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1075 PLEASANT VALLEY RD
Electric`# APPLICATION FOR BUILDING PERMIT Plumbing# 1075 Pleasant Valley Road Date: `I e; __ 1 HVAC # 1 Sprinkler# 34113 FINAL APPROVALS - Permit Fee Estimated Cost $ _ Building FP�0" SIGN PLETE RED BOXED AREAS Engineering TYPE OR PRINT ONLY Occupancy Fee $ Affidavit Eng. Insp. Fee $ A r. for CO g ti, ON REVERSE SIDE , PP Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Ecf nATec"t4ow G y, Tmc- `--ocation of Work ►p-4S 7A&-&. w-r yALLer RN Lot No. Applicant's Address 7,60 TLJ1A r R>Ao -Tel.# 203 260 204/0 Town T(vTzT" WAys=N CT Zip t.%;)q ?3 tic.# 03q A Owner 5tAxj_- j C--r UC�'f Architect ►J'1A Owner's Address ZexJO �Zu� l u t�pt ke Architect's Address N J A /yEw1KC�TntJ . CT Zip oln 1 I I uJA Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area N/A Purpose of this permit DrMvL i -n oi-A City Water❑ We11V Septic System❑ Sewer Ins: HO S Cert. Area Basement Garage Approved by Date Use Group�onstruction Type —� Revised W02 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 this ing a allowed. Signed ' I hereby apply for a Certificate upanc for t described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description -----------Due- Whom Code Comment 1 -------------------- ------------ --------------- **-30113-B 7,000 B10 FINAL 10/27/03 WNB A B10 FINAL 10/27/03 WNB A CLOSEOUT APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP O 1540 SULLIVAN AVENUE �''-''e' � %�7 - 644-2511 ext. 230 Bldg.Permit# —77 Date Building Inspector Application must be printed or typed FEE SCHEDULE 1L7471;� " ob: $0-$1,000=$15.00 J© S n/- A/' Over$1,000= Street No. Stre Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS kei APPLICANT'S HONE# �� OWNER %» q .%O W N S Fq< OWNER ADDRESS OWNER PHONE c O * = ESTIMATED COST$ C Q IS THIS A CONTRACT COST? Yes 1XNo, FEE ENCLOSED $ I TYPE OF JOB: 1 R,CON New Installation Alteration/Addition/Repair (�O 1 3(e 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 SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS 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 4 THE UNDERSIGNED NEARBY 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 CONTRACTORS LICENSE N TYPE STATE SIGNATURE OF APPLICANT DATE ;rzzo"/7 e� R \ ID Ns�• o*�\ �� �\ O 15' EASEMENT IN FAVOR / �s• ,�'e•� \ `�O OF RICHARO NAROUSKI SR. FOR THE PURPOSE OF , oP ? A7• f INSTALLING A WATER SERVICE ^ „ �29• W \ ► G O NA ROBERT A. MAROUSIG 3 � g ti � ry �,�,, s�,• o c w w ' r SUMP PUM!P 1�3,Sy � �/ ` � , ' �►� 'k1 / t 2s r 7 r w Q' Al 00. I 091 (TpT� 160 J `► r / /r / R1C.HM MAARROUSIO SR. RECORD AS 'HIC SCALE in (860) 29 1-8755 DOMCM REMAMr PREPARED raR ®� zo � &rofessionals, inc. Amami At8roue� ,¢ r. ���� Richard A. M"orre�El ,J h = 40 feet civil engineers planners surveyors 1075 Pleasant VaHeT Rom MANY Br. DYC 165 south satellite rood, south windsor. connecticut 06074 SOUTH WINDSOR• CONNECTICUT or A'Yl, DATE OCT I $ gntt �)ouln vvindsor BUILDING DEPARTMENT - .� d nT w�-•,d;rp to ba ,_7 Pl rat �•.11,E - trftr.^ton �r,o -uf1r9 �_+�+•m-f '. ..If,l c.tf:r. <. :)��.sl isst,nrwr of a WUOing r' 'I•::r is +nr,r v 1 st.nlec+ , Yfir mn:4rton trot r •,� r-gurntina "Idlrrg snarl bra r Onved pumm Ibd witty . - ptarlr CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s) and/or structure(s) as 1q• shown on this plan appear(s)to be in conformance with current South Windsor regulations. Variances `1 SIyd and special ex eptions may apply. `�1 q Date Zo ement Omcer Al s� 2 15' EASEMENT IN FAVOR / IT. -to \ OF RICHARO MAROUSKI FOR THE PURPOSE OF INSTAWNC A WATER SERVICE G / I O / r, I ICA / 2 S6f• • �/ r�Q�? �U SU11P PUMP s •Y LL,, � 2 w � / V � / I f / f /i RlCfARD YAROl1S1Q SR ?~ s / - / SCALE RECORD AS—BUILT esig (860) 291-8755 DtrpmR so '° n r�cr�Mm r•� rofessionals, inc. `��l �lirorre�l `g 40 feetiviMChl!'Id A. Mp!'O Jl. d��Qj 165 south sotell to roodf D�anners 1075 Plawat V ' D south w�ndsor, surveyors ♦�ft it �wv gr q,� Connecticut 06074 SOM WND50R' JX Nd:1670 rnuucrrva e. APR 10 2008 South Windsor BUILDING DEPARTMENT W THE BUiI4AC DEPT. WIM Qi NQJ;fi 'l:INU (his certified that this plan and $P*c!'icattons a".1 Lr copies of the proposed building or alterations t.� erected at together with amendments stated in applic ion riled with plan and I agree to comply with a 1 mnirg Auliding and state laws and such orders as shall b issued by the fivilding Department during pender,c, a: this application and final issuance of a bulld.nc pefTlt. Signed rhis plan Is approved subject to the condition tha ord_-rs and nrdlhances regulating building shell br -,,,,plied with. c ndrtionally Approved These filed with __.. 1• r. '!art- CERTIFICATION t � CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s) and/or structure(s) Co s1 on this plan appear(s) to be in cor' wi;h current Sculh btli:-A;,or Eleg Variances and sped-_! c;:::,y;ions Date 1 i� + �Q Zoning En orceffwnt Officer APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT �h n 6 APP v 1540 SULLIVAN AVENUE Bldg.Permit# y---4 ), 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 /0 7 S /n/t Ax'g ZD . Over$1,000= Street No. Streel Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS J3/ c%rr .,v�- ,S i' ��t-i.�v r ll c C i d& C)o�z APPLICANT'S PHONE# OWNER w O N Sf .� OWNER ADDRESS OWNER PHONE -/3.2 ? O ; Or ESTIMATED COST$ C IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ �3 TYPE OF JOB: 4 SOR COCA New Installation Alteration/Addition/Repair jsa q,e, /�i/ — �'c w xo�/a v—7 Revised 03/05/10 a APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATE WITH A BUILDING PERMIT APPLICATION?ASSOCIATED ❑ 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 SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS 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 6iea�./c 4-c Pv 5 e rr� !��24C M4DVLJ7_ j 00,-/,t w --L--# 0 ,�E r �;2 /vvcrfyf 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 CONTRACTORS LICENSE NO. �J APE STATE SIGNATURE OF APPLICANT ��X DATE � A Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph:434.574.6138.E-mail: grichardpe@aol.com Richard B.Gordon, P.E. President November 22, 2010 South Windsor Building Department South Windsor, CT 06237 Re: Solar Electric Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Connecticut. The 2x6, 16" o.c., framing structure below the roof is definitely adequate, up to span of 11'-11",with our evaluation being accurate and precise to sustain the additional approximate 4.33 Ib/sq ft roof load (modules plus all mounting hardware), 24 psf snow load (30 psf ground snow load reference) and the design wind speed of 115 mph wind uplift load of approximate 19.6 lb/sg ft imposed by the 9.84 kw Solar Electric 48-205 Suntech Module System proposed to be installed at the residence of Paul & Linda Brodeur, 1075 Pleasant Valley Road South Windsor, Connecticut 06074 and is in general conformance to the manufacturer's specifications, and in our professional opinion, is in compliance with all applicable laws, codes and ordinances No existing roof vents or penetrations will be affected by installation of the solar array. The spacing of the UniRac mounting brackets ("feet") is at a maximum of 64" o c along the rail and using 5/16" x 3 %" length lag bolts to mount rails to rafters while alternating mounting feet between adjacent rafters between rail rows for better distribution of roof load. Rails may be attached to either of two mounting holes in the L-feet Then mount in the lower hole for a low profile, more aesthetically pleasing installation Mount in the upper hole for a higher profile,which will maximize airflow under the modules This will cool them more and may enhance performance in hotter climates Slide the 39-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. The 5/16" x 3 %" length lag bolts are more than adequate to resist the 115 mph wind loads. u�uuuun Very truly yours, OF CONN' '''�. Optimize Engineering Co. LLCco 0 Co��G�'= Rich B. d n .E. 2' Conn ticu .E. License No. 26357 ;90'•.,�No 2657 �'e• ------ --4-- ---- 12 Modules in Series 0 Conductor System Design Specifications � - 0 ' r---- -r-- - 3 Parallel Strings -- — ' ' A #12 or 10 USE-2 OR PV wire System Size 9.84 kW DC-STC Utility-AC ----♦-- - - O 12 Modules in Series 120/240V B #8 stranded, equipment ground Mounting Roof Mount 1 Parallel Strings 11 *C #12THHN-in conduit, EMT/PVC #of Inverters& Location 2-Basement A M D #10/3 RX or#10THHN in conduit Total# Modules 48 J-Box F E #6THHN stranded or Bare System AC output 240V 50A @ 125°� i *c D 6 7 8 9 F #M RX or#6 THHN in conduit Utility Connection Line Tap @MEP ' ' 4 Inv.#1 Solar Only AC Disc AC Disc G #12/2 RX or THHN in conduit Module Specifications Pe 3 �- -•� --- ------ Manufacturer SunTech � 50A2P Non 200A *Use Metal raceway when entering building or `D C AC Fused Fusible Model STP205-18/Ub-1 20A2P structure (NEC 690.31 E ) - Fuse @60amp ' ' S lnv.#2 **Temperature correction factor. 1.17 Isc Voc Imp Vmp (NEC 690.7-table) 15A2P 10 8.23 33.5 7.8 26.3 O E i --- ` ' DC AC 40A2P � r- _ _ _ _ _ _ Model/Mfg. PVP2500/PV Powered - -- - - ---- -- ------- DC'Grounding Electrode Building Grounding I Output power 2500 watts/240V B 5/8'ground rod G Electrode AC Output amps 10.4amps @240V '? io N Existing Electrical Service Info - a_ z; 2 = Stringing/ Parallel 1 of 12 Panel Mfg. Cutler Hammer O.C. O.V. **M.S.V. S.C.0 d'!:y�lu Size-Main CB 200amp 7.8 315.6 454.26 12.86 �""�nnu�►�+++`+ Spaces Available 1 Incoming Service Underground Inverter#2 PO0N Model/Mfg. SB7000US I SMA. Cl)co o'•2y O DESCRIPTION Customer Information Output power 7000watts/240V:z'•� Z N U 1 Solar PV Module-SUNTECH/STP205S-18/Ub-1 Meter# 88 769 914 �' = AC Output amps 29.1 amps @ 240V ,Q �bH01a - '•��, 2 Junction box(if used) Account# 51841924012 dS' R��,. Stringing/Parallel 3 of 12 3 Inverter Integrated DC/AC Disconnect Phone# 860 432 9277 O.C. O.V. **M.S.V. S.C.0 4 PV Powered-PVP25W Email: pbrodeu2@att.net N 23.4 315.6 454.26 38.58 5 SMA-SB7000US -i m r- 6 Solar Combiner Load Center 8 Cir 125A 120/240 Main Lug-"Solar Only" One Line Electrical Diagram, Single-Phase PV System � 0111 "Utility Disconnect" located within 19 of meter-60amp 3p Non-Fusible-Type 3R ` N 7 Owner/Installation Address Solar PV Contractor �, X < Mfg: Siemens Model:GNF322R ---------- -- --------- - --- - ---- ---- ------------ ------ - - m c o > - m Paul & Linda Brodeur Q' "Service Disconnect" located in site of electrical panel-60amp 2p Fusible -Type 1 iL C Lu 8 1075 Pleasant Valle Rd [ O�V�� 131 Whiting Street-Suite 6 w Mfg: Siemens Mode1:GF222N (installed when "line tap"utility oonnerrtion is used) Y ✓••--..._.-.. cy)ci: E South Windsor CT 06074 Plainville CT 06062 N ILL. 9 Main Electrical Service Panel, Existing 200amp E N P: 860-747-5903 F: 860-747-5936 Q- c 10 Remote Monitor& Kilowatt hour meter, Locus& E-Mon D-Mon o CT Lic. E 1#124054 U 11 Utility Meter Date: 11/2/2010 DWG No. E1.1 Dr awn By: MAM REV No. Scale: NTS -T _ -- _ ,-�. - -.. s .� _....r._�.� -- �_�.. v �� -. • N System & Site Design Spec. DC-STC Size 9.84KW Total #of Modules 48 Total#of Inverters 2 Inverter Location Basement 3 3 5 AC Solar Disc. Loc. Near Meter O2 6 6 GARAGE 1 i Roof Pitch 300 8 18 O 7 Roof Orientation(s) 2200 3 STRING OF 12 , Layout Portrait SB7000US , 1 STRING OF 12 ; PVP2500 Warning ! O g This home contains a solar PV system capable of operating independently of ooN....the Utility system. ~:�°P °,;�•��, :z Z Z Disconnect for this PV system is located within 10' = :m z �;�� of the Utility Meter. 0 �1d!!►�!d Q�,o`��;:' DECK O AC Solar Disconnect Switch -w• oo w•Z=% U co 2 Main Electrical Panel OSolar PV Inverter (s) Solar PV Array O Z OElectrical Utility Meter U M Property Owner Prepared by �' N O DC/AC Disconnect& Combiner C: X Q Paul & Linda Brodeur "�i,�, 131 Whiting Street- Suite 6 a) gy CO . m 7 EMT interior/ PVC exterior 1075 Pleasant Valley Rd ��� Plainville CT 06062 c"w p .� South Windsor CT 06074 "' o)n- E P: 860-747-5903 F: 860-747-5936 N •c co Site le Ian CT Lic. E 1#12405400 2 p Created on: 11/2/2010 44 01. ' I • .205 J .ri suNTECH Solar powering a green future' 210 Watt - POLYCRYSTALLINE SOLAR MODULE Features High module conversion efficiency(up to 14.3%), through superior manufacturing technology Guaranteed 0-5W positive power output tolerance ensures high reliability 1 Anti-reflective,hydrophobic coating improves light absorption and reduces surface dust Three bus-bar design enhances cell reliability and reduces series resistance for large fill factor Excellent performance under low light environments (mornings,evenings and cloudy days) Entire module certified to withstand high wind loads (2400 Pascal)and snow loads(5400 Pascal) ® ove C E PV CYCLE a Trust Suntech to Deliver Reliable Performance Over Time Specially designed drainage holes and rigid construction • World's leading manufacturer of crystalline silicon photovoltaic modules prevent frame from deforming • Unrivaled manufacturing capacity and world-class technology _6111 a e° or breaking due to freezing • Rigorous quality control meeting the highest international standards A '' weather and other forces. ISO 9001:2008 and ISO 14001:2004 • Certification and standards:IEC 61215,IEC 61730,conformity to CE Latest IP67 rated junction box Industry-leading warranty _ improves module performance • 25 year transferrable power output warranty: stability with enhanced thermal s „^_ 5 year/95%,12 year/90%,18 year/85%,25 isolation. year/80%** Based on nominal power Warrants 6.7%more power than the market i standard over 25 years 5 year material and workmanship warranty rw ' Please refer to Suntech Standard Module Installation Manual for details. Please refer to Suntech Product Warranty for details. Copyright 2010 Suntech Power r 2010 • 81Ud I Electrical Characteristics `Junnton box Drainage rides --.-� STC STP210-18/Ud ' I4x9t0.S5x 0.351 Optimum Operating Voltage(Vmp) 26.4V 26.3V Mounting slots e Paced Optimum Operating Current(Imp) 7.95 A 7.80 A Open-Circuit Voltage(Voc) 33.6 V 33.5 V A t J A Short-Circuit Current(Isc) 8.33 A 8.23 A Maximum Power at STC(Pmax) 21 O W 205 W -es+t•asl ? Module Efficiency 14.3% 13.9% (Back View) a m _ Ground roles ry g Operating Temperature -40°C to+85°C -40°C to+85°C 7 dacn Maximum System Voltage 1000 V DC 1000 V DC Maximum Series Fuse Rating 20 A 20 A sWa A-A Power Tolerance O/+5 W O/+5 W +1 1—diance 10W W.%nr',n Jule tempemttre 2 `G:.iabl-1 S rLl -- - 1 NOCT STP21O.18/1.1d STP205-18/Ud Note.mm(Inch) Maximum Power(W) 153 W 150 W Maximum Power Voltage M 24.0 V 23.9 V Current-Voltage&Power-Voltage Curve(210-18) Maximum Power Current(A) 6.39 A 6.27 A a — _. „e Open Circuit Voltage(Voc) 31.2 V 31.1 V __ t..... ...._.... I --- 10 Short Circuit Current(Isc) 6.75 A 6.64 A tEfficiency Reduction (from 1000 W/ml to 200 W/ml) <4.5% <4.5% 3 " I w I 1Rm.arib,nt temprraturr Y:,trend speed t ma en m • Mechanical Characteristics Voltage M Solar Cell Polycrystalline 156 x 156 mm(6 inches) —,000wrM— ••wmv .- c mow- ...—r- —w—=amwim No.of Cells 54(6 x 9) Dimensions - 1482 x 992 x 35 mm(58.3 x 39.1 x 1.4 inches) Weight 16.8 kgs(37.01bs.) Temperature Characteristics Front Glass 3.2mm(0.13 inches)tempered glav Nominal Operating Cell Temperature(NOCT) 45t2°C Frame Anodized aluminium alloy Junction Box IP67 rated Temperature Coefficient of Pmax -0.47%/°C _ Temperature Coefficient of Voc -0.34%!°C H+S RADOXe SMART cable 4.0 mm,(0.006 inches'), Output Cables symmetrical lengths(-)1000 mm(39A inches)and(+) Temperature Coefficient of Isc 0.045%/°C 1000 mm(39A inches),RADOX's SOLAR integrated twist locking connectors Dealer information box Packing Configuration Container 20eGP 4O'GP 40'HC Pieces per pallet 26 26 26 Pallets per container 6 14 28 Pieces per container 1S6 364 728 I 1 Specifications are subject to change without further notification • • e 12010 i lb S SB 600OUSA / Certified to the new r UL 1741/IEEE 1547 ' 1 a 10 yr. standard warranty > Highest CEC efficiency in its class 4 - Integrated load-break rated AC and DC �'� �` disconnect switch r ` Integrated fused series > �f string combiner ; I 5 c.4 Sealed electronics enclosure & Opticool > Comprehensive SMA ��� .� communications and data collection options Ideal for residential or commercial applications Sunny Tower compatible t Sunny Boy 5000 6000 The best in their SMA is proud to introduce our new line of inverters updated with our latest technology and designed specifically to meet the new IEEE 1547 requirements.The SB6000U and SB7000U are also compat- ible with SMA's new Sunny Tower. Increased efficiency means better performance and shorter payback periods. All three models are field-configurable for positive ground systems making them (� LUS more versatile than ever.With over 500,000 fielded units,Sunny Boy has become the benchmark for VP PV inverter performance and reliability throughout the world. Technical Data _ zn u n nY Boy 5 000 6000 7000 SB 5000US SB 6000US SB 7000US Input Max.Recommended Array Input Power DC O STC) 6250 W 7500 W 8750 W ..-.1,.9 _ - -____ .W Max.DC Voltoge _ 600 V 600 V 600 V Peak Power Tracking Voltage 250-480 V 250-480 V 250-480 V DC Max.Input Current 21 A 25 A 30 A DC Voltage Ripple <5% <5% <5% Number of Fused StringjM _ _ 4 4 4 t PV Start Voltage 300 V 300 V 300 V Output Data)AC) € AC Nominal Power 5000 W 6000 W 7000 W s AC Maximum Output Power 5000 W 6000 W 7000 W AC Maximum @ Current Output Out C 208,240,277 V P 1 I 24 A,20.8 A, 18 A 29 A,25 A,21.6 A 34 A,29 A,25.3 A z AC Nominal Voltage Range 183-229VO208V 183-229V@208V 183-229V@208V 211 -264 V @ 240 V 211-264 V @ 240 V 211-264 V @ 240 V 244-305 V @ 277 V 244-305 V @ 277 V 244-305 V @ 277 V a AC Frequency/Range 60Hz/59. z- 3H605Hz 60H59.3H60.5Hz 60H59.3Hz-60.5Hz Power Factor _ 1 z/ z- z/ 1 Efficiency 4 Peak Inverter Efficiency 96.8% 970% 97.1% - CEC weighted Efficiency 95.5%O 208 V 95.5 Y.@ 208 V 95.5%@ 208 V v, 95.5%@ 240 V 95.5%O 240 V 96.0%@ 240 V a 95.5%O277V 96.0%O277V 96.0%@277V Mechanical Data Dimensions W x H x D in inches 18A x24.1 x95 18A x24.1 x95 18.4 x24.1 x95 r Weight/Shipping Weight 143 Ibs/154 Ibs 143 Ibs/154 Ibs 143 Ibs/154 Ibs r Ambient tern erotureran a -13to+113 °F -13to+113 °F -13to+113°F -.w_ Power Consumpt on:standby/nighttime <7 W/0.25 W <7 W/0.25 W <7 W/0.25 W Topology PWM,true sinewave, PWM,true sinewave, PWM,true sinewave, i _. current source current source current source - Cooling Concept Convection with Convection with Convection with regulated fan cooling regulated fan cooling regulated fan cooling— a Mounting Location Indoor/Outdoor NEMA 3R41/0 i Features LC:D D'splay Lid Color:aluminum/red/blue/yellow Communication:RS485/Wireless Warranty: 10-year lip— Compliance: Compliance:IEEE 929,IEEE-1547,UL 1741,UL 1998,FCC Part 15 A&B r O q T v Specifications for nominal conditions O Included O Option — Not available Efficiency Curves - ------- ---- - — Urv'750 V DC — 1 <<� _ � . ..R.. ss r000us r` ,.,.., .•�•q � � 7t7 s i aao 7�^ 1— +voo 5000 6000 7000 www.sma-america.com Phone 530-273-4895 Toll Free 888-4SMAUSA SMA America, Inc. Powered"' PVP1 100 to PVP5200 String Inverters Proven Reliability - Now With an Integrated AC and DC PV System Disconnect Listed to the UL 98 Standard PV Powered, Inc.continues to deliver industry-leading reliability and technical innovations that lower the total cost of PV systems installation. PV Powered is now the only manufacturer of a residential inverter-integrated AC/DC PV System Disconnect that is listed to the UL 98 Standard. The UL 98 Standard,called "Enclosed and Dead-front Switches," ensures the integrated PV Powered disconnect meets all installation and inspection requirements of a PV System Disconnect. Housed within an NEC Compliant wire raceway, PV Powered's innovative disconnect consists of one enclosure with generous working room for installation. In addition to providing for a single point of connection from the utility service and PV array,the wire raceway's optimized knockout locations also provide options for side, bottom and back entry with minimized conduit bending. The wire raceway enables flush side-by-side mounting, eliminating the need for extra equipment and resulting in a cleaner, less expensive installation. PV Powered's string inverters are backed by the industry's first nation-wide ten year warranty and equipment replacement program. Optional performance monitoring is available which includes low cost,secure web-based access to inverter status and performance history. a FEATURES f Industry-Leading Reliability • Endurance tested to 20 year operating life ---; _ • Lowest part counts and fewest interconnects eliminate common failure points • Field-proven technology with thousands of units installed nationwide Integrated AC and DC PV System Disconnect • Listed to UL 98 Standard for use with PV Powered UL 1741 Listed string inverters • Robust testing of switch mechanism to UL 98 Standard,called "Enclosed and Dead Front Switches" • Single AC/DC switch visible and lockable in the OFF position ® ® •NEC Compliant internal wire raceway enables flush side-by-side mounting • Direct-to-wall surface enclosure design allows for easy access and installation Easy Installation Example of Side-by-side Flush • Factory integrated inverter and PV System Disconnect eliminates the need for extra equipment Mounting on 16" Intervals •Interconnections reduced from 12 to 4 points,saving installation time and material costs • Field-configurable inverter grounding schema with simple jumper selection 20720 Brinson Boulevard •Optimally placed knockouts for a variety of conduit routing options PO Box 7348 All PV Nlvvwd prod.os Installer-Focused Support de,cl.,d and Bend,OR 97708 m n„r:Kmredi.,rh,u.S„ • No special purchase requirements to get the best technical support in the industry wiry;o,npram,,dn tl,rRupA,„,,,, r A,!,d 1.541-312-3832 • Live technical phone support l'o"k to,pro�ea,v,dk WWW.PVPOWERED.COM by the frde"1,11 u1u, •Optional performance monitoring available Package n2009 PV Poevered D I M E N S 1 0 N S PVP1100 to PVP3500 • e 11 1 1 1 -DRAIN-1.PORI 1 n , 4 3/8' 4 1/2- 61/2' t Q• Q f 'I i 80TiOM AM •• •,• ,.,,,,... . .- - � - PVP4600, PVP4800, PVP5200 1. II11 ® li2 Nn VZ.3/."10 , 1 • uuaNacE Rt7ui � ` vc BOIlOM VIEW E L E C T R I C A L S P E C I F I C A T I O N S Continuous Output Power(watts) 1100 2000 1•2600 2800 3000 3500 4600 4800 5200 Weighted CEC Efficiency(%) 90.5 92 94.5 92 93.5 95.5 95.5 96 96 Maximum DC Input Voltage(VOC) 500 500 500 500 500 500 500 500 500 DC Voltage Operating Range M 115-450 115-450 140-450 180-450 170-450 200-450 205-450 200-450 240-450 DC Minimum Start Voltage 130 130 155 195 185 215 220 215 255 DC Isc Maximum Current(A) 26 26 26 26 26 26 48 48 48 DC Imp Nominal Current(A) 10 18 20 18 18 18 25 26 25 AC Maximum Continuous Current(Amps) 10 9 11 13 13 15 23 21 23 AC Nominal Voltage(V) 120 240 240 208 240 240 208 240 240 AC Output Voltage Range(V) 105.6-132.5 211-264 211-264 183-229 211-264 211-264 183-229 211-264 211-264 AC Frequency Range(Hz) 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 M E C H A N I C A L S P E C I F I C A T I 0 N S Inverter with Factory-Integrated AC and DC PV System Disconnect NEMA 3R Steel Enclosure,Wall Mount Bracket Included Temperature -25°C to 40°C Weight(lbs) 55 65 70 80 80 85 135 135 135 Inverter with Disconnect Dimensions 30 3/8"H 30 3/8"H 30 3/8"H 30 3/8"H 30 318"H 30 318"H 35"H 35"H 35"H x 15 518"W x 15 5/8"W x 15 5/8"W x 15 5/8"W x 15 5/8"W x 15 5/8"W x 18 1/8"W x 18 1/8"W x 18 1/8"W x 8 1/4"D x 8 1/4"D x 8 114"D x 8 1/4"D x 8 1/4"D x 8 1/4"D x 8 518"D x 8 5/8"D x 8 5/8"D AGENCY APPROVALS MODEL PVP1100 PVP2000 PVP2500 PVP2800 PVP3000 PVP3500 PVP4600 PVP4800 PVP5200M UL 98 13th Edition, Enclosed and Dead-Front Switches, UL 1741 Nov 2005 Revision, CSA C22.2 107.1 2006 Revision, IEEE 1547 Compliant, FCC Class A&B 02009 PV PdWOed 1 � SOLARMOUNT Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC-1 Top mounting , I clamps Module 4W T-bolt Nib Cous Figure 26.Slide UGC-1 grounding UGC-1 `_ clip into top mounting slotofrail. Torque modules in place on top of conforms to _ _ clip.Nibs will penetrate rail anod- uL St.naard 467 ?" ization and create grounding path through rail(see Fig.3,reverse side). SolarMounttbh)rail(any type) Figure 27.Insert a bolt in the W E E B Lu g aluminum rail or through the clearance hole in the stainless steel flat washer.Place the stainless steel flat washer on the bolt,oriented -y so the dimples will contact the • �. aluminum rail.Place the lugportion on the bolt and stainless steelflat washer.Install stainless steel flat washer,lock washer andnuL WEEBLug taw ^ Tighten the nut until the dimples are completely embedded into the rail and lug.The embedded dimples make Stainless Steel Flat a gas-tight mechanical connection Washer(WEEB) and ensure good electrical connection between the aluminum rail and the .•�-"'`� Clips and tugs are sold separately. lug through the WEEB. ountO rail (any type) Figure 28.UGC-1 layout for even and odd number of modules in row. "X"denotes places to install UGC-1. Even Number of Modules in row --LIJ-LIJ-A Odd Number of Modules in row •■• U N I RAC PuUp0O413-2cc A Hl 2010 an 7 2010 by Cnirac.Inc. A HILTI GROUP COMPANY All rights reserved. r � :C'U N I RAC Installation Sheet 225.6 Unirac Grounding Clips and WEEBLugs 10 year limited Product Warranty Unirac,Inc.,warrants to the original purchaser with Unirac's written installation instructions,or sole discretion.such repair or replacement shall ("Purchaser")of product(s)that it manufactures if the Product has been modified,repaired,or completely satisfy and discharge all of Unirac's ("Product")at the original installation site that reworked in a manner not previously authorized liability with respect to this limited Warranty. the Product shall be free from defects in material by UniRac IN WRITING,or if the Product is Under no circumstances shall Unirac be liable and workmanship for a period of ten(10)years, installed in an environment for which it was for special,indirect or consequential damages from the earlier of 1)the date the installation not designed.Unirac shall not be liable for arising out of or related to use by Purchaser of of the Product is completed,or 2)30 days after consequential,contingent or incidental damages the Product. the purchase of the Product by the original arising out of the use of the Product by the Manufacturers of related items,such as PV Purchaser.This Warranty does not cover damage Purchaser under any circumstances. modules and flashings,may provide written to the Product that occurs during its shipment. If within the specified Warranty period the warranties of their own.Unirac's limited storage,or installation. Product shall be reasonably proven to be Warranty covers only its Product,and not any This Warranty shall be VOID if installation of defective,then Unirac shall repair or replace the related items. the Product is not performed in accordance defective Product,or any part thereof,in Unirac's EH U N I RAC 1411 Broadway Boulevard NE i on Albuquerque NM 87102-1545 U5A N. 2 i Splices/Expansion Joints Installation Manual 908.2 «xMob Splice Bar for Splice Plate for SolorMount SolorMount Standard Roil Standard Rail [1] Installer responsibility: [2] Applications: Splice bars are structural elements that may • be used to join together lengths of one of The installer is solely responsible for:A the extruded aluminum rails used in Unirac products:Solat-Mount'"standard,Solar- • Complying with all applicable local or national Mount"°HD(heavy duty),or SunFrame-. building codes,including any that may Splice plates are also structural and may be supercede this manual; used only with the products specified in this • Ensuring that Unirac and other products are manual. appropriate for the particular installation and Although structural,neither type creates a the installation environment; joint that is as strong as the rail itself.A rail • Ensuring that the roof,its rafters,connections, should always be supported by more than ' and other structural support members can one footing on both sides of the splice. support the array under all load conditions; (Manuals for code compliant planning and • Using only Unirac parts and installer-supplied installation for SolarMount and SunFrame parts as specified by Unirac(substitution of can be downloaded at the respective product parts may void the warranty); pages at www.Unirac.com.) • Maintaining the waterproof integrity of the Because of these support requirements, roof; never use either type of splice in conjuction with the following applications: • Ensuring safe installation of all electrical aspects of the PV array. • PV PoleTops'"' • PV PoleSidesT" • SolarMount arrays with high profile tilt legs • U-LA large arrays Pub 100114-Iii January 2010 U N I RAC ■ A HILT[ GROUP COMPANY See www.unirac.com/distributors foryournearest Unirac distributor. r»2010 by Unirac,Inc. Unirac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirae.com. All rights reserved. U N I RAC Installation Manual 908.1 Splices/Expansion Joints In runs exceeding 45 feet of rail,Unirac recommends the use of expansion joints. Runs of rail less than 45 feet in length, _ with more than two pairs spliced together,are an acceptable " installation for the SolarMount and SunFrame systems. As 11 long as installations conform to the standard methods outlined in the Installation Manual 227(SolarMount)and 809(Sun- Frame),it will not void the Unirac warranty. Expansion joints: Expansion joints prevent buckling of rails due to thermal ex- pansion. In runs of rail exceeding 45 feet,expansion joints are required. Only the splice bars,not splice plates,may be used for thermal expansion joints. Splice bars slide into the footing bolt slots of SolarMount or To create a thermal expansion joint,slide the splice bar into SunFrame footing bolt slots.They are secured by No.10x 3/4-inch the footing slots of both rail lengths.Leave approximately half stainless steel,self-drilling screws.Expansion joints are secured on an inch between the segments.Secure the splice bar with two one side only. screws on one side only.Footings(such as L-feet or standoffs) should be secured normally on both sides of the splice. No PV module or mounting hardware component should straddle the expansion joint. A string of modules must clearly ' end before the joint with mounting hardware(top mount ' clamps or bottom up clips) terminating on that rail. The next string of modules would then commence following the splice / with mounting hardware beginning on the next rail. / Caution \ l� Stainless steel hardware can seize up,a process called galling.To \ significantly reduce the likelihood of galling,apply a small drop of anti-seize lubricant to the threads of all bolts before installation. Anti-seize lubricants are readily available in any auto parts and Splice plates are for use with SolarMount standard and HD rails some hardware stores.In their absence,any lubricant will reduce only.Hexhead bolts slide into the footing slots of the rails.Flange chances of galling.Do not use anti-sieze on self-drilling screws. nuts secure the plate. 10 year limited Product Warranty Unirac,Inc.,warrants to the original purchaser with Unirac's written installation instructions,or sole discretion.Such repair or replacement shall ("Purchaser")of product(s)that it manufactures if the Product has been modified,repaired,or completely satisfy and discharge all of Unirac's ("Product')at the original installation site that reworked in a manner not previously authorized liability with respect to this limited Warranty. the Product shall be free from defects in material by Unirac IN WRITING,or if the Product is Under no circumstances shall Unirac be liable and workmanship for a period of ten(10)years, installed in an environment for which it was for special,indirect or consequential damages from the earlier of 1)the date the installation not designed.Unirac shall not be liable for arising out of or related to use by Purchaser of of the Product is completed,or 2)30 days after consequential,contingent or incidental damages the Product. the purchase of the Product by the original arising out of the use of the Product by the Manufacturers of related items,such as PV Purchaser.This Warranty does not cover damage Purchaser under any circumstances, modules and fleshings,may provide written to the Product that occurs during its shipment, If within the specified Warranty period the warranties of their own.Unirac's limited storage,or installation. Product shall be reasonably proven to be Warranty covers only its Product,and not any This Warranty shall be VOID if installation of defective,then Unirac shall repair or replace the related items. the Product is not performed in accordance defective Product,or any part thereof,in Unirac's �m 1411 Broadway Boulevard NE max, MEN U N I RAC Albuquerque NM 87102-1545 USA 2 SolarMount® Sizing Charts :P U N I RAC Pro-Pak Rails and L-feet Use Pro-Pak component pricing when regularly using SolarMount on multiple installations. Standard rail Serrated L-feet PRO-PAK:Standard rail bundles consist of 8 rails.Bundles listed her PRO-PAK:Each L-foot include a stainless steel bolt and do not include L-feet or hardware.See the sizing chart(pp.4-5 or 6-7) a flange nut to attach the foot to SolarMount rail.Lag bolts to deterimine rail length appropriate to your installation.If desired rail are not included.Rail set pric' (p.8)lists the appropriate length exceeds 240 inches,order a splice and two segments.Spliced ;t z ° number of L-feet per pair of s. segments should be as close to equal in length as possible. Nominal Rail Bundle of 8 roils Quantity ship wt(Ibs) Part no. length Nominal ship Nominal ship ( (inches) size(inches) weight(lbs) Item no. 8 3100620 5 31006 48 5 1 x 5 x 3 30 300101 60 63 x 5 x 3 36 300102 72 75 x 5 x 3 44 300103 84 87 x S x 3 50 300104 96 99 x 5 x 3 55 300105 106 109 x 5 x 3 61 300106 120 123 x 5 x 3 67 300107 132 135 x 5 x 3 72 300108 144 147 x 5 x 3 78 300109 156 159 x 5 x 3 92 300110 168 171 x 5 x 3 100 3001 1 1 180 183 x 5 x 3 108 300112 192 195 x 5 x 3 114 300113 204 207 x 5 x 3 120 300114 L Feet attach to roof rafters with 216 219 x S x 3 128 300115 a 5/16" x 4" Galvanized Lag bolt 228 229 x 5 x 3 135 300116 240 243 x 5 x 3 142 300117 Light rail PRO-PAK:Light rail bundles consist of 10 rails.Bundles listed here do not include L-feet or hardware.See the top mounting sizing chart in(pp.6-7)to deterimine rail length appropriate to your installation.If desired rail length exceeds 216 inches,order a splice and two segments.Spliced segments should be as close to equal in length as possible. Rail Bundle of 10 rails length Nominal ship Nominal ship (inches) size(inches) weight(Ibs) Item no. 48 51 x 5 x 3 25 303101 60 63 x 5 x 3 30 303102 72 75 x 5 x 3 36 303103 84 87 x 5 x 3 41 303104 96 99 x 5 x 3 45 303105 106 109 x 5 x 3 SO 303106 120 123 x 5 x 3 S5 303107 132 135 x 5 x 3 59 303108 144 147 x 5 x 3 64 303109 156 159 x 5 x 3 75 303110 168 171 x 5 x 3 82 303111 180 183 x S x 3 88 303112 192 195 x 5 x 3 93 303113 204 207 x 5 x 3 98 303114 216 219x5x3 104 303115 w,. See www.unirac.com foryour nearest UniRac distributor. 9 NOTES 1.PROPERTY O N RR ZONE S PROPERTY IS N FLOOD ZOIE%-AREA DETERMINED TO 8E OUTSIDE WO-YEAR FLOW PLAN FIRM COIMIN7Y-PANEL NUMBER 000038-MOD REVISED U 2DO1. 4.PROPERTY IS SUBJECT TO A VARIANCE TO ALLOW A.)LOT Siff REDUCTION FROM 40,249t S4 FT.70 38,804t SR FT. a LOT DEPTH REDUCTION FROM 171't TO 184':L \ C. FRONT YARD SET BACK REDUCTION(FOR GARAGE ONLY)FROM 23-t 10 21't. � \ ABOVE VARIANCE IS N VOLUME 1307 PAGE 281 OF 1F SOUTH MMSOR LAW RECORDS HORI5.THISZONTAL MAP IS oEroDolr ON MAP MAP REFREFERENCE/I AND MAP REFEROICE a �S Vol \ \ \Alm III,HoarzollTAl DLTILM rAKT3f FROM MAP RESERfHCE a \ �.LDT ACREAGE-A804 s.F.o.Be AO a r VARIANCE TO SECTION 10.2 TD ALLOW A BREEZEWAY 4r FROM THE FRONT PROPERTY LINE GRAMM O1 10-3-OZ k t�,T3�s��3• \ �> y�j\�Tk `b 1NeT 1 \lei+ W MAP RE ERENCES 1.v1eaPERTY OF ANRW ROU90 IY P.MA -CLARx STREET SOUTH rnNosOR COl't SCALE r-w S PiENBF7t 1988 BY JON a CONOLLY,R > Ns7• 44 \!�O \ BY THE STATE TE OF CONNECTNDSOR MAP s1aMNo LAND TRANSPORTATION RD FROM AMETJA MARCUSRECONSTRUCTION ET A. / ' / BY THE STALE a CONNECTICUT DEPARTMENT OF iRANSPORTATKN-RECOfISTRUC710l1 OF PLEASANT VALLEY ROAD AND CIARK STREET-SCALE 1:800 AUGUST 2001-YOMN NO.132 + PROJECT 132-125 44ACS F.BYRNES 15' EASEMENT IN FAVOR -\ ( OF RICHARD MAROUSKI SR. B ' FOR THE PURPOSE OF INSTAWNG A WATER SERVICE ^ �. O / aaeExT A. MARaJS)v ly 1 N O fL4 P N / ` a/ *Vt, 4A '' I, suMP P*UMP,TF3,5Sf I r w 149 s / (?o. I / rroT�> dos T1Ms E REGULATIONS ANT MAP HAS BEEN PREPARED N ACCORDANCE AWITHND SECTIONS OR UR EYS A MA 20-300E-20 ♦11.4 OF THE F CONNECNS OF ASCONNECTICUT STATE AGENCIES-'STANDARDS FOR SURVEYS AND MAPS N THE STATE OF CONNECTICUT'AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF L.U10 SURVEYORS,INC. w� �. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. N� 2~TO THE BEST Or MY KNOMLEOGE AND BELIEF,THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RMARD MARS SFL / 12882 RICHART P.MARTEL LIC.No. RECORD AS-BUILT I.UNLESS AS SHOV NOTED,SEEDOCOSTING unun REVISIONS GRAPHIC SCALE � (860) 291-8755 OAR R£AlIt1EY�'�L�� �L ® � 7SHEETAUAIL BLE AS RMATI ACE BASED ONUTILITIES Amelia 1IOLfd�l94MLO I.E 9FIELD V RFI ALL IOR TNG ONSTRUC 40 0 20 40 ����DTLD TI FIELD RERTO B PS7A O D THE FIDTKIN Richard A 1farour" JrBY��L�70�8��EMOR roE nEID rofessionals, inc. M •1 THIS PLA N. flv as �1!!l>l�lt V C� RO� Aery er. aMG Jag nu:�s�9 IMPRESSION S PLAN IS INVALID ORIGINAL IT BEARS n£ fTHERSEAL NAL ORIGINAL SURVTURE 1 inch = 40 feet civil engineers planners surveyors Of THE PRaassaNAl ENaNEErt/suavEYDR. NO. DATE DESCRIP77CN BY 165 south satellite road, south windsor, connecticut 06074 SOUTH WNDSOR, CONNECTICUT on ww DA,E s141w juN 1 3 2003 South Windsor BUILDING DEPARTMENT ;t*,N. 1 J,I r.14 "k, I1 h+ Phil CertI.i— ',,..t thl. plan and a{«If l^_ t!," •'�[ ,,des ut tOe prepua.+d PA111 9 er alt:ratlons to Lo erceted at r,-ther with amendments stot,d to—//r fl'c•t.nm NIth plan and I agree t., wer•;+ ; ^'t'' °'• rr Uc,r•d nd state laws and such ._rd,is a_, '•'� sued by the Building Department dunng p,nr da tf-Is eppllcation and final issuance of a ^•'ilJ,r;.0 Urrmit J / <,MeJ �i; I•nn Is approved sublect to the c,>ndIV,", 1�.at „J rain pees reguldt,nd bul:ding t to iJ,tt•�n tiler nl.prtivsd These 111ad with ,inlflnd Innpect�x Clerk 11.ALL YOIRAENTA71 N FOUND OR SET IS DEPICTED HEREON. L PROPERTY 6 N RR ZONE. 3.PROM,V 6 N FLOOD ZONE X-AREA DETERMINED 10 BE OUTSIDE 500-YEAR FLOOD PLAN FAY NOIMRRTY-PANEL NUMBER 000036-ODIOD REVISED 23.2001. 4.PROPERTY 6 SUMECT TO A VARIANCE TO ALLOW A.)LOT SrZE REDUCTION FROM 40.249!SO.FT.TO 34604!SIL FT. IL)LOT DEPTH REDUCTION FROM 171'3 70 1":L C.)FRONT YARD SET BACK REDUCTION(FOR GARAGE ONLY)FROM 25't 70 21'E» THE ABOVE VALANCE 6 N VOLUME 1307 PACE 201 Or THE SOUTH Tuasort LAND RECORD- 5.MS YAP 6 DEPENDOrt ON MAP REFDIEmm fl Me MONAENTATION FOUND N THE FIELD AND DEPICTED NERECK 6.HORIZONTAL DATUM TMQN FROM YAP REFERENCE f1.7. B ACREAGE-35.804 SF.OM AC. Jam'VARIANCE TO SECTION 10.2 70 ALLOW A BREEZEWAY 41 FROM RIE FRONT PROPERTY LIE GRANTED ON 10-3-01 \ � ��2-fMAP REFERENCM r stifr �l �b 1. PROPERTY OF ANRIRLY P.MAROUS4-CLARK STREET SOUTH WI DSO&CONK. , O44 -to W SCALE 1•-I0F SE►fEMEIER ISM BY JOHN J.CONIOI \LY.it. \ rt0. ZTOMN OF SOU IMNOSOR MAP SHOWING LA AOQUAED FROM AMELIA M9LI.ET AL N BY THE STATE OF COEC11CUT DEPARTMENT OF TRANSPORTATION-RECONSTRUCTION OF \ ?� PLEASANT VALLEY ROAD AID CLAW STREET-SCALE 1:500 AUGUST 2DM -TOM NM 132 R W MQI PRO=132-125 JAPES F.BYMM OF15' EASEMENT IN FAVOR OF RICHARD KI SR. \\ rr a ?s?9 FOR THE PURPOSEPOSE O OF INSTALLING A WATER SERVICE ,� / Sp\\ - /I �\ I 1 TF:112.65 A y u f �'r� I r INV.100.21 3 y C7 � � / SILT-FENCE � • / / e ANGLE POSTS 1. SET POSTS ARID 2. STAPLE THE SILT RIl3RT A. MAROUSq EXCAVATE A 6•X6' TRENCH FENCING TO THE POST UPSLOPE FROM POSTS. SILT END OF THE POST FOR STABILITY FENCING p / ' / '' fy `✓ I CLEANING.AND SELF- /ti O p v ' / �� /' -•�y� N�l 95' r 12" MIN. L � LATERAL VI / INV 100.72f l RODENT SCREEN SUMP PUMP NV.1 1 3 � .25 a7 / f6 / 3. ATTACH FILTER FABRIC TO 4.BACKFILL THE THE WOODEN POSTS AND EXTEND TRENCH AND COMPACTLECEND FILTER A RC� IT INTO THE TRENCH THE EXCAVATED SOIL / p� ��? tQr F— PROP.FOUNDATION GRAM CT / —S— SANTARY LATERAL(S-2.0%MN.) BACKr1 / 'i —w— WATER LATERAL COMPACTED ` g (� H --390•-- EXSTNC CONTOUR - ` ' mN / --[ - PROPOSED CONTOUR / � -• SILT FENCE P DRI r G z 04' EXISTING TREES w , TO BE REMOVED CONSTRUCTION OF SYNTHETIC FILTER BARRIER CONSTRUCTION ENTRANCE PAD 4 ' 6'-r STONE ON FILTER FABRIC NIV NP/Is�p L fosse• \ -112- ' a�� v" � 5 �\\\ E - CONTRACTOR TO CONFIRM LOCATION AND INVERT yi�^ (rpr��, fps r OF SAN. LATERAL PRIOR TO CONSTRUCTION o•� o� ��• v C.O. / o-r THIS SURVEY AND MAP HAS BEEN PREPARED N ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 p• w OF THE RECl/1ATONS OF CONNECTICUT STATE AGENCIES-"STANDARDS FOR SURVEYS AND MAPS N THE INV 1 01�} NN STATE OF CONNECTICUT-AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAW N SURVEYORS. C. n*S SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CUSS T-2 NIP ^' " TO THE BEST OF MY KNOWLEDGE AND BELIEF. TILS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON• RICMARD MARDUM SR'. OWNER APPLICANT .I t .�.•" AMEUA MAROUSKIA. NTC .4 .•DMZ 12882 107155 CHARD PLEASANT AVAL.I.EY ROAD BARD LAC.NNo. / SOUTH WINDSOR. CT 06074 1.UNLESS OTNI"SE NOTED,COSTING UTILITY REVISIONS GRAPHIC SCALE i (860) 291-8755 D�D°rt REST WY PrEPARED FOR: o '� SHEET LOCATIONS AS 940MN ARE BASED ON A e& Alarms" & ulvBlru9Vly AVAILABLE WORMATICK ALL EXISTING UTLnTS 40 0 20 40 esign �iYeMmu •Fs n �`7m MAP SHOULD BE FIELD YOMED PRIOR TO CONSTRUCTION. 3 1,/25/02 HOVE CLEAN OUT YHA rofessionals, inc. Richard A. NxrousHo A. LS AL f�P9�' OF 2.ALL UTLIIIES ARE TO BE STAKED N THE FELL 1 t _'t BY A LICENSED LAND SURVEYOR PRIOR TO 2 10/9/02 ADD VARIANCE YHA / 1075 Pl�L Valley Ro" ONA&V Br.• ATN/LVA "NO.:1679 CONSTRUC710K 3.THIS PUN IS INVALID UNLESS IT BEARS I E 1 9/16/02 EASEYENT/BRET2EWAY OMO 1 inch = 40 feet civil engineers planners surveyors AwRE59ON SEAL AND ORIGINAL SIGNATURE 165 south satellite rood, south windsor. connecticut 06074 SOUTH MINDSOR. CONNECTICUT BC aw DATE AbG ?OiR1 Or THE PROFESSIONAL ENCNELR/SURVEYOR NO. DATE DESCRIPTION 8Y V 1"c j10 TUE 08:58 FAX 210 349 2464 ERCC OFFICE 0001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 1871 DESTINATION ADDRESS 918607475936 PSWD/SUBADDRESS DESTINATION ID ST. TIME 12/21 08:57 USAGE T 00' 21 PGS. 1 RESULT OK �oWN 1E+` i -own O-PSiou� ` &U&ot 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074 SOR°O`'� TELEPHONE(860)644-2511 I I December 17,2010 I Mr.Michael A.Mazzamurro Elyon Inc. 131 Whiting Street j Plainville CT.06062 Re: Photovoltaic Grid Installation Pleasant Valle oa outh Windsor,CT.06074. Permit Application#1000349 Dear Mr.Mazzamurro: The purpose of this correspondence is to confirm that the above Photovoltaic grid installation located at the above address was inspected and issued a Certificate of Completion consistent with the applicable codes. If I can be of further help to you, please do not hesitate to call me at 860-644 2511 extension 233. Yours truly, Michael Rose. Asst.Building Official —(�n ('1,rie4nnl,or Tlnnnan (°h;Pf R, l.i n �+n of S0*1N St y . � Tlcw O-P s-OU� V&uz&�'t o s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE(860) 644-2511 December 17,2010 Mr. Michael A.Mazzamurro Elyon Inc. 131 Whiting Street Plainville CT.06062 Re: Photovoltaic Grid Installation 1075 Pleasant Valley Road, South Windsor, CT. 06074. Permit Application#1000349 Dear Mr. Mazzamurro: The purpose of this correspondence is to confirm that the above Photovoltaic grid installation located at the above address was inspected and issued a Certificate of Completion consistent with the applicable codes. If I can be of further help to you, please do not hesitate to call me at 860-644 2511 extension 233. Yours truly, � '. 1- - Michael Rose. Asst. Building Official Cc. Christopher Dougan, Chief Building Official J 7RC Customer-Focused Solutions September 25, 2003 Mr. Joseph J. Obara, P.E. Division of Environmental Compliance Bureau of Engineering and Highway Operations State of Connecticut Department of Transportation 2800 Berlin Turnpike, P.O. Box 317546 Newington, CT 06131-7546 Attention. Richard T. Jankovich/D. Young Subject: On-Call Asbestos Screening, Agreement No. 10.20-04 (00) Letter of Asbestos Compliance 1075 Pleasant Valley Road, South Windsor, CT ConnDOT Assignment No, 501-2799 ConnDOT.Project No. 132-125-14 TRC Project No. 27550-2799-00730 Dear Mr. Obara: All asbestos-containing materials (ACM) at 1075 Pleasant Valley Road in South Windsor, Connecticut, as identified during the initial asbestos survey conducted by TRC Environmental Corporation(TRC), and discovered during the course of abatement operations, have been removed by Petco Insulation Company, Inc. of West Haven, Connecticut. ACM removal was performed to meet the requirements of the USEPA Asbestos National Emission Standard for Hazardous Air Pollutants(NESHAP)(40 CFR Part 61 Subpart M)prior to the scheduled demolition ofthe building structure. TRC was on-site.during all removal activities performed by Petco and provided project compliance monitoring and industrial hygiene services during the course of the asbestos removal project. Asbestos removal was completed by Petco September 25, 2003. If you have any questions, please call TRC at(860) 298-9692. Very Truly Yours, TRC ENVIRONMENTAL CORPORATION 0�2 Allison Burnett Associate Project Scientist CC: B. Dorn, SR/WA, ConnDOT ROW E.Burke,P.E., TRC E. Plimpton, P.E., TRC B. Smith, ETI 5 Waterside Crossing •Windsor, Connecticut 06095-1563 Telephone 860.298.9692 • Fox 860-298-6399 Z'd HOSCNIM Odl Wd6E:2T EO, bZ d3S 250 Sackett Point Road North Haven,CT 06473 Brian Smith USA Assistant Project Manager 203/230-2040 Office 203/230-0302 Fax bs m aWearthtec hnology.com EARTH TwINDLOGY INC, rac Customer-Focused Solutions September 30, 2003 Town of South Windsor 1540 Sullivan Avenue South Windsor, Connecticut 06074 Subject; Demolition of 1075 Pleasant Valley Road, South Windsor, CT ConnDQT Assignment No. 501-2799 ConnDOT Project No,- 132-125-14 TRC Project No. 275 50-2799-0073 0 To Whom It May Concern- TRCEnvironmental Corporation(TRC)conducted alead-based paint screeningutilizing aNitonX.- 309 L&K-Shell X-Ray Fluorescence(3W)Spectrum Analyzer in accordance with CTDPH protocols of the subjectproperty, Si nificant quantities of lead paint were J t? Q p identified on the building components and TRC collected representative samples of the building components per CTDEP sampling guidelines in approximate percent by weight proportions to represent the building as a whole. Each sample was analyzed following the Toxicity Characteristic Leaching Procedure(TCLP) for the Resource Conservation Recovery Act(RCRA)Metals most likely to be present in this type of structure. The sample was. a composite of wood, wallboard, brick, flooring, roofing and other building materials. The sample did not include any metal components, as metal items should be recycled to promote waste nunirruzation efforts, rather than disposed of, and the recycling operation is exempt from the USEPA RCRA and CTDEP Hazardous Waste regulations. Inmost instances,the sample will not include foundation materials(concrete/stone/etc.), as these materials are used as clean fill during the demolition process and are therefore not part of the waste disposal stream. TCLP testing revealed the building debris, when disposed of in its entirety, to be characterized as hazardous waste, TCLP testing excluding the exterior clapboard has however, revealed the remainder of the building debris to be characterized as non-hazardous waste. Therefore, Earth Technology LLC (ETL) of North Haven, Connecticut under the direction of the demolition contractor Earth Technology, Inc. (ETI) of North Haven, Connecticut is removing the exterior clapboards for disposal as hazardous waste prior to the commencement of building demolition, The EPA hazardous waste generator ID#for the site is CTP 000027451. TRC has been on-site during the exterior clapboard removal providing project compliance monitoring and industrial hygiene services. The exterior clapboard removal is expected to be completed by September 30, 2003. Attached please find the lead-based paint screening tables and TCLP laboratory analysis results. 5 Waterside Crossing - Windsor, Connecticut 06095-1563 Telephone 860-298.9692 - Fox 860.298.6399 NO.gC[WTM -)N 1 WHFGI 11 PPI, F;7 H7S Town of South Windsor September 30,2003 Page 2 If you have any questions, please call TRC at(860)298-9692. Very Truly Yours, TRC ENVIRONMENTAL CORPORATION 0'u� &a/,L& Allison Burnett Associate Project Scientist CC; E. Burke, P.E., TRC E. Plimpton, P.E., TRC B. Smith, ETI 71K custom"-facmd Solviions P"A ?U1gffMTM "1?I I WH AA TT PP. r.7 nc.- I*ET 6GOITE INVIRRirmuff I Timms,mc. Teh(203)3 7 7-9984 80 Lupes Drive Fast:(203)377-9952 Stratford,CT 06615 e-mail:cet@cetlabs.com June 26,2003 Mr.Donald LePage TRC Environmental Consultants 5 Waterside Crossing Windsor,CT 06095 Project:CTDOT,10 75 Pleasant Valley Rd,SWIndsor Project#:27550-2799 CET#: 03060743 Debris: 01B Collection Date(s):6/20/03 PREP ANAL'Y'SIS: TCLP,Metals PA 1311] o1B.:-. TCLP,I`4etals N7—omoetcd G/25/03 ANALYSIS: TCLP Metals [EPA 6010] Units:mg/1 Analysis Date: 6/25/03 O1B�� Lead 11 Sincerely, -X D id Ditta ` Laboratory Director NOTES: []Indicates Date Prcp Test Completed;ND is Not Dead ed. Connecticut Ls1_gyratory Certification PH 01.1.6 Massac?iusett,Laboratory Certification M-CT903 Rhode Isl:tnd Laboratory Certification 199 ;.'( i vvurarsias�-rossrng Customer-facUsed Solutions Telep one 86Q-298-9b92 95 CHAIN OF CUSTODY RECORD P OJECT NU. PROJECT NAME C f Z)07" /075 PARAMETERS Q D SAMPLi'RS: pria yreJ IPrintagJ tiEliD m REMARKS y, SAMPLE DATE TIME < S7AfilOht LOCATION t} KULIBER lk X t (I f .a Relinquished by;(Tfgnarure/ pale /Time RAWNS4bK(Signarurel Relinquished by:1Sfpn,lureJ pate J Time-• Received by:lSiurrrrrrrc) (Printrd) {Printed} {Prknladl IPrintedl Relinquished by. lslgnara, ;• Dala 1 Time Recsivad for Ubaratary 6y: Dale./Time Remarks rsr'prr,rv►,�' {PrJntedl {Printadt Oiuritwaiory;Oriyina>I Pius tint Accornpanks Shipmanl lwhlla and villlowl;COPY to,Coordinator Field Flits{pink}, TRC ENVIRONMENTAL CORPORATION TCLP WASTE CHARACTERIZATION FIELD SAMPLE COMPUTATION TABLE r.' Site: 1075 Pleasant Valley Rd,S.Windsor,CT Date: 6/17103 Project No.: 27550.2799-00710 Inspector:D.LePage 'A B C=A•B D E=C"D O=E/F"100 Thicktiess finches)ft Building Area [1, " 1/8" 112" 314" 1" 2" 4" 46" 8" '12" Volume DensityMass %of total Component SF 5 0.010 0.042 0.063 0.083 0.167 0.333 0.300 0,667 1.000 {CF} Ib1CF) {Ib} Mass sheetrock 600.0 25.2 50 1260,0 3.011 plaster 3345.0 = 4 140.5 45 6322.1 14.9 V brick 120.0 _ . s 40.0 1 38 1518.5 roofing 910,0 38.2 70 1 2875.4 6.3/ wood framing(walls)+ 350.0 ' 13 6 918.8 32 3729.E 8.8 seood framing(roof/floors)+ 717.0 > ._..E 358.5 32 11472.0 27.0 hardwood flooring 1800.0 � & 149.4 45 6723.0 15.8 ceiling the(cellulose) 385.0 "y'� -4 16.2 1 23 371.9 0.9 clapboard 3270.0 #} 137.3 40 5493.E 1 12.9 aluminum siding w# 0.0 189 0.0 0.0 transfte shingles t) �_ 0.0 120 0.0 0.0 concrete # ;r' 0.0 140 0.0. O.fJ stone 0.0 -140 0.0 0.0 plywood 910.0a 57.3 34 1949.2 4.6 lass PAW 0.0 170 0.0 0.0 wood t"mA-Andowldoor 425.0 z r 28.8 38 1017,5 2.4 Total Mas 42533 100% „ t typical thickness value F=sum of 6 "rNw! +framing area,(SF)per wall=((8L+3H+2LH)/18],where L 8 H are In feet,assuming 18"o.c.oonstsmtion •CTDEP wasta characterization guldelines recommend one TCLP sample for every 2.500 SF of floor space •concrete/stone foundation should not be included in TCLP sample unless foundation Is to be completely removed during demolition and disposed off site •steel should not be included In TCLP sample,steel to be recycled and not disposed of "material density values taken from Undeburg,ME reference manual,I Oth edition,.1997 "components with very low density or very low volume(i.e.vinyl flooring/siding,insulations,carpet,ceramic tile,fixtures,etc)presumed negiigibre to mass and not included •collect separate aliquot sampres of applicable components `calculate°S of total mass for each component •prepare 100 gram sample In tab by combining subsamples of aliquots at%s calculated.Do not grind material up,this creates Increased surface area and unrepresentative leachability "submit en4e 100 gr..m sampla for TCLP si". es(this eliminates lab analyst error where only a non-representative portion of a larger submitted sample is analyzed)100 g=method minimum CabtPIETE f�lYl��111i Iil1 TIMA6,INC. Tel;-(203)377-9984 Drive Fax:(203)377-9952 80 Lupes D e-mail:cet@ce&bs.com Stratford, ri 06615 July 1,2003 ML Donald LePage TRC Environmcatal Consultants 5 Waterside Crossing Windsor,CT 06095 Project:CTDOT,1075 Pleasant Valley Rd Project#:27550-2799-00710 CST#: 03060955 Debris: TCLP-02 Collection Date(s): 6/17/03 PR.F,P ANALYSTS: TCLP,1Metals PA 13111 TC:.,P,02 TCLP,Metals I Com leted 6/30/03 ANALYYSTS: TCL P 1Metals PA 60101 Units:mg/1 Analysis Date: 6/30/03 x'CLP=02.; Lead 0.073 Sincercly, vDit ? David ca Laboratory Dircctor NOTES Indicates Date Prep Test Completed;ND is Not Detected. Connecticut Laboratory Ccrtification PH 0116 Massachusetts Laboratory Certification M-CT903 Rhode [sland Laboratory Certification 199 TRC' 5 rside Crossing y Wininds&or,Conneciicui 06095 CHAIN OF CUSTODY RECORD Cualomer-Focused Solutions Telephone 86029&9692 PROJECT NO. FRQIECT NAME PARAMETERS SAMPLER �� eruiel IPrinadl aP REMARK S 02 04 ft d Q STATION LOCAjION O // SA kw OATS TIME, ic � l� NUNHEH U c7 C� Relln ulehed by, (Sipn.rurel Date [Time Received by; lSrvnjrurat Re i qui Y.f ignstutel Dale I Time et v d by: fS�pnirurel q ^. tsu� �� � Prir,tud) (a IPrintedl 1 (Printedl _JP rtnt r, _. ; lv,f), �l . Received for Laboratory by: Oa1e J Time Remarks Relinquiehtd by:Is4naruiel Date / Time (Stpnarurel k" IPrintedl IPrintedl ._�.._.._...�.r,......�rj n.dinarar Field Filis Ipinkl. :--TRC:ENVIRONMENTAL CORPORATION -TCLP WASTE,CHARACTERIZATION FIELD SAMPLE COMPUTATION TABLE Site: 1075 Pleasant Valley Rd, S.Windsor, CT Date: 6117/03 Inspector: D. LePage Project No.: 27550-2799-00710 C=A" D E=C'D G=EIF'100 A E . B Thickness (inches) ft Building Area 1/16" 118" 112" 314" 1" 2" 4" 6" 8" 12" Volume Density Mass % of total Component (SF) 0.005 0.010 0.042 0.063 0.083 0.167 0.333 0.500 0,667 1.000 (CF) (Ib/CF) (lb) Mass sheetrock 600,0 25.2 50 1260.0 3.4 taster 3345.01= 140.5 45 6322.1 17.1 briclt 120.0 1;3 3 40.0 38 151B.5 4A 38.2 70 4675,4 7.2 roofin 4 910,0 wood framing (waft)+ 350.0 � " 116,E 32 3729,E 10.1 358.5 32 11472.0 31.0 wood framing (rooUfltiors + 717.0 149.4 45 6723.0 18.2 hardwood flooring 18000 if)B3h 371.9 1.0 ceiling the cellulose 385.0 = 0.0 40 0.0 0.0 clapboard ;0.4 -. i�,p�= 0.0 169 0.0 0.0 aluminum siding ;S1,d1T. 0.0 120 0.0 0.0 lransite shingles - = ;i "x 0.0 140 0.0 0.0 concrete 0.0 140 0,0 1 0.0 C,6 .= stone 57.3 34 1949.2 5.3 plywood tt!Os�i3� cod 9100 0.0 170 0.0 0,0 glass x-: 26.8 38 1017.5 2.7 wood trimlwindow/door 425.0 ' Total Mas 37039 1000/0 x=typical thickness value F=sum of E +framing area(SF)per wall=L(6L+3H+2LH)/18),where L 8 H are In feet,assuming 18"o.c.construction 'CTDEP waste characterization guidelines recommend one TCLP sample for every Z500 SF of floor space •concretelstone foundation should not be included in TCLP sample unless foundation is to be completely removed during demolition and disposed off site •steel should not be included In TCLP sample,steel to be recycled and not disposed of 'materi it density values taken from Llndeburg,ME reference manual,loth edition,1997 •components with very low density or very low volume(i.e.vinyl tlooringfsiding,insulations,carpet,ceramic tile,foctures,etc)presumed negligible to mass and not included "collect separate aliquot samples of applicable components •calculate oA of total mass for each component prepare foo gram sample in lob by combining subsamples of aliquots at Ws calculated.Do not grind material up,this creates increased surface area and unrepresentative leachability •submit entire t00 gram sample for TCLP analysis(this eliminates lab analyst error where only a non-representative portion of a larger submitted sample is analyzed)1o0 9=method minimum r STATE OF CONNECTICUT CONNECTICUT HISTORICAL COMMISSION June 9, 2003 Mr. Erik R. Plimpton TRC Environmental Corporation 5 Waterside Crossing Windsor, CT 06095-1563 Subject: 1075 Pleasant Valley Road South Windsor, CT ConnDOT#132-125-14,TRC 427550-2799-00710 Dear Mr. Plimpton: The State Historic Preservation Office has reviewed the above-named project. This office expects that the proposed undertaking will have no effect on historic, architectural, or archaeological resources listed on or eligible for the National Register of Historic Places. This office appreciates the opportunity to have reviewed and commented upon the proposed undertaking. We recommend that the responsible agency provide concerned citizens with the opportunity to review and comment upon the proposed undertaking in accordance with the National Historic Preservation Act of 1966 and the Connecticut Environmental Policy Act. For further information please contact Dr. David A. Poirier, Staff Archaeologist. Sincerel J. Paul Loether Deputy State Historic Preservation Officer TEL:(860)566-3005 e-mail:cthist@neca.com FAX:(860)566-5078 59 SOUTH PROSPECT ST. - HARTFORD, CONN 06106-1901 AN EQUAL OPPORTUNITY EMPLO}ER `N, Connecticut The Connecticut Light and Power Company Light&Power 48 Tolland Stage Road Tolland,CT 06084 1-800-286-5000 The Northeast Utilities System Diana R.Mahoney Division Manager June 18, 2003 Tolland/Willimantic Division William A. Dorn State of Connecticut Department Of Transportation 2800 Berlin Turnpike Newington, CT 06131-7546 Subject: Demolition of property at 1075 Pleasant Valley Road, South Windsor, CT. Dear Mr.Dorn: S ence to your letter of May 22, 2003, regarding the demolition of the g. sed tha the CL&P electric facilities and meter have been removed as 03. her assistance regarding this matter, please contact me at 2. �5\ Very Truly Yours, Don Schaefer Field Technician Customer Operations Ref: 5T360535 Yanke t air Yankee Gas Services Company 112 Prospect BE Road The Northeast Utilities System East Windsor,CT 06088 June 6, 2003 Attn: William Dorn 2800 Berlin Turnpike P.O. Box 317546 Newington, CT 06I31-7545 RE: 1075 Pleasant Valley Rd. South Windsor Dear Mr. Dorn: This Lett 1n reference o e a ov en ned ad Please be advised that Yanke as does not have any gas facilities on this property. If you have any furt a or concerns you ma c t me at (860) 292-2247. Sincerely, Steve Morris Meter and Service Supervisor RECEIVED JUN 1 1 2033 DEPARTMENT OF TRANSPORTATION PROPERTY MANAGEMENT DIV. 4818 REV.t-m ��fr nil Date 767 177 ' 1 � v3� post-tr Fax Note ROM If- A,,,..` To 4-1 C4. Cr 07" cojoavt. -TIZ,G'- Owe# �0 yJ3-3 q� Phone# z$S-(R" p Fax# Fax �9g Lo3"1 (16..�iSNET June 2, 2003 To Whom It May Concern: This letter is to inform you that the telephone equipment, cables, wires and attachments have been removed andlor are not attached to the addresses listed below 1075 Pleasant Valley Road South Windsor, Ct. 7 This job was performed prior to June 2, 2003 in response to a request to demolish the above address by: William A. Dorn Supervising Property Agent State of Connecticut rf you have any questions,please feel free to contact me. Sincerely, o Lau General Office Associate Southern New-England Telepho►ee; 84 Deerfield,Lane-Room 20; Meriden, Connecticut 06450 Phone' (203)420-28S7 Fax: (203) 238-0434 .... rnrni enrt ray ,t,.y TOTAL P.01 r. CONNECTICUT Department of Public Safety, Division of Fire & Building Safety Mt� *-� -I DEMO-1,1TIMN CONTRUICTORS CERT EFICATE lk��Xz -- NO 1037 CIASS :A DATE ISS-u7ED 2003/04/01 EXPIRES:2 004/03/3 1 Certification as a Demolition Contractor is hereby granted to the person or fir -me hereon. Name of Designated t�.echn cal Expert Frank Ruccco Jr SIGNED (DTE) ISSUED TO Earth Technology, Inc 250 Sackett Poi • . Rpi�Ld AUTHORIZED BY SP-981-C 6EFUTY Shirley Wilhelm -CRS Approval Confirmation: Request No. 239828 Page 1 From: <clpsvc@nu.com> To: <W ILHEL@SOUTHW INDSOR.ORG> Date: 1/22/03 3:29PM Subject: CRS Approval Confirmation: Request No. 239828 Your approval of the following CRS Request has been successfully processed. CRS Work Request M 239828 House No: 1075 Lot No: Street Name: PLE ASANT VALLEY RD Town Name: SOUTH WINDSOR, CT Inspector: JOHN COLLINS Approval Date: Jan 22, 2003 Am', p V AVk',Tgj, Ap �� � ,��� 'w.�� � �,,�.�.•�, �f`ice� s���n��* -� ^�• ArArlo � � ��►����i\.�,�;r►=� �" of�.�#i��' *� MawTftx�zm Ulm � 1 �r �. NIF H E. L CO. 233.07' .._ .Q O I cc I 50' R.O.W. L 0 T 4 50' B.L. I co AREA z 5 I 0, 874 S.F. TYP. N � `Y NIF - LU ROBERT A. MAROUSKI o J ' N Q � i ;f •�2�'. O1 IA Q I o N 370 — 42' — 48" E -.� -I Q • uj 233.00 o ' N � o H IQ 1 LOT 5 AREA It 40p 249 S. . 1 NIF A M E L I A MAF OUSK I I ET AL a�)\c, R=25.00' CH; 34.92 GAR L z 38.66' z 76& HOUSE 208.67'. -•— N 36• — 32 'r /8" W tMS^M,,.y�•.:41'RII:.�a�""°'5:.1..4�.^,:,.1��al��.f.:_.'�L":i':_ 'r.��vd4:.a`1................t:L�:�::C�i4.1'��tL..:s.':..n......:f_. ._..'i ........... _... ._.....::....,�....,r�.... 0 C T 17 1988 South Windsor BUILDING DEPARTMENT TO THE BUILDING DEPT. TOWN OF SOUTH WINDSOt. This certified that this plan and speeifia+tions are true copiae of the proposed building or alterations to be erected at^f } �O /J/ 00j&� StrNt together with amendments stated in applic tion and filed with plan and I agree to comply with all -zoning, Building and state laws and such orders as shall be ued iu by the Building Department daring Piledency of this application and final issuan a of a building permit. rhis plan is apprnved subject to ti: condition that orders and �.:rdinanc,s r.gul.sttng bmlding shall be complied with. Condltlonafly Approved These filed with --11� - --- Building Inspector Cletk NOTE& 1.ALL YONUIENTA1113H FOLD OR SET 6 DEPICTED HETECN. L PROPERTY 6 INRR ZOIE. ` 3.PROPERTY 6 N FLOOD ZONE X-AREA DETERMINED TO BE OUTSIDE 5GO-YEAR FLOOD PLAN FEW COrIMTY-PANEL NUMBER 00008-MOD REVISED 23.2001. 4.PROPERTY 6 SUBECT TO A VARIANCE TO ALLOW \ A.)LOT SIZE REDUCTION FROM 40,249!SO-FT.70 AB"*SCl FT. EL)LOT DEPTH REDUCTION FROM 171•t TO 104.3. \ C.)FRONT YARD SET BACK ROM110H(FOR DARACE ONLY)FROM 254 tO zl,:L )S Nsi�� \ \�1�+'1 THE ABOVE VARIANCE O N 6 VOLUME 1307 PARE ZBI WHO"THE SOUTH DsoR LAND RECORDS 5.THIS MAP DEPENDENT ON MAP REFERENCE Il AND MONUMFNTATION FOUND IN THE FED AND DEPICTED HEA L � '� 1\ a HORIZONTAL DATUM TAKEN FROM MAP REFERENCE RNCE FL \W B y �� L 3'VARIANCE TO SECTION 10.2 TO ALLOW A BREEZEWAY 4T FROM THE FRONT PROPERTY LIE GRANTED ON 10-3-OZ \ \ �(\ \� T 1"f r o�ll�►p 40 - w LW REFERENCES: 1.PROPERTY OF ANTHONY P.MAROUS I-CLARK STREET SOUTH rwosat COWL 4 ALE 1•-40 SEPTEMBER 1956 BY.NDIN a CON NOLLY-.R. / / r'ro\ 31's� \ � SC ZTDIW OF SOUTH WAND"MAP SHOVING LAND ACQTIRm FAW7 AYELIA MAROUSKL ET AL ?, W BY THE STATE OF CONNECTICUT DEPARTMENT OF 7RANSPORTATXN-REcasmucnON OF PLEASANT VALLEY ROAD AND CLARK STREET-SCALE 1:500 AUGUST 200M -TOWN HO.132 15' EASEMENT IN FAC:�n PROJECT 132-125 JAMES F.BYRNES OF RICHARD MAROUSFOR THE PURPOSE OINSTAWNG A WATER � I 1 TF;112.65 I`' - O r INV:100.23 T-FENCE 3 'sr 1. SET POSTS AND 2. STAPLE THE SILT RDBT ANGLE POSTS EXCAVATE A 6•K6• TRENCH FENCING TO THE 5'UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THE POST •3 ' .� Q4i ✓ FOR STABILITY FENCING Y� / r i 'N ✓ U AND SELF- p fy�tp/ CLEANING. {� 95' L 12' MIN. * / a EX. SAN. LATERAL INv:1 ooa2t j°R Ss A. RODENT SCREEN / ' SUMP PUMP W 1 3.25 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE / /� / FJTERTHE WOODEN POSTS AND EXTEND TRENCH AND COMPACT / .` !�� F / LEGEND FIT INTO THE TRENCH THE EXCAVATED SOIL / p _ _ C247e ?�8 / / —S— SANITAR�DATER&( 25� Ox MIN.) COMPACTED / L .�h WATER LATERAL • --77D - DOSTNG CONTOUR BACKFlLL - I / �.' ` @• --CEO— PROPOSED CONTOUR J/ Q- SE.T FENCE TP oP. DRI-T / EXtSTiNG TREES o 1� \ / TO BE REMOVED CONSTRUCTION OF SYNTHETIC FILTER BARRIER - oo. � � .< ..• CONSTRUCTION ENTRANCE PAD \ ' 6'-2' STONE ON FILTER FABRIC N CONTRACTOR TO CONFIRM LOCATION AND INVERT (TOTq� 760s II V OF SAN. LATERAL PRIOR TO CONSTRUCTION C.O. ' f3f I THIS SURVEY AND MAP HAS BEEN PREPARED N AcCoRDANCE WITH SECTIONS 20-300b-I THRII 20-30oe-20 I �o OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES-'STANDARDS FOR SURVEYS AND MAPS IN THE 7 INV.101.26t STATE OF CONNECTICUT'AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS.INC. ti / THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. NA = OYMERAPPLICANT TO THE BEST OF MY KNOWLEDGE AND BELIEF.THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RKHARD MAROMM .WTI. // AMEUA MAROUSKI dt RICHARD A. MAROUSKI• JR. 12582 1075 PLEASANT VALLEY ROAD RICHARD LIC NO / SOUTH NANDSOR, CT 06074 R (860) 291-8755 DEPENDENT REST YCY PREPARED FOR: ® ff SHEET 1.UNLESS OTHMVASE NOTED.EXISTING UTILITY REVISIONS GRAPHIC SCALE 9 Amens AhtrO�I & LOCATIONS AS S10WN ARE BASED ON D 20 40 esign L�A II WBUCJ um 1 SHOULD nELD vTION.ALL PRIEXIOR TO CONS FIE RIchjrd A. Msrv�l, ,Jr. SHOULD BE nELD RE3RTo PRIOR D N 7NIRUCTION• 3 11/25/02 MOVE CLEAN OUT MHA Orof essionals Inc. 2.ALL V1l1TIES ARE TO BE STAKED N THE FIELD � �A� OF BY A LICENSED LAND SURVEYOR PRIOR TD 2 10/9/02 ADD VARIANCE MHA . 10705 Pleasant Valley Ro" ARNLHA ,A2B Na:1679 CONSTRUCTION. 3.INS PLAN IS NVALK)L*ESS IT BEARS THE 1 9/IB/02 EASEMENT/BREEZEWAY DING 1 inch = 40 feet civil engineers planners surveyors IMPRESSION SEAL AND ORIONAL SKTNATURE 165 south satellite rood, south windsor. Connecticut 06074 SOUTH WINDSOR. CDNHECTICUT Br. IBoEI DAIS ANM.T9?A7S OF ONE PROFESSIONAL ENGINEER/SURVEYOR NO. DATE DESCRIP17ON BY 14ov 2 6 20,02 South Windsor BUILDING DEPARTPJENT rQ ME this Cnpl" erected at 0-7) t(SPrth(-f wilh t Ord ",.,h rl If CI 1. Th v s a iU y, APPLICATION FOR BUILDING PERMIT Electric # 1075 Pleasant VAlley Road Plumbing Date: _ 1 Not HVAC # 800153 � - Sprinkler# E. FINAL AP SI)_ Estimated Cost Building 76 Permit Fee $ Engineering � COMPLETE RED BOXED AREAS— � � Occupancy Fee $ �_ Affidavit g 93 TYPE OR PRINT ONLY 1 Eng. Insp. Fee $ A r. for CO. SIGN ON REVERSE SIDE PP -- - --- -- - - -- Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Pia 1 bq&A,lr Location of Work JQ76 pILQSa Lot No. Applicant's Address 10g5 p1tQSae 0j" vI?ej Tel. 8l Q q3a- ` '7 Town j W i ndSo r cT, U Zip e)601,4 Lic. # Owner S(.y'YU._ Architect /U/4 Owner's Address SO,MA. _ Architect's Address_Alfa __ Zip — Zip--Sq. Ft. New Area: 1 st Fl. ___-___2nd FI. 3rd FI. Total New Area Purpose of this permit I)eC City Water Well❑ Septic System❑ Sewe4' Ins: HO SP Cert. Area Basement Garage Approved by Date_ �� �- Use Grou onstruction Type Revised 6/02 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 building and its use is allowed Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric # APPLICATION FOR BUILDING PERMIT Plumbin 1075 Pleasant VAl ey Rd. H VAC# FD 11 000641 Date: Sprinkler# _ 6... FINAL A L Estimated Cost $ ea- Building AND COMPLETE RED BOXED AREAS Permit Fee $ Occupancy Fee $ Engineering CGS 29: 9, TYPE OF PRINT ONLY Affidavit Eng. Insp. Fee $ Appr.forCO. ► SIGN ON REVERSE SIDE -4 Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) The undersigned hereby applies to do work according to the following: Applicant Location of Work 04asr4At Lot No. Applicant's Address l0 95 Qsw2f Ya- 11eg Rd .&IyLfda�' �.t T # ��Q �3�'j�7 Town Y!d _Zip ebPA( Lic.# Owner7hidalinalv /" Architect Owner's Address 10 I'S rchitect's Address _ ip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit City Water Well ❑ Septic System ,❑ Sewer�{7� ao�10 f323 Ins: HO SP Cert. Area Basement Garage Approved by Date/D/9�� Use Group Construction Type Revised 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 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 building and its use is allowed. Signed �"�"' I hereby apply for a Certificate of Occupa for the wor scribed in this application for the permit. Signed �;� DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric # W00�9 APPLICATION FOR BUILDING PERMIT Plumbing# 1075 Pleasant valley Road HVAC# [ Date: /i-fir-T Sprinkler# 1000619 Estimated Cost $ FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ 10 Engineering - TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. No- SIGN ON REVERSE SIDE -4 Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant dW7 4'-Yv ti /^�C• Location of Work 107 5 P/E 9�'�v T ✓4 c-t��'y �s�No. Applicant's Address 4 i �,c/s,�iTi-�/�r I:-- Tel # 494,0 7Y7-546 3 Town AI9,,.v y,/( d C=! Zip 4&C,6,;L- Lic.#/fiG O�o739�' Owner Aga-z- r /—,,V09 Architect Owner's Address 1075/�i�R!',�}uT V464�ey Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit )ou o-1 .4 . Let/ ,-N/f 17`<fM- 411u-' City Water 0 Well ❑ Septic System 0 Sewer 0 Ins: HO ISP ert. Area Basement Garage Approved by � Date 1 -AQ0 Use Group Construction Type (� Revised 1108 9L� 15 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 w ich this building and it se is all Signed 1 hereby apply for a Certificate of Occup cy for the work described t is application for the permit. Signed i DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 11000641 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/06/11 GIS ID:72901075 FEE: 180.00 MUNIS APPLICATION# 201101323 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: BRODEUR PAUL&LINDA.. ADDRESS: 1075 PLEASANT VALLEY ROAD ADDRESS: 1075 PLEASANT VALLEY,RD OWNER: BRODEUR PAUL&LINDA SOUTH WINDSOR,CT 06074 1075 PLEASANT VALLEY RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 14 X 24 SHED. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE'APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. i CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/6/201 1 4:11 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000619 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/03/10 GIS ID:72901075 FEE: 90.00 MUNIS APPLICATION# 201001588 BUILDING DESCRIPTION: APPLICANT. LOCATION NAME: ELYON INC. "" a ADDRESS: 1075 PLEASANT VALLEY ROAD ADDRESS: 131 WHITING STREET ,.,a OWNER: _BRODEUR PAUL&LINDA PLAINVILLE,CT 06062 1075 PLEASANT VALLEY RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLATION OF,SOLAR PV SYSTEM ROOF MOUNT "i 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 12W2010 3:17 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100313 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 11/30/11 GIS ID: 72901075 FEE: 15.00 MUNIS APPLICATION# 201101361 BUILDING DESCRIPTION: APPLICANT ,. .y . ; LOCATION NAME: BRODEUR PAUL&LINDKI "S, ADDRESS: 1075 PLEASANT VALLEY ROAD ADDRESS: 1075 PLEASANT VALLEY RD' OWNER: BRODEUR PAUL&LINDA SOUTH WINDSOR,CT 06074 5-, 1075 PLEASANT VALLEY RD ' a SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ADD 20.kMP GFI BREAKER TO EXISTING PANEL IN HOME. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE,APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: r OCCUPANCY GROUP: w BUILDING OFFICIAL 1 1/30/201 1 12:41 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000349 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 12/03/10 GIS ID:72901075 FEE: 735.00 MUNIS APPLICATION# 201001588 BUILDING DESCRIPTION: APPLICANT> LOCATION NAME: ELYON INC. ADDRESS: 1075 PLEASANT VALLEY ROAD ADDRESS: 131 WHITING STREET a, r OWNER: , _.BRODEUR PAUL&LINDA PLAINVILLE,CT 06062 _ 1075.PLEASANT VALLEY RD r k- SOUTH WINDSOR,CT 06074 w DESCRIPTION OF WORK: INSTALI:ATION OF SOLAR PV SYSTEM ROOF MOUNT SPECIAL CONDITIONS: n ""'�.� ,�'" ,� 4 ALL WORK TO BE DONE IN ACCORDANCE-WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/3/2010 3:17 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE