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1505 JOHN FITCH BLVD
201800325 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 09/07/2018 FEE: GIS ID:47701505 ZONE: MUNIS APPLICATION 9 201600749 THIS IS TO CERTIFY THAT 1505 JOHN FITCH BLVD UNDER APPLICATION NUMBER 201600749 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY CONSTRUCT NEW PRE-ENGINEERED BUILDING FOR COMMERCIAL USE. SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. r CONSTRUCTION TYPE: z/..vl/ OCCUPANCY GROUP: BUILD G OFFICIAL gnI2018 12:06 PM ANY CHANGE OR EXTENSION OF THE USE I IEREIN APPROVED REQUIRES ANEW CERTIFICATE OF OCCUPANCY 201800325 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 09/07/2018 FEE: GIS ID:47701505 ZONE: MUNIS APPLICATION# 201600749 THIS IS TO CERTIFY THAT 1505 JOHN FITCH BLVD UNDER APPLICATION NUMBER 201600749 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY'APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY CONSTRUCT NEW PRE-ENGINEERED BUILDING FOR COMMERCIAL USE. SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDIN OFFICIAL 9/7/2018 12:06 PM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES ANEW CERTIFICATE OF OCCUPANCY 1200413 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 11/13/12 GIS ID:47701505 FEE: 15.00 MUNIS APPLICATION# 201201519 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ADT SECURITY ADDRESS: 1505 JOHN FITCH BLVD ADDRESS: 10 RESEARCH PARKWAY OWNER: SZABO PAL WALLINGFORD,CT 06492 5 SARAH ANNE LANE WINDSOR,CT 06095 DESCRIPTION OF WORK: INSTALL LOW VOLTAGE SECURITY SYSTEMS. 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 11/13/2012 3:20 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600316 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 08/10/2016 GIS ID:47701505 FEE: 465.00 MUNIS APPLICATION# 201600749 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: IZBICKI CONTRACTING LLC. ADDRESS: 1565 JOHN FITCH BLVD ADDRESS: 8 SCHOOLHOUSE ROAD OWNER: JOHN FITCH 1505 LLC LISBON,CT 06351 '' - 50 VOLPI RD BOLTON,CT 06043 DESCRIPTION OF WORK: ROUGH 4 TOILET ROOMS AND FINISH 3 TOILET ROOMS. ONE TO HAVE SHOWER AND URINAL.' 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 8/10/2016 3:33 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900175 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 05/17/2019 GIS ID:47701505 FEE: 18.00 MUNIS APPLICATION# 201900915 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ELECTRICAL SYSTEMS INC ADDRESS: 1505 JOHN FITCH BLVD ADDRESS: 52 ALDEN AVENUE ' f OWNER: JOHN FITCH 1505 LLC 50 VOLPI ROAD ENFIELD,CT 06082 DESCRIPTION OF WORK: LIGHTING&OUTLETS IN OFFICE AREA OF EAGLE AUTO COLLITION CENTER SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS AP ROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: Al-- OCCUPANCY GROUP: BUILDIN F ICIAL ` r 5/17/2019 9:40 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE `-J. _�, 1900176 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 05/17/2019 GIS ID:47701505 FEE: 144.00 MUNIS APPLICATION# 201900916 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ELECTRICAL SYSTEMS INC ADDRESS: 1505 JOHN FITCH BLVD ADDRESS: 52 ALDEN AVENUE OWNER: JOHN FITCH 1505 LLC 50 VOLPI ROAD ENFIELD,CT 06082 DESCRIPTION OF WORK: SPLIT EXISTING SERVICE A&B TO FIT TENANT AREA ADD 200 AMP 120/208 V PANEL AREA B SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. A44CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OlFeCTA= 5/17/2019 9:42 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900205 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 04/24/2019 GIS ID:47701505 FEE: 36.00 MUNIS APPLICATION# 201900700 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: EAGLE AUTO COLLISION CENTER ADDRESS: 1505 JOHN FITCH BLVD ADDRESS: 1505 JOHN FITCT BLVD OWNER: JOHN FITCH 1505 LLC 50 VOLPI ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW ALUMINUM WALL SIGN FOR EAGLE AUTO COLLISION SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. elX CONSTRUCTION TYPE: r '� OCCUPANCY GROUP: BUI D ICIAL 4/24/2019 8:15 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600398 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/23/2016 GIS ID:47701505 FEE: 300.00 MUNIS APPLICATION# 201600835 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: K&H CONSTRUCTION LLC ADDRESS: 1505 JOHN FITCH BLVD ADDRESS: 25 ROODE ROAD OWNER: JOHN FITCH 1505 LLC PLAINFIELD,CT 06374 50 VOLPI RD BOLTON,CT 06043 DESCRIPTION OF WORK: DEMO OF EXISTING BUILDING. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/23/2016 11:31 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600406 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/29/2016 GIS ID:47701505 FEE: 13618.00 MUNIS APPLICATION# 201600749 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: RICMAN ENTERPRISES LLC. ADDRESS: 1505 JOHN FITCH BLVD ADDRESS: 107 COLONIAL ROAD OWNER: JOHN FITCH 1505 LLC PLAINFIELD,CT 06374 50 VOLPI RD BOLTON,CT 06043 r DESCRIPTION OF WORK: CONSTRUCT NEW PRE-ENGINEERED BUILDING FOR COMMERCIAL USE. t , SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY TIIE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/29/2016 10:19 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURC14ARGE 1600437 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 10/18/2016 GIS ID:47701505 FEE: 1095.00 MUNIS APPLICATION# 201600749 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: AIR QUALITY MECHANICAL SERVICES ADDRESS: 1505 JOHN FITCH BLVD ADDRESS: 135 YANTIC ROAD OWNER: JOHN FITCH 1505 LLC YANTIC,CT 06389 50 VOLPI RD BOLTON,CT 06043 DESCRIPTION OF WORK: INSTALL OF HEATING AND A/C UNITS. 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 0/1 81201 6 3:50 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600278 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 06/07/2016 GIS ID:47701505 FEE: 15.00 MUNIS APPLICATION# 201600719 BUILDING DESCRIPTION: APPLICANT ;,., LOCATION NAME: CASE ELECTRIC ADDRESS: 1505 JOHN FITCH BLVD ADDRESS: 32 COOK DRIVE '� '~ OWNER: -..JOHN FITCH 1505 LLC UNCASVILLE,CT 06382 50 VOLPI RD BOLTON,CT 06043 DESCRIPTION OF WORK: TEMPORARY ELECTRICAL SERVICE. 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 6n12016 3:24 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600439 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 09/23/2016 GIS ID:47701505 FEE: 750.00 MUNIS APPLICATION# 201600749 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CASE ELECTRIC ADDRESS: 1505 JOHN FITCH BLVD ADDRESS: 32 COOK DRIVE OWNER: JOHN FITCH 1505 LLC UNCASVILLE,CT 06382` 50 VOLPI RD BOLTON,CT 06043 DESCRIPTION OF WORK: NEW BUILDING--ALL NEW ELECTRICAL. SPECIAL CONDITIONS: ALL WORK TO BE DONE ►N ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/23/2016 10:56 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE • \•r 1. .� Vti A•...a Fes: 'J<l: ':�y..r.j w.t n;s•+r� �•;� .• n v ...is .al •.1 t. �z D. L: :4 •'i ..l•. `I.e}r •`:F i Y Sr. •t'� 4: •r 2+ 1 r_ ••i'. i; W j'•i: I '• rryQ,LJ r. \ :f ,I •t. f' \ t. •:S'i ,f�' •'ii r. 'f� •is t 't. f •1 •t•.M•. 1'.. 1' S. �1' S •j� M)l 'h t i rT C '•li ;i t "S i•K' , :t i .l. z. l4�'N'• �,a:'".5ti'3�3';d�:wi,3'�r,`•+t'•r'.- w�'��,;'}}.. },j"°�'^a��,�'-,r"1:s,.rr*rn-T-�k�I^7—+'..x.T , APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 1�lzow it APPROV 1540 SULLIVAN AVENUE Bldg.Permit# 1l , e5 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE /�o Location of Job: ch �� $0-$1,000=$15.00 lIC Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT C,U APPLICANT ADDRESS U C c✓{�- APPLICANT'S PHONE# 7 y - yz d3 OWNER �( &,` o .(AWN SFq OWNER ADDRESS -� OWNER PHONE &0) O ` t ESTIMATED COST$ LSD C ►'' U IS THIS A CONTRACT COST? --"Yes No FEE ENCLOSED$ ° 1 �f c, (3 2 ° TYPE OF JOB: �- �b R•CO —P eew Installation Alteration/Addition/Repair � 'U 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 )21 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 �IV57)'U(-, Lod^' V e l 196C 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. DESCfRIPTION OF WORK I� :zn/r (- ZaGam- V a l`d ce .Jr-'GuX /7 z 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 &C- D/D(wJ 6-7 1 S C l CONTRACTORS LICENSE NO TYPE STATE SIGNATURE OF APPLICANT DATE , 0' 9^�� SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT AUG 2 ` jQ ***** FOR C OF O***** SOUTH NNUSOR PLANNING QEPT ADDRESS ZS.. d :jLh r) �=� 1'G{� LOT/UNIT# Reviewed by ,Sh (Engineering) CONTACT/DEV Date Reviewed 8 i Denied PH# Reviewed b UP (Planning) M2 p/m/no Date Submitted -�/"/ Date Reviewed o?J pprov i Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work; i.e.trees,shrubs, dumpsters,required parking 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone d. water e. other 5. Sewer connection charge paid !L- 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. U htin 9 9 b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: s/engineering/molloy/site compliance checklist GARDNER & PETERSON ASSOCIATES, LLC PROFESSIONAL ENGINEERS LAND SURVEYORS 178 HARTFORD TURNPIKE TOLLAND,CONNECTICUT 06W4 LETTER OF TRANSMITTAL TELEPHONE (860)871-OM FAX (860)8752086 lnfo@GardnerPoterson.com www.GardnerPoterson.com Ms.Michele Lipe Director of Planning DATE 8/2/18 JOB NO. 10600 Town of South Windsor 1540 Sullivan Ave. RE: John Fitch 1505,LLC South Windsor,CT 06074 WE ARE ENCLOSING: ® PRINTS ❑ COPY OF CORRESPONDENCE ❑ OTHER COPIES MAP NUMBER DATED DESCRIPTION 2 10600AB 6/15/18 Improvement Location Survey Prepared for John Fitch 1505,LLC 1505 John Fitch Blvd. ❑ For Approval ® For your Use ❑For Review&Comment ❑Approved as Submitted ❑ As Requested DECEIVED AUG 0 8 2018 SOLI TH 1MNCS0,R Signed: Mark A. Peterson, P.E. Transmittal 201 1.doc �TM TA R BUILDING SYSTEMS RicMan Enterprises, LLC. AN NO C(W.PANV Estimating and Construction Services August 27, 2018 Mr. Jeffrey Folger Senior Environmental Planner Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: 1505 John Fitch Boulevard This letter shall confirm that the site light poles and fixtures installed by Case Electric, LLC are the specified pole and fixture as approved by the South Windsor Planning and Zoning Commission on lighting plan P100, dated 6/07/16. The fixture model used was a Cree, OSQ series, type A, 3ME A 57K-UL w OSQ- BLSMF mounted on a 20' aluminum tube pole. Respectfully, Yoh X 107 Colonial Road Cell:860-884-5282 Email:imangarelli@snet.net Plainfield,CT 06374 Phone:860-564-5642 Star Building Systems Metal Building Repairs Design/Build Services Rhode Island Contractor License Number 40315 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applicatio is hgreb BUILDING DEPARTMENT J p 1540 SULLIVAN AVENUE Bldg.Permit# 644-251 i.ext. 230 Date B ' ding Inspector o 'fin U D 0 Application must be printed or typed FEE SCHEDULE Location of Jobj $0-$1,000=$15.00 6�05� � �1 t Over$1,000= Street No. Street Lot No. $15.00,per$1,000 or any fraction thereof Tenant Designation Apt,No. APPLICANT l ABC �i0 APPLICANT ADDRESS Z APPLICANT'S PHONE# — Z 7 3 OWNER D ',0W N SFgt OWNER ADDRESS (OG� Cn OWNER PHONE C ESTIMATED COST$ ►� U IS THIS A CONTRACT COST? .tYes No VA G FEE ENCLOSED-$. �4' TYPE OF JOB: ( � v OR-CO New Installation Alteration/Addition/Repair . �a0b�y Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY .'C�USINESS ❑. ASSEMBLE' FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE C7 FACTORY ❑ STORAGE ADDRESS ❑ GARAGE O MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD., SIZE OF SERVICE 7CC) SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS _ NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGH'i :IRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES. NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF-HEAT CIRCUITS NUMBEWOF A/C CIRCUITS_ SEPARATE HEAT LOSS AND A/C CALCULATIONS MUSTBE SUBMITTED. Q /DESCRIPTION OF WORK 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 TYPE STATE SIGNATURE OFAPPLICAN DATE APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH VaNDSOR PERMIT# Appli n is y: BUILDING DEPARTMENT o,1 1 t- ApP 1540 SULLIVAN AVENUE ib�� 644-2511 ext. 230 Bldg.Permit# Date Q�Bilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 5o_5 2 c,ti A 6 V.o Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT A ��)a I y M{L V1 c9�1 c,� cJ V'a jL c APPLICANT ADDRESS 1S T/c�+ is 1�'•t�c� t�Cwna r C Cr- 1 al 1 APPLICANT'S PHONE# ' (d) OWNER •(OW N $Fq� OWNER ADDRESS I .50-5 `)Okn �� (Z L J p. LL C. OWNER PHONE 0 a ESTIMATED COST$ 3�wo 00 V IS THIS A CONTRACT COSTZ Yes No FEE ENCLOSED$ M S ° '• C TYPE OF JOB: Z �SOR•COS _ZNew Installation Alteration/Addition/Repair Revised 03/05/10 . APPLICATION FOR HVAC PERNUT(Continued from ieverse side) TYPE OF SYSTEM: TYPE OF BUILDING: HEATING O)IESIDENTIAL D1AIC [7 COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRE$SURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC Gr WARM AIR ❑ UNIT RADIANT.HEATER EXISTING RADIATION ADDITIONAL RADIATION .-TOTAL RADIATION DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE °F TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) CI r(l Cc� (LL _4�r F0 j .T o6c)6t) 0Ty L_ ) , Co c((-_r D 8t3 A D GROSS HEATING CAPACITY•(INPUI-BTUH).1660 r 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.) TONNAGEL2) l )a 6 COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALLAIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) - FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBYAPPLIES FOR A 0 PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERfORMANCE QF SUCH WORK. S�r�'�'G' t S:"" <= L4 c. fi S 14te4,5 C E CONTRACTORS LICENSE NO. STATE SIGNATURE OF APPLICANT DATE /G' DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 16 d3 I� APP � 1540 SULLIVAN AVENUE 644-2511 EXT.230 Bldg.Permit# (Date) (Building Ins r) Application must be printed or typed FEE SCHEDULE Location of Job: l_SO P-O vZZ- S -- j n h ,-N - h $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000-$15.00 per$1,000 4 V z? �4vY or any fraction thereof Tenant Designation Apt No. APPLICANT t gd Aje_J-- r��1GK I B(C Cvo'V T/�llr APPLICANT ADDRESS SCu�l /�'I �� 14C APPLICANT PHONE# !9`f Uy 6,8 N S F,q OWNER OWNER ADDRESS Ofi r OWNER PHONE C ESTIMATED COST $ O�C� � IS THIS A CONTRACT COST? V YES NO FEE ENCLOSED$ Co TYPE OF JOB: g I r�- UR• New Installation _Alteration/Addition Repair Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUQ,DING IS THIS APPLICATION ASSOCIATED WITH A O RESIDENTIAL BUILDING PERMIT APPLICATION? OYES ❑ NO PYBUSINESS CURRENT USE AND OCCUPANCY O ASSEMBLY O MERCANTILE FUTURE USE AND OCCUPANCY O EDUCATIONAL O FACTORY O STORAGE ENGINEER'S NAME PHONE M-'GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION ��� S ��L�� �/28+� �r SIZE OF MAIN DRAIN NO. OF TOILETS 3 STYLE 01'6-44W- NO.URINALS STYLE 44f 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 &n— KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES ff NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK 3 � SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE G 6¢L MANUFACTURER lj J i0/L d W 91 DESCRIPTION OF WORK le0 1� 1 G 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, A-M 0 2--7 7 V/ I !�:�Z )0--/ 7- CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATES Ib APPLICATION FOR..ELECTRICAL'PERMIT DEPARTMENT DECISION TOWN OF SOUTH VaNDSOR PE.RNIIT# Application is hereby: BUILDING DEPARTMENT V271 APP O . 1:540 SULLIVAN AVENUE G, <{ , 644-2511.ext. 230 Slag:Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location,of Job: $0-$1,060=-$15.00 Over$1,000= Street No. Street Lot No. $15.00.per$1,000 or any fraction thereof Tenant Designation Apt:No. APPLICANT n-�A,&t\ �PAA CAIZO:;, APPLICANT ADDRESS i ��3R, . APPLICANT'S PHONE# OWNER L �W N S Fq` OWNER ADDRESS 107 -- 3� C OWNER PHONE C ESTIMATED COST$ u IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$. V o �r TYPE OF JOB: R•CO 'k--New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PER* MT(Continued from reverse side) TYPE of BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY i�BUSINESS ❑. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑l STORAGE ADDRESS ❑ GARAGE . ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION l WIRING METHOD, . SIZE OF SERVICE �'U Q SIZE OF MAIN CONDUCTORS N lu me/v kc, 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 SWTFCHES. NUMBER OF OUTLETS NUMBER QF LIGHT FIXTURES NUMBER OF_HEAT CIRCUITS NUMBEWOF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBN[ITTED. DESCRIPTION OF WORK 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 N . E STATE SIGNATURE OF APPLICANT DATE �/ - Tankworks Removal Replacement LLC August 24, 2015 Frank Amodio 50 Volpi Road Bolton, CT 06043 Re: Removal and Disposal of(1) 1000 Gallon Underground Heating Oil Tank At: 1505 John Fitch Blvd- South Windsor, CT 06074 Dear Mr. Amodio, Thank you for the opportunity to service the removal of the buried oil tank at the above referenced address. This tank was located in the far rear of the building. The soil in the grave showed no signs of contamination and was backfilled. Before backfilling 5 final confirmation soil samples were collected and tested at an independent lab for CTETPH(extractable petroleum hydrocarbons). The results of the soil samples we obtained indicated that any trace of oil was Not Detected(ND)for all five samples. This letter, along with the attached soil sample results, should be stored safely with all legal documents pertaining to this property. Please feel free to call us if you have any further questions. It has been a pleasure working with you. We hope that you are pleased with our services and that you will recommend us to others. Very truly yours, Rosem Viola--l-ainville Owner CC: Town of South Windsor Attn: Fire Marshal 1540 Sullivan Ave South Windsor r; I`ttr'!t't7111t1(ttrfu! l.rtbrlrtrr'r31•i�,c. ltt�•. Tuesday,July 28, 2015 Attn: Mrs. Rose Rainville Tankworks Removal& Replacement, LLC 360 East Center Street Manchester, CT 06040 Project ID: 1505 JOHN FITCH BLVD Sample ID#s: BJ63226 -BJ63230 This laboratory is in compliance with the NELAC requirements of procedures used except where indicated. This report contains results for the parameters tested, under the sampling conditions described on the Chain Of Custody, as received by the laboratory. All soils, solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. A scanned version of the COC form accompanies the analytical report and is an exact duplicate of the original. If you have any questions concerning this testing, please do not hesitate to contact Phoenix Client Services at ext. 200. Sincerely yours, A UL Phyllis hiller Laboratory Director NELAC-#NY11301 NJ Lab Registration#CT-003 CT Lab Registration#PH-0618 NY Lab Registration#11301 MA Lab Registration#MA-CT-007 PA Lab Registration#68-03530 ME Lab Registration#CT 007 RI Lab Registration#63 NH Lab Registration#213693 A,B VT Lab Registration#VT11301 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06040 Telephone(860)645-1102 Fax(860)645-0823 19HOE �a Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn:Mrs. Rose Rainville Tankworks Removal&Replacement, LLC July 28, 2015 360 East Center Street Manchester,CT 06040 Sample Information Custody Information Date Time Matrix: SOLID Collected by: SB 07/23/15 14:08 Location Code: TANKWKS Received by: SW 07/24/15 16:10 Rush Request: 24 Hour Analyzed by: see"By"below P.O.#: Laboratory Data SDG ID: GBJ63226 Phoenix ID: BJ63226 Project ID: 1505 JOHN FITCH BLVD Client ID: BOTTOM#2 RU Parameter Result PQL Units Dilution Date/Time By Reference Percent Solid 89 % 07/24/15 1 SW846-%Solid Extraction of CT ETPH Completed 07/24/15 CCN SW3545A TPH by GC (Extractable Products) Ext.Petroleum HC ND 56 mg/Kg 1 07/27/15 JRB CTETPH 8015D Identification ND mg/Kg 1 07/27/15 JRB CTETPH 8015D QA/QC Surroaates %n-Pentacosane 55 % 1 07/27/15 JRB 50-150% RUPQL=Reporting/Practical Quantltation Level ND=Not Detected BRL=Below Reporting Level Comments: All soils,solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. If there are any questions regarding this data,please call Phoenix Client Services at extension 200. This report must not be reproduced except In full as defined by the attached chain of custody. /� AOL Phyllis hiller,Laboratory Director July 28,2015 Reviewed and Released by:Deb Lawrie,Project Manager Page 1 of 5 Ver 1 PHOENIX . . Environmental Laboratories, Inc. 587 East Middle Turnpike,P.0.13ox 370,Manchester,CT 06045 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn: Mrs. Rose Rainville Tankworks Removal&Replacement, LLC July 28, 2015 360 East Center Street Manchester,CT 06040 Sample Information Custody Information Date Time Matrix: SOLID Collected by: SB 07/23/15 14:09 Location Code: TANKWKS Received by: SW 07/24/15 16:10 Rush Request: 24 Hour Analyzed by: see"By"below P.O.#: Laborato Data SDG ID: GBJ63226 Phoenix ID: BJ63227 Project ID: 1505 JOHN FITCH BLVD Client ID: NORTH#2 RU Parameter Result PQL Units Dilution Date/Time By Reference Percent Solid 94 % 07/24/15 1 SW846-%Solid Extraction of CT ETPH Completed 07/24/15 CCN SW3545A TPH by GC (Extractable Products) Ext.Petroleum HC ND 52 mg/Kg 1 07/25/15 JRB CTETPH 8015D Identification ND mg/Kg 1 07/25/15 JRB CTETPH 8015D QA/QC Surrogates %n-Pentacosane 67 % 1 07/25/15 JRB 50-150% RUPQL=Reporting/Practical Quantitation Level ND=Not Detected BRL=Below Reporting Level Comments: All soils,solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. If there are any questions regarding this data,please call Phoenix Client Services at extension 200. This report must not be reproduced except in full as defined by the attached chain of custody. Phyllis hiller,Laboratory Director July 28,2015 Reviewed and Released by:Deb Lawrie,Project Manager Page 2 of 5 Ver 1 I Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn:Mrs. Rose Rainville Tankworks Removal &Replacement, LLC July 28, 2015 360 East Center Street Manchester,CT 06040 Sample Information Custody Information Date Time Matrix: SOLID Collected by: SB 07/23/15 14:10 Location Code: TANKWKS Received by: SW 07/24/15 16:10 Rush Request: 24 Hour Analyzed by: see"By"below P.o.#: Laboratory Data SDG ID: GBJ63226 Phoenix ID: BJ63228 Project ID: 1505 JOHN FITCH BLVD Client ID: SOUTH#2 RU Parameter Result PQL Units Dilution Date/Time By Reference Percent Solid 92 % 07/24/15 1 SW846-%Solid Extraction of CT ETPH Completed 07/24/15 CCN SW3545A TPH by GC (Extractable Products) Ext.Petroleum HC ND 54 mg/Kg 1 07/25/15 JRB CTETPH 8015D Identification ND mg/Kg 1 07/25/15 JRB CTETPH 8015D QA1QC Surrogates %n-Pentacosane 64 % 1 07/25/15 JRB 50-150% RUPQL=Reporting/Practical Quantitation Level ND=Not Detected BRL=Below Reporting Level Comments: All soils,solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. If there are any questions regarding this data,please call Phoenix Client Services at extension 200. This report must not be reproduced except in full as defined by the attached chain of custody. C,/� AOL Phyllis hiller,Laboratory Director July 28,2015 Reviewed and Released by:Deb Lawrie,Project Manager Page 3 of 5 Ver 1 PJ�IDENI��Y` �� Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn: Mrs. Rose Rainville Tankworks Removal&Replacement, LLC July 28, 2015 360 East Center Street Manchester,CT 06040 Sample Information Custody Information Date Time Matrix: SOLID Collected by: SB 07/23/15 14:11 Location Code: TANKWKS Received by: SW 07/24/15 16:10 Rush Request: 24 Hour Analyzed by: see"By"below P.O.#: Laboratory Data SDG ID: GBJ63226 Phoenix ID: BJ63229 Project ID: 1505 JOHN FITCH BLVD Client ID: WEST#2 RU Parameter Result PQL Units Dilution Date/Time By Reference Percent Solid 94 % 07/24/15 1 SW846-%Solid Extraction of CT ETPH Completed 07/24/15 CCN SW3545A TPH by GC (Extractable Products) Ext.Petroleum HC ND 52 mg/Kg 1 07/25/15 JRB CTETPH 8015D Identification ND mg/Kg 1 07/25/15 JRB CTETPH 8015D QA/QC Surrogates %n-Pentacosane 65 % 1 07/25/15 JRB 50-150% RUPQL=Reporting/Practical Quantitation Level ND=Not Detected BRL=Below Reporting Level Comments: All soils,solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. If there are any questions regarding this data,please call Phoenix Client Services at extension 200. This report must not be reproduced except in full as defined by the attached chain of custody. .COL Phyllis hiller,Laboratory Director July 28,2015 Reviewed and Released by:Deb Lawrie,Project Manager Page 4 of 5 Ver 1 r' r�V� P.h�O.ENIX� j Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn:Mrs. Rose Rainville Y p Tankworks Removal&Replacement,LLC July 28, 2015 360 East Center Street Manchester,CT 06040 Sample Information Custody Information Date Time Matrix: SOLID Collected by: SB 07/23/15 14:12 Location Code: TANKWKS Received by: SW 07/24/15 16:10 Rush Request: 24 Hour Analyzed by: see"By"below P.O.#. Laboratory Data SDG ID: GBJ63226 Phoenix ID: BJ63230 Project ID: 1505 JOHN FITCH BLVD Client ID: EAST#2 RU Parameter Result PQL Units Dilution Date/Time By Reference Percent Solid 93 % 07/24/15 1 SW846-%Solid Extraction of CT ETPH Completed 07/24/15 CCN SW3545A TPH by GC (Extractable Products) Ext.Petroleum HC ND 54 mg/Kg 1 07/25/15 JRB CTETPH 8015D Identification ND mg/Kg 1 07/25/15 JRB CTETPH 8015D QA/QC Surrogates %n-Pentacosane 78 % 1 07/25/15 JRB 50-150% RUPQL=Reporting/Practical Quantitation Level ND=Not Detected BRL=Below Reporting Level Comments: All soils,solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. If there are any questions regarding this data,please call Phoenix Client Services at extension 200. This report must not be reproduced except In full as defined by the attached chain of custody. Phyllis hiller,Laboratory Director July 28,2015 Reviewed and Released by:Deb Lawrie,Project Manager Page 5 of 5 Ver 1 { Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 QA/QC Report Tel.(860)645-1102 Fax(860)645-0823 July 28, 2015 QA/QC Data SDG I.D.: GBJ63226 Blk LCS LCSD LCS MS MSD MS Rec RPD Parameter Blank RL % % RPD % % RPD Limits Limits QA/QC Batch 314840(mg/Kg),QC Sample No:BJ62896(13J63227,BJ63228,BJ63229) TPH by GC ) -Solid (Extractable Products Ext.Petroleum HC ND 50 62 60 3.3 59 57 3.4 30-130 30 %n-Pentacosane 69 % 67 66 1.5 66 64 3.1 50-150 30 QA/QC Batch 314938(mg/Kg),QC Sample No:BJ63079(13J63226) TPH by GC (Extractable Products)- Solid Ext.Petroleum HC ND 50 62 60 60 0.0 30-130 30 %n-Pentacosane 58 % 68 68 66 3.0 50-150 30 QA/QC Batch 314951 (mg/Kg),QC Sample No:BJ63398(BJ63230) TPH by GC (Extractable Products)-Solid Ext.Petroleum HC ND 50 75 96 90 6.5 30-130 30 %n-Pentacosane 72 % 73 75 69 8.3 50-150 30 If there are any questions regarding this data,please call Phoenix Client Services at extension 200. RPD-Relative Percent Difference /) LCS-Laboratory Control Sample / �/ DD'LCSD-Laboratory Control Sample Duplicate � , MS-Matrix Spike MS Dup-Matrix Spike Duplicate Phylli hiller, Laboratory Director NC-No Criteria July 2 ,2015 Intf-Interference Page 1 of 1 Cooler. Yes a No Coolant: IPK CE I I No 71CHAIN OF CUSTODY RECORD Temp a •C Pg of Contac O lions: 9muies, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06040 �Fax: Email:info@phoenixlabs.com Fax(860)645-0823 ❑Phone: Client services (860) 645-8726 ❑Email: Customer. �1/�, !� Project: Project P.O: Address: Report to: Soa-r* This section MUST be Invoice to: -Z�,.¢,c1��1 AfZ4.2ys completed with Bottle Quantities. Client Sample-Information-identification 6 s Analysis Signature Date: Request Matrix Code: DW=Drinking Water GW=Ground Water SW=Surface Water WW=Waste Water RW=Raw Water SE=Sediment SL=Sludge S=Soil SD=Solid W=Wipe g�,�ce�\ c0�` \`1�F` F ,q��cc` OIL=Oil B=Bulk L=Liquid PHOENIX USE ONL Customer Sample Sample Date Time SAMPLE# Identification Matrix Sampled Sampled #z 32-2-1 5 l S 3231 s ti x I * 5 oc + Relin uished b cce t Date: Time: RI CT MA Data Format .r�• !• ❑Direct Exposure Q RCP Cart ❑MCP Certification Excel �1V (Residential) GW Protection ❑GW-1 PDF �I'• ❑GW SW Protection ❑ Gvy 2 ❑GIS/Key Other GA Mobility ❑ GW-3 ❑E ❑ Other Comments,Special Requirements or Regulations: Turnaround El GB Mobility ❑ S-1 Data Package uS t'1 ❑ 1 Day Residential DEC ❑ S-2 Tier II Checklist • �--- ❑ ,v�S� �~ {_ ❑ 2 Days' (] I/C DEC ❑ S-3 ❑ Full Data Package* =` �w 1 ❑ 3 s' ❑ MWRA eSMART ❑ Phoenix Std Report ❑Other Standard ❑ Other ❑ Other _ ❑ Other -�-- ------ .__� State where samples were collected: I SURCHARGE APPLIES sG!-_ •SURCHARGE APPLIES • Tankworks Removal . Replacement August 26, 2015 Frank Amodio 50 Volpi Rd Bolton, CT 06043 Re: Removal of(1) 1000 gallon Underground Oil Tank& Remediation of 11.63 tons of Contaminated Soil At: 1505 John Fitch Blvd-South Windsor, CT 06074 Dear Mr. Amodio, Thank you for the opportunity to service the oil tank removal and remediation at the above referenced address. This tank was located on the left side of the building. As you are aware,the tank was found to have been leaking upon its removal and the Connecticut Department of Environmental Protection was notified of the situation by telephone, case#2015-03801 was assigned. We were advised to remove and dispose of the contaminated soil and to take final confirmation soil samples. We excavated the tank grave and hauled 11.63 tons of contaminated soil to Phoenix Soils in Waterbury, Connecticut for legal disposal. Clean fill was furnished to replace the contaminated soil that was removed. Before backfilling, we collected(7) seven final confirmation soil samples and had them tested at an independent lab for Extractable Total Petroleum Hydrocarbons (ETPH). All seven samples fall within the legal limit of 500 parts per million (ppm)for this groundwater area. The soil sample results are attached for your reference. The sample results are as follows: West side-non-detectable,East side-I50 ppm;South side non-detectable, North side-non-detectable;Bottom #1—non-detectable Bottom #2-non-detectable;Bottom #3-non-detectable This document, along with the attached soil analysis reports, should be stored with all legal documents pertaining to this property for future reference when necessary. These documents along with our Tankworks invoice will serve as verification for future reference. If you have any further questions, please feel free to contact us. It has been a pleasure working with you. We hope that you are pleased with our services and that you will recommend us to others. Very truly yours, TANKWORKS REMOVAL & REPLACEMENT LLC 7osem;?iola Rainville Owner Cc: Town of South Windsor Attn: Fire Marshal 1540 Sullivan Ave South Windsor CT D.E.E.P., 79 Elm St., Hartford, CT 06106 PHOEA TX '� Environmental laboratories, Inc. Thursday,August 20, 2015 Attn: Mrs. Rose Rainville Tankworks Removal & Replacement, LLC 360 East Center Street Manchester, CT 06040 Project ID: 1505 JOHN FITCH BLVD Sample ID#s: BJ77530- BJ77536 This laboratory is in compliance with the NELAC requirements of procedures used except where indicated. This report contains results for the parameters tested, under the sampling conditions described on the Chain Of Custody, as received by the laboratory. All soils, solids and sludges are reported on a dry weight basis unless otherwise noted In the sample comments. A scanned version of the COC form accompanies the analytical report and is an exact duplicate of the original. If you have any questions concerning this testing, please do not hesitate to contact Phoenix Client Services at ext. 200. Sincerely yours, Phyllis hiller Laboratory Director NELAC-#NY11301 NJ Lab Registration#CT-003 CT Lab Registration#PH-0618 NY Lab Registration#11301 MA Lab Registration#MA-CT-007 PA Lab Registration#68-03530 ME Lab Registration#CT-007 RI Lab Registration#63 NH Lab Registration#213693,A,B VT Lab Registration#VT11301 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06040 Telephone(860)645-1102 Fax(860)6454823 PHOENIX0 Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn:Mrs. Rose Rainville Tankworks Removal&Replacement,LLC August 20, 2015 360 East Center Street Manchester,CT 06040 Sample Information Custody Information Date Time Matrix: SOLID Collected by: KC 08/18/15 11:21 Location Code: TANKWKS Received by: LK 08/19/15 16:30 Rush Request: 24 Hour Analyzed by. see"By"below P.O.#: Laboratory Data SDG ID: GBJ77530 Phoenix ID: BJ77530 Project ID: 1505 JOHN FITCH BLVD Client ID: NORTH RU Parameter Result PQL Units Dilution Date/Time By Reference Percent Solid 88 % 0820/15 1 SW846-%Solld Extraction of CT ETPH Completed 08/19/15 BJN SW3545A TPH_by GC (Extractable Products) Ext.Petroleum HC ND 57 mg/Kg 1 0820/15 JRB CTETPH 8015D Identification ND mg/Kg 1 0820/15 JRB CTETPH 8015D QA/QC Surrogates %n-Pentacosane 85 % 1 0820/15 JRB 50-150% RL/PQL=Reporting/Practical Quantitation Level ND=Not Detected BRL=Below Reporting Level Comments: All soils,solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. If there are any questions regarding this data,please call Phoenix Client Services at extension 200. This report must not be reproduced except in full as defined by the attached chain of custody. (/+� AUL Phyllis hiller,Laboratory Director August 20,2015 Reviewed and Released by:Deb Lawrie,Project Manager Page 1 of 7 Ver 1 PHOENIXO'- Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 Tel.(860)645.1102 Fax(860)64"823 Analysis Report FOR: Attn: Mrs. Rose Rainville Tankworks Removal&Replacement, LLC August 20, 2015 360 East Center Street Manchester,CT 06040 Sample Information Custody Information Date Time Matrix: SOLID Collected by: KC 08/18/15 11:21 Location Code: TANKWKS Received by: LK 08/19/15 16:30 Rush Request: 24 Hour Analyzed by: see"By"below P.O.#: LaboratoryData SDG ID: GBJ77530 Phoenix ID: BJ77531 Project ID: 1505 JOHN FITCH BLVD Client ID: SOUTH RU Parameter Result PQL Units Dilution Date/Time By Reference Percent Solid 93 % 08/20/15 1 SW846-%Solid Extraction of CT ETPH Completed 08/19/15 BJN SW3545A TPH by GC (Extractable Products) Ext.Petroleum HC ND 52 mg/Kg 1 08/20/15 JRB CTETPH 80151) Identification ND mg/Kg 1 08/20/15 JRB CTETPH 8015D QA/QC Surrogates %n-Pentacosane 76 % 1 08/20/15 JRB 50-150% RUPQL=Reporting/Practical Quantitation Level ND=Not Detected BRL=Below Reporting Level Comments: All soils,solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. If there are any questions regarding this data,please call Phoenix Client Services at extension 200. This report must not be reproduced except in full as defined by the attached chain of custody. A UL Phyllis hiller,Laboratory Director August 20,2015 Reviewed and Released by:Deb Lawrie,Project Manager Page 2 of 7 ver 1 PHOENIX* Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn:Mrs.Rose Rainville Tankworks Removal&Replacement,LLC August 20, 2015 360 East Center Street Manchester,CT 06040 Sample Information Custody Information Date Time Matrix: SOLID Collected by. KC 08/18/15 11:21 Location Code: TANKWKS Received by: LK 08/19/15 16:30 Rush Request: 24 Hour Analyzed by. see"By"below P.O.#: Laboratory Data SDG ID: GBJ77530 Phoenix ID: BJ77532 Project ID: 1505 JOHN FITCH BLVD Client ID: EAST RU Parameter Result POL Units Dilution Date/Time By Reference Percent Solid 92 % 08/20/15 I SW846-%Solid Extraction of CT ETPH Completed =19/15 BJN SW3545A TPH by GC (Extractable Products) Ext.Petroleum HC 150 53 mg/Kg 1 08/20/15 JRB CTETPH 8015D Identification mg/Kg 1 08/20115 JRB CTETPH 8015D QA/QC Surrogates %n-Pentacosane 92 % 1 oaI20/15 JRB 50-150% RUPQL=Reporting/Practical Quantitation Level ND=Not Detected BRL=Below Reporting Level Comments: TPH Comment: "Petroleum hydrocarbon chromatogram contains a multicomponent hydrocarbon distribution In the range of C12 to C28. The sample was quantitated against a C9-C36 alkane hydrocarbon standard. All soils,solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. If there are any questions regarding this data,please call Phoenix Client Services at extension 200. This report must not be reproduced except in full as defined by the attached chain of custody. AOL Phyllis hiller,Laboratory Director August 20,2015 Reviewed and Released by:Deb Lawrie,Project Manager Page 3 of 7 Ver 1 PHOENIX Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn: Mrs.Rose Rainville Tankworks Removal&Replacement, LLC August 20, 2015 360 East Center Street Manchester,CT 06040 Sample Information Custody Information Date Time Matrix: SOLID Collected by: KC 08/18/15 11:21 Location Code: TANKWKS Received by: LK 08/19/15 16:30 Rush Request: 24 Hour Analyzed by: see"By"below P.O.#: Laboratory Data SDG ID: GBJ77530 Phoenix ID: BJ77533 Project ID: 1505 JOHN FITCH BLVD Client ID: WEST RU Parameter Result PQL Units Dilution DaterTime By Reference Percent Solid 90 % 08/20/15 1 SW846-%Solid Extraction of CT ETPH Completed 08/19/15 BJN SW3545A TPH by GC (Extractable Products) Ext.Petroleum HC ND 55 mg/Kg 1 0820/15 JRB CTETPH 8015D Identification ND mg/Kg 1 08/20/15 JRB CTETPH 8015D QA/QC Surrogates %n-Pentacosane 76 % 1 0820/15 JRB 50-150% RUPQL=Reporting/Practical Quantitation Level ND=Not Detected BRL=Below Reporting Level Comments: All soils,solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. If there are any questions regarding this data,please call Phoenix Client Services at extension 200. This report must not be reproduced except in full as defined by the attached chain of custody. Phyllis hiller,Laboratory Director August 20,2015 Reviewed and Released by:Deb Lawrie,Project Manager Page 4 of 7 Ver 1 PHOMS Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 Tel.(860)645-1102 Fax(860)64"823 Analysis Report FOR: Attn: Mrs.Rose Rainville Tankworks Removal&Replacement, LLC August 20, 2015 360 East Center Street Manchester, CT 06040 Sample Information Custody Information Date Time Matrix: SOLID Collected by: KC 08/18/15 11:21 Location Code: TANKWKS Received by: LK 08/19/15 16:30 Rush Request: 24 Hour Analyzed by: see"By"below P.O.#: Laboratory Data SDG ID: GBJ77530 Phoenix ID: BJ77534 Project ID: 1505 JOHN FITCH BLVD Client ID: BOTTOM 1 RU Parameter Result PQL Units Dilution Date/Time By Reference Percent Solid 73 % 0820/15 1 SW846-%Solid Extraction of CT EfPH Completed 08/19/15 BJN SW3545A TPH by GC (Extractable Products) Ext.Petroleum HC ND 68 mg/Kg 1 0820/15 JRB CTETPH 8015D Identification ND mg/Kg 1 0820/15 JRB CTETPH 8015D QA/QC Surrogates %n-Pentacosane 91 % 1 0820/15 JRB 50-150% RUPQL=Reporting/Practical Quantitation Level ND=Not Detected BRL=Below Reporting Level Comments: Al soils,solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. If there are any questions regarding this data,please cap Phoenix Client Services at extension 200. This report must not be reproduced except in full as defined by the attached chain of custody. A UL Phyllis hiller,Laboratory Director August 20,2015 Reviewed and Released by:Deb Lawrie,Project Manager Page 5 of 7 Ver 1 PHoENix Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn:Mrs. Rose Rainville Tankworks Removal&Replacement, LLC August 20, 2015 360 East Center Street Manchester, CT 06040 Sample Information Custody Information Date Time Matrix: SOLID Collected by: KC 08/18/15 11:21 Location Code: TANKWKS Received by. LK 08/19/15 16:30 Rush Request: 24 Hour Analyzed by. see"By"below P.O.#: Laborato[y Data SDG ID: GBJ77530 Phoenix ID: BJ77535 Project ID: 1505 JOHN FITCH BLVD Client ID: BOTTOM 2 RU Parameter Result PQL Units Dilution Date/Time By Reference Percent Solid 72 % 08/20/15 1 SW846-%Solid Extraction of CT ETPH Completed 08/19/15 BJN SW3545A TPH by GC (Extractable Products) Ext.Petroleum HC ND 69 mg/Kg 1 08/20/15 JRB CTETPH 8015D Identification ND mg/Kg 1 o8/20115 JRB CTETPH 8015D QA/QC Surrogates %n-Pentacosane 88 % 1 0820115 JRB 50-150% RUPQL=Reporting/Practical Quantitation Level ND=Not Detected BRL=Below Reporting Level Comments: All soils,solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. If there are any questions regarding this data,please call Phoenix Client Services at extension 200. This report must not be reproduced except in full as defined by the attached chain of custody. Phyllis hiller,Laboratory Director August 20,2015 Reviewed and Released by:Deb Lawrie,Project Manager Page 6 of 7 Ver 1 PHOENIX6 Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 Tel.(860)645-1102 Fax(860)645-0823 Analysis Report FOR: Attn: Mrs.Rose Rainville Tankworks Removal&Replacement, LLC August 20, 2015 360 East Center Street Manchester, CT 06040 Sample Information Custody Information Date Time Matrix: SOLID Collected by: KC 08/18/15 11:21 Location Code: TANKWKS Received by: LK 08/19/15 16:30 Rush Request: 24 Hour Analyzed by: see"By"below P.O.#. Laboratory Data SDG ID: GBJ77530 Phoenix ID: BJ77536 Project ID: 1505 JOHN FITCH BLVD Client ID: BOTTOM 3 RU Parameter Result PQL Units Dilution Daterrime By Reference Percent Solid 71 % 08/20/15 1 SW846-%Solid Extraction of CT ETPH Completed 08/19/15 BJN SW3545A TPH by GC (Extractable Products) Ext.Petroleum HC ND 69 mg/K9 1 08/20/15 JRB CTETPH 8015D Identification ND mg/Kg 1 08/20/15 JRB CTETPH 8015D QA/QC Surronates %n-Pentacosane 94 % 1 08/20/15 JRB 50-150% RUPQL=Reporting/Practical Quantitation Level ND=Not Detected BRL=Below Reporting Level Comments' All soils,solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments. If there are any questions regarding this data,please call Phoenix Client Services at extension 200. This report must not be reproduced except in full as defined by the attached chain of custody. A UL Phyllis hiller,Laboratory Director August 20,2015 Reviewed and Released by:Deb Lawrie,Project Manager Page 7 of 7 Ver 1 PHoENix Environmental Laboratories, Inc. 587 East Middle Turnpike,P.O.Box 370,Manchester,CT 06045 QA/QC Report Tel.(860)645-1102 Fax(860)645-0823 August 20, 2015 QA/QC Data SDG I.D.. GBJ77530 Blk LCS LCSD LCS MS MSD MS Rec RPD Parameter Blank RL % % RPD % % RPD Limits Limits QA/QC Batch 317739(mg/Kg),QC Sample No:BJ77500(BJ77530,BJ77531,BJ77532,BJ77533,BJ77534,BJ77535,BJ77536) TPH by GC (Extractable Products)-Solid Ext.Petroleum HC ND 50 57 52 62 17.5 30-130 30 %n-Pentacosane 71 % 90 80 112 33.3 50-150 30 r r=This parameter is outside laboratory rpd specified recovery limits. If there are any questions regarding this data,please call Phoenix Client Services at extension 200. RPD-Relative Percent Difference LCS-Laboratory Control Sample AOL LCSD-Laboratory Control Sample Duplicate MS-Matrix Spike Phylli hiller, Laboratory Director MS Dup-Matrix Spike Duplicate Augu 20,2015 NC-No Criteria Intf-Interference Page 1 of 1 Thursday,August 20,2015 Sample Criteria Exceedences Report Page 1 of 1 Criteria: None GBJ77530-TANKWKS State: CT RL Analysis SampNo Acode Phoenix Analyte Criteria Result RL Criteria Criteria Units "`No Data to Display•" Phoenix Laboratories does not assume responsibility for the data contained in this report. It is provided as an additional tool to Identify requested criteria exceedences. All efforts are made to ensure the accuracy of the data(obtained from appropriate agencies). A lack of exceedence Information does not necessarily suggest conformance to the criteria. It is ultimately the site professional's responsibility to determine appropriate compliance. Cooler: Yes No Coolant: IPK ICE No CHAIN OF CUSTODY RECORD Temp °C Pg of PHOEAM* on 567 East Middle Turnpike, P.O. Box 370, Manchester, CT 06040 � Fax; Environmental Laboratories, Inc. Email:info@phoenixlabs.com Fax(860)645-0823 Phone: Client Services (860) 645-8726 ❑Email: Customer: 71—Ank bo L c Project: /Sa$ S akA 'FI" Lol gyp Project P.O: Address: _3Qp ,Ct � }_ Report to: _09This section MUST be ��L.a.�ti✓ G� 1%0y_n Invoice to: j4Y1 WD t+ completed with Bottle Quantities. Client Sample-Information-Identification Sampler's Analysis Signature 75z "i Date: Request Matrix Code: DW=Drinking Water GW=Ground Water SW=Surface Water WW=Waste Water RW=Raw Water SE■Sediment SL=Sludge S=Soil SD=Solid W=WIpe OIL=Oil B=Bulk L=Llquld PHOENIX Customer Sample Sample Date Time SAMPLE# Identification Maa+tnx Sampled Sampled OL 5 � X v� S K 21, 2 I Acc Date: Time: RI CT _ALA Data Format s4i f 3,60 ❑Direct Exposure RCP Cart ❑MCP Certification Excel ` ^_ _ ) ©� (Residential) ❑GW Protection ❑GW-1 PDF l /�[�' 14 , ❑ GW ❑SW Protection ❑ GW-2 ❑GIS/Key Other ❑GA Mobility ❑ GW-3 ElEQuIS Comma ,Special Requirements or Regulations: ❑ S 1 El Other Turnaround: ❑G8 Mobility Data Paekaoe ❑ 1 Day' Residential DEC ❑ S 2 ❑Tier 11 Checklist ❑ 2 Days' ❑ I/C DEC ❑ S-3 ❑ Full Data Package• W S. 6 ❑ 3 Days' ❑ MWRA eSMART ❑Other El Phoenix Sid Report Standard ❑ Other ❑ Other S ❑ Other State where samples were collected: eT- SURCHARGE APPLIES 'SURCHARGE APPLIES a APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE) 860-644-2511 EXT.230 DEPARTMENT DECISION P RMIT NUMBER: APPLICATION IS HEREBY: APPROVED: BLDG.PERMIT NUMBER: DATE INSPECTOR LOCATION OF WORK: /5�.`j �l �&t,) U/Vl �rr APPLICANT: OWNER: / TYPE OF STRUCTURE: �• / �/ r �/v/� �,✓J�:�/!O ❑NEW BUILDING NAME:/-��L /!'lY` s/S/�/✓JS NAME: �1 D�?r.� / /yOS LLG ❑ADDITION PHONE NUMBER: Slop 7111 Oq 7l 7 PHONE NUMBER:,/�S(�p CeT =TING BUILDING 5' V ADDRESS: S2 lGlf J ✓�- ADDRESS: alD! i7�1 TYPE OF USE: L- ❑RESIDENTIAL o4OMbIERCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: � r &i 2p-✓1 SIZE OF SERVICE: SIZE OF MAIN SERVICE: ^ NUMBER OF METERS: tj Il�P�A y� a 411,4 �� �S�✓f C cr , NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S enfr)n NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S -n NUMBER OF A/C CIRCUITS: �/✓ FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS S1.00 OVER. (16 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEAEBY 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 PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: A9 yJ'� Co TYPE: STATE: SIGNATURE OF APPLICANT: DATE: S 4 APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: APPROVED: BLDG.PERMIT NUMBER: )G Op—�� DATE INSPECTOR LOCATION OF WORK: I`J O �{, I,J IfftC iS APPLICANT: OWNER: TYPE OF STRUCTURE: ( [� 1 ❑NEW BUILDING NAME: 1�l �I C fit I S �i• NAME: G(_f-j CS� A'j i L I I- ❑ADDITION PHONE NUMBER: dam( ?4 j `� PHONE NUMBER:�� U�/ L^ 7� b EXISTING BUILDING ADDRESS: tjZ 1lTlc� 1`J �/ ADDRESS: Z3 j TYPE OF USE: ❑RESIDENTIAL 6 COMMERCIAL ELECTRICAL INFORMATION: FURTHER DESCRH'TION OF WORK: TYPE OF INSTALLATION: SIZE OF SERVICE: , a- SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: ,gyp NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: 1 FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT / , IS$1.00 OVER. (16 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: is PART OF THE PERMIT FEE) THE UNDERSIGNED HEAEBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: TYPE: STATE: DATE: SIGNATURE OF APPLICANT: T' r Location Is--)Z -3ov\,p �; �cln t�►vcs Permit # Oo3-18 f DEMOLITION PERMIT REQUIREMENTS • Hazardous material survey: Y Asbestos s�� c�+Eaclnecl Lead paint see a �c(�ed • Letters/confirmation of utility disconnect: Electricity �e Q�1ac�eo► Gas Water: publics Well =.,�.. rJ/A . ab * rv/ Sewer: public =.u.: ti 1 P, ab=d= til R _ Drain layer permit# of absndonew Septic Ze=e „bands* *These require procedures approved by Health Department • Historic District/Commission Approval Certificate • Demolition License ��e ached (Single family house exempted if. .owner is present for demolition, and assumes all liability. CC.s 29-402(c).) 1) A,Certificate of insurance demonstrating the prescribed coverages,and which names the municipality issuing the demolition permit as an additional instocds and 2) A,sepmte,declaration fromc:the contractor,on company lehtorhead signed by an officer of`the company;with the following sate harmless statement: Tn accordance with t✓onnecticut Vieneraf Statute.6 2g406,,we (contractorl hereby agree to save harmless the Mown or City]and Its agents from any ctai3n or claims arising,out of the negtigezice of the appl cantor his agents or employees in the course ofthe.demolition operations associated with[p`ro,[ect title$address], May 04 16 04:40p FnnkAtrwdk4ualityEquip 8605330323 p.1 03 F'��+, ��;� o t H..�..A�..5 t mop.rprw,f•twill m% ' #000. &*AM), vwA LCO�O da'vwev 446L'�fOLBQ 10 riu4tit�H Pa"LWfPS G01• S85T xo8'O'd swrA Jeks 4WnM*Ag �qo!uWB"o 8anM*A3 I01 IMN vwO Sulmajo ownews ka -01 IIIIN ua*bd=H PAI-0 ;M*Od • ` .t t s.•y M.a�rF •f 1 ..0 'ai9,�' f,�, f: F" y: ,�: dX3 'wW00 Alfa p�dttaaowutwo L �filAtl^�7eN Lft 0-7 dO$Ul18' M avv d ANVION f• ,, OCIWNOBI W vy Nw • �yl a� _.. _ _ ornoro+aowi wuHsassu �oall� .saouanyaswmm�ste� woanowe� ty snu sanuno[] sow s11 I v Y1h OAS w en No ctluno.r,w�rusw ooa. o � Taff �y�r sus OjMVWN I<• I lwwow3y aivd l � O Y 1iri11. I11O'7� 7 A=v"9%I tuunmq eta4 n11 AI W w 1 —%mns 1si•us0 iosl u"ammuddwou%w sauslumv.ul.aulppriq ota Jo uepan4=ooluopplolusp eLn jol mop o7 (*)jwww pu ordwsWpj"d wlinewm3 6umx*map IvAsum Kg 9ulpsaabw um I'RVadwd mMjolw&O-ma*v uollvtvasuo::;iv u01414ou+ap Oulpllne ��_ � 2tlrjQ'YPv'� OZIA sg;o 11RAOLUON G NIR'Qfi Mystic Air Quality Consultants, Inc. 1204 North Road, Groton, Connecticut 06340 -1987 lvw mysticair.com nmgc2�aol.coin 800 247-7746 C� � r June 16,2016 Mr. Michael Mader Michael Mader Company 33 Great Neck Road Waterford,CT 06385 Re: Post Abatement Inspection Pre-Demolition Review 1505 John Fitch Boulevard South Windsor,CT PCM Location: Workshop Area Exterior Location: Roof Dear Mr. Mader: On June 16"'.2016,our asbestos abatement project monitor, Brian Woodard(monitor license #000646)monitored and completed visual inspections at the address above for fulfillment of criteria for inspection prior to demolition.This site review was for the purpose of determining whether the asbestos-containing materials sited in the asbestos inspection were completely removed in order to allow for demolition to go forward,with regard to asbestos issues. These services were rendered in full accordance with the State of Connecticut Department of Health Services Standards for Asbestos Abatement,as found in the Regulations for Connecticut State Agencies Section 19a-332a-I to 16. As required in section 19a-332a-12 the applicable post abatement procedures to ascertain satisfaction of re-occupancy criteria were performed. Specifically,a visual inspection of each containment work area revealed no visible asbestos dust or debris residue apparent in the contained areas,as required by subsection 19a-332a-12(b). Subsequently,a round of aggressive clearance air samples was performed in each containment work area and analyzed by phase contrast microscopy at the site, in accordance with subsection 19a- 332a-12(g). The analytical results of the clearance samples were all below the concentration of 0.010 fibers per cubic centimeter of air allowed to permit re-occupancy. ACM Materials At this time,all of the stipulated asbestos-containing materials are completely removed from the structure and property.There is no visible asbestos related dust or debris remaining from these materials in the building,as required by US EPA NESHAPS and the State of Connecticut regulations to allow demolition to proceed. 'Thank you for selecting Mystic Air Quality for these services. Sincerely, Christoplfer f�EideAt CIH,CSP, RS CEO` Alvstic Air Qualih•is an AIIIA-LAP, LLC Accredited Lab PAX.- 861)449 NS60 APPLICATION FOR PERMANENT SIGN PERMIT FT-cn—ing 0 � � � Est. Cost: $ �1/oo.Perrnit'ree: $ r�s_� _ Sign Permit#--j�--==-�-- J I New Sign$251 Replacement$10 Bldg Permit Fee: • o' Zoning Approval: �� Final inspections: Approved: Date: yl 01/1 Zoni,,,g a Building Electric Permit# i�#&A►LAIb1b5 e?1e4W owe Applicant: Business Name: G�- Applicant Address: 5C 4 Vj 95-SXcri.. or Phone: 1?1 Address of Proposed Sign(s):. /5 O 5" -5g,k k Pi 1�1\1 Zone: TYPE of SIGN: E]'(IUall or❑ Free-standing [S'<ew or❑ Replacement Illuminated?[eo ❑Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft):—_Sign Height: Sq Ft of Existing signs on site: Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): 2 Description of sign materials and lighting: Al t�w4". KVWA ATTACH DIAGRAM OF SIGN INCLUDING I have read, understand and agree to abide by the South Windsor Zoning Regulations, Signs. DIMENSIONS AND J MAP WITH SIGN Applicant: Date: / LOCATION ON PROPERTY Property Owner: l 47Date: <'� ,Z0lgDo Ton I Windsor and will need to be approved before fabrication can begin. Let me now if this is within the budget. John Prior ImageWorks Signs 860-569-7446 t See More from Imageworkseh@sbcglobal.net C� 1816O. 569. 7446 This design is property of ImageWorks Sign & Graphic - Studi, e a and may not be reproduced in any manner without written permission & compensation for all labor performed until time of reproduction. ON & GRAPHIC STUDIO Please fax back to 860-895-8822 with approval or any necessary change: - - __ — — 376 in L� e 37" x 376" x .040 aluminum sign . 1 x 1 aluminum tube frame . 3M220 series die cut graphics. �Ea Installed with 3/4" x 311 aluminum clips with sheet metal fasteners . )proved for Production Date Electric # APPLICATION FOR BUILDING PERMIT Plumbing# r HVAC# TL4,_A 1@1h (N\j, Date: o Sprinkler# 0(o Estimated Cost $ .OO FINA PP OVALS Permit Fee $ 1 f Building COMPLETE RED BOXED AREAS Occupancy Fee $ [y Engineeri TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forC i l ► SIGN ON REVERSE SIDE Total Fee $ l5� 42B TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ PP'(3 8- The undersigned hereby applies to do work according to the following: Applicant LocationofWork /Sos XaLlk Pj!&L 16Ij_ Lot No. Applicant's Address 10) Tel # &[,6-VtY-2F S� 1 Town P10111 Zip Dims Lic.# Owner LC_ Architect A. T,A Owner's Address .1;0 Vol of Architect's Address .244 1LO&OP &61.0Lr, eT T" saao� C_ T Zip lbG0%3 Zip OWNLS Sq. Ft. New Area: 1 st FI. $ZQ 0 2nd FI. 1,26 y 3rd FI. Total New Area 7400 Purpose of this permit Cy%AruA_+ ru4s e.ti-a.��;>,.aecc� �..r ;,.,. c caMMic-re.5.1 M;. City Water Well Septic System J Sewer f �G7 Ins: HO P Cert. el Area Base nt Garage Approved by Date Z '� 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 lineF.,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 cupancy for the work de cribed in this application for the permit. Signed h" DO OT WRITE BELOW THIY LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 02/23/21 Printed by Middleton, Morgan 09 34 03 INSPECTION: 86093 FINAL PERMIT: STATUS: APPLICATION: 201600749 LOC: 1505 JOHN FITCH BLVD SOUTH WINDSOR PROPERTY ID: 47701505 OWNER: JOHN FITCH 1505 LLC CONTRACTOR: REQUEST BY: PROJ DESC: CONSTRUCT NEW PRE-ENGINEERED BUILDING FOR COMMERCIAL USE. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 08/02/18 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 07/19/16 DOUG PASS B001 FOOTING 07/20/16 DOUG PASS B002 FOUNDATION B003 FRAMING (ROUGH) B004 INSULATION B005 FIREPLACE / CHIMNEY B006 WOOD / GAS STOVE 12/04/17 DOUG PASS E001 ELECTRIC SERVICE E002 ELECTRIC UNDERGROUND 03/02/18 ROSE PASS E003 ELECTRIC ROUGH F005 FM PENETRATIONS/SEPERATION FO10 FM ABOVE CEILING F015 FM FIRE ALARM TEST F025 FM EMERGENCY/EXIT LIGHTING F035 FM EXITS F040 CO -FIRE MARSHAL INSPECTION H002 HVAC UNDERGROUND H003 HVAC ROUGH 08/04/16 DOUG PASS P002 PLUMBING UNDERGROUND 06/13/18 DOUG PASS P003 PLUMBING ROUGH P004 PLUMBING GAS TEST 12/01/17 DOUG PASS P004 PLUMBING GAS TEST INSPECTION FIELD SHEET 02/23/21 Printed by Middleton, Morgan 09 34 03 S002 SPRINKLER UNDERGROUND S003 SPRINKLER ROUGH S005 HYDRO TEST 5006 TRIP TEST S007 MAIN DRAIN 09/06/18 FOLG PASS Z003 CO PLANNING INSPECTION 201800325 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 09/07/2018 FEE: GIS ID:47701505 ZONE: MUNIS APPLICATION# 201600749 w s•y THIS IS TO CERTIFY THAT 1505'JOHN FITCH BLVD UNDER APPLICATION NUMBER 201600749 CONFORMS SUBSTANTIALLY TO THE'REQUIREMENTS OF THE CONNECTICI�'$ASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TO"OF SOUTH WINDSOR AND IS,HEREBY"APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY ,CONSTRUCT NEW PRE-ENGINEERED BUILDING FOR COMMERCIAL USE. SPECIAL CONDITIONS �T cY _ � NOTICE: IF THIS CERTIFICATE IS LOSTOR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. - CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDIN OFFICIAL 9n12018 12:06 PM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY Electric # APPLICATION FOR BUILDING PERMIT Plumbing# •IIVAC# .. 0f 1�K hih r,l�;� [) its: cfllaol tkaSaprFINAL PPROVALS 0 Estimated Cost A $uildin COMPLETE RED BOXED AREAS Permit Fee $ Occupancy Fee $ Affidavit it TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. ► SIGN ON REVERSE SIDE Total Fee $ qa o TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 60 1 The undersigned hereby applies to do work according to the following: Applicant K14 VA Cn► cskC QC-ViQ�tj. L-L.G LocationofWork IS01 eo__)1e 5 Lot No. Applicant's Address aS 2ocy_-e eADQc� Tel # 2-o0-S(oiL4-It-IOQ Town 1�- 1U i Q Ci e 1cl_ -Zip Qp'_S_I�j _ Lic.# Owner Architect Owner's Address 50 Vc)0 lzcckj, Architect's Address dpBoF0 C_T Ofc -43 Zip Zip Sq. Ft. New Area: 1 st FI. 2 QQ 9�1( 2nd FI. 3rd FI. Total New Area Purpose of this permit 1b yi Icl i►JC) Ij City Water Well J Septic System J Sewer J Ins: HO SP Cert. Area Base t Garage Approved b Date -` Use Group Construction Type Revisetl 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 r' distances from all other zones and is loc t in whic is b it g and its use is allowed Signe I hereby apply for a Certificate of Oc upancy for the work de ibed in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 03/13/23 Printed by Middleton, Morgan 11 27 55 INSPECTION: 86458 FINAL PERMIT: STATUS: APPLICATION: 201600835 LOC: 1505 JOHN FITCH BLVD SOUTH WINDSOR PROPERTY ID: 47701505 OWNER: JOHN FITCH 1505 LLC CONTRACTOR: REQUEST BY: PROJ DESC: DEMO OF EXISTING BUILDING. WORK ORDER: INSPECTOR: WS-B RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 03/13/23 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: INSPECTED BY VALERIE MUSZYSNKI LANE AVENUE SULLIVAN 19 a t SULLIVAN ao 0 I � a I � � 1 x a H I 1 � OG !F O , 9�d �O -O /^ N/F �2 AC K, C > 1519 JOHN FITCH BOULEVARD ` (VOL. 1171 PG. 288) 2� EXISTING BUILDING ZONE "GC" SITE J HAYBAtES a YO KIMSER�"� LA• y Z $N pv TF=71.04 YD mc80� a N ,- "'yam``., y Y0 FL=66.54(E,W) o TF=71.00 TF=71.00 2j TF=7f•01 FL=66.5(E,W) FL=67.04(81n) 71.3 FL=67.1 W) 72--• .. FL=66.21 FL=66.9(8"In) " FL=67.4(81n) <'Z vo, Rai / W..,. . U N67°33'32"W 80.72' o 0 0 0 ---y13 - • • / • ONC • CONC. �60 p ONC 0' S.Y. 71.4 - PN - - 71.4 CONCRETE PADwnH TRANSFORMER R➢. STRONG\ ROAD STRONG I EXISTING BUILDING UTILITY PANEL = i o " FI• =72.05 L-1534 655 y I I A=1"22'00" H WETLANDS AS 1 w DEPICTED ON MAP �z REFERENCE 3A o 1 p 71.5 AWNING \� t 0 APPROXIMATE CL&P 16655 jP N LOCATIONCE� f 0 CONCEIVE PAD TER w 8R p Qq J 0 YYITri kVETER z ooX + ' N AND ~3TECTe" \ i W -f o f CONCRETE WALK € y O 1 ll WITH DETECTIBLE IJ! WARNING STRIP �.• ,.y KE'Y 1 '" 1 000 N/1= r MAP .� �. .���: � t +, Y I 79.0' '80 G R REAL ESTATE, LLC 01 oyaQ* ' m DRIVE APPROX. LOCATION I \c�G So NPR I 4 4 K I M B E R LY D R GAS SERVICE \ 'gyp133 ( � I a \ l � o 0 ` W (VOL. 1727 PG. 130) I '1 7,•3\ p O w _l. hh OIL WATER SEPARATOR i » f1 I rn o I U I TF=71.69(W) 71.6 PAND PAKRINGY 71.6 10 �\ t ZONE I z ' � •,.,.� 0 \ ` I � INV=69.19 � O I TF=71.69(E) �<'• \ INV= .91 INV.=54.80' I N a8� x m �.. ; rj 'LJ , 71.E 1.0 � 71. o ? N71_2 ��,.,.,.. 71.3 i 68.6 G� 1 I Y .. E�C ri I -RAP Z f�cRP 68.6 EXISTING s, o _ 68.3-RAPz \ �RIP �,. 6°';� �', t pv 30' DRIVEWAY EASEMENT I `'' �0. - - RIP RAP - 4 10' S.Y. CBCL i - - - IN FAVOR OF THE TOWN 10 S.Y `" 54 �h _ _ _ . r._._ = ..,y. CLEANOUT (typ) '- OF SOUTH WINDSOR m - _ g • ••' u. ww • 68.5 .. 4 34 < S u 80 (Jp J ( -- N67'33 32"W __. , �� SIGN 0 1 R _._ . �IE{y o o o o - 68 r, - �- APPROXIMATE LOCATION 12"ADS SANITARY SEWER 68.4 L 1 DOUBLE CB v �' 68.4 1 = .0 CBCL d•,`O ,�� � ,. S=1.OX TF=68.67 . ..... CB CL EASEMENT a� . /✓ � TF=67.52 � . tip, • R=1208.12 y4� FL=63.47(N) WAr '--s' WAT 11VA W$�a: TF=67.52' s6.4 ""LANDSCAPED 30' DRAINAGE EASEMENT---may `�` L=62.93 �gy�ll" 15 \ / 68.5 =63.42(E) 68.7 ( � `'APPROXIMATE LOCATION IANDREAP '''� FL=63.37(W) 58.7 ��` � �'� AREA IN FAVOR OF THE TOWN A=OT59'04" �$� y� 12" WATE MAIN ` 68.5 CB 67. •� .. ... .., . CONN�';alliUT WATER � TF-67A3' OF SOUTH WINDSOR `n1 / +p3>5, D ' COMP�.VY EASEMENT 68.3 � FP CONNECTICUT WATER -0 `�����°k �.68 WALL =63.23 COMPANY EASEMENT ` ` 5.'� BROKEN - ...: ."' � STONE INV. EXISTING 1 MONUMENT �P r• N67'43 29...� - 311.82 STONE 1 _.. _... .. w ' <CL&P SPEED LIMIT ST MH ® 12 •-...,68 SIGN L&P TF=67.37' CI_&P 1 INV.=62.3' (IN E) 15" RCP 1 3 B.C.L.C. , INV.=62.2' (IN N) 18" RCP R=1208.12 ` R=25>00 1 INV.=56.4t (IN ELY) L=399.22 - B.0 L.C. I L=47.44 1�, INV.=56.4' (OUT) 36" RCP A=18°55' CB "A" WAT �. TF=64.90' 1 I I INV.=58.4't S 1 1 l l�INV=60.65 SAN SMH N \ 1 / S SAN " 10° PVC SAN SAM _..-- I � TF-68.46' TF H65.60' I K I M B E R LY DRIVE INV.=62.2' 1 t 1 ,I INV.=60.4' GAS -GAS_- - GAS - CB CTF= tt 1 w-- INV.656 53'(E)`t11 1 CB 15" RCP TF=64.90' CONC. Sd�NIT!1) SEWER, GAS, STORM DWN,AGE, INV.=57.8'± (15" IN) MONUMENT GRA%.,`G, ACCESS, CONSTRUCTION AND 1 1 INV.=51.3'± (3V' IN'? MAINTENANCE EASEMENT ACROSS LAND OF 1 1 INV.=50.C± (36" OUT) G�:R REAL ESTATE, LLC IN FAVOR OF ,505 JOHN FITCH BOULEVARD. 12,071 S.F. / 0.277 ACRES 1, SOUTH MLB LLC WINDSOR TECHNOLOGIES CENTER INC. NOTES:. FITCH MEADOW -- 1. THIS N1AP AND SURV"EY HAVE BEEN PREPARED IN ACCORDANCE WITH REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH 20-300b-20 . THIS IS AN IMPROVEMENT LOCATION SURVEY, BASED ON A RESURVEY, CONFORMING TO HORIZONTAL ACCURACY CLASS A-2, AND LEGEND BERSKSHIRE REAL TOPOGRAPHIC ACCURACY CLASS T-2 . G _ ESTATE HI CT, LLC 71 5 _ EXISTING ELEVATION 2. BEARINGS DEPICTED ON THIS PLAN ARE BASED UPON NAD 83 (CONNECTICUT � EXISTING CONTOUR COUNTY REDLAND STATE PL4kNE COORDINATES) BASED ON GGS POINTS 3578 AND 3579X, - _ 71 DISTRIBUTORS, INC. BRICK INC. Ej,EVA i•TQNS ARE BASED ON NAVD 29 BASED ON ELEVATIONS DEPICTED IN MAP EDGE PAVEMENT O REFERENCk 3A. r -- PROPERTY LINE y2 3° �_I P REFERENCES: - - BUILDING ? ACK, LLC 71_ "IMPROVEMENT LOCATION SURVEY PROPOSED SITE PLAN PREPARED FOR CONCRETE JOHN FITCH 1505, LLC 1505 JOHN FITCH BOULEVARD (AKA) COidN. ROUTE 5 FACE OF CURB r' SOUTH WINDSOR, CONNECTICUT" BY: GARDNER & PETERSON ASSOICATES, - IMPROVEMENT LOCATION SURVEY _a m G&R REAL BUILDING N LLC DATED 01-25-2016, REVISED TO 10-10-2017 SCALE: 1"=20 ' MAP N0. �y CATCH BASIN ESTATE LLC 10600 5 LLC 1505 JOHN FITCH •� YARD DRAIN RECORD DRAWING N LfNBOB, LLC L 1496 REALTY Z B. "EASEMENT PLAN PREPARED FOR JOHN FITCH 150 t j ASSOCIATES, LLC " BOULEVARD (AKA) CONN. ROUTE 5 SOUTH WINDSOR, CONNECTICUT GARDNER & STORM DRAINAGE PIPE 1 PETERSON ASSOCIATES,LLC BY BDC SCALE 1"=20 ' DATE 03-02-2016 LIGHTPOLE PREPARED FOR tz JOHN FITCH _ 1505, LLC 70 REVISIONS 05-17-2016 SHEET 1 OF 1 MAP N0. 10600E" IRON PIN/KEBAB FOUND OR SET 0 ED HEREON O � UTILITY POLE JOHN FITCH 15059 LLC o G o KIMBERLY DRIVE 4. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPI GUYWIRE � ',. HAVE BEIRN COMPILED, IN PART, FROM RECORD MAPPING, OR OTHER SOURCES. 1505 JOHN FITCH BOULEVARD (AKA) CONN. ROUTE 5 3 THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE IN NATURE. � FEA TURES MAY EXIST ON THE SITE, THE SU CH FE A S UT o - '_ \Jc, ADD1^1IOiNALLY, OTHER w�v N o EXISTENCE OF WHICH ARE UNKNOWN TO GARDNER & PETERSON ASSOCIATES, LLC. SOUTH WINDSOR, CONNECT In T �p MACK PROPERTIES INC. UILDING THE EXItTENCE, SIZE AND LOCATION OF ALL SUCH FEATURES MUST BE E DETER Iti�ED AND VERIFIED IN THE FIELDYBY DIG AP T4955THORITIES APPLICANT : r CON THE STRUCTION. GARDNER & PETERSON ASSOCIATES, LLC 1 PR"-O'er -0 CONSTRUCTI I John Fitch 1505 , LLC REVISIONS 178 HARTFORD TURNPIKE ,����bk�,,,&,, gnry� 50 Volpi Road TOLLAND, CONNECTICUT �E � �:_� ,� Bolton, CT 06043 -�- . �,� >®�.- r .AND BELIEF, ,� so PROFESSIONAL ENGINEERS LAND SURVEYORS (86n) 871-•17808 coo �` ' A TO THE BEST OF MY KNOWLEDGE 20 10 0 2G ( 8 6 0 ) 8 3 6-3 9 8 2 o I HE > �? ? I BY SCALE DATE SHEET N0. MAP N0, 3 K&B REALTY LLC CORRECT AS NOTED HEREON. o \ THIa I5 8 1 A o GRAPHIC St, 1"=20' M.A.P. 1"=20' 06-15-2018 1 OF 1 10600AB co O L.S. 10839 „ � (� RSON REGISTRATION NO. KEY MAP 1 =2 0 0 ���i�adaaaAc't LANE �' C� ~< SULLIVAN AVENUE SULLIVAN ¢ 19 a a t R \ l ¢ � a � I °O \\ gPd �J N/F Z� j ACK, L.L.C. t 2 #1519 JOHN FITCH BOULEVARD ' EXISTING BUILDING (VOL. 1171 PG. 288) A A $4T� HAYBALES ZONE "GC a a KIMBE¢4y DR. YD EIIIBOM � N '�•-...�^�' . E�YOTID •g ��S YD TF=71.04 YD TF=71.00 _ 6.54(EYW) _ �g FL 6 ' TF=71.01 FL=66.5(E,W) :. FL=67.04(8 n) 71.3 TF=71.00 Z� 8�n / s FL=66.9(8"in) , „ FL=66.21 -� FL=67.4(81n) r� N67'33'32"W 80.72' �--- o 0 0 0 -,71.3 _ 277.32' o )e t� • ONC 10' S.Y. ONC ONC CONC.^ 36.0 l ° - - - - - - - - - - PAD / -7 71.4 P� _ 71.4 ) + ' CONCRETE o I PAD WITH RD, STRi1NG� ROAD STRONG • W o r ! EXISTING BUILDING TRANSFORMER I y a f O Z ' FF=72.05 UTILITY PANEL R_5644.65 WETLANDS AS ' L,f 1 =1'22'00" C/ � --�•__/�j1 I DEPICTED ON MAP �a I r ` 1 L-134.65 l i t REFERENCE 3A / ES l f� a ° to 71.5 AWNING I� �. ze� C0 CONCR sE PAD LOCATION WATER \ CL&P 16655 WITH GAS-VEtER SEI C(� ;\ , c•y G i AND Pe-.o-CTtkL t I \ f o � BOU,:RDS CONCRETE WALK \ I #1 KEY MAP 1"= 10 0 0' i ! f WITH DETECTIBLE a I I !� I WARNING STRIP I NSF = _ 79.0' m o `� G & R REAL ESTATE, LLC ` � 01 - - �ycpAv� I ! I APPROX. LOCATION I IMe� I t 44 KIMBERLY DRIVEM GAS SERVICE iW I VOL. 1727 PG. 130) t '�. o o \ t' \ w ` 0 w Z OIL WATER SEP71.6 ARATOR 71.6 71.3\ '' ZONE f�(" I °� I 0 \ PAVED DRIVEWAY 71.6 TF=71.69(W) AND PAKRING x I INV=69.19 N \ t 1 00 1 TF=71.69(E) t p r INV.=54.80' I I N INV=68.91 �" 71.4 o �L 7 71. TA �. DRIP-RAP 5c12 712 7�.. 71.3 G ". EXISTING ' 68.8 `�� _ _ _ _ - _ / / \ 1 68.6 TING RIP-RAP # IVA 30' DRIVEWAY EASEMENT " =5 1 IN FAVOR OF THE TOWN m .�„ RIPRAP (typ) .•• 10 S.Y. OF SOUTH WINDSOR °-- , �.. _ _ ° _..-� a.�... CLOwOUT (tyP) =6 . g0. UA \ 68.5 �r TF 67.54 _ 4 '? �• 34 •-•--�.•, -� ---.._ _...,. ._.. �' N67'33'32"yV ,,._..w°., ..�� 328.16' .. S�2�s ST. �E1y SIGN 9 �- - -- APPROXIMATE LOCATION O 1 SANITARY SEWER r. i2 ADS 68.4 68.4 L=124' DOUBLE CB EASEMENT afl, .% 'CTFBC67.52 y. S=1.Ox TF=68.67 x J�./t i,, R=1208.12 y,L�j 0 , / 68.5 FL=63.47(N) WAT I` ,. - WAT _ - U�,�T _,..,.. 68.4 --~ Sy� CB "CL" • 30 DRAINAGE EASEMENT ,0,' L=62.93 �� �y \ / FL-63.42(E) 687 I W // :OF FAVOR OF THE TOWN A=02'S9'04" ��. \ \ FL=63.37(Y() 68.7APPROXIMATE LOCATION -° � 4 SOUTH WINDSOR , \g' ' g y/ 12" WATE MAIN AREA TF=67.52--"LANDSCAPED ..�� ' CONNECTICUT WATER �' / �ZAp6 CONNrgICsUT WATER 68.5 - C COMPANY EASEMENT 1 `1 ya��j "'68 COMPANY EASEMENT 68.3 "FP TF=67.03' EXISTING 1 5 BROKEN D MONUMENT 3�P " STONE INV.=62.2' WALL FL=63.23 Cj► STONE ' 1 -...,, .,...°. , ,..,� .._ ,y. N6T43'29'.'W ,...--- 31 1.82' ..,..,, ., '- ' , 1 ® _. _ JCL&P SPEED LIMIT CL&P , 1 ST MH 2 6g. SIGN R=1208.12 t 1 3 µ _ , 1 INV.=62.3' (IN E) 15" RCP L=399.22 -- B.C.L.C. 1 INV.=62.2' IN N 18" RCP A=18'55' " B.C.L.C. I R=25A0 , INV.=56.4f((IN ELY) CB "A" WAT I �,N INV.=56.4' (OUT) 36" RCP TF=64.90' „ 1 A=�OS°44 05 INV.=58.4 t INv=s0.65,( �+-- / S SAN '' 10" PVC SAN SAN SAN SMH 1 ,N �---_ TF=65.60' I KIMBERLY DRIVE INV.=6 46' `�--- , INV.=62.2' INV.=60.4' B.C.L.C. _ GAS GAS GAS 1 1 CB „C" CB TF=67.13' .. TF=64.90' CONC. INV.=57.8'± (15" IN) MONUMENT SANITARY SEWER„ GAS, 'STORM DRAINAGE, INV." RCP '{E INV.=51.3't (36" IN) GRADING, ACCESS, CONSTRUCTION AND 15° RCP INV.=50,6't (36" OUT) MAINTENANCE EASEMENT ACROSS LAND OF �\ G&�l REAL ESTATE, LLC IN FAVOR OF 1 1505 JOHN FITCH BOULEVARD. 12,071 S.F. / 0.277 ACRES ` 1 SOUTH 1 , MLB LLC WINDSOR TECHNOLOGIES CENTER INC. NOTES; FITCH MEADOW 1 . THIS MAP AND SURVEY HAVE BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH 20-300b-20. THIS IS AN IMPROVEMENT LOCATION SURVEY, BASED ON A RESURVEY, CONFORMING TO HORIZONTAL ACCURACY CLASS A-2, AND BERSKSHIRE REAL TOPOGRAPHIC ACCURACY CLASS T-2 . LEGEND ESTATE OF CT, LLC - 2 . BEARINGS DEPICTED ON THIS PLAN ARE BASED UPON NAD 83 (CONNECTICUT 71.5 EXISTING ELEVATION COUNTY REDLAND STATE PLANE COORDINATES) BASED ON GGS POINTS 3578 AND 3579X, _ DISTRIBUTORS, INC. BRICK INC. ELEVATIONS ARE BASED ON NAVD 29 BASED ON ELEVATIONS DEPICTED IN MAP 71 ' EXISTING CONTOUR o REFERENCE 3A. EDGE PAVEMENT PROPERTY LINE s Z ACK, LLC 2 3. MAP REFERENCES: BUILDING A. "IMPROVEMENT LOCATION SURVEY PROPOSED SITE PLAN PREPARED FOR m AA "I JOHN FITCH 1505, LLC 1505 JOHN FITCH BOULEVARD (AKA) CONN. ROUTE 5 CONCRETE $ S = SOUTH WINDSOR, CONNECTICUT" BY: GARDNER & PETERSON ASSOICATES, FACE OF CURB G&R REAL BUILDING Z ' I ESTATE, LLC N 1LLC 060DATED 01-25-2016, REVISED TO 10-10-2017 SCALE: 1 =20 MAP NO. e CATCH BASIN IMPROVEMENT LOCATION SURVEY UNBOB, LLC G YARD DRAIN a p 1496 REALTY n B. 'EASEMENT PLAN PREPARED FOR JOHN FITCH 1505,LLC 1505 JOHN FITCH o RECORD DRAWING ASSOCIATES, LLC ti JOHN FITCH • � BOULEVARD (AKA) CONN. ROUTE 5 SOUTH WINDSOR, CONNECTICUT GARDNER & STORM DRAINAGE PIPE L 1505, LLC REVPETESIONSRSON A05o17A201bLLC SHEFT BIDOF SCALE MAP1N02010600E++' DATE 03-02-2016 LIGHTPOLE 0 1 O IRON PIN/REBAR FOUND OR SET PREPARED FOR o KIMBERLY DRIVE 4 . UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED HEREON UTILITY POLE JOHN FITCH 1505, LLC � : HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING, OR OTHER SOURCES . GUYWIRE 00 THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE IN NATURE. 1505 JOHN FITCH BOULEVARD (AKA) CONN. ROUTE 5 o \J�' ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE I N R�� EXISTENCE OF WHICH ARE UNKNOWN TO GARDNER & PETERSON ASSOCIATES, LLC. to yp0 MACK PROPERTIES INC. UILDIN THE EXISTENCE, SIZE AND LOCATION OF ALL SUCH FEATURES MUST BE 7 DETERMINED AND VERIFIED IN THE FIELD BY THE APPROPRIATE AUTHORITIES SOUTH WINDSOR, CONNECTICUT PRIOR TO C�4N1rRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. APPLICANT : o John Fitch 2505 , LLC GARDNER & PETERSON ASSOCIATES, LLC REVISIONS 178 ��l y\ :p TOLLAND,FOCONNECTICUTE o Q < �. ti c� 50 Volpi Road - Bolton, CT 06043 K&B REALTY LLC I HER $Y, EC TH�'I, =_I0 THE BEST OF MY KNOWLEDGE AND BELIEF, PROFESSIONAL ENGINEERS LAND SURVEYORS (860) 871-0808 ~o THIS I4A ', 5 > ;Ian- CORRECT AS NOTED HEREON. 20 10 0 20 40 60 ( 8 6 0 ) 8 3 6-3 9 8 2 J O GRAPHIC SCALE 1"=2©' BY SCALE DATE SHEE_7 N0. MAP N0. . 10839 �� _ L.S. 10839 M.A.P. 1"=20' 06-15-2018 1 OF 1 10600AB KEY MAP 1 =200 E , ON REGISTRATION NO. . t F� V� 0 r- t` U d?. � Z t�► U G J C"± Ln l � y t 3' Q 2 W L r r' w s T 1 � (r' S 0 E4:-:e WI ej 7 Jrj 4\�F V Ar v MORTGAGE SURVEY LAND OF ANNE W. MACARTHUP. TOWN OF SOUTH WINDSOR, CONNECTICUT SCALE 1 "=40 ap�r/rrrrn��� 4�P aoN�e 4,P �6. I hereby certify to Pal Szabo & First Federal Savings & Loan Association Ir�'�o- °o= Of East Hartford that this survey is substantially correct �a'tr', p Building located as shown, zonin g regulations not violated (Non conforming use) n No. 4395 �44 e; AFG/STEREO�i� eee SURVEr01L_.�ef 1 yrosMrNrvr�' �' ' �J ',�'�..{ _/i%`ti.,,: j :.�• L. S. #4395 July 1 , 1977 Tolland, Conn.