., '
.'
AT 2 TONS PER ACRE.
y
t_ 74 :I kF.z
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a- PREPARED FOR P
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SHEET
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i . � ' ,I, a p 1' O t e S S I O 11 a I S, I I'1 C ■ DESIGN.• SIH DRA WN.• SIH CHECKED. RIJA ��� o�� JS� lC�� Zl r •;
1
'# i%3'� ,; ,ru' fiI , ` I 1., ( IN FEET) 4.',., •�r +; "
TT
; ``' r 1 inch 40 ft. ■ ✓OB NO.: 98 1084 DA rE° 8/13/99
SIH 5
, ,'_, , ,, , : , r;. .., ;, _ Civi! Engineers Planners Surveyors CIS
/Z
BY 165 south satellite road south wlndsor connecGcut ObU/4 DA'AW/NG NO.: