HomeMy WebLinkAbout201 WEST RD NOTES
: . EXIST:NG BARN TO BE DEMOLISHED N IF OEMETR1o5 BALIS Q,
AND MAPLE TREES TO ITS ' REAR co
TO BE SAVED . 40' CONSERVATION TO
EASEMENT f g
_ . ALL ?MONUMENTS AND PINS TO BE i�\ '
T.
EXIS
SET BY SUBDIVISION DEVELOPER \ 1 _ 5 -700- o2'-08` 6.
(BOND HAS BEEN PCSTE D) .
i
AN UNDERDRAIN (U-DRAIN) IS TO 2o'BUFFER
3E INSTALLED A MINIMUM OF 30" � 1 gNET
BELOW GRADE. ELEVATION OF (p i939 B.M. 7-G 2 1'R
20 SIDE YARD P K. W. SIDE POI•.:
WETLANDS 86 .0 +/- . PLACE PIPE I � �* o
LEVEL IN TRENCH OR SLOPE 1 FT. / #1439 EW= I?, 2-G
IN 300 FT. TOWARDS WETLANDS .AT EXIT END OF PIPE USE TEE AND
PLACE 6" RISER PIPE UP TO 1 FT.
ABOVE GRADE. LOT I I ,,
AREA 24.04 AC. 6' u. DRAIN 800
4 . BOUNDARY BASED ON FUSS & O'NEILL
A-2 SURVEY AND SUBDIVISION FOR \ 90- / fn
641 SULLIVAN AVENUE ASSOCIATES. \ /
5 . PARCEL IS ZONED RR . �\� �1 �`�' (A�>r Q'AQK
DIREGT BURIAL E.+T.
6 . THIS SUBDIVISION WAS APPROVED r � ---- J \� . Yis 7 To BARN
AS APPLICATION #92-40P BY THE
r
TOWN OF SOUTH WI NDSOR. ( % - �-4 11
� . SEE SUBDIVISION NOTE BY HENRY \
MOELLER, CERTIFIED SOILS SCIENTIST, \ IW DRIVE / 10 1,
THAT THERE ARE NO WETLANDS WITHIN
400 FT. OF WEST ROAD. \ _ N 70°- 02'-08"w / _ _ __ $NE V
2 50.00' ( 1940 O 1..,..
FUTURE COtINEC-TtON 1 D �•
1-0 HOUSE (2 CONDUITS 2 0
z 11 � 9i
6' N
p D_ - 89
m 1
IV/F 641 SULIVAIN AVE. A9S_
UNDER CONSTRUCTION
SCALE
SITE PLAN I" = ao'
BY
PROPOSAL BARN KJP
��'` 0* G���Fc''; F 0 R CHECKED
i
TO THE BEST CIF MY KNOWLEDGE AND BELIEF THIS NAP IS =►�: ;;�= KEN NETH & ANDR EA PU DELE R DATE
SUBSTANTIALLY CORRECT AS NCT .D,, HERE ON. s *: #9653 *? WEST ROAD SC+UTH WINDSOR,CT 7/2U/93
_ �'?d �'• iQJSTr,* FILE NO. pUDELER ENGINEERING SHEET NO.
KENCtETH pUDELER, , L . S . ATE '�.�qft, ,�` NO. DATE DESCRIPTION
:ONNECTICUT L .S . 4 9653 'ii,, 'SUR1 �5- SW — IO MANCHESTER, CONNECTICUT I of I
REVISIONS
AL 2oim
South Windsor
BUILDING DEPARTMENT
W�1MIG DEI�. TOWN (s mm WMosoR
This certified that this plan and speclflastldns are
copies of the proposed building true
erected at tf' ?j�/� Q or alterations to ba
t^tether with �� Streel
amendents stated-led with Man and 1m In application an
"wldin agree to comely with all zoning
iseuN
Q and state laws and such orders as shall t
by the Building De Partment during Pendent
t this aPPllcation and final Permit. issuance of a buildin,
Signed
'his plan 1• aNrdved sub-
orders and ordinances regulatinglect to the condition the:
complied with. building *hall Dt
Condit Ion Dpreved
Thads Alad
SUIldlnti Inspdo�r
nth r ItilaH 1 IUN OF
t2 iota proposed Z 0 jy j jy G
as buildings) �8e COtaWPLiANCE
2� x sti ontorown on thix 04n�sl 'nd/or structure,',,
bli �v^ regulations. Varwjath �urren>aPPeo h tO be in
may nces and Wind,;,
ire
special excepticn..
s
ZoningEforCe
ment off►cer
A
k't 0111ill
IN
X,,,7;74
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P7
74"
Vk�
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f 41.
Al
27,
4
x4pow
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q
sz,
7-1
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a
Z.;
N/F 641 SULLIVAN AV�. ASSuk."
W_
-A,S,
N+ . 1,P,OLD
W',
, I . - i�- - .
WOODS AND/OR ,,BRUSH 14 " ,
S.
:Y -71; W
1 7
SO. FT. ACRES
WL
IN WETLANDS IN BUFFER
PROJECT STATICS
j:.
P AREA OF REGULATED AREA TO BE ALTERED 0 0 0
P,NEW
0 0
AREA OF WATERCOURSES TO BE ALTERED 0
c
5
01-
L 7
L AREA OF WETLANDS CREATED 0 0 0
-77
%:
LINEAL FEET OF PROPOSED STREAM ALTERATION 0 0
L-74 WL -104
N
A,v. Z,...
TOTAL AREA OF PROJECT: 3400 SQ. FT. .078 ACRES 0 843 0.01
Al
0 P
co
t", -A S,
F
kli�l PERCENTAGE OF PROJECTIN REGULATED AREA 0 25%
L-105 S t
A
WL 103
XWL-1
4
7
Z.
TOTAL AREA OF CARRIAGE SHED: 1685 SQ. FT. 0 421 .0097
r:4
-73 -106 -102
W L
5�,
0 25%
"ie 4� PERCENTAGE OF CARRIAGE SHED IN REGULATED AREA
FLAGGED WETLANDS
4, ?r
X
F
,Witt-
-7,�*.
WL-72
-7()
WL IU /
�,WL-66 L
4!.,
X
L-101
I-,. t A, 1,
R, MNE i0tj.,�
L-81
N
L-1
-67 4y
Ak
S-T
-80
L-65 WL P-'-2-w-, 00
�L-45
V1 -71
W 83�
L
i r
Z
L-6 8
4 4`'
74
A
j
L-70
N /F DEMETRIOS '8AUS
P
WL-63
W.* Jt, ,,I%
T -1���ktt_
A
It V�J
-84
<L-6 2
%
-43
'All
4 ,
"A
g
Y
FLAGGED WETLANDS ,, S
1,8U00 13
0
-38 -42
'4
CO
X., WL
WL-61
Phi
V., L
OPEN FIELD
4 WL-86 V,
7/o/V
\.1 1 7
-56
i to
-87
-L-35
WL-37 -39
/W
OPEN FIELD
-3
L-.3 6 S
I.- N
-88
L
OPEN FIELD
Vt-3 0
V
LP,E]LD
-34 .
8 9 WL,
-7
Mill -4 TOTAL LOT" AREA
OPEN FIELD
4.
Iv
r)
-92
4�.
�oill
L
9.,
�:3
L-29
L-3
. 11047) 514 S . F
LIZ
7
L
NL
24. 0476 AC
27
T
-11 L
7
L�-32
14
W L S
'A
41
I0,
Its
4, 9
L
Nc*
7-, 0)
INN,
Z�_
95
FLAGGED WETLAN
D S",
-94 4114pal -I. I
- , : I I'll I a ..". 4"We `N
-97st
4-
-26 L 9
WL-6
All
M,W-1 IM
A.N I R
-007 I!N ;Q -25
WL
W L-7
W L*V
P
UrFqL7
_V L)
0
Al
1540
e W
70- 1111ti
OP�N FIEL
VIL-6
V
O�iULUVAN AVENUE - SOUTH WINDSOR, CON14.
)4 AREA CODE 860 644-251 1
z
W
L
W�—1 13
1N%
w7l�!
4
......................
4
4�
C?
71�
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t
enneth Pud
CO
4;fff
4,
WL-5
WL
51
-22
OPEN FIELD
4.
J
.4"e,It
South Windsor, CT 06074
N/F CRAIG LORI PIACENTI
.7
N-
-01 West Road
n
A;
< to
Mr. Pudeler:
21go
��WL-14 WL-�
%
5
-iage Shed
Re: Appl #98-05W Construction of Can
4,
�VW
4.
WL-?
7
At the April 1, 1998 regular meeting, Wetlands Agency/Conservation
the Inland
Commission approved appl #98-05W L 6
HOUSE IS LOCATED AT
!WA/CC permit for the construction of a
J�
area
S,
on property located at 201 West Road, RR zone
carriage shed in the 40' regulated
4 N 41 50' 55"
'P.
E 72* 34' 08"
6�
v
THE ADDRESS IS, 201 WEST ROAD,
Fitq No. SW-10 and dated February, 1998. �hi pproval is subject to the follljWILILI�
(Assessor's map 09 1, parcel 1) as shown on plans prepared by Pudeler Engineering, 4"
%
4
s a
conditions: zo SOU TH WINDSOR, CT
I. One blueprint copy of the entire set of plans and this letter re
—1c
-con -2
produced theT L
THE DEED IS RECORDED IN
W
USH
V. must be submitted to this Commission. This must be completed within 65 days of
VOLUME 703 ON PAGE 147.
a roval prior to any construction activity on the site.
'44
THIS MAPS HAS BEEN PREPARED IN PURSUANT TO THE
M.
CTIONS 20-30015-1
REGULATIONS OF CONNECTICUT STATE AGENCIES, SE
, i r LAGGED WETLANDS' '
4
pp -20stop
6 PROJECT ANLA THE LOT, ALL 24 ACRES, IS ZONED RR.
SURVEY NOTES
"0"
The application shall indemnify and hold harmless the Town of South Windsor
against any liability, which might result from the proposed operation or
0W
THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND M
APSZ,
41 co A",
I,":IN THE STATE OF CONNECTICUT", AS ADOPTED BY THE CONNECTICUT
�A-
The permit is valid for F
7.
ive years and shall expire on April 1, 2003. It has been ASSOCIATION OF LAND SURVEYORS, INC.. ON SEPTEMBER 16, 1966.
00
1Vvt%/CC's policy to notify landowner(s)lapplicant(s) of expiring wetland THE TYPE OF SURVEY IS A ZONING LOCATION SURVEY. THE BOUNDARY
per
NQ I L�:i
DETERMINATION CATEGORY IS A RESURVEY. THE HORIZONTAL ACCURACY XIll THE WETLANDS FOR THIS FRONT PORTION OF THE
However, it is the landowner(s)/applicaLnt(s) responsibility to track expiration dates
A0
�tv - -1.1. .'. -. LOT WERE FIELD FLAGGED BY JOHN IANNI OF HIGHLAND SOILS
:CONFORMS TO CLASS A-2. T f
and notify the Commission of a renewal reqiw.st at least 65 days prior to expiration.
1. NO PROPOSED OPEN SPACE. (2 ACRES OF CONSERVATION
IN MAY 28 1993, THE FLAGS WERE LOCATED BY PUDELER
EASEMENT ALREADY EXIST ON THELOT.
THIS MAP IS COPYRIGHTED AND REPRODUCTION OR TRANSLATION OF ANY
7 A"1W-,4
1 c4 and submitted prior to a ly ;4ctiviLy on ttie PART OF THIS WORK BEYOND THAT PERMITTED BY SECTIONS 1C)7 AND 108
A I approvals recli4ired must be obtai;i Lk ENGINEERING IN JUNE OF 1993.
T A
X;l 2. NO PROPOSED MATERIAL STORAGE AREA.
N/F ARTHUR WILLIAMS
4
M,,t
OWNER IS UNLAWFUL REQUESTS FOR PERMISSION OR FURTHER INFOR
7
YY
OF THE 1976 COPYRIGHT ACT WITHOUT PERMISSION OF THE COPYRIGHT
7,' MATiON
3. MINIMUM GRADING PROPOSED.
Z
7�
I Ill A conlas;t pFrvi sh
S TO PUDELER ENGINEERING.
tall be id-, on t
-4,
_,W I -_ - .1 . . 4
qV I
A.
4. TOTAL INCREASE IN IMPERVIOUS AREA IS 1685 SQ. FT. OR 0.0,387 ACRES
W;.�
5. NO STUMPS OR TREES EXIST IN THE PROJECT ARE
-X� f
z_. N"Al
z REEER-EttLCE MAPS
Y)
ry tr
v:.,
BOUNDARY PLAN KENNETH & ANDREA PUDELER 201 WEST ROAD SOUTH
V uly yours 6. NO TEST PIT DATA EXISTS FOR THE PROJECT AREA. 0 10 203040 80 120
p
TWI A hTr-% tlrT7�rr e,
WINDSOR, CT SCALE 1' =100' BY K.J.P. DATE 1/10/94 FILE NO. SW-10
DVILLIMIDLL AMLM "M.> ZIrIVINN M rK
W V, AlljLNcyl ��SHEET NO. 1 OF 3 PUDELER ENGNEERING MANC�ESfER CONNECTI
CUT
AND IS NOT APPLICABLE To THIS APPLICATION.
IH ORIGINAL HOUSE CONSIRUCHUN
_V.
Ji
A
n
j:1 7:
r REVISED 1/2 4
CONS4RVAT40N.COWAISSION N F ALBERT D. KRIVICKAS
1 40'
8 NO DETENTION BASIN IS PROPOSED.
SCALE
. ..... WINDSOR, CT SCALE 1" 40' BY K.J.P. DATE 1/10/94 FILE NO. SW-10
'44;
TICUT I %
SHEET NO. 2 OF 3
9. NO PROPOSED SOIL EROSION PREVENTION BEYOND THE PRESENT
5 N,� tit.. 7
SITE PLAN KENNETH & ANDREA P6bELER 261 WEST ROAD SOUTH
PUDELER ENGINEERING MANCHESTER, CONNEC
GRASSED AREA WHICH IS TO REMAIN TO TRAP ANY SILT.
a
4,_
SCALE
Vi.
%
AAI�
I.........
10. NO OTHER PERMITS ARE REQUIRED FOR THIS PROJECT.
Mairman _V_
LAST REVISED 7/5/94
ElizabcLh A. Warren,
PROPOSED CARRIAGE SHED LOCATION
40'
c_
Invalid
J
8AW/pm This map Is
4&. 0
16;�
11. NO 2 FOOT CONTOUR CROSSES THE PROJECT AREA. wilthout a live signature DRAWN
PROJECT AREA IS VERY FLAT. REGRADING IS and embool soot a
K.J.P.
5f &V . ...
may be a prolImInary or
U,
Chief Building Official 12, CARRIAGE SHED NEEDS TO BE CONVENIENT TO THE DRIVEWAY
q'i
EED 6". Incomplete working copy.
AND HOUSE (FOR ELECTRIC SERVICE) AND IDEALLY NOT IN
V) Zonipg Corijmj
FRONT OF THE HOUSE OR OVER THE SHALLOW WELL. NOWLEDGE 'AND BELIEF tHIS MAP:,.,
IS SUBSTANTIALLY CORRECT AS NOTED HEREON,
K.J.P.
inee
LOO -7-
13. ALL PORTIONS OF THE PARCEL ARE ABOVE THE 100 YEAR F
r PUDELER
1. Z..
%r
DATE
'A"
"k,
201 WEST ROAD SOUTH WINDSOR, CT FEB. 1998
Y�
7
PUDELER ENGINEERING
e,
e 41
X/7
1r:tt- -ell
FILE NO.
NO. DESCRIPTION
L Zo DATE- SHEET NO.
P DATE
'L-74
I IV*C
F J's E�
W L r-7 3
A"
T
to.,
L 6\5W L
-UT L.S, # 965
CONNECTIC PLIDELER ENGINEERING
COPYRIGHT 1998
KENNETH J, l6UDELER, P.E
;41
3 Sw-io
r_,o , . - , , P FEV S1 ON S of 1
4 et 79[e 201 WEST ROAD, SOUTH WINDSOR, CT 06074
PHONE (860) 610-0001 FAX. (860) 2827726
Z
Ilk- 11.-,.i
!-A
JUN Q 5 1998
South Windsor
BUILDING DEPARTMENT.
TO
' x
.. Thy that lies Plan and sT-' P.:.
oepies of the ProPosed tr "
elect"at •
to8ether with amendments stated la appiira.14_4
filed with Plan and 1 agree to comply with til a
Building and State laws and such ordett as sn,iii ti
issued by the BVllding DePiriment durine pehJHP€�+- of this aPPliGatlon and final issuancs of a t=alidi,ie
_ Permit.
e
sign a
This ptzr. -
- - - orders any o.sinanc�s :eyuiatina: buildin- - zt,att
complied with. Y shall h6
Conditionally Approv*d These filed wtw
Building Inspector -
C.<
CER FlCATl®N OF ZoN1NG f AN
Ar®pc ed bu ldin c�i'�_Fi ,
i9s shown gf.1r p, and/or str cj r }
co
nform n on this p1�A app.-+.e �� f^
gc�iati0 nsce with
.
OVY apply !/arlG;�LCs : u �p�cial
Date
o Ee+ment Officer
V, pow
N0AMAAl PRtE5T N F 64/ SULL/V,4NAVE. ASS0C. /YIA- .705.6-,011 IWART/N �
NIA- D.EtiJET?/OS BA L/s
4�40Ak, TREE J
1_— 260./8' S '-44'�44° W 40' C ON5.-RVAT/ON I
EX/ST/NG 9 /q.27' EASEMENT /
A /P/N `04 S 67 /7 /O BRO W N STONE 90 _�
^`�S --► BROWN STONE' , w �MO/Y. ` �p//yam B,M.262//8
�_ MoN. s69o-53-4sE S70'-02'-08" E P.K. W.S/DE
268 03 . ._.._
2 0 k 44 `� BU FER LEI! 91.26
WOODED /09 - N N
OPEN FIELD � -/ — IA
—
/00
L//M%WET4ANPS
106 9 ,B U/L DING L/NE ¢3 %a�h 2O 'S/DE YARD 5939
NOT / /06 /
FL A G GED / 42 4/ �a
WeTI A,15 40 p
o ' Is sF;�� crew'
p 3q eQ c�.
�5 77 / /07 83 C UL 77VA TEJ�
76 78 / w o
F/EL!> gq.2 b y
/ Bz 37 x PhANa o I
E.
7q
�nito
� I
36 61/ O
g° � Ex15r DIkr E, ,.
/ 84 35
/LT FENC � / 1�� i 50
R
85 ✓ / � --+r- 23 /L D/NG 4-/✓vE l!/� s l s- 1-13 -.?0 W ;A
gg q r �+>� —�'— — — N 7O 02-09'W j--�, F,PIN
Q ^ b PIN 2so.00 ' SN
SHALLOW WATEF10
(DRY 11Z YEAR) xzlr ANTI TRACKING APRON
1 / 3/ N Cra; f L or ' " F "STONE
33 1 0 / �F y 4 0 2
�(-- �� �t / E T/N/ d/Y F/LTER FA,9RIC
81 Z� 66 I q1 87 _ orb / P /}C N
X / `
32
q
o t 6 40 80 C UL T/VA TED 30 � /O 8
65 $ 6q F/ELD pQ��F g EPr
h I/
88 p A c K
r / 9 sire I
29 �!
_ ! o
WELL HOUSE
f q 0 __q 2 - 6 to
� G V
4 / 27 28 2�'-f� SEPTIC NG"Es
° �62u \
lj 90 1 '^x\�a 0) 0 ( l } 1. SEWAGE D!S?^SPL SYSTEM -ESIGNED ':SING THE STATE HEALTH ..SCE AND
7
TECHNICAL STANDARDS REVISED TO JAN. 1994.
4 2. HOUSE IS A THREE ( 3) BEDROOM SINGLE FAMILY RESIDENCE.
SHALLOW 61 / / \\, �\ / 3. r_FcCOLAT:^N TEST AND SOILS CATA TAKEN HY 7CWN SANITARIAN.
+Y.4TE•R I / j - 4/ �/ \\� I \ \ �ERCOLATI�-+N DESIGN RATE = 3.5 MIN./INCH.
2Rr �2 YEAR) 5i 6 q2 / 1 ! `O h *;~ ` \ _
-.� � ` � 0 /.P/N 4 , -=RCOLATION DESIGN RATE = 1 TO 10 MIN./TN. MINIMUM EFFECTIVE
r 6 1 0.0 Z - 3 N F r-tA = • c s•
( \ �.- oo / AREA REQUIRED
THE DESIGN r^ERCOLATI9N RATE = 49S ''Q• =T.
N , , /� R I_. AREA -r, JIRED = 49 Sr' FT.
' �2 ' '.e"V r CULrIV/FTtD /LLD wl< < s = . =-:.sN R _.
25 c z� BAH �,. :I• 'RAT;-R EACHiNG CHAMBERS. USE SIMILAR 3:STE[l
. -? F ES ER VE.
f 4
�. u Orrsc, vU e I
r zoo ` t 6 \ 2 S.. E �i0 ' FT, ROWS IY 12 ''N I"S R:.'A JF STANDARD 12'•
vF 'Y TS. FF..E�T•,✓E :.EACH: 43 AREA 2 X 75' ,( 3. 4 = 510
\ / �� -- 2 f a / /7
. . �� y I � FT.
/ f WELL / -HECK CF M-L-3-S
50' A) HYDRAUL:._ FACTOR
/ {' — SLCPE NATIVE SOIL, APPROX 0%
94 / T$A �� _fir � 18 / \ • DEPTH FROM BOTTOM OF SYSTEM TO MOTTELiNG
w00DED s Lj /C)O' / \ WF// Hr = 72
Y
BEDRC'OMS _.5 = F
Q5 3)=LOW FACTOR � � #tip♦7 "� ' �� / �
/ 22 t� /OOOD SFTO -� -}2ERCOLAT!•`,N FACTOR
S�.Ft. SQU RE @qc /1 ?dDER 5 ":V PERK i.0 = PF
3/ / R6 ;� j/ M
�6 9.43 r; r Q
��_ LSS = HF X FF X PF = 72 X 1.5 1 .0 =108
N 68'--15'p¢��YV Y ' 14 i / ,. AIL iNFIL"RATER TRENCHES ARE TO HE INSTALLED AFTER ° ILL HAS
WsJTER SH,4LL0 -- --,-a 21
WATER - - FEN 5Rc)UGHT UP 'TO FINAL -�RADE.9ACKF:LL TO TOP OF INF! .TRATC-ag
W:TH SEPTIC FILL.
70 7.
/ 88 �./ T N a - � �� A 1, 250 GALMJN SEPTI:; •TANK SHALL 3E USED. THE TANK SHALL HAVE
. '$(j ,a...' dx (� l'' 67 - /0' tt1/��W -- TWO C_MPART, ENTS SAND A:,• L APP°^_PRIATE BAFFLES.
OIL TANK TO BE IN BASEMENT OR 7 5' F ROM WELL. STA"`E
N/F AL BE,PT D. KR/V101,,A S \� �
I ` STATUTES PROHIBITS ANY UNDERGROUND Fi.TE`L STORAGE TAAIX 1J:THIN
\ ACT PE(' T�4F WELL RADIUSES.
COAT SOV
0, PLiacy-ER QO / 1=. MAXIMUM FILL AND CtiT SLOPE 3:1• ^
8858• 40 �l / ?HE _DESIGN ENGINEER IS TO SUPERVISE FIELD STAKING : T'4E SEPT?,-
--
I�3-oo.I WNER AND A==__fit^ 111 3Y3TEM AND ELEVATIONS, PRIOR TO CONSTRUCTION TO INSURE
T1 SOILS TEST DATA 90 STATE
12, I n 2'_L Wr ST LAD, SOUTH WINDS �k HOME - =1NF��RMA.YCE TO APFROVED PLAP� AND C °1PL I AI3CE WITH 'E =A-
sZ- /\/()rF 5 -E ,I TH DE.
— _ 12• C KENNETH a :ANDREA PUDELER i T M
it r 0 � 11 -OBBLESTONE RD. 0 ,Ir 5 /j/� ET ,3. _EPTIC FILL MATERIAL .J HAVE NO ORE iiAN :$ ?ASSI!lr THROUv
z o
1 N P�EF TES. DEEP TEST C 6C- 3003 3
� m A 8i0•_MF;:FLD CT C • 't?- d ..�0 '!�
=':E.
--/no•-rl +63.' � _ �1 - r ?HnNE ::4?-8045 3 Of
I_ �,. 0 18" TOPS:I �'� 18" - 26" RRCW? ME: . SANE, 1`rl - 245rr BROWN MEP. S
/fU�/SL t.25' 3a „ - WORK
Ul9,D Z ' 26 - 4E1 MFI . BRA}. FINE SAKI ,'4 _ �Q„ AN.
* 40" - 5," FINE ^aP: SAt:r FINE '^.RAY RA\- KENNE-- P'_'DELER
w.�' Backfill
PUDELER' 'c`tGINEF.R i NG � •'�
-- 52" - 72" DENS' kITH P"_^; L=' 543 NCRTH' MAIN STREET �-7o�J off' ;r�r'r
t FIDE GF.;-Y SAND `.4" _ "'2" F:NE GgA1. -�,. tNFILTRATOR'UnitS
THE STANDARD INFILTRATOR®CHAMBER SPECIFICATIONS STANDARD DEPTH TO LED^P : NONE NANCHESTER, CT 16C40 No soil otrusion
�Y O* DEPTH TO LEDGE: NONF PHONE 149-0462 _--
q� Z No Scale ::INFaTRAToa� _ -
DEFTH TO MOTTLING; 2E" -
SIZE 3,X6.26.X 1 DEPTH. TO WATEF 4I" DEPTH TO MOTTLING: 2. "
-- DEPTH TC WATER: 48" PARCEL IS uN tJN AS 2C1 WEST ?:,AD. SCCTH ;;NDSOR AND :S ,n tatV ^v Storage Volume -- `
ASSESSOR'S ifAP #99 AS PARCEL #1, THE I NE IS �R AND DEED IS more than 2times '� Micro-Leaching Chambers`
�G WEIGHT 25q�t, FECnRDF.D IN VOLUME 703 PAGE 147. greater than a gravel
DEEF TEST B DEEP -F.ST D trench of equal size 1e� ! (Nc need for geotextites)
� STORAGE 10.3 rN p7 ydJ � � .�� 1 rye Soil o r-
cJc <s. ��� _ l�i� TOPE::L 0�� _ � ,. - �
Native
15" TOFCOIL / [ EPT/C F/GE,
1" 2f 3?:tW1. SAKD}" grt cn' 7 c. r� eel rewA, ,f," v t�9H I - fi 4 L / Side wall designed
�� - 29" bROWr� MFi cAr;"26 - 4F' FIN: =F.AY ShN:' 24" - 54" FINF GRAY SAN' f � '?-, �-� to minimize masking !
48" - 7: ' FINE GRAY SAN,
WI TN F ST LFNcr T <� `x
q� I -�� c•c 92 541, - 72r FINr GkA} gad,:, �f' �t'��(�ttGIS U C effect
I A,V rc� 5= Z 7: E DEPTH TC; LEDGE: NODE
9d --- - DEPTH TO LF:GF: NO ��'/ O C y . Entire battorTa of
Nr
DEPTH T.' MJ ^_iN lg" DEPTH TO MOTTLING:
— 910trench provides INFILTRATOR
DEPTH TC. WATEF: 4811 DEPTH TO WATER: 4 F" perfect unmasked
- �` - - p Infiltrative surface
• g0.00 g9,1 a Ig"� _ - _ - - - _ DEEF' TE T DATA TA}'EA FROM ?EFT PITS Itr. �M/ Cl V l G, f.(S AI'P_
ENGINE£RIN. ANI• WTT.NF-5 D IO-,�'-`'3 A F'O-'-"-zk SCALE
SepT'� E:: by RJBF'RT DEPT'JLA, TOWN SAKI TAF i A'; `�r�'SPs•1 T O�o
Y� �t r
atv 1, �'crn.k MoTTL/Na r PERCOLATION TESTS CONDUCTED 10-29-93 BY PUDELER ENGINEEFING. Prof• G rcrv�/ �i'/t/P /' u/ 1 =40
L� PERK TEST 1 WAS COK'`UCTED 6' FROM DEEF TEFT A �rv/� /`i�Gci 5e SITEPLAN BY
LEGEND RATE OF 1.5 MINUTES PEF INCH. AND RE3Ui TF_ A
K. J.P
PERK TEST 2 WAS CONDUCTED 6' FROM DEEP TEST C AND RESULTEI :!: A KENNETH & ANDREA CHECKED
RAT- OF 3.5 MINUTFF PEP INCH. ll�i,u,,, ' ��l/n//,,,./�.
�'89 F/ELD FLAGGED WETL4/VIJS S� C rl() v A _A - ODD' F CONty ♦` CONN
o� C BOTH PEP TESTS RE ,,,,��o,,,,,...F�l, ��,,•„�__FCT, PUDELER
L ,'Ai e- C w 0 vCes
K TE S WERE COt�DUCTEi' IN THE NATIVE VE SOIL ABOVE MC,,':-_-kC• ♦,♦♦�P,.��ti J. PGO,pG ♦♦♦♦� ���N J. oG�= ✓� i�p '9 a','J "r'u .ti Cie,
THAT WILL BE USED FOR SYSTEM DESIGN, ; y��? c��� % ♦ y DATE
0/VTOUAP / ,. _ • �. ♦ 4u �, t ��m R : 3 Y�/f/qy (✓CTL✓'}�{//j5 COM/'4/TS
TO THE BEST OF MY KNOWLEDGE AND 3EL I EF THIS MAP is �*�x �;*� � *;" ���� 2 3�y/* I�,F/t T,q Aralr s,lonc
--- PROPER7'Y L/f1E / / : / /s /} T SIJBSTAPITIALLY t:ORRE;:T AS NOTED HERE ON. 1 �� . 201 WEST ROAD SOUTH WINDSOR,CT / � liJ�9y
o �-�i �t �� ! 5_�'G/ L' L= 9 #9653 0 /��� ,♦.` q #9653 0 /� ♦♦♦� FILE N 0. SHEET NO.
N _ _ / l 2$ 9 RE w-9ED WETL ANDS cnyN.
��/ 5- s : ` EO/STEP//' -•. 'SEC/STEQ�/4�a��, No. DATE DESCRIPTION PUDEI...ER ENGINEERING
7.� _ 3L/ _ R cNNECTI,^UT L.S. N 653 �� , 0 ♦ ♦ ♦ s e
u I/ !i sLER* E. , L.S. DATE ��CyN.. ",,�OP,♦♦ ��+ °FSS, ice* '�Gl ♦♦♦
^r,, a ., St1Rv ,. ., /ONAI .♦ REVISIONS SW - 10 MANCHESTER CONNECTICUT 2 of 3
N ✓ ,�.//I///Jl/I�1' ,� /1
i
4
t
r$
t
JUL a 5 #W4
South Windsor
13UILDING DEPARTMENT
this pow W.a.sor al oratitAat@twe
/top/oswJ taaWing or�alts�ra/t�l®ns t®.l!
tQ16111 ' bhh 11%andments stated In application ahO
tiled with Nan and 1 agree to comply with all laflifla,
eNlldins and state laws and such orders as shall br
i%%Ned by the BYtlding Department durinS Oms#ffid
of Jhts a*plieetton and final issuance of a blifl/�}y
RRf4f9�t•.
ss+gne�;
"Pegs ER4 orMTWHb a: neadlahma Ow"A O poll AW
compliraj wilfh.
Con llRl}Rllyy ClfRwvB 7"vm tilfstP WOO
�fllfdtWg lam* rMAk a°��:i(��Il��+
\, S69,
74
\ \ \ N/F DEMETRIOS BALLS
0,
\ \ \ C0Ns"_
\ \ \C Eq S�M�N S�Q Q2 33'e
\ \ 20 s Y 20
\
\
\
\
\
TOTAL LOT AREA \
\
---- __ 11047,1514 S.F. \
\ 24. 0476 Ac. /
oy
949
y 4
93, lN�CT�r R� SILVER DOLLAR / <1- - - - - - -- _ IL
�
\
9q IN FRONT STEPS
----------- \`�f \ 929 9 37 40.28, 44) '`\ELEVATION: 98.76
928 N w I
33"� � w_
501 ��
_ O N
75 \ 500 927 507
-\� \ -
\ \ / 505 �� `\ / CO
\� 1 L
20 \ 8 WELL `J D T 2 Jl
;7
s I 1 4077 k i 0) �' .�
\ \ ' 37 O.D. WELL p \ 1 506 / �� ! N/F CRAIG & I ORI PIACFNTI
TABLE OF POINTS 6 COORDINATES C NAD '83. NAVD _ ?� i --/ \� f �95'sss 2g J - -- -- --
PT.# NORTH EAST-- _ ELEV, DESCRIPTI❑N �` �\ \ CO
HOUSE
HOUSE CORNERS
i �
500 869470.22 1047128 87 0. 00 H.COR
501 869477,61 1047131 .93 0.00 H.COR
502 869487.53 1047107.89 0.00 H.COR ��i /
503 869477.96 1047103.94 0100 H.COR `� ��
504 869479.49 1Q47100.24 0.00 H.COR
505 869455.45 1047090.32 0. 00 H.COR
506 869431 .79 1047147.63 0. 00 H.COR
507 869458. 00 1047158 45 0. 00 H.CDR \ /
SEPTIC SYSTEM POINTS \ /
\ = M
927 869469. 18 1047141 . 16 98.76 SILVER DOLLAR \ / co
000 OLOA70 AO ,AA-,1 AA 00 01 00 A•TAI\,
7G0 007Y/O. V7 1V'1,117V.07 71 .00 Y L111v //7� \
ry
929 869502.34 1047139.51 91 . 14 4'INV. IN V •76, \
934 869505.21 1047140.56 91 .85 OPEN/TANK N6,�. \ F--j A
935 869503.46 1047146. 06 93.45 18'C.OUT �1 Q)„ \ l 3 z Q
936 869502.71 1047148.38 91 .87 OPEN/TANK 1v R7 Z
937 869502.67 1047149.28 90.81 4'❑UT \ /
938 869496.80 1047189.58 90.85 T. 'D'BOX \
939 869496.94 1047189.54 90.03 4'❑UT'
940 869496.46 1047199.70 90. 04 4'OUT'D'BOX
941 869496.59 1047189, 09 90.05 4'IN'D'BOX SURVEY NOTES
942 869497.98 1047189. 08 90.26 T.45BEND
943 869498. 11 1047188.67 90.34 T. INF. \/ N/F ARTHUR WILLIAMS
944 869496.87 1047188,38 89.34 INF.COR THIS SURVEY & MAPS HAS BEEN PREPARED IN ACCORDANCE WITH THE
945 86949§511 .88 1047147,58 90. 14 INF.COR
INF REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1
948 869511 .88 1047147.58 90. 14 TOP. INF
949 869521 .35 1047118. 14 90.23 TOP. INF THROUGH 2O-300b-20, THE MIMIMUM STANDARDS FOR ACCURACY, CONTENT
950 869522.57 1047118.64 89.22 COR.GRAVEL AND CERTIFICATIONS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT,
951 869519.99 1047117.82 89.26 INF.COR
955 869421 .47 1047180.29 90. 16 INF.COR ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC..
956 869421 .45 1047181 ,66 89. 19 INF.COR THE TYPE OF SURVEY IS A ZONING LOCATION SURVEY. THE BOUNDARY
962 86949 .34 1047189. 01 80. 00 INF.COR DETERMINATION CATEGORY IS A RESURVEY. THE HORIZONTAL ACCURACY
962 869496.34 1047189.60 0. 00 CL.END
964 869496, 18 1047190.93 0.00 CORCOR, CONFORMS TO CLASS A-2. N/F ALBERT D. KRIVICKAS
THIS MAP IS COPYRIGHTED AND REPRODUCTION OR TRANSLATION OF ANY
WELL LOCATIONS PART OF THIS WORK BEYOND THAT PERMITTED BY SECTIONS 107 AND 108
406 869424.66 1047042.68 0. 00 42'WELL OF THE 1976 COPYRIGHT ACT WITHOUT PERMISSION OF THE COPYRIGHT
407 869431 13 1047050.31 88.93 8'WELL OWNER IS UNLAWFUL. REQUESTS FOR PERMISSION. OR FURTHER INFORMATION
SHOULD BE ADDRESSES TO PUDELER ENGINEERING.
REFERENCE MAPS
BOUNDARY PLAN KENNETH & ANDREA PUDELER 201 WEST ROAD SOUTH
WINDSOR, CT SCALE 1" =100' BY K.J.P. DATE 1/10/94 FILE NO. SW-10
SHEET NO. 1 OF 3 PUDELER ENGINEERING MANCHESTER CONNECTICUT
REVISED 1/28/94
SITE PLAN KENNETH & ANDREA PUDELER 201 WEST ROAD SOUTH
WINDSOR, CT SCALE 1" = 40' BY K.J.P. DATE 1/10/94 FILE NO. SW-10 0 10 20 30 40 80 120
SHEET NO. 2 OF 3 PUDELER ENGINEERING MANCHESTER, CONNECTICUT
LAST REVISED 7/5/94
SCALE
1" = 40'
SCALE
AS - BUILT SITE PLAN 1" = 40'
0
c- This map Is Invalid
without a live signature DRAWN
and embossed
on It
{n mao be a preliminary
copy.r
may be a preliminory or KENNETH & ANDREA R.L.S.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP CHECKED
IS SUBSTANTIALLY CORRECT AS NOTED HEREON, PUDELER K.J.P.
DATE
C PUDELER ENGINEERING 201 WEST ROAD SOUTH WINDSOR, CT 9/26/96
T 1 9 N .
0 COPYRIGHT 9 fi KENNETH J. PUDELER, P.E., L.S. DATE N0. DATE DESCRIPTION FILE N0. SHEET o
PUDELER ENGINEERING
CONNECTICUT L.S. # 9653 REVISIONS SW-10 201 WEST ROAD, SOUTH WINDSOR, CT 06074 1 of 1
PHONE (860) 610-0001 FAX. 860 282-7726
A
1
I
AW
s
TO THE BUILDING DEpT. T010M vF SOUTH WINDSOff
This certified that this plan and specifications are tru,4
copies of the proposed building or alterations to �'
erected at
Zc� 1 c✓�s j -
Stre*q
together with amendments stated in application an4;
filed with plan and I agree to comply with all zonlnSJf
Building and state taws and such orders as shall by ry.
issued by the Building Depa r4mant Burin g pendency]
of this application-a d final i ance of a buildin
permit.
i
d �
This plan 19 approved subject to the conditio1-itt,
orders and ordinances regulating building sh
complied with.
Fpnditionally Approved These filed .��,.
x
I
#Building Inspector, Clam
Aat4 �—
1
,.,,,.._.. ..<, .,....a.—_... _.. - .. �....� ter....
1900473 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 07/20/2019
GIS ID:93600201 FEE: 162.00
MUNIS APPLICATION# 201901399 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: PEOPLES PRODUCTS ADDRESS: 201 WEST ROAD
ADDRESS: 252 HARTFORD AVENUE OWNER: PUDELER KENNETH J&MAUREEN E
201 WEST ROAD
NEWINGTON,CT 06111
DESCRIPTION OF WORK: INSTALL 2 NEW TRIPLE CASEMENT VILYL REPLACEMENT
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
7/20/2019 12:21 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1900473 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 07/20/2019
GIS ID:93600201 FEE: 162.00
MUNIS APPLICATION# 201901399 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: PEOPLES PRODUCTS ADDRESS: 201 WEST ROAD
ADDRESS: 252 HARTFORD AVENUE OWNER: PUDELER KENNETH J&MAUREEN E
201 WEST ROAD
NEWINGTON,CT 06111
DESCRIPTION OF WORK: INSTALL 2 NEW TRIPLE CASEMENT VILYL REPLACEMENT
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
7/20/2019 12:21 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE