HomeMy WebLinkAbout1451 ELLINGTON RD APPLICATION FOR ELECTRICAL PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT
APIjRO 1540 SULLIVAN AVENUE
644-2511 ext. 230 Bldg. Permit#
laav621S
Date Building Inspector
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000= $15.00 l p
Over$1,000= I Street No. Street Lot No.
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT
APPLICANT ADDRESS
APPLICANT'S PHONE#
OW N SF OWNER
�( q� OWNER ADDRESS
CT: en6xn�
V OWNER PHONE - &n 614
0 'ft. two ESTIMATED COST$
,� �► U IS THIS A CONTRACT COST? Yes No
x FEE ENCLOSED$
�4,G TYPE OF JOB: C�1i
ESQ jt•COS New Installation
—X Alteration/Addition/Repair '
Revised 03/05/10
APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? ❑ YES ❑ NO
RESIDENTIAL CURRENT USE AND OCCUPANCY
❑ BUSINESS
❑ ASSEMBLY FUTURE USE AND OCCUPANCY
❑ EDUCATIONAL
❑ INSTITUTIONAL ENGINEER'S NAME PHONE
❑ FACTORY
❑ STORAGE ADDRESS
❑ GARAGE
❑ MIXED USE CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION/WIRING METHOD A eW-, (A0LVJ 0 OV Pnp
SIZE OF SERVICE 0 �1P SIZE OF MAIN CONDUCTORS
NUMBERS OF METERS I NUMBERS OF DISCONNECTS AND RATINGS
NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO
NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
(im4ec*
cfl�C
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR-
MANCE OF SUCH WORK
�J on ec) w(--"Q{-
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE
Electric# (� APPLICATION FOR BUILDING PERMIT
Plumbing# U 1451 Ellington Road
HVAC # �1dg9 Date:
Sprinkler# No. 5 4 2 7 6
FINAL APPROVALS Estimated Cost $ 2ro,/eo
Building =SIGN
BOXED AREAS Permit Fee 2 73 0. c•
Engineering RINT ONLY Occupancy Fee $ S v e
Affidavit EVERSE SIDE
Appr.for CO. Ic 2 vi C 1 bs Total Fee W-3.5. o
TO BUILD14G DEPARTMENT,TOWN OF SOUTH WBNI)SOR,CT (Additional Cost) $
The undersigned hereby applies to do work according to the following specifications:
Job Location 1'y.0 6!.&/N6 rOA-) j Lot No. Side of Street SoaI L- Zone k� .
Applicant , Q -50en TeL
Address 3,, %/ je6-9' i l'h S Zip Lic.#
OwnerC4t�- j,,anurl�r 6"d&2�cjj Address tn�
Architect Address
Sq. Ft.New Area: 1st FL 2nd FI. 2/-) 3rd FL Total New Area L74 7
#Rooms 7 #Lavatories - #Bathrooms _� #Garages 2 G42
Purpose of this permit: O DNS Z0677e,d rJ AlP+4) 1-rA ''t I l t., 4bs 1�1U Y-4-
City Water Well ❑ Septic System 0 Sewer _ ----
Ins. H.O. S.P. Cert. Area 7o`7 Basement a - da►gpe
Approved by !ec-- Date '( I b I U I Use Croup CbWruction Type__ --;',:
R.ws.d 1197
I hereby agree to conform to all the requirements of the Laws of the tate of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any aft the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be lo59f
per dista from all street lines,side yard lines,and required
distances from all other zones and is located in which and its is allowed.
Signed
I hereby apply for a Certificate of Occu for described this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
MANHOLE PAVED OVER DRIVEWAY EASEMENT = 15.54'
SMH
(EXISTING WATER MAIN ON INV
INV = 88.7' ion
NORTH SIDE OF ROAD) PROP.SAN. LATERA MAw —
INV = 93.4' FOR � � + 99.9
ELLINGTON ROAD` (CTi R_TE. 0) _ — � woo� � � SNE2 'L
.61
000 won
_ woo SNPT 2241—
2239_ _ _39 �E.L �224
- - ' 0254
_ - -
� _� � 101.43 X
NT 384.28' TO MOH H .� 44.E
EL 101. 2 ' N78704'
:ME;VT CHD W/PK ' 40.1S
/�
cr < ANTI-TRACK APRON
6' OF 2' STONE ON FILTER FABRIC
_ / g 0. x 101.61 EUF OLII
ZABE'
01. O,p�L X ng
X 99.39 �99.82 �t
T.oin
1w 3— xN.
.51 �t0 9
73
. ,,�,� 0 �F ��`�o\ ACCESS EASEMENT
IMNDSOR ♦ do k6 12-08' 6.9z 2.0 �� .
' ♦ GAR.=102.0 \ OLIN R. & ELIZABE'
S7.30'1
hjc &1u /X 9.90 14.28'
71
�� �g ��• X 102.0 / R r— PROPOSED F
ern el for ctoons tt SO'/ 00 101.13
�/30" MAPLR 1�, EE CEDAROVE
x x 99. 100.
1 106\ /�
` 12" TREE N _o
2p9 8,_`J �R,�N S64? 100.98
04,
99
'$9 `, , . 3h .es0
n
103.23 ev
DRAINAGE EASEMENT
do RIGHT TO DRAIN
IN FAVOR OF 1451
ELLINGTON RD.
f� IR
!. LS I`I
MAY 0 3 U
joutii vvniuSol
BUILDING DEPARTMENT
p 1HE $uILOWG DtPT.
art and
sDfloatl Ors en'vu•
hi<_ccrtifled that this W alteraticota to b.
�ccies d the Proposed Duiidln6 tR
:ratted at
wilt+ amsndmentt stated in appileatwn a
^Kethef I with ail zoning
iird with plan and I agree to comply
+u Jding and state laws and such orders asder,shall D•.
Ls—d by the 8uildine Department dung D
this application and final issd+
hermit.
X ,�gned
,\ htc FIa a ved subject to the sondition tne'
rders .and ordinances resulating bulldin[ shall b.
with. with
,;ondttionel{y ADprosaad
less+ >Aled
Bulidlne inspeaw
wo.
CERTIFICATION OF ZONING COMPLIANCE
Proposed bUlding(s), usa(s)andor structure($) as
shown on this plan appear(&)to be in conformance
with current South Windsor regulations. Variances
and special exce tions may apply-
Date/�. � 'S 3 1
Zoning En f rcement Officer
P�
&4/—WCy-r7 r .
DAILY FIELD REPORT
Project Gerich Residence Report No. 1
1451 Ellington Road
Location South Windsor, CT Date 18 April 2001
Client Newsom Construction, Inc. Page 1 of 1
Contractor Earth Works Development, LLC File No. 27651-000
Weather Clear Temperature 50OF
I. CONTRACTOR'S ACTIVITIES:
1. Prior to our visit to the site, Earth Works Development, LLC had excavated to approximate foundation
bearing elevation, 95.0, for the main house.
2. According to Bob Newsom; Newson Construction, Inc., work was suspended when peat and softer
naturally occurring soils were encountered at bearing elevation.
II. FIELD REPRESENTATIVE'S ACTIVITIES:
1. At the request of Mr. Newsom, a visit was made to the site to review the conditions of the excavation
and to direct further explorations and test pitting to aid in evaluation of bearing strata.
2. Directed that several test pits and hand excavated explorations be dug to assess the nature of the
underlying naturally occurring soils and their suitability for foundation bearing.
3. Collected representative samples of soils and prepared logs of soil conditions discovered in the excavated
test pits.
4. Met on site with Cliff Gerich; homeowner, Bob Newsom; Newsom Construction, Inc. and Rich
Williams; Earth Works Development, LLC to discuss project details and scheduling requirements.
5. Telephoned John Dugan, PE; Haley and Aldrich to discus preliminary findings project status.
ATTACHMENTS: None
Field Representative(s) Time on site Report/Travel/Other Total
P. Falce 1230— 1430 (2 hrs.) 1.5 hrs./ 1.0 hr/ --- 4.5 hrs.
Distribution: Newsom Construction, Inc.; Bob Newsom
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DAILY FIELD REPORT
Project Gerich Residence Report No. 2
1451 Ellington Road
Location South Windsor, CT Date 26 April 2001
Client Newsom Construction, Inc. Page 1 of 1
Contractor Earth Works Development, LLC File No. 27651-000
Weather Clear Temperature 50°F
I. CONTRACTOR'S ACTIVITIES:
1. Earth Works Development, LLC (EWD) arrived at the site to begin excavation of unsuitable organic
soils from the foundation bearing area of the house.
2. After moving their Akerman EC200 excavator into the center portion of the previously completed
excavation, Rich Williams (EWD)noted that he would probably spend the remainder of the day casting
previously excavated soils away from the sides of the excavation. This would apparently allow him
room to stockpile additional unsuitable soils which would be generated by the required over excavation.
II. FIELD REPRESENTATIVE'S ACTIVITIES:
1. As no additional critical work was to be accomplished on this day, it was agreed by Mr. Williams and
the writer that they would talk later in the day to discuss the possibility of a visit on Friday, 27 April
2001.
2. As requested, the writer did contact Mr. Williams later in the day and it was decided that we would talk
again on Friday before a visit was made to the site.
3. Met on site with Rich Williams; Earth Works Development, LLC to discuss project details and
scheduling requirements.
4. Telephoned John Dugan, PE; Haley and Aldrich to discus project status and scheduling requirements.
ATTACHMENTS: None
Field Representative(s) Time on site Report/Travel/Other Total
P. Falce 0800-0900(1 hrs.) .25 hrs./ .75 hr/ ---- 2.0 hrs.
Distribution: Newsom Construction, Inc.; Bob Newsom
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DAILY FIELD REPORT
Project Gerich Residence Report No. 3
1451 Ellington Road
Location South Windsor, CT Date 28 April 2001
Client Newsom Construction, Inc. Page I of I
Contractor Earth Works Development, LLC File No. 27651-000
Weather Clear Temperature 45°F
I. CONTRACTOR'S ACTIVITIES:
1. Prior to our visit to the site on this date Earth Works Development, LLC (EWD)had continued
excavation of unsuitable soils from the foundation bearing area of the house. Unsuitable soils had been
removed from the majority of the main portion of the house exposing naturally occurring soils(CLAY
and Silty CLAY).
2. During the time of our earlier visit on this date Bill Todoroff(EWD) worked with an Akerman EC200
excavator in the rear of the central portion of the main house, exposing naturally occurring soil(Silty
CLAY) for foundation bearing at approximate El. 90.0. According to Mr. Tododroff their work plan for
the day was to complete excavation of unsuitable soils in the remaining section of the main house
(southwest comer)and the master bedroom wing. They would then begin to place geotextile filter fabric
over the entire footprint and place and compact crushed stone in lifts up to design foundation bearing El.
95.0.
3. On our return to the site later in the day it was noted that removal of unsuitable soils had been completed
for the main portion of the house and the master bedroom wing. Geotextile filter fabric had been placed
over most of the bottom of the excavation, and an undetermined amount of crushed stone cast into the
excavation. The stone had not been graded or compacted. Foundation bearing soils had been exposed at
approximate El. 94 at the northeast corner of the house(Clayey SILT), and at approximate El. 89 at the
southwest comer(CLAY and Silty CLAY).
H. FIELD REPRESENTATIVE'S ACTIVITIES:
1. Observed the contractor's activities as noted above.
2. Met on site with Cliff Gerich;owner and Bill Todoroff(EWD)to discuss project details and scheduling
requirements.
3. Later telephoned John Dugan, PE; Haley and Aldrich to discus project status and scheduling
requirements.
4. Haley&Aldrich concludes from our observations today that EWD is satisfactorily removing unsuitable
soil down to suitable clay bearing soil, and placing geotextile filter and crushed stone to support the
house foundations.
ATTACHMENTS: none
Field Representative(s) Time on site Revort/Travel/Other Total
P. Falce 0900-1100(2 hrs.) 0.5 hrs./ .75 hr/ ---- 3.75 hrs.
1615-1645 (0.5 hrs.)
Distribution: Newsom Construction, Inc.; Bob Newsom L , ,
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MANHOLE PAVEL) OVER DRIVEWAY EASEMENT = 15.54'
S►IH
EXISTING WATER MAIN ON INV = 88.7' —
NORTH SIDE OF ROAD) SAlV. LATERAL fOR woo99.90
CT. RTE. � INV = 93.4'i � �► r �
ELLINGTON ROAD ( � 61 rSNET 2242
- - - - - - — — — — — � � � ` '
6010
_ gap SNE T 2241
SNET 2239 SN TE 2240 � "
rx
10z
X 10
384.28' T M N.0
1 ALL MOIlUl"TATION FOUND OR SET IS DEPICTED HEREON. r IN78'04'44"
s \ ny, r ,
2. POLE RR - PROPERTY IS wow-oo1sOR.tuG TORE AA FROI/TACE. 10' 40.13 CL&P EASEMENT X 102.
a. AREA of PROPERTY . 2e,429 .a R 20' STREET TREE EASEMENT ,� o \ '� c,1g °� E ;^'
°� " N/F OLIN R. do ,
♦ ON 1/S/r'I lIE ff]U1N riDSOI SOMMG BOARD Of AIKKE i]fYiTID vAOMdC('.4 Ib ' tP �
Im Ale;1,: LOT I .r A b,L , �N.Aa l�R UT 0 .TM. �o F $ILCI 3'v a ELIZABETH GERICH 3 I
N x 1
S. VWtV LOCAnO1K RMiD ON A WVORr SOKIM VY VE CO MACTOR.
r '
10 2�74 SE �. -\
/
�' fF=105.b9
arose" TOWN OF SOUTH WINDSOR TOY►=ID,.9 �' \ vsJ'
I err sI,toll[urea o►w.Rs116.1[ s KARIf�s nAR[xz O GAR FF.103.D0 1 J-
A RA.�N-�,�. ,I�.� , /--.�.a� �, ACCESS EASEMENT IN FAVOR OF N/F
AILY►wao I�ANIED s+r r%mm O a&"* R x 1 F'
2. -"w"facoft"I„„co-,a,RWOUKcommac11xr ,� +:, toz�1s \ ����� OLIN R. & ELIZABETH GERICH
s."Gow it ova. ��` 102,9 7'30'1
P l '>'orooRAwa v r I c wou-souse"Oak •�• t � � 4 28'
TI«�. rsio� 0.YAP R..Tessa X 102.16 hlo r
pwpmm Gomm A ,. ', � PROPOSED R 0 W.
Q POAM'A'-OWN RIM-lac. X 10 10 2
IL /'h . .
sw� ,140411 a �u.R m orc OW- h .7 rJ 0�111m s. YA�k & VonmilsAuitre s�o.atcreliY'seI" �04, �'� TW ANE X 102.E ` - X 101.8
4 CA1 !A7 1
X,1 CEDAR *�.
Y.,
J n
D. '1001 or mink 0000&VORIM%I Y KVM LAWA l RID UXAVOP. P - - ]�
PwAm By 00 C0119"C"CO.WC: INSPIV W OAvm 7/'TNa • 102.3 tea" - - - ROVE �p,GF' r v ra
t 12" TREE GP
\X 101.17 12" TREE �\� 100.98 . ..,� , ,_,�
_ X 100.6Z( 100.33 3
_ � X"
X 105,41 � �w ` ���00 gf 3
7WtS SURVEY AAA YAP HAS BEE% PREPARED K ACCORDANCE WTH SECTIONS 20-300b I 1HRU 20-300b-20 "l `fib [� �
OF THE RfAK"TIONS OF COW,'TK7JT STATE AOENQES - 'STANDARDS FOR SURVEYS AW MAPS IN THE
SUIL OF CON►ECTICUI' AS ENDORSM BY 1HE CONiEC11CUT ASSOCIATION OF LANAI SURVEYORS, INC h
MIS "VEY CQNFORMS TO HORIZONTAL ACCURACY CLASS A-2.
SDJENT
TO 1W BEST OF MY KIMMEDOE AkD . THIS MAY 1 SUBSTANTIALLY CORRECT AS NOTED HEREON. X 104.36 AI DRAINAGE DRAW
RIGHT TOO DRAW
IN FAVOR OF 1451
12882 ELLINGTON RD.
RICHI1Ra ^� ��C. No
Foul"TION AS- U4LT
emoLm T°""°`maim "'+""uqu," RUMSIONS ` RESURVEY PREPARED FOR: SHffT
LOrA"QNS As SWO AK DAsm OR __ GRAPHIC SCALE Bd0 ?91-g755
AMILArj N171rAti6e At1 61/8114 IlhJ1Qign
• I'"""—'-- V VJ/kh �Im U
1 -%1 p„` °" - p rofesslonats. Inc. Clrffabr�d sc. a D.
A,0210"1�LAPV� ,RAINKI=D E f1ARTD* 1451 IEIIaIIgt®Ya ®aid of
#APECS M Sage AW.cra.a SNRMUAE 1 tact orV ve you
a YH[ rROf[20" &A&d *-%Ar[OIt Y At0 LATE OESCfiJPT10N BY :t45 sou"t, sotettits rood. vaiAlt wnasor, connocticut 06074 fOUflI MMIDSOR. CONNECTICUT Ic wy [r•f[ T4/A4
I:
rd 1 s 2001
South Windsor
13UILDING DEPARTMENT
TO THE BUILDIHi, M?!. IV.,, _. '%Mri KINDS00
This certified that this plan and specilic�tiens e.r< true
copies of the proposed building or alterations to be
erected at
�5/ /� l]s Str�e,
together with amendments s ted in application
filed with plan and 1 agre. comply with all zon,-,
Building and state laws and such orders as steal+ c
issued by the Building Department during pendenc•
of this application and final issuance of a building
permit.
Signed
This plan is approved subject to the condition that
orders and ordinances regulating building shall be
complied with.
Conditionally Approved These filed with
Building Inspector 7 ClJri,
!fete No 1.� r�TI
4(;;3 Lv or k
C MFaw/i ei- RECEIVED
OCT 2 3 2001
EN�NT E wINDSOR
EERINi;DEPT
Electric # APPLICATION FOR BUILDING PERMIT
Plumbing# 1451 Ellington Road
HVAC# 1 2 n(10 21 5 FDate:
Sprinkler# Estimated Cost $ a0
`FINAL APPROVALS Permit Fee $
Building COMPLETE RED BOXED AREAS
Occupancy Fee $ le
Eggineering TYPE OR PRINT ONLY Eng. Insp. Fee $
Affidavit ► SIGN ON REVERSE SIDE
Appr.forCO. Total Fee $_-
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ �j'
The undersigned hereby applies to do work according to the following:
Applicant GQ Location of Work N Lot No. _
Applicant's Address Tel # 860k9-y7973;2
Town A Id ld,061 r er Zip Lic.#
Owner fi lrG c.k Architect
Owner's Address WW1 G Architect's Address _
Zip _Zip
Sq.Ft.New Area: 1 st Fl. 2nd Fl. 3rd Fl. Total New Area
Purpose of this permit Ai--ftUG D o 1 d rvkt-tr /
a �bo c
City Water* Well ❑ Septic System ❑ Sewer$( JA1200 S?S
Ins: HO S e Area Basement Garage
Approved by Date s--A 1- Use Group Construction Type
Revlaw 1108
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alteration in the plans or specific of the Building for which this
permit is asked,and agree that this building is to be located the proper dista ce from street lin s,side yard lines,and required
distances from all other zones and is located in which this building and its u is allo d.
1 ,
Signed
I hereby apply for a Certificate of ancv fnPr t or scxbdn this a tion for the permit.
r
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
INSPECTION FIELD SHEET 04/06/22
Printed by Middleton, Morgan 11 39 20
INSPECTION: 48356 FINAL PERMIT:
STATUS:
APPLICATION: 201200525
LOC: 1451 ELLINGTON ROAD
SOUTH WINDSOR
PROPERTY ID: 30301451
OWNER: GERICH JEANETTE D
CONTRACTOR:
REQUEST BY:
PROJ DESC: 21 FOOT ABOVE GROUND POOL.
WORK ORDER:
INSPECTOR: DOUG RESULT: PASS
REQUESTED: PRIORITY:
SCHEDULED: COMPLETED: 07/28/20
UNPAID FEES: 00 Date Time
MILEAGE: 00 TIME: TRAVEL ONSITE
COMMENTS
POOL HAS COMPONENTS AND GRNDNG FOR USE. NOT OPERATING SEASNL
THE POOL PUMP IS NOT RUNNING BUT MEETS THE CODE REQ. FROM THE DATE OF
INSTALLATION 2012. ACCESS PROTECTION, TIME CLOCK gfi PROTECTION, GROUNDING
AND NEW OWNER SHALL INSTALL FLOATING ALARM FOR POOL SURFACE
Town of South Windsor
Building Department
Location Building permit# (moo c)�bg
SWIMMING POOL REQUIREMENTS:
This list is not all inclusive,please refer to pool packet.
❖ A 48"barrier shall be provided to protect pool access. Including a temporary fence for inground
pools prior to excavation.
❖ Access gates shall be self closing and self latching(if less than 54"high the latch shall be on the
pool side and be protected within 18"of release mechanism).
❖ Doors providing direct access to the pool area shall either have an alarm,a self closing self
latching device 54"min.from floor or the pool shall be provided with a safety cover.
❖ No receptacle within 10'of pool. (Except locking type receptacle for pool equipment,must be at
least 5'from pool and GFCI protected).
❖ All metal parts of the pool structure,fixed metal parts within 5"of pool,pump motors etc.,shall
be bonded with a minimum#8 solid copper wire using proper bonding lugs.
•:% Convenience GFCI receptacle shall be provided between 10'and 20'from pool.
❖ Trench depth for 20 amp.max.GFCI protected circuit to pool equipment shall be 12"deep min.
❖ A surface pool alarm shall be installed pursuant to Public Act 99-140.
❖ All swimming pool pumps shall be provided with a time clock.
❖ Entrapment avoidance shall be in accordance with the provisions of Section AG106
REQUIRED SWIMMING POOL INSPECTIONS:
The following is a list of inspections that need to be performed prior to the continuation of work. Request
for inspections can be made by calling the Building Department at 860-644-2511.(24 hour notice required)
1. TRENCH AND BONDING-Electrical trench depth verification and bonding of pool and metal
appurtenances including metal reinforcing for gunite pools and concrete decks.
2. FINAL ELECTRICAL-Location of equipment and GFCI protection,pump timer and convenience
outlet provided.
3. FINAL-Swimming pool access protection must be in place before pool may be used.
Each swimming pool installation requires a Building and an Electrical permit. Additional permits and
inspections may be required for pool decks.
I have read and understand the requirements listed e.
Applicants Signature Date ^3'
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tow" sf�
Town apsoudt ?d&U&Ot
O
s � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
Solt-co�'� AREA CODE 860/644-2511
CERTIFIED MAIL
September 22,2003
Mrs. Laura Gerich
1451 Ellington Road
South Windsor, CT 06074
Re: App103-55P,Gerich Interior Lot
Dear Mrs. Gerich:
At its September 16,2003,meeting,the Planning and Zoning Commission voted to approve your
request for Resubdivision and Special Exception for Article 4.6.1 for an interior lot at 1457
Ellington Road,RR zone for the above referenced application.
This approval is subject to the following conditions:
1. Drainage and construction for this lot is subject to the approval of the Town Engineer.
2. The lot shall be serviced by the Town of South Windsor sanitary sewer system and is subject
to the approval of the Water Pollution Control Authority.
3. Water shall be supplied to this lot by public water.
4: Fire Marshal's approval is required for driveway configuration.
5. All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
6. All easements for conservation purposes, drainage or utilities,that may be required in
connection with the approval of this lot,must be submitted on standard Town easement form
where appropriate,to this Commission prior to filing the mylars and issuance of building
permits.
7. -Footing drains are required for the house. Prior to the building of any structure on a lot, a
topographic map,drawn to a scale of 1"=40', shall be submitted,showing proposed
contours, elevations and the location of the footing drains.No building permit will be issued
until the proposed contours, floor elevations and location of footing drains have been
approved by the Town Engineer.
8. If, for any reason,finished grading and other site work is not completed,the Town Engineer
shall determine the amount of a cash bond to ensure final grading and site work.This cash
bond must be submitted prior to issuance of a Certificate of Occupancy.
9. No building permits will be issued until all modifications have been complied with, and the
final plans have been filed in the Town Clerk's office.
10. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section
4.13.10 of the zoning regulations.
11. Engineering comments dated 9/2/03 must be addressed to the Town Engineers satisfaction.
Black and white transparent mylars of Sheet#2 with the above modifications,together with three
blueprint copies of the entire set of plans must be submitted to this Commission within 30 days
to be stamped and signed. The letter of approval of this Commission must be reproduced on the
mylars.
After the mylars have been signed by the Commission,they will be returned to you for filing in
the Office of the Town Clerk by January 3,2004. After filing these plans, a copy of the receipt
must be submitted to the Planning Department.
The attached Special Exception form must be completed and filed in the Town Clerk's office.
The special exception will take effect upon filing.
Sincerely,
Kevin McCann, Chairman
Planning and Zoning Commission
KMcC/kah
cc: Town Engineer
Chief Building Official
Assessor
Design Professionals, Inc.
I, Kevin McCann,Chair of the South Windsor Planning&Zoning Commission,hereby certify
that on September 16,2003, the Planning and Zoning Commission granted to Laura Gerich a
Special Exception to Article 4.6.1 of the Zoning Regulations to allow an interior lot on property
located at 1457 Ellington Road, as shown on plans prepared by Design Professionals, Inc., 165
Satellite Road, South Windsor, Connecticut, 06074
Assessor's Map#50 and Parcel Number 3:
More particularly bounded and described as follows:
Beginning at an iron pin in the Southerly line of said Ellington Road, formerly known as
Connecticut State Highway Route No. 15,which point is the Northeasterly corner of the land
herein described and the Northwesterly corner of land now or formerly of Santo G. Castro, et al;
thence running in a Southeasterly direction along land now or formerly of said Santo G. Castro,
et al,and land now or formerly of one Stoughton, in part by each,Five Hundred Forty-two and
twenty-three one hundredths(542.23) feet,more or less,to a point;thence running Southwesterly
along the Podunk River,Three Hundred Seventy-one(371)feet more or less,to a fence; thence
running Northwesterly along said fence, Sixty-two (62)feet to a point; thence running
Northeasterly along another fence at an interior angle of 91°24' with the last described line, One
Hundred Twenty-nine and eighty-five one hundredths(129.85) feet,to a point;thence running
Westerly at an interior angle of 276' 02' with the last described line along land now or formerly
of one Miller,Four Hundred Fourteen and one tenth(414.1) feet to a point;thence running in a
Northeasterly direction at an interior angle of 94° 53' with the last described line, One Hundred
One and forty-five one hundredths(101.45) feet to a point;thence running in a Northwesterly
direction at an interior angle of 227° 15' with the last described line,One Hundred Thirty-eight
and eighty-four one hundredths(138.84)feet to the Southerly line of said Ellington Road;thence
running in an Easterly direction at an interior angle of 66'09"with the last described line along
the Southerly line of said Ellington Road, One Hundred Ninety-five and forty-three one
hundredths(195.43) feet to a C.H.D.bound in said Ellington Road;thence continuing in an
Easterly direction at an interior angle of 188°38' 30"with the last described line, along said
Ellington Road,Thirteen and one one-hundredth(13.01) feet to the point or place of beginning,
the last described line making an interior angle of 134°44' 30"with the first described line.
OWNER OF RECORD: Elizabeth J. Gerich
Dated at South Windsor, Connecticut this 23rd day of September,2003
In accordance with CGS Section 8-3d
Kevin McCann, Chairman
Planning&Zoning Commission
Received for record this day of 919 , at
South Windsor,Connecticut ATTEST:
on
ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT
EXCAVATE A 6"x6" TRENCH FENCING TO THE LEGEND
5'UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THE POST
FOR STABILITY FENCING
AND SELF-
CLEANING. 0 IRON PIN TO BE SET -
95 o MONUMENT TO BE SET
- � 12" MIN.
_ -300- - EXISTING CONTOUR
11=11 �1=III=11�111=III= 11=11 l�IT1=III=III=11P 30o PROPOSED CONTOUR
-III- III-I i i-
T=III=III i=III=III= III-
-III-III-1Tr III-III-II x 287.3 PROPOSED SPOT GRADE
SILT FENCE
x261.94 EXISTING SPOT GRADE
3. ATTACH FILTER FABRIC TO 4. BACKFILL THE ■ EXISTING MONUMENT
FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL.
COMPACTED
BACKFILL
11=1 I l 1=1 11=1 I III-I 11- 'I 1=1 I
=1 11=1 11=1 11=1 I I
r�rr�m-ram
1=II Fill =�11 111 i
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
MANHOLE PAVED OVER DRIVEWAY EASEMENT = 15.54'
SMH
(EXISTING WATER MAIN ON INV = 88.7' _ _ �2 -
NOTES: NORTH SIDE OF ROAD) PROP.SAN. LATERA MAC000
mom ► " '� 99.90
INV = 9=.4" = woo .+ SNET /2� 2
ELLINGTON ROAD (CT., O) �
1 � .61
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. OO-- ``i T �` _ - _ _ ` - =.• 0 ^ - ' i
2. ZONE = RR - PROPERTY IS NON-CONFORMING TO AREA, FRONTAGE.
'�`` ' 1 ' ,JC�24�--
-.SNP 2239_ 4.39_I�JE1 22-49• �'
3. AREA OF PROPERTY = 26,429 sq. ft. _ 102.54 ,
0.60 ac. - 101.43 X
384.28' TO MONh
4. NO WETLANDS NOR WETLANDS BUFFER ON THE SUBJECT PARCEL 10' CL&P EASEMENT ' N7g"o�3°
PER FIELD DETERMINATION OF HIGHLAND SOILS (JOHN IANNI), AUG. 2000. 20' STREET TREE EASEMENT CHD1 W PK / ♦ ��
+ ¢ ANTI-TRACK APRON
5. PARCEL IS IN FLOOD ZONE C - AREA OF MINIMAL FLOODING, FIRM COMMUNITY 6" OF 2" STONE ON FILTER FABRIC
PANEL NUMBER 090036 0005 C, MAP REVISED MAY 17, 1988. �," j/ o� a �o`1' �� N/F OLIN R. &
o a� X 101.61 ELIZABETH GERICH
6. PRIOR TO ANY CONSTRUCTION ACTIVITIES ON SITE, THE CONTRACTOR SHALL r ' " F s 12 �� x 102.0
CALL "CALL BEFORE YOU DIG" 1-800-922-4455 AND HAVE ALL I 6 01. 1 iL
UNDERGROUND UTILITIES MARKED.
16� in
X 99.39 99 82 2' 100
7. COORDINATES ARE BASED ON NAD 83 DATUM. / 36 I ems.
� � /� 1 2.5.T.o.W- X �9 73
8. TOPOGRAPHY IS BASED ON ASSUMED DATUM. \ I 5 '9 �� Qo•
N/F . �/ ° �° `' `��'• s� ACCESS EASEMENT IN FAVOR OF N/F
12.°$' 6.92 1, 02.o s ��, OLIN FR. & ELIZABETH GERICH
9. ON 4/5/01 THE SOUTH WINDSOR ZONING BOARD OF APPEALS GRANTED VARIANCES TO TOWN OF SOUTH WINDSOR rv° at, ,�\ �. �,
SEC. 10.2 FOR LOT AREA OF 26,429 sq. ft., 40 ft. LOT FRONTAGE, 167 ft. LOT DEPTH, ` GAR.=102.0 S7'30'1
AND 11.63% LOT COVERAGE. f 0/ 8.125' N 1A 9.90 14.28'
��q>� X 102.0 / '1-, � PROPOSED R.O.W.
01
30" di a to be __ SO,� 101.13
i remov for constru tion� y12" T EE CEDAR
MAPLE`< fffl GROVE
r �
x 9
� X W // X 99. 3 ,x100.0
REFERENCES: 100.46
` 12" TREE" Foy o S
1. MAP OF SOME LAND OF MARGUERITE S. KARLSEN & KLARENCE 100.98
A. KARLSEN-SOUTH WINDSOR, CONNECTICUT". SCALE 1"=100', DATED N>>04 k 99 FOR��39'F 3
JULY 9,1970. PREPARED BY EVERETT 0. GARDNER. .`�249��jy��0
X 04>�9
2. "PROPERTY OF CARMELO LITRICO-SOUTH WINDSOR, CONNECTICUT". - -
SCALE 1"=60', DATED AUG. 1949, REV. TO MAR. 3, 1953. PREPARED - - - - - -
BY ROBERT H. CHAMBERS. cn n
cv
3. "TOPOGRAPHIC PLAN-LAND OF ERNEST E. REICHLE-SOUTH WINDSOR, -
103.23 DRAINAGE EASEMENT
CONNECTICUT . SCALE 1"=40', DATED FEB. 3, 1982, MAP No. 5853. & RIGHT TO DRAININ FAVOR of 1451
PREPARED BY GARDNER & PETERSON ASSOCIATES.
ELLINGTON RD.
��■xor
g �
4. "RESUBDIVISION-REMAINDER OF PARCEL "A"-GREEN RIDGE-SEC. III, co+v
■�-e�
SOUTH WINDSOR, CONNECTICUT-SUBDIVIDER U & R HOUSING CORP.- �*o�'�•
99 EAST CENTER STREET, MANCHESTER, CONNECTICUT". SCALE 1"=40', OWNERIAPPL/CANT
DATED FEB. 5, 1976, REV. TO AUG. 3, 1976. PREPARED BY EVERETT CLIFF GERICH
0. GARDNER & ASSOCIATES. 22J BROOKFIELD ST.
SOUTH WINDSOR, CT 06074 F
N a 7 4
5. TOWN OF SOUTH WINDSOR SANITARY SEWER LATERAL FIELD LOCATION", TEL. (860) 646-9025 9 p
PREPARED BY COVEN CONSTRUCTION CO., INC.; INSPECTION DATED 7/7/98.
jONF.I..ut;,
Z x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WTH SECTIONS 20-300b-1 THRU 20-300b-20 GRAPHIC SCALE ■ (860) 291-8755 RESURVEY PREPARED FOR: SHEET.
Oil II LOCATIONS AS SHOWN ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTCUT STATE AGENCIES- "STANDARDS FOR SURVEYS AND MAPS IN THE ,�/�z INFORMATION. ALL EXISTING U71LI11ES SHOULD STATE OF CONNECTICUT"AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 40 0 20 40 , ■ � ���1p�/
m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY C SS A-2. es�gn I�Sfff/// u Clifford R. & Jeanette D. Gerrch
m 2. ALL UTILITIES ARE S V STAKED IN THE FIELD TO THE BEST OF.MY-KNOWLEDGE-ANB-BB , 'AP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. OfeSSlOnais Inc.
BY S LICENSED LAND SURVEYOR PRIOR TO Dor DEW,*GBS DRAWN.'SGB CHECKED:RPM �,, �� �a��IlJ���®� ���.�
CONSTRUCTION. 2 4 6 01 ZBA APPROVAL MHA -��--' == IN FEET
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3 19 01 TOWN COMMENTS 58 _ ■ 1
IMPRESSION SEAL AND ORIGINAL SIGNATURE ----- 12882 - , JOB NO.: 134D DATE•11-16-00
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTJON BY RICHARD P. MARTEL UC.No. 1 inch = 40 ft. civil engineers • planners • surveyors �.,®y'�)� ����0)� l�i®� �,II,II��,�
165 south satellite road, south Windsor, connecticut 06074 DRAWING NO.: 1 PP. y
i H' Y I 7 ♦ ,y M
y #a
r 4-
w. {
1. SET POSTS AND
' STAPLE'TME SILT
ANGLE POSTS EXCAVATE A 6'x6' TRENCH FENCING TO THE -
s UPSLOPE UPSLOPEPOST
EXCAVATE
FROM POSTS. SILT END OF THE POST LEGEND
..
OR S A81 ^IN
FEN.. C •fir -
•
A1m SELF-
CLEANING. 0 IRON PIN TO BE SET
95• r 12• MIN. O MONUMENT TO BE SET r
EXISTING CONTOUR ;
PROPOSED CONTOUR
m
PROPOSED SPOT GRADE _ 1 a
mom SILT FENCE 4
4� } •,ry ',`.R4 P`ti. 'tRM'� -�- 'rc T N s �. �, - � 'x > -�...
x261.94 EXISTING SPOT GRADE
.., yew I :;:t x .�i,r � �.. f-- ,• .'�� ,�; '�
1, .a - ;. N:a„-• "r�I ? �� fir. .�
F 4. CKRLL THE '� = !� `µ. .'.1._ .� „J' 1•. -r
3 ATTACH FILTER FABRIC TO 9A ■ EXISTINGMONUMENT '.� �• ''+�-. � ..- '�*. < ,
'.:� -r'-F �'-, e'•.
FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT -,3 ;-.��; •�,%: ,Y ;..,4 '�`i�.: _5 -+t.; .;' -�.
THE EXCAVATED SOIL
�T INTO THE TRENCH •-•. +.'JrR, �'I �^.
r
FABRIC I 0 E ���'1� �*5'.r. � cr.' '•,.•.'.
f
COMPACTED
BACKRLL -
,
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
-
,
_ a
f.
f t
k:
_ �;-��. •� ICI ? '"" � DRIVEWAY EASEMENT 15.54'
E PAVED OVER i �s
v
MA1Vf•tdL
SMH
WATER MAIN
,
(EXISTING ��-0
IS RO � 3s
NOR SIDE OF ROAD) PROP.SAN. LATER FORCE ��iN_ r r .. �
N
NOTES: r - RTE. 0) INV = 93. 000 f SNET22 s
T ..
ELLINGT N A C '' _ •� � •�"
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 1 - - -' '- '- - - -- - -- =>� -- - - - - - _ _ _ _ � o 0 _�T -
o-� m Sur . ��R�.L�\u r000 woo
SiYC i 24-+� �' �;., _ r•;'.
2. ZONE = RR - PROPERTY IS NON-CONFORMING TO AREA, FRONTAGE. 77
SN F_ 2239
__Sty!E.I 2 249-
3. AREA OF PROPERTY = 26,429 sq. ft.
' 384.28' TO MO H ` .� 4 44 E
�10' CL&P EASEMENT ' ,� m N78'013 y
4. NO WETLANDS NOR WETLANDS BUFFER ON THE SUBJECT PARCEL 40.
EL 101. 2 �:... . .. .
PER FIELD DETERMINATION OF HIGHLAND SOILS (JOHN IANNI), AUG. 2000. 20' STREET TREE EASEMENT CHD W�PK / �\
ANTI-TRACK APRON
5. PARCEL IS IN FLOOD ZONE C - AREA OF MINIMAL FLOODING, FIRM COMMUNITY O� 6. OF 2' STONE ON FILTER FABRIC
PANEL NUMBER 090036 0005 C, MAP REVISED MAY 17, 1988. -a $ �o �� N/F OLIN R. &
' o ELIZABETH GERICH
6. PRIOR TO ANY CONSTRUCTION ACTIVITIES ON SITE, THE CONTRACTOR SHALL e �� X 102,0
CALL "CALL BEFORE YOU DIG" 1-800-922-4455 AND HAVE ALL tr,r rn
UNDERGROUND UTILITIES MARKED. ;;_= ' r 2' 100
T.O.W.-104.4
7. COORDINATES ARE BASED ON NAD 83 DATUM. ' � \ �,r�s,
- F.F•=,°5.+ p
\� ACCESS EASEMENT IN FAVOR OF N/F
8. TOPOGRAPHY IS BASED ON ASSUMED DATUM. °i '• N/F � Q6 ,2.oe' 6.92 '\ �� � OLIN R. & ELIZABETH GERICH
9. ON 4/5/01 THE SOUTH WINDSOR ZONING BOARD OF APPEALS GRANTED VARIANCES TO N OF SOUT, WINDSOR GAR.-103.4 s73o;,
SEC. 10.2 FOR LOT AREA OF 26,429 sq. ft., 40 ft. LOT FRONTAGE, 167 ft. LOT DEPTH, a "`'4 �� ' /� �1�. t 14.2 8
AND 11.63% LOT COVERAGE. � �1 0/ ' / \ 1 X 103.0 / � PROPOSED R.O.W.
v
30" die,, tree to be \ O
removed for con tion -,ft
REFERENCES:
1. "MAP OF SOME LAND OF MARGUERITE S. KARLSEN & KLARENCE
A. KARLSEN-SOUTH WINDSOR, CONNECTICUT". SCALE 1"-100', DATED �0424
JULY 9,1970. PREPARED BY EVERETT 0. GARDNER.
2. 'PROPERTY OF CARMELO LITRICO-SOUTH WINDSOR, CONNECTICUT". h 30 3s• ^" ``"'
SCALE 1"=60', DATED AUG. 1949, REV. TO MAR. 3, 1953. PREPARED - - - - - I s?
BY ROBERT H. CHAMBERS. _ _ _ _ _ _ 04
_ DRAINAGE EASEhIINT
3. "TOPOGRAPHIC PLAN-LAND OF ERNEST E. REICHLE-SOUTH WINDSOR, do RIGHT TO DRAIN
CONNECTICUT"- SCALE 1"=40', DATED FEB. 3, 1982, MAP No. 5853. IN FAVOR OF 1451
PREPARED BY GARDNER & PETERSON ASSOCIATES. ELLINGTON RD.
4. "RESUBDIVISION-REMAINDER OF PARCEL "A"-GREEN RIDGE-SEC. III, en�oNsxa��A�
CON/P FC rP.
SOUTH WINDSOR, CONNECTICUT-SUBDIVIDER U & R HOUSING CORP.- ,+l
99 EAST CENTER STREET, MANCHESTER, CONNECTICUT". SCALE 1"=40', OWNER/APPL/CANT 4ad��A� p
DATED FEB. 5, 1976, REV. TO AUG. 3, 1976, PREPARED BY EVERETT CLIFF GERICH 4/���6 ��e!
0. GARDNER & ASSOCIATES. 22J BROOKFIELD ST a���' �_„ o • .
SOUTH WINDSOR, CT 06074 � 2•�
5. "TOWN OF SOUTH WINDSOR SANITARY SEWER LATERAL FIELD LOCATION", TEL. (860) 646-9025 R � t¢ &747 T 4' '�
PREPARED BY COVEN CONSTRUCTION CO., INC.; INSPECTION DATED 7/7/98. x90: l p ;'<v',+
' 1. UNLESS OTHERMSE NOTED, "STING UTILITY REVISIONS THIS SURVEY AM MAP HAS BEEN PREPARED IN ACCORDANCE MTH SECTIONS 20-30ob-I THRU 20-300b-20 GRAPHIC SCALE (860) 291-8755 RESURVEY PREPARED FOR: SHEET
O M X EE
LOCATIONS As SHOW/ ARE BASED ON AVMA/IE OF 'HE REGMA71ONS OF CONNECnCIJT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE � � N�III�nQ'�VJ
Z INFORMATION. ALL EXISTING U111UT16S SNOUID STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAID SURVEYORS INC. 40 0 20 40 �77 lllS�� IYI
! BE FIELD VERIFIED PRIOR TO 0ONSINUCT10N. T44S SURVEY CONFORMS TO HORI2W.AL ACCURACY CLASS A-2. esign Clifford R. & Jeanette D. Gerrch 1
1'I 2. ALL UTILITIES ARE TO BE STAKID N THE FELL 3 4 1 01 RAISE HOUSE MHA TO THE BEST OF MY K BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
BY A L>XNSED LAW 4,R�PMW ,n rofessionais, Inc. �,V,Gas ��,w:SG8 01rLWED.•RPM 1451 IE�U ton Road 1
CONSTRKIM 2 4 1 ZBA APPROVAL MHA - J ( IN FEET
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1 TOW N1 COMMENTS S8 1M2 ,xa9 ADO.: 1340 DA 1F 11-16-00
MPRESMON SEAL AID oRIOI+AL Sltatr►TtxNE NO DATE DESCRIP77ON Br RIa+ LIC. NO, 1 inch = 40 ft. _ .«' • _ • • °� 'g SOUTH VaNDSQR, CONNEC'I'ICUT
OF THE 1B5 mouth scUe!�' ,ad, asor co - 00074
202000511 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER CERTIFICATE OF USE
DATE: 07/28/2020 FEE:
GIS ID: 30301451 ZONE: RURAL RESIDENTIAL
MUNIS APPLICATION # 201200525
THIS IS TO CERTIFY THAT 1451 ELLINGTON ROAD UNDER APPLICATION NUMBER 201200525
CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE
ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS
INDICATED BELOW:
APPROVED FOR OCCUPANCY 21 FOOT ABOVE GROUND POOL.
RECEIVED POOL PACKET.
SPECIAL CONDITIONS
NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM
THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
7/28/2020 4:22 PM ANY CIIANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY
12000215 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 05/07/12
GIS ID:30301451 FEE: 30.00
MUNIS APPLICATION# 201200525 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: GERICH CLIFFORD R AND ADDRESS: 1451 ELLINGTON ROAD
ADDRESS: 1451 ELLINGTON RD - OWNER: GERICH JEANETTE D
S WINDSOR,CT 06074-2604 1451 ELLINGTON RD
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: 21 FOOT ABOVE GROUND POOL.
RECEIVED POOL PACKET.
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
5/7/2012 10:31 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1200192 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 06/08/12
GIS ID:30301451 FEE: 15.00
MUNIS APPLICATION# 201200525 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: GERICH CLIFFORD R AND ADDRESS: ' 145 1,ELLINGTON ROAD
ADDRESS: 1451 ELLINGTON RD OWNER: GERICH JEANETTE D
S WINDSOR,CT 06074-2604 1451 ELLINGTON RD
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: 21 FOOT ABOVE GROUND POOL.
RECEIVED POOL PACKET.
WIRING FOR ABOVE GROUND POOL.
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
6/8/2012 11:19 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE