HomeMy WebLinkAbout103 CLIFFWOOD DR Electric# 103 C 1 i f fwo(APEh�9'TION FOR BUI ING PERMIT
Plumbing# Date: d O
HVAC # 731263
Sprinkler#
FINAL APPROVALS _- _ - Estimated Cost $ _
Building COMPLETE RED BOXED AREAS Permit Fee $
to
Engineering TYPE OR PRINT ONLY Occupancy Fee $
Affidavit Eng. Insp. Fee $
Appr. for CO. ,e P SIGN ON REVERSE SIDE , Total Fee ,s $ _
TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional dos t) $
The undersigned hereby applies to do work according to the following:
Applicant AFMI?sReK LA'NJDSOP0LX4-ocation of Work 10 C& ZW•• S W 1410SGyL Lot No.
Applicant's Address A&A -3R 1 Tel.# A0 9*7&•3S3y
Town 7211AAV. GT— Zips Lic.# 53-6-002—
Owner Architect 'DQs : Jew'
Owner's Address 103 C41 FF___ _M Architect's Address 'M-tA1bp CI-oar0
Zips Zip_.
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit
City Water Well❑ Septic System❑ Sewerel,
Ins: HO S Cert. Area Basement Garage
Approved by ► " Date Use Group Construction Type
Revised 6102 63
/Q
V
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 specifications of the Building for which this
permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in which this build' g and its use is allowed.
Sign
I hereby apply for a Certificate:00C for the wor de
scribed in this application for the permit.ermit.Sign
DON E BELOW THIS LINE
INSPECTION COMMENTS
Y HARI ASUSUMILLI
& SUREKHA KONDAPALLI
111 CLIFFWOOD DR.
INSTALL AND MAINTAIN SILTFENCE EDGE OF FIELD LOCATED INLAND WETLANDS 3
DURING CONSTRUCTION
(LIMIT OF FILL DISTRIBUTION AREA)
lvF8
LIMIT OF ON-SITE FILL DISTRIBUTION AREA
BENCH MARK TOP OF 3/8"IR
SURVEY CONTROL POINT
ELEVATION=200.00
di
jPROPOSED
TEMP, r� _ 1 24 FT. 1 �� Ian WF 1
STOCKPII.E� 1 �O o IDIAME ABOVE
J °' ALLO�
� �W
$ / GR D OOL I `\ ALL
IR APPROXIMATE 1 \ ALL `
HOUSE 41
LOCATION I r — `\
&sz` WF 18 r
/ Ir \ Iqr \ PROPOSED AREA OF DISTURBANCE
IN WETLANDS UPLAND REVIEW AREA
2,350 SQ.FT./0.05 ACRES ALL
P P�\O I / /
I / ALL
0
I 1
O �
cp 'O
LOT AREA GP ��wo_�
O 30,552 SQ.FT.
O 0.70 ACRES
Q � N/F
.� LOT 13
MARIA GRACINDA
L' PORTAL - CORREIA
97 CLIFFWOOD DR.
103 C 1 t- c�ro�� �► )r 1
n r,6a,o qr-,-,i0 +U
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APPLICATION FOR HVAC PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT 1 3 D®I�q
A RO 1540 SULLIVAN AVENUE Bldg. Permit!#
644-2511 ext. 230
P:Z�
�D t'e` Building Insp
Application must be printed or typed
FEE SCHEDULE F
o ation of Job:$041,000=$15.00Over$1,000= Street Lot No.
$15.00 per$1,000 _
or any fraction thereof Tenant Designation Apt.No.
APPLICANT
APPLICANT ADDRESS �; 'l1"
IVW r °r6L 0�7_
APPLICANT'S PHONE#
OWNER o G 1 (,<JGC 1 v
pW N SFq< OWNER ADDRESS G h n G '
14 j 4 0 '
OWNER PHONE
O = ESTIMATED COST$ G
C .
WA ` IS THIS A CONTRACT COST? XYes No
'S+ FEE ENCLOSED$
TYPE OF JOB: /7
��$OR•CQ� New Installation
Alteration/Addition/Repair
Revised 03/05/10
APPLICATION FOR HVAC PERMIT(Continued from reverse side)
TYPE OF SYSTEM: TYPE OF BUILDING:
❑ HEATING ❑ RESIDENTIAL
❑ A/C ❑ COMMERCIAL
❑ VENTILATION ❑ INDUSTRIAL
HEATING
❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS.
❑ HYDRONIC ❑ WARM AIR ❑ UNIT RADIANT HEATER
EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION
DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF
TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.)
GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH)
TYPE OF FUEL
❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY
❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW
AIR CONDITIONING
DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF
TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.)
TONNAGE COOLING CAPACITY(BTUH)
VENTILATION
DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT)
TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM)
(PLANS MUST ACCOMPANY APPLICATION)FURTHER DESCRIPTION OF WORK T ) r,4 �-ter jfj/ ,r.I^h
THE UNDERSIGNED HEREBY 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
PE`RFOI�NCB OF SUCH WORK.
Vey 6 /_--
CONTRACTORS LICENSE NO. TYPE STATE _
V
" - d
SIGNATURE OF 45�7 DATE
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
A TOWN OF SOUTH WINDSOR PERMIT#
pplication is hereby: I �
BUILDING DEPARTMENT
O�
APPROVE BUILDING
SULLIVAN AVENUE
1 644-2511 ext. 230 Bldg. Permit#
Dnt BWU ing�spmt
Application must be printed or typed
FEE SCHEDULE ��++ Location of Job:
O?j C-h 'C w Ott A
$0-$1,000=$15.00 Street No. ��
Over$1,000= Street Lot No.
$15.00 per$1,000
or any fraction thereof Tenant Designation
Apt.No.
APPLICANT E- WW-a Tjt e,, S
APPLICANT ADDRESS _ I to Art:+c r<S S Ct fc1--
tt!-e-w%A /\ C-7- CMG(I I
APPLICANT PHONE# 'E Co 0 - G&-7- I `j y g
O W N 3�4< OWNER �M r �' 1�'!r S t i l 1�M S
f OWNER ADDRESS _ 10 .3 CI t wcjy4 Dr --
4 r OGo
. o n ro 7�f
CC -. rr., OWNER PHONE_- F GU- G YY- 1/ G
C ESTIMATED COST$ �,Qub,`- "
�. IS THIS A CONTRACT COST? —Yes —No
Ql �G FEE ENCLOSED$ 1 20-"u
TYPE OF JOB: -,#-- 142y5 6
SpR.CO
—New Installation
—Alteration/Addition/Repair
Revised 4/01//2002
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
SIDENTIAL BUILDING PERMIT APPLICATION? ClYES El No
❑BUSINESS CURRENT USE AND OCCUPANCY
Cl ASSEMBLY
O MERCANTILE
❑ EDUCATIONAL FUTURE USE AND OCCUPANCY
0 INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
OSTORAGE
0 GARAGE ADDRESS
❑MIXED USE
(Other please specify) CITY STATE ZIP
TYPE OF INSTALLATION/WIRING METHOD
SIZE OF SERVICE SIZE OF MAIN CONDUCTORS
NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑ YES ❑NO
NUMBER 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
S k-*,k` 'r whrx ( , ) I`FKW G-uU4c ccn,c/'-,+tar
20U r\M,n S9- ytrs-
T
THE UNDERSIGNED HEREBY 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
PERFORMANCE OF SUCH WORK
�-
CONTRACTORS LICENSE NO STATE
SIGNATURE OF APPLICANT DATE_ J�/Y/!3 .
^'T GUARDIAN° SERIES
STANDBY GENERATORS - PREPACKAGED
Air-Cooled Gas Engine Generator Sets
INCLUDES: Standby Power Rating
• True Power® Electrical Technology
• Two Line LCD Tri-lingual
Digital Nexus`" Controller ' '�' 'r '-- '
• 10, 12 or 14 Circuit Automatic Transfer
Switch with Built-In Priority Load Center
• Electronic Governor - -------
t
• Pre-wired External Connection Box i
• External Main Circuit Breaker
& System Status LED Indicators -
• Sound Attenuated Enclosure -
• Flexible Fuel Line Connector
• Composite Mounting Pad �E^'ERAc
• Pre-wired conduits
• Natural Gas or LP Gas Operation '� •
• 3 Year Limited Warranty
C UL US FIOUSEKEEPING NG• UL 2200 Listed LISTED w*�
FEATURES
are key components of
GENERAC'S success in"IMPROVING POWER BY DESIGN." But it This state-of-the-art power maximizing regulation system is standard on
doesn't stop there. Total commitment to component testing,reliability all Generac models. It provides optimized FAST RESPONSE to changing
testing,environmental testing,destruction and life testing, plus testing load conditions and MAXIMUM MOTOR STARTING CAPABILITY
to applicable CSA,NEMA,EGSA,and other standards,allows you to by electronically torque-matching the surge loads to the engine. An
choose GENERAC POWER SYSTEMS with the confidence that these unequalled±1%voltage regulation.
systems will provide superior performance.
Superior harmonics and from Generac's extensive dealer
sine wave form produce less than 5% Total Harmonic Distortion for utility network provides parts and service know-how for the entire unit,from the
quality power.This allows confident operation of sensitive electronic equipment engine to the smallest electronic component.
and micro-chip based appliances,such as variable speed HVAC.
Long life and reliability are
PROTOTYPE TESTED NEMA M131.22 EVALUATION synonymous with GENERAC POWER SYSTEMS. One reason for this
SYSTEM TORSIONAL TESTED MOTOR STARTING ABILITY confidence is that the GENERAC product line includes its own transfer
systems and controls for total system compatibility.
GENERAC" I-M
FEATURES Guardian® Series Standby Generator - 8 kW - 10 kW - 14 kW
•Generac(OHVI)Design Maximizes engine"breathing"for increased fuel efficiency. Plateau honed cylinder walls and plasma
moly rings help engine run cooler,reducing oil consumption. Because heat is the primary cause of
engine wear,the OHVI has a significantly longer life than competitive engines.
•"Spiny-lok"cast iron cylinder walls Rigid construction and added durability provide long engine life.
-Electronic ignition/spark advance These features combine to assure smooth,quick starting every time.
•Full pressure lubrication system Superior lubrication to all vital bearings means better performance,less maintenance and significantly
longer engine life.Now featuring a 2 year/200 hour oil change interval.
-Low oil pressure shutdown system Superior shutdown protection prevents catastrophic engine damage due to low oil.
-High temperature shutdown Prevents damage due to overheating.
•Revolving field Allows for smaller,light weight unit that operates 25%more efficiently than a revolving armature generator.
-Skewed stator Produces a smooth output waveform for compatibility with electronic equipment.
•Displaced phase excitation Maximizes motor starting capability.
-Automatic voltage regulation Regulates the output voltage to t 1%prevents damaging voltage spikes.
•UL 2200 Listed For your safety
-Fully Automatic Transfers your vital electrical loads to the energized source of power.
-Pre-wired,color coded conduits Ensures the easiest,trouble free installation.
-Remote Mounting Mounts near your existing distribution panel for simple,low cost installation.
•UL Listed For your safety
-Manual/Auto/Off switch Selects the operating mode.
-Utility voltage sensing Constantly monitors utility voltage,setpoints 60%dropout.80%pick-up.of standard voltage.
-Generator voltage sensing Constantly monitors generator voltage to ensure the cleanest power delivered to the home
-Utility interrupt delay Prevents nuisance start-ups of the engine,adjustable 10-30 seconds.
-Engine warm-up Ensures engine is ready to assume the load,setpoint approximately 5 seconds.
-Engine cool-down Allows engine to cool prior to shutdown,setpoint approximately 1 minute.
•Programmable seven day exerciser Operates engine to prevent oil seal drying and damage between power outages by running the
generator for 12 minutes every week.
-Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature.
•Main Line Circuit Breaker Protects generator from overload.
-Electronic governor Maintains constant 60 Hz frequency.
-Weather protective enclosure Ensures protection against mother nature.Hinged key locking roof panel for security-
Lift-out front for easy access to all routine maintenance items.Electrostatically applied
textured epoxy paint for added durability.
-Enclosed critical grade muffler Quiet,critical grade muffler is mounted inside the unit to prevent injuries.
-Small,compact,attractive Makes for an easy,eye appealing installation.
•SAE Sound attenuated enclosure ensures quiet operation
•Pre-wired External Connection Box
•V Flexible Fuel Line Connector
-Composite Mounting Pad Easy Installation-Virtually all hardware included,plus step-by-step photographed Installation Guide.
•Pre-wired conduits
•UL Listed wire nuts
SPECIFICATIONS GENERAC'
Rated Maximum Continuous Power Capacity(LP) 8,000 Watts' 10,000 Watts' 14,000 Watts`
Rated Maximum Continuous Power Capacity(NG) 7.000 Watts' 9,000 Watts' 13,000 Watts'
Rated Voltage 240 240 240
Rated Maximum Continuous Load Current—240 Volts 33.3 LP/29.2 NG 41.6 LP/37.5 NG 58.3 LP/54.2 NG
Total Harmonic Distortion Less than 5% Less than 5% Less than 5%
Main Line Circuit Breaker 35 Amp 45 Amp 60 Amp
Phase 1 1 1
Number of Rotor Poles 2 2 2
Rated AC Frequency 60Hz 6OHz 60Hz
Power Factor 1 1 1
Battery Requirement(not included) Group 26R 12 Volts and 525 Group 26R 12 Volts and 525 Group 26R 12 Volts and 525
Cold-cranking Amperes Minimum Cold-cranking Amperes Minimum Cold-cranking Amperes Minimum
Unit Weight(Pounds/Kilos) 340/154.2 387/175.4 439/199.1
Dimensions(L x W x H)Inches/mm 48 x 25 x 29(1218 x 638 x 732)
Sound output in dB(A)at 23 tL with generator operating at normal load 62 63 66
Type of Engine GENERAC OHVI GENERAC OHVI V-TWIN GENERAC OHVI V-TWIN
Number of Cylinders 1 2 2
Displacement 410cc 530cc 992cc
Cylinder Block Aluminum w/Cast Iron Sleeve Aluminum w/Cast Iron Sleeve Aluminum w/Cast Iron Sleeve
Valve Arrangement Overhead Valve Overhead Valve Overhead Valve
Ignition System Solid-state w/Magneto Solid-state w/Magneto Solid-state w/Magneto
Governor System Electronic Electronic Electronic
Compression Ratio 9.4.1 9.5:1 9.5:1
Starter 12 Vdc 12 Vdc 12 Vdc
Oil Capacity Including Filler Approx 1.5 Ots./1.4L Approx.1.7 Ots./1.6L Approx,1.9 Ots./1.8L
Operating RPM 3,600 3,600 3,600
Fuel Consumption
Natural Gas cu.ft./hr.
1/2 Load 77 102 156
Full Load 139 156 220
Liquid Propane ft3/hr(galilir)[Liter/hr1
1/2 Load 34(0.94)[3.561 46(1.25)[4.731 58(1.56)[5.91]
Full load 62(1.68)[6.36] 70(1.93)17.311 84(2.30)[8.711
Required fuel pressure to generator fuel inlet at all load ranges-5 to 7 inches of water column for natural gas.10 to 12 inches of water column for LP gas
For Btu content,multiply ft3/hr x 2520(LP)or ft3/hr x 1000(NG)
2-Line Plain Text LCD Display Simple user interface for ease of operation
Mode Switch
-Auto Automatic Start on Utility failure.7 day exerciser
-Off Stops unit Power is removed.Control and charger still operate.
-Manual/Test(start) Start with starter control,unit stays on.It utility tails,transfer to load takes place.
Programmable start delay between 10-30 seconds Standard
Engine Start Sequence Cyclic cranking:16 sec.on,7 rest(90 sec.maximum duration)
Engine Warm-up 5 seconds
Engine Cool-Down 1 minute
Starter Lock-out Starter cannot re-engage until 5 sec.after engine has stopped.
Smart Battery Charger Standard
Automatic Voltage Regulation with Over and Under Voltage Protection Standard
Automatic Low Oil Pressure Shutdown Standard
Overspeed Shutdown Standard,72Hz
High Temperature Shutdown Standard
Overcrank Protection Standard
Safety Fused Standard
Failure to Transfer Protection Standard
Low Battery Protection Standard
50 Event Run Log Standard
Future Set Capable Exerciser Standard
Incorrect Wiring Protection Standard
Intemal Fault Protection Standard
Common External Fault Capability Standard
Rating definitions-Standby:Applicable for supplying emergency power for the duration of the utility power outage. No overload capability is available fa this rating. (All ratings in accordance with BS5514,
IS03046 and DIN6271). 'Mawmum wattage and current are subject to and limited by such factors as fuel Btu content,ambient temperature,altitude,engine power and condition,etc. Mabmum power
decreases about 3.5 percent for each 1,0W feet above sea level,and also will decrease about 1 percent for each 12°C It 0'F)above 15.5'C(601).
Guardian° Series Standby Generator - 8 kW - 10 kW - 14 kW
EZ SWitchT" Features
•Electrically operated,mechanically-held contacts for
No.of Poles 2 2 2 fast,positive connections.
Current Rating(amps) 100 100 100
Voltage Rating(VAC) 250 250 250 •Rated for all classes of load,100%equipment rated,
Utility Voltage Monitor(fixed) both inductive and resistive.
-Pick-up 80% 80% 80%
-Dropout 60% 60% 60% • 2 pole,250 VAC contactors.
Return to Utility approx.15 sec. approx.15 sec. approx.15 sec.
Exerciser weekly for 12 minutes Standard Standard Standard • 160 millisecond transfer time.
UL Listed Standard Standard Standard
Dimensions(H"x W"x D")Inches(mm) 26.5 x 12.5 x 7(658 x 308 x 172) •Dual coil design.
Total of Pre-wired Circuits 10 12 14
No.15A 120V 3 5 4
No.20A 120V 3 3 6 •Main contacts are silver plated or silver alloy to
No.20A 240V 1 1 resist welding and sticking.
No.30A 240V 1 1 -
No.40A 240V - 1 1 •NEMA 1 (indoor rated)enclosure is standard on the
No.50A 240V - - 100 amp switch.
Circuit Breaker Protected
Available RMS Symmetrical • Pre-wired 30 foot(9.1 meter)whip to connect to the
Fault Current @ 250 Volts 10,000 10,000 10,000 pre-wired external connection box.
W2 • Pre-wired 2 foot(0.61 meter)whip,color coded to
connect into the existing electrical panel.
Mechanical Dimensions in inches
.GENERAL' Current No of Height Width Depth
H1 Rating Poles j H1 H2 Wt W2
100 UL Listed j 2 26 5 in 29 25 in 8.14 in 12.5 in ' 7
673mm 743mm 207min 317.5mm 178mm
H2
®® Terminal Wire Ranges
ATS Rated Amps Switch Terminal Neutral Lug/Stud Ground--Lug
100A 2-Pole UL 1 x 110-12 1 x 3/8-16 Stud 1 x 2/0-14
W1
Design and specifications slblect to change mltari notice Dimensions shown are approximate Contact your Generac dealer to cembed dra,nngs DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES
637.
[25 1J
[47.97.9J
O
7319
[26 81
GENERAL'
1101, 1041
642
125.3] 76 2[3 0] 1226
PEA GRAVEL 148.31
MINIMUM
LEFT SIDE VIEW FRONT VIEW
GENERAC° NEXUS SMART SWITCH TM
With Digital Load Management Technology
100 - 400 Amps, Single Phase
GENERAC
DESCRIPTION STANDARD FEATURES
Generac Nexus Smart Switches are designed for use with single phase All Nexus Smart Switches are housed in an aluminum NEMA/UL Type
generators 60kW and below. The 100,150,200 and 400 amp open 313 enclosure',with electrostatically applied and baked powder paint.
transition switches are available in single phase in both service rated and The Heavy Duty Generac Contactor is a UL recognized device,designed
non-service rated configurations. for years of service. The control at the generator handles all the timing,
sensing and exercising functions.
`The 400 amp Non-Service Rated Switch is(roused in a steel enclosure.
DLM TECHNOLOGY
Through the use of Digital Load Management technology(DLM),each
of these switches has the capability to truly manage two air conditioning
loads with no additional hardware.When used in tandem with the
individual DLM modules,up to four more additional loads can be
intelligently managed individually.
GENERAC®
r �
Nexus Smart Switch'" 100400 amps.Single Phase
FUNCTIONS
All Timing and sensing functions originate in the generator controller
Utility voltage drop-out................ ................._............. ..............<60%
Timer to generator start................. .............10 second factory set adjustable between 10-30 seconds
Engine warm up delay............. ....5 seconds
Standby voltage sensor................ ............._............... ..............._.60%for 5 seconds
Utility voltage pickup................ ..............>80%
Re-transfer time delay............... ..................15 seconds
Engine cool-down timer................ ............................... .............60 seconds
Exerciser ............12 minutes every 7 days
The transfer switch an be operated manually without power applied.
SPECIFICATIONS
Model RTSX100A3 RTSD100A3 RTSD150A3 RTSX200A3 RISD200A3 RTSX40OA3 RTSD400A3
Amps 100 100 150 200 200 400 400
Voltage 120240,10 120/240,10 120/240,to 120/240,io 120/240,1e 120/240,10 120/240,to
Load Transition Type Open Transition Open Transition Open Transition Open Transition Open Transition Open Transition
(Automatic) Service Rated Service Rated Service Rated Seervice Rated
Enclosure Type NEMA 3R NEMA 3R NEMA 3R NEMA 3R NEMA 3R NEMA 3R NEMA 3R
UL Rating UL/CUL UL UL UL/CUL UL UL/CUL UL
Withstand Rating
(Amps) 10,000 10,000 22,000 10,000 22,000 18,000 22,000
Lug Range 210-#14 400 MCM-#4 600 MCM-#4 or 2-250 MCM
Unit Weight-lbs. 20 22.5 39 20 39 133 140
kilos 9.07 9.97 17.69F9O7 17.69 60.32 63.50
EXTERNAL DIMENSIONS W'-
100 Amps 120240,1 o 100 Amps 120240,1 o
Transition Open Transition Service Rated
Height Width Height Width
Ht H2 Wt W2 Depth Ht H2 Wt W2 Depth H�
Inches 17.24 20 12.5 14.6 1 7.09 11.24 20 12.5 1 14.6 7.09
mm 438.0 508.4 318.0 372.0 1 180.0 1438.0 508.4 318.0 1 372.0 180.0
•
200 Amps 120240,10 150&200 Amps 120240.10 D�rrr vvz
0 Transition Open Transition Service Rated
Height Width Height Width
Hi H2 Wt W2 Depth HI H2 Wt W2 Depth W1
Inches IT 20 12.5 1 14.6 1 7.09 27.24 30.0 11.4 13.5 7.09
mm 438.0 508.4 318.0 1 372.0 1 180.0 692.0 1 762.4 289.0 343.0 180.0
400 Amps 120240,1 o 400 Amps 120240.1 o
0 Transition Open Transition Service Rated
Height I Width Height Width
H1 H2 W1 W2 Depth H1 H2 Wt W2 Depth H2 H1
Inches 31.25 1 36.0 1 19.18 24.0 10.06 42.91 48.0 16.69 21.82 10.06
mm 794.0 917.0 487.0 609.6 255.5 1090.0 1219.3 424.0 554.3_1 255.5
DEPTH I--YY2--�
GENE RAC Generac Power Systems,Inc. •S45 W29290 HWY.59, Waukesha,WI 53189•generac.com
020116oww Power Sya m.kv.Al ripdz reserved.AS swilicatlars an staled b dmp%VW node&&Add M B6670SUY-E/Prkded h USA 051WI
APPLICATION FOR PLUMBING PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH
BUILDING PERMIT APPLICATION? ❑YES O
RESIDENTIAL / `
BUSINESS CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE El EDUCATIONAL FUTURE USE AND OCCUPANCY
❑INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑GARAGE ADDRESS
❑MIXED USE
(Other please specify) CITY STATE ZIP
TYPE OF INSTALLATION SIZE OF MAIN DRAIN
NO.OF TOILETS STYLE NO.URINALS STYLE
NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES
NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE
AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS
NO.OF OTHER FIXTURES KIND
ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO
SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS SEWER OR SEPTIC TANK
SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER
WATER HEATER: TYPE MANUFACTURER
DESCRIPTION OF WORK
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE W;5RK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
2o '--t>S � R � - k Q-7
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE
DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT
PERMIT#
Application is hereby: TOWN OF SOUTH WINDSOR , ,O(D 3,C
BUILDING DEPARTMENT
APPRO ED 1540 SULLIVAN AVENUE
Bldg.Permit#
644-2511 ext. 230
Date Building Inspector
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per S1,000
or any fraction thereof Tenant Designation Apt. No.
APPLICANT --17 Q C t)
APPLICANT ADDRESS
APPLICANT PHONE# Lt k U a 4 l' O l\ S
W N OWNER CS c—, c� V. �i \\�cr •rc n S
OWNER ADDRESS 1 \ C) 3 C�\
Op pc OWNER PHONE���l�1 c '1 2
C ESTIMATED COST$ C\
..j � i• U
.� IS THIS A CONTRACT COST?, Yes _No
PVC,, FEE ENCLOSED$ S G
1�01 O�� TYPE OF JOB: ' a U �I I o ►yay
OR.C New Installation
L-ATteration/Addition/Repair
-7
Me s✓re ``\
a+a Sv N/.c TOW A/ F 1V
Ol2f'8
SPAC W/NpSOQ
E
Y,o�
GRAPHIC SCALE
w 0 20 40 eo 100
• �p Y'
IN FEET )
1 inch = a0 fL
` SET BAC.- LINE C77'P•
12US53S.F
�s t .
��\ o LEGEND
b
GRADCD F02 WAcao uT ,
MAP REFERENCES BassMEArr•-�c�v•a/s./�� N Zi�'� , N xsa.s oasrn+c SPOT ELEVATION
}W DQS7D+C CONTOUR
BEING LOT N0. 1a ON MAP ENTITLED: \ 13� deck_ Z d
CLIFFWOOD ESTATES SUBDIVISION LAWRENCE ROAD, _ _ _ UWr OF WETLANDS
SOUTH WINDSOR, CONN. DATE: JAN. 1995 REVISED: tiff - �—• �' Ap/roc [��v.rs a� ctr-oc�+/c
.` � /s' eo.s�� /�• u• � •
AUG.1995 SCALE: 1" = 40• PREPARED BY: JC I �`• Er,sr.,.ousc HOUSE L.00ATM As lftON PIPE 7tia-Sa'
SOMMERS ASSOCIATES. INC. VERNON. CONNECTICUT -s SAWARY LATERAL
+'!' 8.5, Gp'�'.Ir24# 1 2l,, ��32C ws WATER SERVICE
c CAS
•4 r /H1t 3/4.5 1 6 T FOOTING DRAIN
\ e►T I
A /
'-Cj• uuDBGC.ROC)�aD STlLV1GE5 ZONE: A-3-0
-*C I 52 0+ T Q1ELr. r tc L. !T.v. r
01RNER Z AP
PI.ICANT
/ .odrZ• CW.4c a os+rnuc
U do R CONSTRUCTION COMPANY INC.
w 99 EAST CENTER STREET
UARCILESTER;'CT 06040
0-- _ _ TEL (880) 843-9551
CL/,CFWDOD DR1 VIE
1 HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN �••_•"•• J C
ACCORDANCE WITH THE STANDARDS OF A CI ASS A-2 SURVEY AS " w
f`r DEFINED IN THE CODE OF PR,CTICE FOR STANDARDS OF ACCURACY .•.-+ S o m m e rs
�' " `• OF SURVEYS AND MAPS OPTCD DECEMBER 10.1975 AS AMENDED •" �" A S s o C 1 A t e S I Zl C .
BY THE CONNECTI iI;SOCIATION OF LAND SURVEYORS.INC. •��ti.a-r_ l
c•oc�•o �• T•m•• Ds.•.. • �•���. GT. 0�01�—O�a•
20NMf6 RCAAJ o 3 aJo'T w;oLATm —w- LOCATION smawas. an se.
TOPOGRAPHI EA RES. SHOW +EREO WERE PREPARED IN l'
- NOTE: ELEVATIONS REFER TO THE N.G.V.D. OF 1927 ACCORDAN WI - •`�� A9 BU'ILT
-1 (; Yip BEARINGS REFER To M.D.C. DATUM PREPARED FOR
�' "` tAlaEs c. soMMERs L.S. 9678 U y X COI'4a=IUCTi024 CO. INC.
•,� r' .
� LOT //4
pp ASdut.>r CI�7fooD =aTATXN sOVTII wmwvoC'/• m
MO. U72' 2 70 3 ? S •..�awr nor
} / b IwILAI"U7 o�—au•—a• DlC. ,a..• a- .o• a�ad—a•
Nov 13 2007
O
South Windsor
BUILDING DEPARTMENT
10 7ttE gtfilDCd6 Of3'T "N Of 9OUTN VANOSGs
This ccrtlWd that this plan and specifications rre r,ur
[.oph_s of the proposed toWiding or alterations to os
10 ICI i� U .t,.,i
tc;•-t"r wish amendments ct�ted in sPPOC-thin any
`:t:d ..Ith plan end i wgr-r to rompiy-aft ail .ZPrsir..
and stair li.% and s+� =r4E/i e', 91910 N
by the 9+c d,-.a tlepaetm COK dNrfltf yiw,ertee..
tnis &Vp6CAbW awd tY.d kX&"2" 411 P JP WOO
�/7 aeass�.
s :pi s ap +uaat tto R:Ghuel ldSfoit6 l3rlPNaP U
Rhs!
s W14gula rna
<;ondtanaty /tPPro"d `Chase 411e0 ,MINK
Building inspector `
to � mt. No. 3� �
CERTIFICATION OF ZONING COMPLIANCE
Proposed buitding(s), Lose(s) eri ^r structure(s)
w rl n-* +.his p'an app^-r(^) .c) he in
%':. i current
me Vz:.;_ i yes and
Im/
� 1 h o
C
MeN re
O as to I Nl� wni G.c SOL/T// Ni/A/ NOf?rs
!� 3/4�- 30 -?3•E -� 40 SC4C DSO
E I
i/9 9� _
SET,TY•o)
GRAPHIC SCALE
!' .0 0 zo .0 EO 180
So' R•Y.
,rk
IN FEET )
I inch = 40 fL
� I SE7'BAC�t L/NE CTYP�
1 Zo55-4S.F
lei
IT I
C-3)
f
go "� 1
00
\ o LEGEND
rn
o
GRAOfD FO!Q WAL A:O u r ,f
MAP REFERENCES A4SrMEJvr-�c�-V. 3/s./ ^ N N
x 304.3 EGS WG SPOT ELEVATION
BEING LOT N0. 14 CN MAP ENTITLED: � �'
- - --- - `3id 300 EQSTiNG CONTOUR
CLIFFWOOD ESTATES SUBDIVISION LAWRENCE ROAD, I +' "'"' /'w\ab__ uR u WETLANDSSOUTH WINDSOR. CONN. DATE: JAN. 1995 REVISED: '- ' ' �'ti ac c�.o/c.,�e
AUG.1995 SCALE: 1- = 40' PREPARED BY: JC '�� w ��
�� EX13T NOUSf
SOMMERS ASSOCIATES, INC. VERNON, CONNECTICUT rrw 3z54 is S&W..4- �Au�'1g7 s As �A� �S�
l.S" � 32I.� 22 � 32p w5 WATER SERVICE
C GAS
jZ SO ,Cry. /Mr.3/4.5 •- F F FOOTING DRAIN
+,n S 3Zz
1 uWos«.ao�)&.D sea'AC.ES ZONE: A-30
ISZ.O ;• ¢iscr. T tL. t T.V.
i2o.ao• OWNER APPI.TCANT
— — — - U do R CONSTRUCTION COMPANY INC.
99 EAST CENTER STREET
W dX/37- wo7�¢ LWE _ r MANCHE5TER, CT 06040
lov.3l3.2 ,
d--- TEL (860) 643-955I ?'
CL/FFWOOD I>RIVE j 1
Arvi "A
1 HEREBY CERTIFY T}1AT THIS MAP AND SURVEY WERE PREPARED 'N
ACCORDANCE WITH THE STANDARDS OF A (1 ASS A-2 SURVEY AS I '• o J C •
ACCO .�rfrr.ter.. ra oaf':
RAC'.10E FOR STANDARDS OF ACCURACY ` �ua•.r S c, rrl rri e r s
of$ [ 1
DEFINED IN THE CODE OF P �
Y ' ' OF SURVEYS AND w►PSADCPTcD D£('EuBER t0,1975 AS AMENDED
aAssociates Inc .
r. r }
i /�;SO AT'0 URVEYORS.INC. "�' oe..o �� r...... n_-.�. • V.—M. Cr. 00000—..i•
,i.y>: "av k',.. e d .;', ZONING MW3£ ! IVO'T�V{OLAT� SAE LOL^nC*J .'§+ n^ •e.
x / ti ....
s CT1 LAND
Y„ �v.. S ` - !+'� � .+}.;f '�� ��'',� a �. a, �e..Kt .y �� t 4_'. �; •.r..>AI—I••. _
�j 3 41ar p: TOPOGRAPHI EA RES. SMO'. +ERECT -.ERE PREPARED IN k--
'" .�..�.
1 .. -
Hr 3 : t" ' �; aS � ACCORDAN w1 +' a g ay�'�*- AS
'.•, NOTE: ELEVATIONS REFER TO THE N.G V.O. OF 1927
BEARINGS REFER TO M.D C. DATUM PREPARED FOR
.. _
CT.
ERS
.Amf', C SOAIIA L.S. 9678 ' ;
V a a COI�f>sTlIIC'!'IOP� CO INC.
moo
>o r i/a
cuU sarAns eooTa
S r >rDwDlvl.
TEL. No. B 72- 2703 use . .....e. �..
/ /?J IvALKOu7 ..—au.—a.i DlC. .a i- � .o• lain—i•
Y
1
MAY 1 199/
. � . South Windsor
BUILDING DEPARTMENT
f
TO THE Su.1c.lus DEFT. TOWN OF SOUTH IMSOt
t $ - This certified that this plan and specifications are trur
- z ' copies of the proposed building or alterations to 4#
� � � r
N_.4 together wit �aendments stated in appllentlon
yrAfi 1 filed with plan and 1 agree to enmply with all ze-i: ,
Building and state laws and such ord^rs as shz 11 n.
Issued by the Building Department during pendency
>t this application and final Issuance of a building
- permit.
Signed
his plan Is approved subject to the condition that
ordors and ordinances regulating building shall be
- Conditionally Approved These tiled with
- - Building Insp:ctor Clark
ry
A
Via , v _ l z A 11 12
d V
EN
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t h"
-
. �. 1
C a�.
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►� AY 191991
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c �/$rc �1,+0►, , -� �, z 1�ef2� VVEW t.kWT> . ICsN AX0 C�T> etfaw
• < gclCjkb �Lf.
3ql ,Cw-
k�(�1(V�P�11t211�lC.tvr 'D�Ics�r�,2..• ��x-tTmJ
Gi�2
NOY 3 2G07
South v'rt-u,i GtENT
BUILDING DEPAR'p1f
rt`R t
SCI
t-hfa o",ailltt� I's plan and spaciflc10•,:: '"tnai
impiep cvt3fu proposed building or alteration— to
Wacted at
ttogether with, ,'mzr,ts stated In apPll=.tn� 3114
Tflled with plan,a agr2c•to cnr^ply '101 d'I
-BuUtling and st,t l`ras and s,eh orders an II Dtt
mi.
t issued by the,6 p, ^,p.rt�ent durinR r•��'ar:�
Hof this apPl icatiu(�`�7 t'^.al Issuance o! a
(permit. J/ '
3lgned {(n'}lw� -----q
.ills Plan aP .:,�c�. -`,-At Yj'the condition tnad
orders anc or .naneesf �''i d'bui:dmz shall iris
Itiomp+i_d
,Conditionally ApproveC 7, Ph se filed wltl
• Building Inspector r
'gate sru. / � �+'
V
xv e
4
;3
Sei
5m Z*,
144;, 14d AV)-a
y. VORTff
T01I A/ So
-23
SPACE
NL
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AD MB6 SET 0
3'
'Vl�
X 'Plyi"� In
4
fvt GRAPHIC SCALE
lap, 110 ISO
' 1 410 0 20 40
0
-fo
IN FEET
q t�
40
4, 1 inch
5E-7 aAC.*- L-JIVE (Typ
tAT0553S.;7
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'I - -, " q
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a {s
'A o
, , , ft
7-T.
A4 S,0MEAJr-J--LZV -942.0
4" _ _ _ _ i fF w,"` kwz,*MAP REFERENCES
304.5
EXCMING SPOT ELE\/AT10N
Vo DaSTN4 CONTOOR
BEING LOT NO. 14 ON MAP ENTITLED: >1 A
IT
3a 0 3z-
CLIFFWOOD ESTATES SUBDIVISION LAWRENCE ROAD. tiI,' �'A
ULATT OF Wn-ANDS
JA�.L
SOUTH WINDSOR, CONN. DATE: JAN. 1995 REVISED:
,V*y, 0 IRON PPE (E)aS7M)
AUG.1995 SCALE: I" = 40' PREPARED BY: JC ppop.14ciu-IS& --s
—S— SA.49TARY LA
-72j;-a 25 INC. VERNON. CONNECTICUT
SOMMERS ASSOCIATES,
4r
WATER -SEZVOCE WS
3za Z
4�
C.A.S
-StJ.7" R/F— ROOF LEADER/FOI DI
SO 4--AIC&C7-�P)
W!4 0,jp
4,
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V,
ZONE: A
CJA45r�EAdT
x ,
-T 4t'--
0 ER ALPPUCAN_7
40
CWVc ff"0xv-10LAC
AIII 17- ZVI 4--
6tjI $,;� - CONSTRUCTION COUPANY INC.
U R CONS
99 EAST CENTER STREET
zt
MANCHESTER, CT 06040
j,
,or.3jj 27 -Irt-
PURPOSE: TEL (860) 643-9551
This map is only to depict the proposed location C L 1,CC WO 0 Z) DR/VE N
of a single family dwelling with its utility connections for
review and approval by South Windsor staff in the issuance r,e
I HEREErY CERTIFY THAT THIS ►uAP AND SURVEY WERE PREPARED IN
of permits for construction on this of " 41lr 4� n a,
VIM
i C
7 ACCORDANCE WITH THE S7ANDARDS OF A CLASL-.&-_' SURVEY AS
VAUDI'll"N
DEFINED IN THE CODE OF PRACTICE FOR STANWDS OF ACCURACY S (:) r" rya E� r s
This map is not valid without the below named surveyor's OF SURVEYS AND wAPSAWI DEfEmBER 10.1975 AS AwAEN ... Associates 1 ra c
and engineer's live signatures acid raised embossed seals. 7 BY THE CONNECTIC' OF LAND SURVEYORS,;NC. 00000-0.40
-t-J TOPOGRAPHI EA RES. SHOWt iEREn SERE PREPARED IN
j ACCOROAN P1.0Pr PLAN
NOTE ELEVATIONS REFER TO THE N.G V.D. OF 19
V
BEARINGS REFER TO M D C. DATUM PREPARED FOR
V Jk A
JAES C. SOMMERS LSr 9678
you
/A ComnMiUCTION CO. INC.
E 9069 1 —
C1Lrrr1WxNM aNTA711111111 cr.
ROBERTA WARD, M TEL. NO. 672- 270-3
'171 A"C
97
I
4�
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U y
v
r:UILUIi�
G p�
A ,
v
r
This certified that this plan and specificr1;0,^re true
Copies of the proposed building or atterali3rs to ire
erected at
f0� t f .z rrg � Stm—
together with amendments stated in application «
if"with plan and 1 agree to comply with all zonin,
Building and state laws and such orders as shalt t
issued by the Building Department during pendant
of this application and final issuance of a bultdmA
permit.
Signed
This plan Is approved subject to the condition that
orders and ordinances regulating building shall be
complied with.
Conditionally Approved jhess tiled with
�.dlngectoS 1<"lark
6�_
at♦�
mt�t .. R I M A
REPORT DATE: ►uL 2�, 2021 REMA ECOLOGICAL SERVICES, LLC
PAGE 1 OF 3 164 East Center Street,Suite 8
Manchester,CT 06040
860.649.REMA(7362)
QN-SITE s1L_(NVESTIGATION &WETLAND DELINEATION REPORT
PROJECT NAME& SITE LOCATION: REMA Job No.: 21-2400-SWN11j
(+/- O;Z0 acres) Field Investigation Date(s): _,LW:9, 2021
:LosaL f f vood Drive Field Investigation Method(s):
South ML 0(sor, CT ® Spade and Auger
❑ Backhoe Test Pits
❑ Other:
REPORT PREPARED FOR: Field Conditions:
Mari av a DoLAvo MULavu.s Weather: MostLU cLoudU, 8os
10s CLFffwood Drive Soil Moisture: vuoderate
South WivAsor, CT o60y:4 Snow/Frost Depth: N/A
Purpose of Investigation:
® Wetland Delineation/Flagging in Field
❑ Wetland Mapping on Sketch Plan or Topographic Plan
❑ High Intensity Soil Mapping by Soil Scientist
Medium Intensity Soil Mapping from The Soil Survey of Connecticut Maps (USDA-NRCS)
❑ Other:
Base Map Source: CT web SQU SuYvel ; L-tSDA-NRC.S) (attached); F%Q"re A (attached)
Wetland Boundary Marker Series: R.ES-A:L to RES-A-22 (OveVL UyLe)
General Site Description/Comments: The 'studU area" Ls covuprised Qf a sLVIe-fnvvdLU resideoLURL Lot
CKZ0 aPSSs Q +/-o.-7o-acres ovL the east side o f CLL f fwood Drive, LvL South WwAsor, CT. The westerv,porti ov%.
2f61e Lot Ls OccupLed bU the residewce. LawvL. n stoKt:pPtio, a"forvv-nL EasterLW Qfthe residevLoe
a wLOLst n"eadow was observed, somt of which was recewtLU mewed after revu.oval of severdw d�Aed trees.
The baLavLce Of the site is wooded. The stvdU area's sous are both disturbed awd uwd uwdisturbO, with the
forvu.er associated with the resiolewce avA surrouvLcl e areas. The studU area's sous are de6v0 predovu.LVwt6w
frovu.@Lacial tUt deposLts (L.e., uvLstratL&Cd saved,SUt, awd rode). The upLAwd tWpe SOLES were WCVLtYMed as the
weLL-drniw of NarraQavLsett (66) verWfLVLe sawdi,t toavu, awd the vvwderateLU weLL draLwed wappiwa (ems) verb
fiKt sawdU Locmt soU series. The wetLevA tWpe soils are the:poort a�erWpoorto drnLw a yVUbrahavu. avA
MevLLo (6) soU series covupLex. The reovLated area associated with the studU area, Ls a seasowallU saturated to
senso"Uw fiooaeol wooded swaLia. Dond"wt avA common overstorU trees Lw the reouLkO area Lwelude red
vu.apLe,tupelo,blade cherrU,wwk"te I�we,and eastervL hemlocle. The shrub strntuvu LwcLudes hL2hbush blueberry,
wLwterberrU sj&ebush oreevL ash white piKt shadblow, firebush EuropenvL yiburvu"m, avA vu.ult&orn rose.
Herbs L ttL e' civLVL movL, wood, roWnl, and New `fork ftrws, sedges, asters, �otdewrods, vLoLets, �arU
vu.ustarol whLte avev-s swawLp 0(ewberr!4, Canada w-aW:Rower, grLwoess pivLe, iewetweO, smcirtweeds, QartLo
vuustard, avLd others.
PAGE 2 OF 3 DATE:V29/2021
ON-SITE SOIL INVESTIGATION &WETLAND DELINEATION REPORT (CONTINUED)
PROJECT NAME&SITE LOCATION: W-0.x0 uares)
:Los a :wood Drive, south %Alm dsor, CT
SOIL MAP UNITS
Upland Soils
hldorthewts (302). This soil mapping unit consists of well drained to moderateltd well drained soils that have bee IA.
altered bU cuttLKg, filling, or grading. The areas either have had two feet or more of the upper part of the ov%ginal
soil removed or have more thaw two feet of fill material ow top of the original soil. otdorthe�ts or Made lewd soils
can be found on and soil parev%t material but are tuptcalltU fluvial on glacial till plains And outwash plains and
stream terraces.
NCI rragavksett.SUt LOCIK& (66).This series consists o f deep,well drained soils formed iw silt mantled (Aeolian),friable
glacial till on uplands. Theo are wearLU level to verU steep soils on till plains and hills. The soils formed iw acid
glacial till derived main U from schist, gneiss or granite. Tdpicalld,these soils have a surface laUer of darn brown
silt loam 8 inches thic{2. The subsoil from 8 to 28 inches is Uellowish brown silt loam. The substratum from 26 to
60 inches or more is light olive brown gravellU fine sand loam or loamU sand.
WappivLg sl.lt Loam. (53). This series consists of deep,moderatelo well drained loamd soils formed tnsUtU mantled,
friable, glacial till On, uplands. TheU are mart level to steepLU sloping soils on till plains, low ridges av,.d hills,
being t�picallU located on lower slopes and in slight depressions. The soils formed iw acid glacial till derived mainly
from schist, gneiss or granite. Tdpioalld, these soils have a surface layer of verU da0z brown silt loam s inches
thicl2. The upper part of the subsoil front sto i9 inches is darn Uellowish broww silt loam. The lower part of the
subsoil front 19 to so inches is mottled,dark brown silt loam. The substratum front so to 6o inches mottled, broww
sawdd loam.
Wetland Soils
WUbrahavu. silt Loam (6). This series consists of deep, poorld drained soils formed iw a coarse-loamu mantle
underlain bd firm, compact glacial till from Triassic materials. Tiled are wearLU level to sloping soils located to,
draiviage wads avid low LUEvi.g positions ontillptaiws,low ridges and drumloidal land forms. The soils have developed
iw glacial till derived maLo ld from reddish Triassic sandstone,conglomerate and shale with some basalt. TtUpicallU,
these soils have a darn broww silt loam surface laUer 8 inches thictt. The subsoil from S to 25 inches is reddish
brown, mottled silt loam. The substratum from 26 to roo inches is reddish broww, mottled, verU firm five savAd
loam.
Mevll.o silt Loam (6). This series consists of deep, verU poortU drained soils formed in a coarse-loam mavLtle
underlain bu firm,compact glacial till from Triassic materials. Thed are wearlu levelto gewtlu sloping soils located
iw drainage walls avid low ling positions ow till plains, low ridges and driemloidal laved forms. The soils developed
in glacial till derived maiwlt�from reddish Triassic sandstone,conglomerate and shale with some basalt. Tdpicall�,
these soils have 3 inches of blacl2 mue�t on top of the surface[cider. The surface laUer from o to 5 inches is Uack silt
Loam. The upperpart of the subsoil from 5to e inches is graU, mottled silt loam; and the lower part of the subsoil
from 8 to 23 inches is red, mottled loam. The substratum from 23 to 6o inches Ls reddish broww, mottled,verU firm
gravel loam.
SoilsReport-103CIiffwoodDR-7-29-21
PAGE 3 OF 3 DATE: / 9/2021
ON-SITE SOIL INVESTIGATION &WETLAND DELINEATION REPORT (CONTINUED)
PROJECT NA IE&SITE LOCATION: (+/-O;'20 a0res)
203 G.I�f&0001 Drive, south Wm.&Sor, Or
SOIL MAP UNITS
' see pre✓wus page
Any accompanying soil logs and soil maps, and the on-site soil investigation narrative are in accordance with the taxonomic
classification of the National Cooperative Soil Survey of the USDA Natural Resource Conservation Service, and with the
Connecticut Soil Legend (DEP Bulletin No.5, 1983), as amended by USDA-NRCS. Jurisdictional wetland boundaries were
delineated pursuant to the Connecticut General Statutes(CGS Sections 22a-36 to 22a-45),as amended. The site investigation was
conducted and/or reviewed by the undersigned Registered Soil Scientist(s) [registered with the Society of Soil Scientists of
Southern New England(SSSSNE)in accordance with the standards of the Federal Office of Personnel Management].
Respectfully submitted,
RENIA ECOLOGICAL SERVICES,LLC
George T.Logan,MS,PWS, CSE
Registered Soil Scientist
Field Investigator/Senior Reviewer
SoilsReport-103C1iffivoodDR-7-29-21
�[r0 CT Environmental FIGURE A: WETLAND DELINEATIONS SKETCH MAP
[� Conditions Online 103 Cliffwood Drive,South Windsor,CT
- r t
-A-1
Legend
Parcels for Protected Open Sp
r Light Gray Canvas Base
'.JA •'e
RES-A-22 r
1:564
`• ! Notes
0.0 0 0.01 0.0 Miles
This map is intended for general plarxdrg,management,education,and research purposes
ordy.Data shown on this map may not be complete or current The data shown may have
been compiled at different times and at different map scales,which may not match the
®Connecticut Environmental Conditions Online THIS MAP IS NOT TO BE USED FOR NAVIGATION scale at which the data m shown cn this map
r
X.' .,'%• ,,�
•a:t - 538 � r ��
Soil Map—State of Connecticut
IR
41
t y r
meliffs
A: lS:
Soil Map—State of Connecticut
(103 Clifiwood Drive,South Windsor,CT)
MAP LEGEND MAP INFORMATION
Area of Interest(Aoq Ig Spoil Area The soil surveys that comprise your AOI were mapped at
E] Area of Irdemst(AOq S 1.12,000.
d Dirt pa
Solis Q Very Stony Spa blaming:Sal Map may not be valid at this sale.
Q Soil Map unit Polygons
yvel Spa Enlargement of maps beyond the scale of mapping can cause
.r Sort Map unit Lim, V misunderstanding of the detail of mapping and accuracy of soil
Soil Map unit Points '5 Other line placement The maps do not show the small areas of
13 Special Line Features contrasting soils that could have been shown at a more detailed
Spacial Point Features scale.
V Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
® Borrow Pt T measurements.
Transportation
* Clay Spa ++4 Rails Source of Map: Natural Resources Conservation Service
0 Closed Depression Web Soil Survey URL:
~ Interstate Highways Coordinate System: Web Mercator(EPSG.3857)
Gravel Pit
.y US Routes Maps from the Web Soil Survey are based on the Web Mercator
Gravely Spot Major Roads projection,which preserves direction and shape but distorts
Landfill Local
and area.A projection that preserves area,such as the
Loral Roads Albers equal-area conic projection,should be used if more
A. Lava Fbw Background accurate calculations of distance or area are required.
Marsh or swamp Aerial Photography This product is generated from the USDA-MRCS certified data as
of the version dates)listed below.
C Mine or Quarry
Sal Survey Area State of Connecticut
® Miscellaneous Water Survey Area Data: Version 20,Jun 9,2020
® Perennial Water Soil map units are labeled(as space allows)for map scales
V Rock Outcrop 1:50,000 or larger.
+ Saline Spot Date(s)aerial images were photographed: Aug 24,2019—Oct
24,2019
Sandy Spa
•• The orthophoto or other base map on which the soil lines were
g Severely Eroded Spa compiled and digitized probably differs from the background
Sinkhole imagery displayed on these maps.As a result,some minor
shifting of map unit boundaries may be evident
Slide or Slip
JV Sod c Spot
�15DA Natural Resources Web Soil Survey 7292021
Conservation Service National Cooperative Sod Survey Page 2 of 3
Soil Map—State of Connecticut 103 Cliffwood Drive,South Windsor,
CT
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
6 Wilbraham and Menlo soils,0 3.7 27.2%
to 8 percent slopes,
extremely stony
53A Wapping very fine sandy loam, 0.0 0.1%
0 to 3 percent slopes
53B Wapping very fine sandy loam, 5.4 39.8%
3 to 8 percent slopes
54B Wapping very fine sandy loam, 0.1 0.4%
2 to 8 percent slopes,very
stony
66B Narragansett silt loam,2 to 8 3.8 28.4%
percent slopes
306 Udorthents-Urban land 0.5 4.0%
complex
Totals for Area of Interest 13.5 100.0%
USDA Natural Resources Web Soil Survey 7/29/2021
Conservation Service National Cooperative Soil Survey Page 3 of 3
PUBLIC HEARING SIGN-IN SHEET
Please Print Your Name & Address Clearly
PLANNING & ZONING COMMISSION MEETING DATE:
Name Address
PLEASE PRINT NEATLY AND THANK YOU FOR JOINING US.
SURVEY NOTES:
1.)THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU
20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES"MINIMUM STANDARDS OF
ACCURACY,CONTENT AND CERTIFICATION FOR SURVEYS AND MAPS".AS ADOPTED BY THE CONNECTICUT
ASSOCIATION OF LAND SURVEYORS INC.ON AUGUST 29,2019. IT IS A LIMITED PROPERTY/BOUNDARY
IMPROVEMENT LOCATION SURVEY MAP BASED ON A RESURVEY CONFORMING TO HORIZONTAL SURVEY
ACCURACY CLASS A-2 AND TOPOGRAPHIC ACCURACY CLASS T-2.THE INTENT OF THIS MAP IS TO DEPICT
THE LOCATION OF THE PROPOSED OR EXISTING IMPROVEMENTS SHOWN WITH RESPECT TO THE
APPLICABLE MUNICIPAL OR STATUTORY REQUIREMENTS.
2.)PROPERTY IS LOCATED IN AN A-30 ZONE.
3.)THE PROPERTY IS LOCATED IN A FLOOD HAZARD ZONE C PER FIRM FLOOD INSURANCE RATE MAP
NUMBER 09003CO382F EFFECTIVE SEPTEMBER 26,2008.
4.)TOPOGRAPHY DEPICTED WAS FIELD DERIVED BY BUSHNELL ASSOCIATES LLC.USING AN ASSUMED
DATUM AND BENCHMARK SHOWN.
5.) THE PROPERTY IS NOT SHOWN AS AN AREA OF STATE AND FEDERAL LISTED SPECIES&SIGNIFICANT N/F
COMMUNITIES ON THE CURRENT CONNECTICUT DEPARTMENT OF ENERGY&ENVIRONMENTAL
PROTECTION BUREAU OF NATURAL RESOURCES WILDLIFE DIVISION NATURAL DIVERSITY DATA BASE JUNE GARY R. J R. &
2022 MAPPING.
RAC H E L A. B U R N HAM
MAP REFERENCES:
117 CLIFFWOOD DR.
1.)PLOT PLAN CLIFFWOOD ESTATES SUBDIVISION LAWRENCE ROAD SOUTH WINDSOR,CONNECTICUT m
PROJECT NO.86-1418-1 DATE:JAN. 1995 SCALE: 1"=40'CAD NO.86-1418B SHEET NO. 1 OF 9
m
2.)PLOT PLAN CLIFFWOOD ESTATES SUBDIVISION LAWRENCE ROAD SOUTH WINDSOR,CONNECTICUT LOT 1 6 n
PROJECT NO.86-1418-1 DATE:JAN. 1995 SCALE: V=40'CAD NO.86-1418A SHEET NO.2 OF 9 m
W( 1
CONSTRUCTION NOTES:
1.)OWNER OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND
APPROVALS.
N/F
2.)OWNER OR CONTRACTOR TO VERIFY ALL DIMENSIONS AND INFORMATION CONTAINED ON THIS PLAN LOT 15
PRIOR TO THE START OF CONSTRUCTION .THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES
PRIOR TO THE START OF CONSTRUCTION. HARI ASUSUMILLI WF2
& SUREKHA KONDAPALLI �►�
111 CLIFFWOOD DR.
INSTALL AND MAINTAIN SILTFENCE EDGE OF FIELD LOCATED INLAND WETLANDS �F 3
DURING CONSTRUCTION
(LIMIT OF FILL DISTRIBUTION AREA)
LIMIT OF ON-SITE FILL DISTRIBUTION AREA CAB
BENCH MARK TOP OF 3/8"IR
SURVEY CONTROL POINT 0 A`3
ELEVATION=200.00 / N
25gl �F9 31/1 � WF4
'Qs
�o °�cl
� IPROPOSEO j N
/ TEMP. 11.00�, 24 FT. 1 coo ccmo ' _ S Q N/F
SrOCKPU E� r � DIAMETER
' �a o I 1 wF 1 `''o� TOWN OF
A r��� 0o / ABOVE I .�w SOUTH WINDSOR
o x N GROUND
IR / \
APPROXIMATE
1 11 0(I; POOL OPEN SPACE
HOUSE 1 \
LOCATION \r _ \ \�8IUL
WF 18 � ) ,11L
PROPOSED AREA OF DISTURBANCE
' S� IN WETLANDS UPLAND REVIEW AREA
\ Nov � � ,� ` I 2,350 SQ.FT.10.05 ACRES
`, \o
m co
EROSION CONTROL CONSTRUCTION SEQUENCE PLAN HOUSE LOT DEVELOPMENT _)3- I
NOTE:ALL EROSION AND SEDIMENT CONTROL ACTIVITIES SHALL CONFORM TO THE METHODS OUTLINED
IN THE 2002 CONNECTICUT GUIDELINES FOR EROSION AND SEDIMENT CONTROL MANUAL. 2� s'+
1.) COORDINATE MARKING OF LIMITS OF DISTURBANCE BY A LICENSED LAND SURVEYOR. SUPPLY
TOWN EROSION CONTROL OFFICER WITH A LETTER FROM THE SURVEYOR CERTIFYING THE LIMITS OF c90 N FtEV�EW ` 1
DISTURBANCE WERE MARKED IN ACCORDANCE WITH THE APPROVED PLAN.
2.) CLEAR TREES AS REQUIRED. e2i
3. PRIOR TO SOIL DISTURBANCE INSTALL EROSION CONTROL MEASURES,SILT FENCE AND LOT AREA
ANTI-TRACKING PAD(SEE PLAN DETAILS AND LOCATIONS).ADDITIONAL MEASURES MAY BE REQUIRED AS O 30,552 SQ.FT. SO
SITE CONDITIONS REQUIRE,COORDINATE AN INSPECTION OF INSTALLED MEASURES WITH THE EROSION
CONTROL OFFICER. SUPPLY THE TOWN OF HEBRON EROSION CONTROL OFFICER WITH THE NAME AND O 0.70 ACRES
PHONE NUMBER OF A CONTACT PERSON RESPONSIBLE FOR THE EROSION CONTROL MEASURES.
3.) PERIODICALLY AND AFTER LARGE RAIN EVENTS INSPECT EROSION CONTROL MEASURES AND s�3�!
REPAIR AS NECESSARY,
4.) GRUB AND STRIP TOPSOIL. STOCKPILE TOPSOIL IN AREAS INDICATED ON THE APPROVED PLAN. Q N/F
5.) CONSTRUCT POOL AND DECK. LOT 13
6.) SPREAD STOCKPILED TOPSOIL. MACHINE RAKE, FERTILIZE, SEED AND MULCH DISTURBED AREAS. MARIA G RAC I N DA
USE GRASS SEED THAT IS ACCEPTABLE FOR THE SITE CONDITIONS(I.E..SUN OR SHADE)AND THE PORTAL - CORRE IA
SEASON OF THE YEAR IN WHICH THIS ACTIVITY IS COMPLETED, PROVIDE TEMPORARY STABILIZATION OF \
THE SITE (i.e.STRAW OR HAY ETC..)IF THE TOPSOIL IS SPREAD DURING A TIME OF YEAR WHEN GRASS 97 CLIFFWOOD DR. LEGEND
SEED WILL NOT GERMINATE. PROVIDE PERMANENT STABILIZATION WHEN WEATHER CONDITIONS ALLOW.
7.) REMOVE EROSION CONTROL MEASURES AFTER THE SITE HAS BECOME FULLY ESTABLISHED. \
EXISTING MERESTONE
8.) ANY EXISTING DISTURBED AREAS MUST BE SEEDED WITH PERMANENT OR TEMPORARY GROUND O IRON ROD TO BE SET
COVER AND MULCHED BY OCTOBER 15.
EXISTING IRON ROD
EDGE OF FIELD LOCATED WETLANDS
9.) DEWATERING OPERATIONS, IF REQUIRED,SHALL UTILIZE A CRUSHED STONE
INTAKE SUMP AND A TEMPORARY OUTLET SILT POOL LOCATED WITHIN THE LIMITS PROPOSED SILT FENCE/
OF DISTURBANCE.
MIT OF DISTURBANCE
- -604- - EXISTING CONTOUR
SITE SEEDING NOTES: 00" PROPOSED CONTOUR
PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER THAN 2"IN DIAMETER. WF 20 WETLANDS FLAG
INSTALL SEEDED EROSION CONTROL DEVICES SUCH AS SURFACE WATER DIVERSIONS AS REQUIRED.
APPLY LIMESTONE AT A RATE OF 2 TONS/AC.OR 90 LBS./1000 SQ.FT.FERTILIZE WITH 10-10-10 AT A RATE
OF 300 LBS./AC.OR 7.5 LBS.PER 1000 SQ.FT.WORK LIME AND FERTILIZER INTO SOIL UNIFORMLY TO A
DEPTH OF 4
SUPPORT STAKE AT LEAST 42"LONG X 1.5"SQUARE
GEOTEXTILE FILTER FABRIC HARDWOOD STAKE SPACE 10'APART MAX.
SEED APPLICATION:APPLY SEED MIXTURE FROM THE CHART BELOW BY HAND,CYCLONE SEEDER OR OR APPROVED EQUAL ANGLE STAKES UP-SLOPE
HYDRO SEEDER. INCREASE SEED MIXTURE BY 10% IF HYDRO SEEDER IS USED.LIGHTLY DRAG OR ROLL STAPLE OR SECURE FABRIC
TO EACH STAKE m o THE SEEDED SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN THE TIMES SHOWN ON w
m UTILITIES SHOWN ON THIS MAP WERE DERIVED FROM FIELD LOCATIONS AND EXISTING MAPPING
THE CHART BELOW. IF SEEDING CANNOT BE DONE DURING THESE TIMES,REPEAT MULCHING
PROCEDURE BELOW UNTIL SEEDING CAN TAKE PLACE. S�Op m CONTRACTOR TO VERIFY LOCATIONS AND DEPTH IN THE FIELD PRIOR THE START OF ANY
CONSTRUCTION. "CALL BEFORE YOU DIG (1-800-922-4455)."
MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEED SURFACE WITH STRAW OR HAY ATA
RATE OF 2 TO 3 TONS/AC.SPREAD MULCH BY HAND OR MULCH BLOWER.PUNCH MULCH INTO SOIL 6'
SURFACE WITH A TRACK MACHINE OR DISK HARROW SET STRAIGHT UP. IF USING HYDRO SEED MIX USE PLAN PREPARED FOR
TACTIFIER ADDITIVES TO ADHERE MULCH MATERIAL TO THE SURFACE. N
CURL FABRIC UP-SLOPE �
Z
SEED SELECTION: RECOMMENDED
USE LB/1000 SQ.FT. SEED MIXTURE SEEDING DATES MARK & DONNA WILLIAMS
PERMANENT LAWN 0.45 KENTUCKY BLUEGRASS 4/1-6/15
0.45 CREEPING RED FESCUE 8/15-10/1 SILT FENCE DETAIL
0.10 PERENNIAL RYEGRASS
NOT TO SCALE
SLOPES&COARSE LAWN 0.45 CREEPING RED FESCUE 4/1-6/15 103 CLIFFWOOD DRIVE SOUTH WINDSOR, CT.
0.05 RED TOP 8/15-10/1
0.45 TALL FESCUE
SITE PLAN
SLOPES(NO MOWING) 1.8 CREEPING RED FESCUE 4/1-6/15 SCALE: 1"=20' DATE: 11/18/2022 FILE NO. 2021-95 SHEET: 1 OF 1
0.2 RED TOP 8/15-10/1
TEMPORARY COVER 3.0 WINTER RYE 4/15-6/15,8/15-10/15
OR BUSHNELL ASSOCIATES LLC.
1.0 ANNUAL RYEGRASS 3/1-6/15,8/1-10/15
IF SEED IS PLANTED OUTSIDE THE RECOMMENDED SEEDING DATES IRRIGATION MAYBE REQUIRED AT A GRAPHIC SCALE TO MY KNOWLEDGE AND BELIEF,THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. CIVIL ENGINEERING AND LAND SURVEYING
UNIFORM APPLICATION RATE OF 1 TO 2 INCHES OF WATER APPLIED PER APPLICATION,SOAKING THE O' 20' 40' 60' 563 WOODBRIDGE STREET MANCHESTER, CT. 06042
GROUND TO A DEPTH OF 4 INCHES.
_ 860-643-7875
ANDREW F. BUSHNELL P.E. L.S, 24591
SCALE 1"=20' THIS MAP IS NOT VALID UNLESS IT BEARS THE EMBOSSED SEAL OF THE LICENSED REVISIONS:
LAND SURVEYOR WHOSE REGISTRATION NUMBER AND SIGNATURE APPEAR ABOVE.
1300049 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 02/01/2013
GIS ID:21000103 FEE: 15.00
MUNIS APPLICATION# 201300052 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: CONNECTICUT PROPANE'&PETROLEUM ADDRESS: 103 CLIFFWOOD DRIVE
ADDRESS: 21 AUSTIN DRIVE OWNER: WILLIAMS MARK F&DONNA L
MARLBOROUGH,CT 06447 ., 103 CLIFFWOOD DRIVE
a
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: INSTALL AND WIRE 14 KW GENERAC STANDBY GENERATOR WITH ONE
200 AMP SERVICE. AUTOMATIC TRANSFER SWITCH. N.G.OPERATED.
TAPPING INTO GAS METER AND RUNNING LINE TO GENERATOR.
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
2/1/2013 12:56 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1300039 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 01/23/2013
GIS ID:21000103 FEE: 120.00
MUNIS APPLICATION# 201300052 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: NEWINGTON ELECTRIC CO.INC. ADDRESS: 103 CLIFFWOOD DRIVE
ADDRESS: 16 PROGRESS CIRCLE OWNER: WILLIAMS MARK F&DONNA L
NEWINGTON,CT 06111 103 CLIFFWOOD DRIVE
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: INSTALL AND WIRE 14 KW GENERAC STANDBY.GENERATOR WITH ONE
200 AMP'SERVICE. AUTOMATIC TRANSFER SWITCH. N.G.OPERATED.
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
1/23/2013 12:32 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1 375 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER PLUMBING PERMIT
DATE: 11/29/11
GIS ID:21000103 FEE: 15.00
MUNIS APPLICATION# 201101404 BUILDING DESCRIPTION:
APPLICANT ;y .. „ LOCATION
NAME: IMPERIAL PLUMBING CO:;INC. ADDRESS: 103 CLIFFWOOD DRIVE
ADDRESS: 648 SULLIVAN AVENUE ,r'' OWNER: WILLIAMS MARK F&DONNA L
P.O.BOX 875 _,103 CLIFFWOOD DRIVE
SOUTH WINDSOR,CT 06074 •. '.SOUTH WINDSOR,CT 06074
x s
DESCRIPTION OF WORK: GAS PIPING FOR OWNER SUPPLIED GAS LOGS.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE: "
OCCUPANCY GROUP: y BUILDING OFFICIAL
l 1/29/2011 8:54 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE