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Home My WebLink About18-27P Doosan Fuel Cell America Shed TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION — APPLICATION FORM Application Number: ( ' Official Receipt Date: Munis Application #: at�>"g 64 a SWTM WIND APPLICANT: D 06 Sct, Kc l e l cell 4 ill vlc q � ��PROJECT NAME: build' � COMPLETE LOCATION OF PROPERTY: e 1 I ® a -,F?e -b wtrz:`L,4 k-A,94 OWNER OF RECORD ON LAND RECORDS: '. OWNER ADDRESS: PO 9(3,( y 1 5 w on jsc r p Ga a Rei_� GISPIN # Ing6 ® I0 6 ZONE NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: _00"id RA70-,,.Lz dGo -IW -13�5-1 'J;petmsk,(z dM�;-41A &(�3 V-1. A q�Q JrU IJ D NO -C y � V Ju 0 Estimated presentation time: 30 w&ft-31� C t D;'7'051Z2 di J--J n:CC" THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) Site Plan of Development ❑ New Modification Building(s) Sq Ft Rocs ❑ General Plan of Development ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required) - - ---Temporary arid-Conditional-Permit (Public Hearing Required) for ❑ Temporary and Conditional Permit Renewal for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) PLEASE NOTE: An Application Pending Sign is required to be posted on the property for all applications ten (10) da prfo o being heard by the Commi 'on. Si natur ofnA lican S nature^ _" owner g14.Q i� r� (0S 2 Print Name of Applican Print Name of ope'rty Owner Revised 1/9/2017 (so sci v) a HANDLING PLAN FOR THE CHT ENCLOSURE DUNNAGE ' WALL Rev. B OS-03-18 2s]smm g2Po 8.5., zr�r'!m Introduction and Plan Summary Once the 4 CHT enclosure walls have been installed onto the power plant, the 30' x 8' dunnage wall is still attached to the wall set transfer cart. What to do with it? it is not economically viable to return it to CHT as being done for the 413ack base. The wall could be cut up into small pieces and placed into the recycle hopper being added to one of the FarmTek shelters for other carbon steel waste. Issues: laying the 700 lb. wall down safely cutting up the wall (saw, grind, shear, or flame cut) quietly and safely a "jaws of life" mobile shearing tool was quoted at $18K lifting the pieces into the hopper safely After review, it was concluded that it would be safer to leave the dunnage wall intact and still vertical for transfer to the recycler (G&S Scrap on Nutmeg Rd.'). To eliminate the need to handle individual walls, the walls (around 6) will be secured into a rack with fork truck provisions. The rack will be lifted onto a flatbed in one lift for the trip to G&S. The dunnage walls are unpainted carbon steel and concerns were, raised about the possible leaching of iron oxide into the adjacent wet lands. Tarping was deemed inadequate. A covered shed will be added to the north side of the Bidwell parking lot to keep the dunnage walls / rack under roof. Planned Handling Steps 1. Roll wall set transfer cart with empty dunnage wall out of cell 9. 2. Lift dunnage wall off cart utilizing a fork truck. Keep vertical. 3. Move the wall to a new storage shed located on the north edge of the Bidwell parking lot 4. Place the dunnage wall on the PMT91178 Dunnage'; Wall Storage Rack. Keep vertical. 5. Secure the wall to the rack. 6. Continue placing additional dunnage walls on the rack and securing until the rack if full. 7. Call for a delivery flatbed trailer (Use 3PL flatbed trailer or arrange other). 8. Lift the full PMT91178 rack onto the flatbed trailer and secure. 9. Deliver the rack to G&S recycling. 10. G&S empties the rack 11. Return rack to the storage shed. Locate Shed North of 90 Bidwell High Bay on edge of parking lot l ` Minimal � � -OIL corn�m so in%a a yAw '"�'Vd S�'""�°'A impact on power plant a �a� storage i capacity at - _ this location G , ,In MI p S f 13S '1 VA j i µi IL, N011301 03SW08d �M67 a{eil7.lplS - i. • � _— � GYCUM7r9 _ M. 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'0�. t+Fl; 5`T� �.Cus o,re c,^. �R ��Xx'7 v�. fG�,s ri-,W i a yy �§s {,,, e Morton Building Proposal Style Width Height Length Truss Spacing Roof Pitch Lower Peak soffit Chord Height Height 306 40' 14' 20' 10, 4/12 1/12 22'2.5" 15' 3.5" 306 40'x14'x20' (#1)- Building Use: Commercial - materials storage Foundation Morton Buildings, Inc. exclusive foundation system. Reinforced precast concrete column with an internal threaded adjustment bracket set in a readi-mix poured footing set below frost depth or a minimum of 4'-0" below building grade. Fastened to a laminated wood column with an internal column connector bracket. Siding South, East, North, West wall(s) FluoroflexTm 1000 Hi-Rib Steel Minimum .019 (Fastened with EPDM Washer Nails) without wainscot Roof FluoroflexTp° 1000 Hi-Rib Steel Minimum .019 (Fastened with Stainless Steel Screws) with Open Ridge Overhangs South, North wall(s), No Overhang, T#78 East, West wall(s), No Overhang Framed Openings 1 A 40'X 14' (560 sq. ft.) Framed Open Wall, Remove All Columns. Morton Building Details /2018 MaEA i MOMN'BUILDINGSANC. Page: 5/26 of 6 252 W.Adams, P_C?_ Box 399•Morton, Illinois 61550-0399 Building Investment Total Estimated Project Cost as described including Material, Tax, and Labor": $28,339.00 $8,502.00 Down Payment $17,003.00 Due Upon Delivery of Materials $2,834.00 Due When Morton Buildings' Scope of Work is Complete Building Proposal Good for 7 Days from the date specified on cover letter. If you accept this pricing proposal you must enter into a written building order which contains additional terms and conditions. This proposal is not intended to be a contract for construction. This proposal contains information which is proprietary and/or are trade secrets and may not be disclosed to third- parties without the express written authorization of Morton Buildings, Inc. Turnkey installation on Morton Installed Concrete piers — no floor Good Morning Joe, 1 Pc. P/N PMT91178 Rev. A Rack, CHT Dunnage Wall $6,266.00 Delivered to your facility. The lead time that we need is 3-4 weeks. We will need to hire a transport service to get this over to you due to its rather large size and weight. Best Regards, .Tom Dubiskas Atlantic Fabricating Co. 71 Edwin Rd South Windsor, Ct 06074 Tel 860-291-9882 Fax 860-528-1766 ISO 9001 :2015 VOB 9009:2013 ARM 9009:2013 Capital Cost Estimate PMT91178 Rack 61300 Building 281500 Shipping included Pier Foundation included Erection included Permits 650 Total 351,150 (OHN Sf4 C� To� 074C Sau� O • �0 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OSOR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7014 2120 0003 3214 4044 May 16, 2018 Doosan Fuel Cell America David Petrosky and Jon Radulski 195 Governors Highway South Windsor, CT 06074 Re: Appl. 18-27P, Doosan Fuel Cell Amercia Site Plan Modification Dear Mr. Petrosky and Mr. Radulski: We are pleased to advise you that your request for a minor site plan modification has been approved. This approval is for an 800 square foot storage building on property located at 90 Bidwell Road, I zone as shown on plans prepared by Jon Radulski dated October 30, 2009, as revised. This approval is subject to the following modifications: 1. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section.1.3 of the Zoning Regulations. 2. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 3. The building street number must be included on the final plan. Sincerely, Michele R. Lipe,AICP Director of Planning MRL/llz cc: Town Engineer Chief Building Official Assessor Fire Marshal 40' -0, 001, i a a MORTON ENGINEERED SHED 20 ' X40 ' 4/ 12 PITCH - 40 ' CLEAR SPAN TRUSS t 20' -0" PROPOSED LOCATION 12" PIERS "X72"H BOLLARD O lorl� O O � EXISTING BITUMINOUS PAVEMENT 25' - 6" EDGE OF CONSTRUCTION TO FENCE EXISTING FENCE t i