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0880 ATTUCKS LANE (2)
��d ��u�s ��ti�' `� �- .,ri,,,f._ i i 4 y ,� ,�� �� _�__ J� by . �� �� Town of BarnstableBuildin Post7his Gard,So That�t is' s UisAbleProm the=Streets-A�,nrovedPlansFMust�be Retamedon Job and=th�s.:Card Must.be Ke t •ARNSMACiL , ' '''i. 3� .'" p'p t t :'F ¥ •_<" �� r 5 ...p k,,, M Pos ed 11nt�lFinalFlns ection Has l een YWhere aGert�ficate of,Occu ancis Re uiredsuch Bu�ldm shall.Not`bevOccu ced untilaF�nal ins ection has been made i Permit ..: «p = Permit No. B-18-1101 Applicant Name: James B Kennedy Approvals Date Issued: 04/26/2018 Current Use: Structure Permit Type: Building-Sheet Metal—Commercial Expiration Date: 10/26/2018 Foundation: Location: 880 AITUCKS LANE,-HYANNIS Map/Lot 312-031 Zoning District: IND Sheathing: Owner on Record: THIS IS IT LLC �Y ContractorName James B Kennedy Framing: 1 C 6880 ATTUCKS LANE 2Address: orea HYANNIS, MA 02601 Est ProJect Cost: $12,000.00 Chimney: i Description: furnish and instlal duct for 3 new dryers Permit Fete: $160.00 Insulation: Project Review Req: fee Paid� $160.00 }y Dte� 4/26/2018 Final: Plumbing/Gas h x Rough Plumbing: Building Official INV Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authori ed by this permit is commenced within six months fte�r issuance. Rough Gas: x All work authorized by this permit shall conform to the approved applicati6h%Wd3th6,approved construction wh documenr t- fo ich this permit has been granted. f Final Gas: All construction,alterations and changes of use of any building and str:,uctures shall be in compliance with the local zoning bylaws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publicly spection for the entire duration of the work until the completion of the same. b Electrical The Certificate of Occupancy will not be issued until all applicable signatures�by the Bwlding and fire Officials are providedbon$this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing �•«. �, 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. _ Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Co ai�m'onevealth `of Massachusetts: Sheet`Metal Permit t Date: — Permit=.# l® . APR132018 � E Estarnated:Job Cosh $ �c�.0 o Peraut Fee $ DAKIV61AP liL eviewed. :4?ES� ,N Business L��ense#,. � � Applicant-I: cense:# zaa Business.Irifor=" ou:. Property Owner/Job Locatlon;Information 2T street: c-V,4.s L t� .... .. -..+ .F' .. -. ..- Clty/TOWn:. Telephone . `-. .31 b` Telephoner. . :;Photo I D re`quued',/Copy,of Pioto,I:D.-attached':; �'ES WO) t a stsrtroiaai' J 1/M 1 un"restncted heense � J 2/M 2.restncted.to.dwelhrigs 3-stones,or Tess and commer,.c al up to. l0,Q.0 sq ft /2 stones or less 2esdenhaI>1 2!famy Multi-family.' Condo/`Townlouses' Other CoenereYai Office Retail Iridustrtal Educational, Fire.IDept.Approval Institutional <Other. .. i i Square Footage . under 1`O,00 sq ft over 10,000 q ft. Number of Stories:; >Sheet metal work t©be eoanpleted: -New Work Renovation: AVAC 1Vletal 'Watershed Roofing, Kitchen Exhaust's q Metal Churiney/Vents Au`Balaneiiig, „Provide detailed descnptton ofiwork-to be done: f i .. i f aP�SURANCE COVERAGE;.: . ... _, . i have a aurrent`j� yinsurance policy or fs equivaieirt which m ee ts the:�equfrements•of M G L.Ch:'112 Yes Q:arc"[J #. If;°;you have.checked Yg ,'indicate the;<type"df coverage by,checking, he"appropriate bbxaelow: -Ai Ifabil t fnsurah w ol5c Other, a of fndemnf Q s'Oond ; Y P y , P ty ❑ O..WNER'8-INSURANCE;WAIVER I am.aware that theliednsee¢oes not,have the insurance""coverage required by Chapter 11 Z of the° dtliassacilusettS':General<Laws,anrJ that my s gnature;on this;permit,app[fcation WaFY£S 0: re.qu iemertt Gheckc no..,,. I Signafure of Owner or;0"e's Agerit 4 BY checking this boxy !;hereby cert,fy that alf of;the details and infonnation f have`subm�tted(or.entered}'regarding this'appllcat�on'are.inae and: i accurate to the'best of my-knowledge and.that ail she®t metal woPli andInsfalia6ons,perfortnetf tin..e"r't,e.p"e mlt•.issu,ed.fpr'Ois application wlfi be ' in:compliance with aif pertinent provision of the,,Massachusetts f3uitdmg Code and--;Chapter 112 of the General Laws; E I Duct,ertspectivn required,prforto insulation fnstalla �on •.YES; NO j Fro "egr ss Izi�,�ections., r 1 . Date Comments: ik 'a!Ias_ ep a6f, Date JC.ommenis,:;, 3y , 4 ' e Q Master Restricted_ �tylTrnnrn� � .,, - .. " pJoumeyperson Sfgnatiare of,Licensee ;.QJouMf yperson,Restnctea Zee $ License`NumbOr6f. < . Ch'"kat`vuwvr.rY ass.oavid l t nspectorSignature qi Perr.n Approval ",` VD AC PRODUCER WORKERS COMPENSATION VTRAVELERS EMPLOYERS LIABILITY POLICY 'I CHANGE DOCUMENT WC 99 99 98( A) i POLICY NUMBER: (7PJUB-9987L82-5-17) CHANGE EFFECTIVE DATE: t 0-27-17 NCCI CO CODE: 13579 s INSURER: TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA INSURED'S NAME: KENNEDY SHEET METAL INC This change is issued by the Company or Companies that issued the policy and forms a part of the policy: It is agreed that the policy is amended as follows: An absence of an entry in the premium spaces below means that the premium adjustment, if any,will be made at time of audit. ADDITIONAL PREMIUM $ 533 RETURN PREMIUM $ NIL ADDITIONAL NON-PREMIUM $' 20 RETURN NON-PREMIUM $ NIL THE CURRENT POLICY EXPOSURES AND/OR CLASSIFICATIONS HAVE BEEN UPDATED TO REFLECT THE LATEST AVAILABLE AUDIT INFORMATION. THE FOLLOWING ENDORSEMENTS ARE ADDED: WC89041500 POLICY INFO PAGE ENDT ' WC8906i4OO POLICY INFORMATION PAGE ENDORSEMENT WC999998 A CHANGE DOCUMENT Jim O O� n s DATE OF ISSUE: 11 -17-17 WC CHANGE NO:001 PAGE 001 OF LAST POL.EFF. DATE:A 0-27-17 POL. EXP. DATE: 10-27-18 OFFICE: DIRECT ASSIGNMENT 701 PRODUCER: 72MPL 002800 COUNTERSIGNED AGENT 2W e.Commoni0eaUh of liTassachusett'i D'ep lment ofln�rAecade is O, �cce of Investigations „ Boston,MA 02111= i ww><v:mass gov/dta 'Workers''compensat on Ynsarance Affidavit, $adders/contractorsfE,Iectric: ns/P ulmbers .Ap.�lieantIuforlmatiton. . . .. �. �`:;P'lease`�'r;int,�Lev Nye:, uskdkd(,r anlInd vtdual City/State/Z;lp ' w o.�`,.. . Are y an employer)Clieck;the approprtate:bogppe ofprolect(required).;; 1 I am-a empioyer with .� 4• [] I am a generai'contractor ana I employees(fiill and/or part time)* have hired the stab=contractors 6 ❑New eonstnictiou°, 2•'❑ I ain-a soleproprietvr orparizie% fisted on the attached sheet; 7 ❑Remodeling- 'These i sub- ntractors have s and have no a "lo ees 8 Demolition P> y_ working forme m any capacity employees and.have workers'' ❑ 9 addition ' o workers''comp,:insurance; y�o�`;ice$ ❑'B [N u�ding We are;a oration and its. 10.❑Blectncal repairs>or additions required]< ❑, 3 ❑ I ana homeowner clout all:wark :officers have exercised their' I1 Plumb r airsor additions g s ❑ ? myself [Nn_workers'coal ngiit of exemption per MGL> 12 ❑Roofrepairs msmrance t; c 152 §1(4),and we-have,no` . ze4uired J'. '13.❑ Other ;employees [No-workers' 'co _P,;,,�e required •Any applicant that chocks box#1:must also fin ont tho section below showing then workers';compensation policy mformattco i . �Ho`rieowners who submit this affidavit sndcaitng they ate dotiig all work and thent�re outside contractors ttuisf submit a new aidavit mdicating such.. tConhactota that chock this box rmst attached i$additional sheet showing the natiie of the sub-contrrcto,s rfftd state whether or not those entities have. employees,If the subcontractors liavo c�Ioyers,they mustprondt fficii workers'comp.pbhcy ncnnber � - - aril;an employer Hurt tsprovrding workers'compexsatuvn insurance for:my employeest Belowis the polrry aail job situ uifdrniation,, Insurance Coiany Name ; :.M Policy#or Self ins Iac #. -P,T� -�Q87 L O a`9- t EXptration Dater i �-A(7 rob / Site Address;Al Statezir p c ¢' Attach a copy of the workers'cot apensaton policy declarat<onpage(showing the policy number artd expiration date) Fatli2re to secure coverage as regtured under Section 25A of MGL c 152 can lead fo the osihon of crmnnat peualttes of a fzne'up to$150}0 OO and/or one years imprtson®en#,;as weIlr as�exv�::penaliies in the'form.of a STOP WORK ORDER and-;a fi�Qe _ of up;to$25Q 00 a day against the violator Be adv'sed that a copy.of,this statementmay beforwarded tb-,the Office of ,,. .Inyestit=atiozZs.ofthe blA,for.��+�,*ance,coyeraae.veiifieation. -. is Ldo:kereb :�:cerh :under the ', 'y fy pauts:acrid pt?nallies of perjury that the rnformakon provui�above:,s,true;'and correct S enaft re. Date O tcial use onlys;Do icgt.write, n ihrs area to be co-, feted 0 cftyqrlom qffc1aL City or Town. Permit/License# -a Issuing Authority(circle ones 1'„Board of Health Z Bw�lding department 3, City1T orn Clerk 4,ElectricaI Inspect©r 5 Plumbing Inspector 6;Other + Contact Person•< :Phone#a.. , } ) COMMONWEA F MASSACHUSETT& h O GUARD OF t SHEET METAL WORKERS a TISSUES TIE FOLLOWING LICENSE .' BUSINESS': r r IF 1 -JAMES B KENNEDY .... KENNEDy SHEET METAL f Z I ,1319 PLEASANT STREET w WEYMOUTH,MA 021$9;: 233. ?:02/12/2020 410296 } Al Mass. Corporations, external master page Page 1 of 2 yF ! i aT • i • sy9K Corporations Division Business Entity Summary ID Number: 001070635 Request certificate New search Summary for: THIS IS IT, LLC The exact name of the Domestic Limited Liability Company (LLC): THIS IS IT, LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 001070635 Date of Organization in Massachusetts: 01-27-2012 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 880 ATTUCKS LANE City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and address of the Resident Agent: Name: PATRICK J. EHART Address: 880 ATTUCKS LANE City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER PATRICK J. EHART 880 A17UCKS LANE HYANNIS, MA 02601 USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address SOC SIGNATORY PATRICK J. EHART 880 ATTUCKS LANE HYANNIS, MA 02601 USA The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address REAL PROPERTY PATRICK J. EHART 880 ATTUCKS LANE HYANNIS, MA 02601 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=001070635&... 4/12/2018 Town of Barnstable Building Department Services 3UILD3lV 'EP Brian Florence, CB.0 Building Commissioner APR 12 ZO1S 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us FOWN OF BARNSTABLE , Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder I, ek6LVt ,as Owner of the subject property hereby authorize 1,MYN S 1' C&A ► _A70_1 to act on my bebA in all matters relatim to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final ins ecdons ar pert ed and accepted. S. tore of afore of Applic t Print Name Print Name ` 1Z Date Q:F0RMS:0WMMPERMISSI0NP00I S Rev:08/16/17 Town of Barnstable Building Department Services t� Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 MAIMSTARM www.town.barnstable.ma.us - - i639 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE ElOr14 MON Please Print DATE: JOB LOCATION: number stnza. village • "HOMEOWNER": name home phone# work phone# CURRENT MAMNG ADDRESS: eityhown. state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures-accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Mote: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. , HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of.construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often . results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that helshe understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFMES\FORMS\building permit foims\EXPRESSADC 08/16/17 1�` lJ � e OPTIONAL SIDE OUTLET ROOF FILTER SUPPORT 3/4' THREADED ROD MOUNTED FROM TOP OF DUCT WORK FILTER TO CEILING TRUSS (SUPPLIED BY OTHER) 3 PLACES (SUPPLIED BY OTHER) o a Yy a, ' o 0 0 0 SHOWN WITH OPTIONAL VACUUM SYSTEM ENERGENICS CORPORATION MYE DATE 1470 Dan Stmat PH W9)643-1711 DRAWN f"- K. Sumner 09-05 Naples Florida 34104 FAX(139)643—OMI Im ENGINEER: TIRE QUALM- ON-BOARD MOUNTED SCAIE DRAWING NU►♦BER OPTIONAL SIDE OUTLET ROOF FILTER SUPPORT 3/4` THREADED ROD MOUNTED FROM TOP OF 7A DUCT. WORK FILTER TO CEILING TRUSS (SUPPLIED BY OTHER) 3 PLACES (SUPPLIED BY OTHER) 11 I j� _ o o 1 SHOWN WITH OPTIONAL a p; VACUUM SYSTEM ,I i' i ;. ENERGENICS CORPORATION •r NANE DAIS 1470 eon Stied PH(239)541-1771 s; rAXISA(232)W-601 DNawe er: K. Sumner 09—�5 NcPles Florida 341D4 a •_ 1711 'i ENCWEER: TDtE qU REMOTE MOUNTED SCei F. DW NG Numm E ' 6 �y . ONLY LINT FILTER TO USE AIR RECEIVER (IE: NOT DRYER BLOWER LINT" STRIPPER) rONFIL7ER M FECEM CHECK VALVE � WM�M _ MANUAL BALL Eauriacr TYPE CUTOFF AS CLOSE AS POSSIBLE TO LINTn CHECK VALUE ON TANK INLET E WIRE TO AIR COMPRESSOR OX PRESSURE 80-100 PSI LTER 20 CFM ® 10 see. blow time YHEAD 1- PIPE SIBL.E LINK SUPPLIED By ENEWENICSPRAYHEAD S' 1. FENWALL SENSOR 2. SOLENOID VALVES 3. AIR GAUGE 4. AIR RECOVER (SUPPLIED W/OEM SERIES) S. FUSIBLE LINK SPRAYHEAD SUPPLIED BY OTHERS INLET 2: kN PIPED RTiI)NGS 3. CHECK VALVE 3/4-COPPER PIPE 1/2-CAPPER PIPE FOR 1/2- NPT FUSIBLE LINK SPRAYHERD LINT TUBE SOLENOID VALVE WIRE TO 2 X 4 JUNCTION BOX ON FILTER MANUAL'BALL. TYPE CUTOFF TO WATER SUPPLY ALL WATER TO 1/4" DRAIN VALVE ENERGENICS CORPORATION 1470 Don Street PH (941)643-1711 NAME DATE Nnptes Florida 34104 FAX USA -7 800)944 1ll DRAWN Bn ( 9yZ 09-09 mix REVISION : JTH 8/17 AIR AND WATER ER "ING UALITYi orate MRD\Wox\INMU-2 d g SCALE: NONE DRAWING NUMBER INSTALL-2 7 s. Ell CE[LING/ROOF x r SLow Dk IAUST.AWAY FROM RODE MOiijNM AIR COPIDMONING-SYSTEM .. AIR EXHAUST iNSPECTIGN D.00)R OUTLET a ALSO PROVIDE CLEANDUTS DO NOT REDUCE DUCT SIZE IN HORIZONTAL DUCTS s MUST 8E''A,R TK3iT ;. DUCTS INSPEC'Y REGULARLY e F ACCESS DRYER EXHAUST I(VLlei i DOOR ' s J � LINT TUBE VACUUM SYSTEM + i ENERGEfV PORATION ICS COR Yoh' �c 14)i D= � LEA WOLM-1711, -425M INSTALLATION SHEET METAL FOR Ifs LINE FILTERS r � < 9 0.1 1 e 8- - .PLUMBING FOR FIRE SUPPRESSION OPTION 41 (2) 8gpm SPRAY HEADS 1" NPT FUSEIBLE LINK, -SPRAYHEAD (FURNISHED BY ENERGENICS) • 1/2" SHUT OFF VALVE 3/4 SOLENOID 1/2" COPPER PIPE Tr 30-50psi. COLD WATER SUPPLY AN,AT Earn COMER - -- FOp OUTDOOR APPU'i11M TO PROM FREFGNG OF LONE MANUAL BYPASS SHUT OFF VALVE TEMPERATURE SENSOR ACCESS � DOOR - DRYER EXHAUST - LINT OUTLET. ._ener,genics CORPORATION 1470 Don mrod P8 E13-BN-1711 ' NNE DAZE Napb%FINMa S�lW4 &-H6 FAX 813-�13-BDBt USA 600-644-1711 DRAWN Elf: Aw J-09 1rtLE FIRE SUPPRESSION QuNm WATER SYSTEM - � EX1AWtR0 NU1i�R 9801 .3 s, CEILING MOUNT (3 PLACES . 0 . (2) 8gpm SPRAY HEADS AIR SOLENOID VALVE 1 " NPT 0 0 ° 1 " NPT FUSIBLE LINK SPRAYHEAD JUNCTION BOX 4" X 4" X 2" STEEL 4 OUTLET WATER SOLENOID -TO VACUUM GATE VALVE VALVE 3/4" NPT IRE SENSOR (JUNCTION BOX ON FILTER) _. 367 FENWALL BWE FIRE SENSOR FIRE N/0 GREEN WATER VALVE �a RED 110 VAC .f RED DRYER ® m GREEN 1 0 VAC hINPUT FIRE GREY COMMON _ L1 FIRE (� rLf AIR DUI NEUTRAL a MILNOR DRYER OUTPUTS 1) FIRE WATER VALVE 2) AIR VALVE energenics CORPORATION 1470 Dan 9trw1 PN 813-00 I'M 1 NAKE 010E tk0m.Flaw 3M2-3360 FAX 01�3-�-9 i MILNOR DRYER INPUTS Mvm ev: Rex 9-09 7w Preplumb/Pre—Wire 1) FENWALL FIRE SENSOR FOWer: ,m1 10-17-2016 Electrical Utility Interconnections - aummr Q�1N�-R610INORi001005 GMPRJFAS;IUWNG ORAWWG NU6BER 081805 Q V 1 8 U -nor- 10 S. MLF-1004 16" Diameter ! MLF-1 01 0 .28" Diameter t MLF-1 01 5 34" Diameter FIRE SENSOR JUNCTION Box FILTER rV INLET LINT OWLET ENERGENICS COMP®RATION 1479 Days Sgreet� P';4 ta">&4t�-17U RAN DATE Fdap[es Flares® 24184 FAX M39)S}3-60M DRAWN BY, USA 580D)G344-9711 7mOc7 TITLE Revised CONNECTION REQUIREMENT TALITYt (SIDE VIEW) SCALE: DRRx:'r� KumER 9002,6A 11 W.Springfield, MA Pittsfield, MA (413)781-2897 (888)881-4598 Quincy, MA Buller Worcester,MA (617)479-2619 1 (888)881-4598 Matta oisett, MA -p E Cape Cod&Islands (508)758-6633 (888)881-4598 Rhode Island ' Hartford, CT (888)881-4598 BUTLER (888)881-4598 Building Commissioner or Board of Health or Inspector of Buildings Board of Selectmen Town of Barnstable Town of Barnstable 200 Main Street 200 Main Street Hyannis, MA 02601 Hyannis,MA 02601 Attention: Records Attention: Records COMPANY: Certain Underwriters at Lloyds, London POLICY NUMBER: QMP1332519 ' CLAIM NUMBER: INSURED: Cape Cod Commercial Linen Service Inc. & This is it LLC LOSS LOCATION: 880 Attucks Lane, Hyannis, MA DATE OF LOSS: 08/24/2013 DESCRIPTION: . Fire OUR FILE NUMBER: CCI13-5695 Gentlemen: Claim has been made involving loss, damage, or destruction of the above captioned property which may either exceed $1,000, or cause Massachusetts General Law, Chapter 143, Section 6, to be applicable. If any notice under Massachusetts General Law, Chapter 139, Section 313, is appropriate, please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number, company claim number, date of loss, and claim or file number. Sincerely, ?dji R.9,dine �a ter --I C Phone—508-524-2277 = ' Fax—617-479-1740 john.gonnella@georgebutleradjusters.com 5. On this date, I caused copies of this notice to be sent to the persons named above at the address .indicated above, by first class mail. Se�rary October 2, 2013 P.O.Box 710120,Quincy,MA 02171 A r 3225 MAIN STREET e PO BOX 226 BARNSTABLE, MASSACHUSETTS 02630 s { CAPE C-®D (508) 362-3828 Fax(508) 362 3136• ® wwwcapecodcommission.org COMMISSION FINAL CERTIFICATKOF COMPLIANCE :. r •' Date: April 5, 2013 To: Jeffrey Ehart, Owner , Cape Cod Commercial Linen Service, Inc. ,. P.O:Box i11 West Hyannisport, MA 02670 From: Cape Cod Commission Re:. Development of Regional Impact(DRI) Cape Cod Commission Act, Sections 12 and 13 Applicant: Cape.Cod-Commercial'Linen Service,Inc. k Project: Cape Cod Commercial Linen Service, Inc. Location: 88o Attucks Lane Hyannis, MA Co co Project#: TR/LR11o17: Book/Page: Book:. 24620 • Page: 54 I hereby certify that Jeffrey Ehart,Applicant on the above-referenced project,has properly-:-, . complied with the conditions noted below of the Cape Cod Commission's(Commission) Limited Development of Regional.Impact decision dated January 5, 2012. (To date,this decision has not • been modified.),Having complied'wth the following conditions,the Final Certificate of ` Compliance for the project,is hereby issued:' Project OescriptioW, The,project site is a parcel consisting of approximately 1.86 acres*with frontage on both Att=6 Lane to the west and Airport Road to the south, developed with an approximately 27,000 square foot.industrial building.The Limited Development of Regional Impact decision allowed the Applicant to relocate from its then existing locations at 32 Baxter Road and,485 West Mainy ' Street, Hyannis;to the project site, consolidating its operations at the new location. r Conditions Which Have Beers Complied With Commission staff conducted site visits in August 2012, October 2012 and March 2013 to verify compliance with General Condition GC5 (development plans),.General Condition GCio (exterior -lighting design) and Water Resources Condition WRC3 (limits on Hazardous Materials and Hazardous Wastes). The Applicant,through DownCape Engineering, also,submitted a stormwater system inspection report to the Commission on April 2'2013 which is consistent with the requirements of Water Resources Condition WRC2. SEE SIGNATURES ON NEXT PAGE Final Certificate of Compliance—Cape Cod Commercial Linen Service,Inc. April 5,2013 Page 2 of 3 SIGNATURES ; Executed this Jr day of r� 2013: Signature Print Nal e and Title _ COMMONWEALTH OF MASSACHUSETTS Barnstable;ss 0 f , 2013 Before me,the undersigned notary public,personally appeared m� r in his/her capacity a" ev,4-el'l of the Cape Cod Commission, whose name is'signed oil,the pr4cedilig document, and such person acknowledged to me'that he/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was[ ]photographic identification with signature issued by aj ederal or state governmental agency, [ ] oath or affirmation of a credible witness, or [ ersonal knowledge of the undersigned. Notary V1 Iblic My Commission Expires:O Notary Public COMMONWEALTK OF MASSACHUSETTS My Commission Expires Uf September 28,2.018• Final Certificate of Compliance—Cape Cod Commercial Linen Service,Inc. April 5,2013 Page 3 of 3 3225 MAIN STREET • .P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 e CAPE COD (508) 362-3828 • Fax (508)362=3136 ® www.capecodcomm.issioh.org COMMISSION TO: Town of Barnstable Town Clerk, Building Inspector,Town Planner,Planning Board, Conservation Commission, Board of Health,Board of Appeals,DRI Liaison, Chief of Police,and Fire Chief FROM: Gail Hanley, Clerk of the Commission ' SUBJECT: Cape Cod Commercial Linen Service Relocation Limited Development of Regional Impact Decision TR-LR1io17 h . DATE: January 6, 2012 Enclosed please find a copy of.the Limited`Development of Regional Impact Decision for the . Cape Cod Commercial Linen Service Relocation project that was approved by the Cape Cod Commission on January 5, 2012. . Should you have any questions,please do not hesitate.to contact our office: 6 OF r � rACHUSF' . F. 3225 MAIN STREET + RO.. BOX 226- BARNSTABLE, MASSACHUSETTS 02630 CAPE COD (508) 362-3828 Fax(508) 362-3136 + www.capecod.conimission.org COMMISSION Date: January n 2012 rY 5, To: Jeffrey Ehart,Owner Cape Cod Commercial Linen Service,Inc. P.O.Box i11 West Hyannisport,MA 02670 From: Cape Cod Commission Re: Development of Regional Impact(DR I) Cape Cod Commission Act,Sections 12 and 13 Applicant: Cape Cod Commercial Linen Service,Inc. Project: Cape Cod Commercial Linen Service,Inc. Location: ` 88o Attucks Lane,Hyannis,MA.. + Project#: TR/LR11017 Book/Page: 24620/54 _ DECISION OF THE CAPE COD COMMISSION SUMMARY The Cape Cod Commission(Commission)hereby approves with conditions,the application of Cape Cod Commercial Linen Service,Inc: (the Applicant)as a Limited Development of Regional Impact(DRI)pursuant to Sections 12 and 13 of the Cape Cod Commission Act(Act),C.716 of the . Acts of 1989,as amended,for a proposed Change of Use of the existing approximately 27,000 square foot building located at 880 Attucks Lane in Hyannis,MA for the relocation and consolidation of the Applicant's operations.This decision is rendered pursuant to a unanimous vote of the Commission on January 5,2012. PROJECT DESCRIPTION Theproject propertyis located at 88o Attucks uck Lane in Hyannis,MA.The site is a developed parcel of land consisting of approximately 1.86 acres with frontage on both Attucks Lane to the LDRI Decision—Cape Cod Commercial Linen Service,Inc. January 5,2012 Page 1 of 16 west and Airport Road to the south and is developed with an approximately 27,000 square foot industrial building.The Applicant is proposing to relocate from its existing two locations at 32 Baxter Road and 485 West Main Street, Hyannis,to the project site and to consolidate its operations at the new location.The Applicant proposes new signage,minor changes to existing. loading docks,installation of two new bio-infiltration rain gardens and landscaping.Parking will remain in its existing locations. PROCEDURAL HISTORY The Commission received DRI and Limited DRI applications for the project from the Applicant's representative,Attorney Eliza Cox of Nutter,McClennen&Fish,LLP,on October 25, 2011.The Commission received a DRI referral from Thomas Lynch,Interim Town Manager for the Town of Barnstable,on November 29, 2011.The DRI and Limited DRI applications were deemed substantively complete to.proceed to a public hearing on December 19, 2011. In accordance with the Cape Cod Commission Act,the hearing period was opened with a duly noticed public hearing held on December 19, 2011 at the Cape Cod Commission in Barnstable, MA.-At this hearing the subcommittee voted to continue the public hearing to a meeting of the Cape Cod Commission on January 5,2012. A subcommittee meeting was held immediately following the public hearing on December 19, 2011 where the subcommittee deliberated on the project and voted unanimously to limit the DRI review to the area of Water Resources,recommend approval of the proposed project as a Limited DRI to the full Commission and direct staff to draft a Limit DRI approval decision with conditions.Additional subcommittee meetings were held on December 28, 2011 and January 5, 2012 at which the subcommittee reviewed the draft decision and amendments to the draft decision and voted unanimously to forward the draft decision to the full Commission for consideration at the January 5, 2012 meeting. A final public hearing was held before the full Cape Cod Commission on January 5,2012.At the close of this hearing,the Commission voted unanimously to approve the project as a Limited DRI,subject to conditions. MATERIALS SUBMITTED FOR THE RECORD In addition to the list of materials submitted for the record(see Table 1 below),the application and notices of public hearing relative thereto,the minutes of public meetings and hearings,and all other written submissions received in the course of the proceedings are hereby incorporated into the record by reference. TABLE i Materlals Submitted for`<the Record Materials from Cape Cod Commission Date Sent Incomplete letter from Jessica Rempel to Eliza Cox 11/3/2011 Email from JR to EC.with.incomplete letter attached 11/3/2011 Email from Ryan Christenberry to EC re: SEDI with example attached 11/14/2011 Email from Kristy Senatori to Jo Anne Miller Buntich re: affordable 11/10/2011 housing mitigation Email from JR to EC re: meeting 11/15/2011 Email from JR to Subcommittee re: site visit and public hearing 11/23/2011 LDRI Decision—Cape Cod Commercial Linen Service;Inc. January 5,2012 Page 2 of 16 y Email from JR to EC re: site visit and public hearing 11/23/2011 Email from JR to EC re:town referral,subcommittee and site visit 11/28/2011 Email from JR to Jo Anne Miller Buntich re:local compliance and public 11/28/2011 hearing Email from JR to EC re:town referral,hearing notice and staff report 11/29/2011 Email from JR to JMB re:project's town compliance 11/29/2011 Hearing Notice for 12/19/201.1 public hearing 11/30/2011 Meeting Notice for 12/19/2011 subcommittee meeting 11/30/2011 Letter from Gail Hanley to EC re: public hearing notice billings 11/30/2011 Email from JR to EC re: copies of application for subcommittee 12/1/2011 Letter from JR to EC re:notification of town referral 12/6/2011 Email from Tabitha Harkin to Andrew Garulay re:landscaping 12/8/2011 Email from JR to EC re:water resources 12/9/2011 Email from JR to subcommittee and cc:ed to EC and JMB re: site visit, 12/13%2011 public hearingand subcommittee meetingwith staff report attached . Email from JR to EC re:procedure 12/15/2011 Email from JR to Dan Ojala re:floor drains.- 12/16/2011 Meeting Notice for 12/28/2011 subcommittee meeting 12/26/2011 . Hearing Notice for 1/5/2012 public hearing 12/22/2011 Memo from JR to subcommittee re: subcommittee meeting with draft . decision and draft minutes attached 12/22/2011 Email from JR to subcommittee with draft decision and draft minutes attached 12/22/2011. Email from JR to EC and JMB with draft decision and draft minutes attached 12/22/2011 Email from JR to EC re:Water Resource Condition 6 .12/27/2011 Email from JR to DO re:revised plans 12/28/2011 Email from JR to JMB with draft decision attached 12/29/2011 Meeting Notice for 1/5/2012 subcommittee meeting 1/3/2012 Email from KS to EC re:subcommittee meeting 1/3/2012 Email from JR to subcommittee re:subcommittee meeting,with solar 1/4/2012 plans attached Email from JR to EC re: solar plans with memo attached 1/4/20i•2 Email from JR to EC re:finding/condition for solar installation 1/4/2012 Email from JR to EC re: Chair signature and decision mailing 1/5/2012 MaterialsfromApplicant Date Received Application to the Cape Cod Commission for Limited Review including. application cover sheet,scoping checklist,abutters list,plans,and fee 10/25/2011 4 among other application materials: Letter from Eliza Cox to Brona Simon(MHC)re: PNF 10/26/2011 Letter from EC to JR with application materials on CD enclosed 10/28/2011 r Letter from EC to Town of Barnstable requesting Town referral 10/28/2011 Letter from EC to JR with MHC determination attached 11/3/2011 Email from EC to JR requesting electronic copy of incomplete letter 11/3/2011 Email from EC to Ryan Christeiiberry re:SEDI 1i/11/2011 Email from EC to JR requesting a meeting 11/15/2011 Letter and additional information from EC to JR 11/1.6/2011 LDRI Decision—Cape Cod Commercial Linen Service,Inc. January 5,2012 Page 3 of 16. Memorandum from EC to JR re: employee classifications 11/18/2011 Email from EC to JR re: energy comments with letter from DMI attached 11/18/2011 Email from EC to JR re: hearing dates 11/21/2011 Email from EC to JR re:town referral 11/22/2011 Email from EC to JR re:town referral 11/28/2011 Email from EC to JR re: subcommittee 11/28/2011 Email from EC to JR re: site visit 11/28/2011 Email from EC to JR re:town referral 11/28/2011 Email from EC to JR with town referral.attached 11/29/2011 Email from EC to JR re:copies of application for subcommittee 12/1/2011 Letter from EC to JR re: copies of application for subcommittee 12/5/2011 Email from AG to TH re:landscaping 12/8/2011 Email from EC to JR re: staff report and procedure 12/14/2011 Additional materials from Sue Lopez including revised plans,revised 12/15/2011 turf&landscape management plan and revised nitrogen calculations Email from EC to JR re: package of materials from Down Cape Eng. 12/16/2011 Email from DO to JR with SOMP and drainage calculations attached 12/16/2011 Email from DO to JR with PDF copies of additional materials attached 12/16/2oll Email from DO to JR re:floor drains 12/16/2011 Email from EC to JR(out of office) 12/22/2011 Email from EC to JR re: draft decision 12/28/2011 Email from DO to JR with revised SOMP and site plan attached 12/28/2011 Letter from EC to JR with additional filing fee and application materials 12/28/2011 Email from EC to JR re: solar on roof 12/29/2011 Email from EC to KS and Phil Dascombe re: solar on roof i/3/2012 Email from EC to KS re: subcommittee meeting 1/3/2012 Email from EC to KS with solar sketch plans attached 1/3/2012 Email from EC to JR re:solar plans 1/4/2012 Email from EC to JR re: Chair signature and decision mailing, 1/5/2012 Materials from Public Agencies/Towns/State/Federal Date Received MHC determination letter 11/3/2011 Email from JMB to KS re: affordable housing mitigation 11/14/2011 Email from JMB to KS with town referral attached 11/29/2011 Email from JMB to JR re:project's town compliance 11/29/2011 Hard copy of town referral from Town of Barnstable 11/30/2011 Email from JMB to JR re: meeting 12/14/2011 Email from JMB to JR.(out of office) 12/22/2011 Email from JMB to JR re: draft decision and subcommittee meeting 12/27/2011' Materials from Members of the Public Date Received (None Received) LDRI Decision-Cape Cod Commercial Linen Service Inc. January 5,2012 Page 4 of 16 TESTIMONY December 19, 2011 Public Hearing A Cape Cod Commission(Commission)subcommittee held a public hearing on the proposed Development of Regional Impact(DRI)for Cape Cod Commercial Linen Service(the "Applicant")at 88o Attucks Lane in Hyannis,MA,for the purpose of taking comments and testimony on the project.Jessica Rempel, Regulatory Officer for the Commission,presented the Staff Report,including the project description,Commission jurisdiction,standards of review. and approval,Commission staff analysis including Land Use,Economic Development,Water Resources,Hazardous Materials/Wastes,Solid Waste Management,Coastal Resources,Natural Resources/Open Space,Transportation,Energy,Affordable Housing,and Heritage Preservation and Community Character,and conclusions and recommendations.Eliza.Cox,on behalf of the Applicant,provided a presentation on the proposed project.The subcommittee discussed the project regarding the Energy,Affordable Housing and Water Resources sections of the RPP.The subcommittee listed probable benefits of the proposed project.The hearing was continued to the full Cape Cod Commission meeting on Thursday,January 5, 2012 at 3:00 PM at the Assembly of Delegates Chamber,First District Court, Barnstable,MA. . December 19, 2011 Subcommittee Meeting A Commission subcommittee held,a public meeting on the proposed DRI for Cape Cod Commercial Linen Service at 88o Attucks Lane in Hyannis,MA,for the purpose of deliberating on the project.The subcommittee voted unanimously to limit the scope of DRI review to the issue area of Water Resources and to approve the project as a Limited DRI.The subcommittee directed staff to draft a written decision. December 28, 2011 Subcommittee Meeting Jessica Rempel, Regulatory Officer with the Commission,reviewed the draft written decision with the subcommittee.The subcommittee voted unanimously to approve the draft written decision,as amended,and to forward it to the Cape Cod Commission for consideration at the January 5, 2012 meeting. January 5, 2012 Subcommittee Meeting Jessica Rempel,Regulatory Officer with the Commission,reviewed amendments to the draft written decision with the subcommittee:The subcommittee voted unanimously to approve the draft written decision,as amended,and to forward it to the Cape Cod Commission for consideration at the January&2012 meeting: JURISDICTION The development,as described by the application materials,qualifies as a DRI pursuant to Section 3(f)(i)of the Commission's Enabling Regulations(revised March 2011)as a Change of Use where the Gross Floor Area of the building subject to the Change of Use is greater than io,000 square feet. } LDRI Decision—Cape Cod Commercial Linen Service;Inc. January 5,2012 Page 5 of 16 FINDINGS The Commission has considered the DRI and Limited DRI applications of Cape Cod Commercial Linen Service, Inc.,for the proposed Change of Use of the existing approximately 27,000 square foot building located at 88o Attucks Lane in Hyannis,MA for the relocation and consolidation of the Applicant's operations and based on consideration of such applications and upon the information presented at the public hearing and submitted for the record,makes the following findings,pursuant to Sections 12 and 13 of the Act: General Findings GF1. The Commission finds that the project's DRI Review is limited to the issue area of Water Resources. GF2. As the date of the first substantive public hearing was December 19, 2011,this project was reviewed subject to the 2oog Regional Policy Plan(RPP),as amended in May 2011(ordinance ii-o5). GF3. The project site is located at 88o Attucks Lane in Hyannis,MA.The project site is zoned Industrial. GF4. The Applicant proposes to relocate from its existing two locations to the project site and to consolidate its operations at the new location.The Applicant proposes new signage,minor changes to existing loading docks,installation of two bio-infiltration rain gardens and landscaping. Parking will remain in its existing locations at the, project site. GF5. The Commission finds that with appropriate conditions,the project is consistent with the Minimum Performance Standards(MPS)in the RPP. GF6. As of the date of this decision,the Town of Barnstable has a Commission-certified Local Comprehensive Plan(LCP).Written testimony dated November 29,2011 provided by Jo Anne Miller Buntich, Director of Growth Management for the Town of Barnstable,states "This project, located in the Regional Commercial Center Strategic Planning Area,proposes an adaptive re-use of an existing building. The location and use are consistent with the Barnstable Comprehensive Plan."The Commission adopts the written.testimony of Ms.Buntich and finds that the project is consistent with Barnstable's LCP. GF7. Written testimony dated November 29, 2011 from JoAnne Miller Buntich, Director of Growth Management for the Town of Barnstable,states "The zoning in this area is IND. This is an allowed use in that district."The Commission adopts the written testimony of Ms.Buntich and finds that the project is consistent with municipal development bylaws. GF8. As the Barnstable Town-wide District of Critical Planning Concern does not apply to this project,the Commission finds that this approval criterion is not applicable. GF9. The Commission finds that the project will be designed and constructed consistent with materials and plans submitted to the record and in accordance with the following: LDRI Decision Cape Cod Commercial Linen Service,Inc. January 5,2012 Page 6 of 16 • Sheet 1 of 2,Site Plan,prepared by Down Cape Engineering,Inc.,dated October 21, 2o11,revised through December 28, 2011(attached to this decision as Exhibit A and incorporated by reference) • Sheet 2 of 2,Site Plan,prepared by Down Cape Engineering,Inc.,dated October 21, 2o11,revised through December 28,2011 • Professional Engineer-certified Stormwater Operations and Maintenance Plan, prepared by Down Cape Engineering,Inc.,dated October 21, 201i,revised through December 28, 2011 • Turf and Landscape Management Plan,prepared by Down Cape Engineering, Inc.,dated November 15, 2011,revised through December 13,2011. • Memorandum from Demand Management Institute dated November 18,2011 GFio. Should the Applicant pursue the installation of solar panels on the roof of the existing building,the installation shall be designed and constructed in accordance with the following: • CCCLS,Hyannis,MA,Roof Mounted 220.57 Kw(959)Module System Drawings; prepared by Fullers.Energy, LLC,dated December 21,2011 - GF11. The Commission finds that the probable benefit from the proposed development is greater.than the probable detriment.Probable benefits of the proposed project include the consolidation of services,the local ownership of the business,the support the business gives'to the community,the consistency with the Land Use Vision Map, the use of energy efficient equipment and the resulting energy savings and water savings,a reduction in-nitrogen loading and a reduction in pavement and runoff,the implementation of Stormwater Operations and Maintenance,Hazard Mitigation and Turf and Landscape Management Plans,any upgrades to exterior lighting will be consistent with the Commission's Exterior Lighting Technical Bulletin and the elimination of Hazardous Materials that existed at the site. Land Use LUF1. The proposed project is located in an Industrial and Service Trade Area(ISTA)on the Regional Land Use Vision Map.in the 2oo9 RPP.The Commission finds.the proposed project is consistent with the ISTA designation and its characteristics in accordance with MPS LUi.1. LUF2. The Commission finds that MPS LU1.2 (Compact Development),MPS LU2.1 (Connections to Existing Infrastructure),MPS LU2.2(Co-location of Telecommunication Facilities),MPS LU3.1 (Buffers to Agricultural Uses)and MPS LU3.2(Impacts to Agricultural Lands)do not apply to the proposed project.. LUF3. The Commission finds that the proposed project need not be scoped for DRI review under the Land Use section of the RPP. Economic Development EDF1. As the proposed project is located in an ISTA,the Commission finds the proposed project is consistent with MPS ED1.i (Location in Economic Centers)and MPS ED1.2 (Industrial and Service Trade Areas). EDF2. Given its appropriate location in an ISTA,the Commission finds the proposed project is not required to meet the MPS ED1.3 waiver. LDRI Decision—Cape Cod Commercial Linen Service,Inc. JanuarY 5,2012 Page 7 of 16 i EDF3. The Commission finds that MPS ED1.4(Resource-based Economic Areas),MPS ED2.1(Gaming),MPS ED4.1 (Demonstrated Need and Public Benefit)do not apply to the proposed project. EDF4. The Commission finds that the proposed project need not be scoped for DRI review in the Economic Development section of the RPP. Water Resources WRF1. The Commission finds that the site is located in a Wellhead Protection Area(WHPA) and is approximately 1.4 miles upgradient of a cluster of three public water supply wells.The site is also located within.a Marine Water Recharge Area(MWRA)-for Lewis Bay where a critical nitrogen load has been determined.The property and its developed surroundings are mapped as a Water Quality Improvement Area. Based on the project site's location in the above Water Resource Areas and its proposed use as a commercial laundry facility using and storing a variety of laundry products,the Commission finds that Water Resources shall be included in the scope of DRI review. WRF2. The Commission finds that based on the location of the site in the above-mentioned Water Resource areas,the following Water Resource Goals apply to the site and its proposed re-use:WR1(General Aquifer Protection),WR2 (Drinking Water Quality and Quantity),WR3(Marine Water Embayments and Estuaries),WR5(Water Quality Improvement Areas),and.WR7(Stormwater Quality). WRF3. The Commission finds the project proposes to improve groundwater recharge and stormwater quality at the site by installing two bio-infiltration rain gardens (total area: f 1,600 square feet)on the northern margin of the site. Stormwater overflow in the rain gardens will drain into deep sump hooded catch basins leading to stone- filled infiltration trenches and drywells.The bio-infiltration areas are designed to li comply with Massachusetts Stormwater Management Guidelines and will be PY g incorporated into the existing drainage system.The stormwater system will contain and infiltrate up to the 50-year design storm event onsite and will provide the required 8o%Total Suspended Solids(TSS)removal,consistent with MPS WR7.2. Any overflow from the too-year design storm would flow to a grassed depression on the Airport property just offsite. WRF4. The Commission finds that 2,415 square feet of pavement east of the building will be removed as part of the re-development and replaced with washed stone.An additional 349 square feet of pavement will be removed to accommodate the rain garden located in the northwest corner of the site.Consistent with the requirement of MPS WR7.6 to limit impervious surfaces,the project will reduce impervious areas on the site by 2,764 square feet. WRF5. The Commission finds that the nitrogen loading limit established by MPS WR2.1 is 5 ppm-N for WHPAs,which includes the entire project site.Nitrogen loading calculations submitted by the Applicant have demonstrated that the proposed project will result in slightly improved nitrogen loading(1.40 ppm)relative to existing conditions(1.70 ppm).The proposed nitrogen loading,concentration is well below the 5 ppm threshold for re-development in WHPAs(MPS WR2.1)and for General Aquifer Protection(MPS WR1.i). Based on nitrogen calculations provided by the LDRI Decision=Cape Cod Commercial Linen Service,Inc. January 5,2012 Page 8 of 16 I Applicant,the Commission finds the project will result in a net reduction in nitrogen load to the watershed,consistent with MPS WR3.1. WRF6. The Commission finds that the project's Stormwater Operations and Maintenance Plan identifies the parties responsible for implementation,operations,and maintenance of the stormwater system and includes an inspection and maintenance schedule,Best Management Practices for sediment source control,an Emergency Spill Contingency Plan and a Pollution.Prevention Plan.The Commission finds that the Plan is certified by a Professional Engineer and complies with the provisions of MPS WR7.10. WRFC. The Commission finds that the Applicant's Turf and Landscape Management Plan will limit lawn fertilizer nitrogen to one pound per 1,00o square feet per year,will employ Integrated Pest Management to avoid or minimize pesticide use on the site and will use organic and biological alternatives to pesticides whenever possible consistent with MPS WR1.5. Hazardous Materials/Waste HM/WF1. The RPP defines Hazardous Material as `Any chemical or substance that when released into the environment will pose a significant contaminant threat to groundwater and drinking water supplies, including petroleum products, petroleum distillates,organic and inorganic solvents,oil-based paints, oil-based stains,insecticides, herbicides, rodenticides, and pesticides.Hazardous Materials do not include Hazardous Wastes,Articles,Consumer Products,and Cosmetics." The RPP defines a Hazardous Waste as"any Hazardous Waste, Universal Waste or Waste as defined in the.Massachusetts Hazardous Waste Regulations,310 CMR 30.01o.Hazardous Wastes do not include Hazardous Materials and bio=medical - wastes regulated by 1o5 CMR 480.000." HM/WF2. Based on a review of the list of materials and Material Safety Data Sheets provided by the Applicant on October 25, 2011 for each of the materials proposed to be used and stored on the site,the Commission finds that all of the products with the exception of 15 gallons of gear oil,are comparable to"Consumer Products"sold in retail stores,. which are excluded.from the definition of Hazardous Materials. HM/WF3:MPS WR2.2 and MPS WMi.1 prohibit the use,treatment,generation,handling,&, storage,or disposal of Hazardous Materials or Hazardous Wastes,with the exception of Household Quantities,in Wellhead Protection Areas. HM/WF4..The RPP defines Household Quantity as `Any combination, or all of the following: (a)275 gallons or less of oil on site at any time to be used for heating of a structure," or to supply an emergency generator;.and(b)25 gallons or equivalent dry weight, total, of Hazardous Material(s)on site at any time, excluding oil for heating of a structure or to supply an emergency generator; and(c)A quantity of Hazardous Waste generated at the Very Small Quantity Generator level as defined in the Massachusetts Hazardous Waste Regulations,310 CMR 30.00o and which is accumulated or stored in 55 gallons or less at anytime on the site." .HM/WF5. The proposed project requires the use and storage of approximately,15 gallons of gear oil and is a Very Small Quantity Generator of waste gear oil from the periodic replacement of gear oil in the washing equipment.While this material.falls under the LDRI Decision-.Cape Cod Commercial Linen Service,Inc. January 5,2012 Page 9 of 16 RPP definitions of Hazardous Material and Hazardous Waste,the amounts used, stored and generated are less than.that for a Household Quantity and therefore the Commission finds the proposed development complies with MPS WR2.2 and MPS WM1.i.The Commission further finds the proposed project shall be conditioned to require the Applicant to comply with the Household Quantity of Hazardous Materials and Wastes pursuant to MPS WR2.2 and MPS WM1.i. Solid Waste SWF1. As the proposed project does not involve a significant amount of land clearing wastes or construction and demolition debris,the Commission finds the proposed project need not be scoped for DRI review under the Solid Waste Management section of the RPP. Coastal Resources CRFi. The site is not located in the coastal zone.Therefore,the Commission finds the proposed project need not be scoped for DRI review under the Coastal Resources section of the RPP. Natural Resources/Open Space NR/OSF1. Due to the extent of existing disturbance on the site,the Commission finds a Natural Resources Inventory is not warranted. NR/OSF2.The site is mapped as a Significant Natural Resource Area due to its location within a public water supply Wellhead Protection Area. NR/OSF3.As the proposed project is a redevelopment that does not propose development of any previously undisturbed upland area,the Commission finds the proposed development has no open space requirements. NR/OSF4.While.the Limited DRI review Scoping Checklist recommends review of projects located in Significant Natural Resource Areas,the Commission finds that based on the developed nature of the site that the proposed project need not be scoped for DRI review under the Natural Resources and Open Space sections of the RPP. . Transportation TRF1. The previous development was subject to a DRI decision(F.W.Webb; DRI Exemption decision dated August 21,1997[TR/EX970091)that stated that the previous development had an afternoon peak hour impact of 32 trips per hour.The proposed development will have an afternoon peak hour impact of 26 trips per hour. Therefore,the Commission finds there will be a net decrease in afternoon peak hour traffic and a net decrease in morning peak hour traffic and daily traffic pursuant to MPS TRo.1. TRF2. The Commission finds that,based on no new traffic generation,the project is not required to reduce site traffic pursuant to MPS TR2.1. TRF3. The Commission finds that,based on no new traffic generation,the project is not required to provide traffic congestion mitigation pursuant to MPS TR3.4- TRF4. The Commission finds that,as the proposed project is not expected to generate more than 25 new peak hour trips,no regional intersection would be impacted by 25 or LDRI Decision—Cape Cod Commercial Linen Service,Inc. January 5,2012 Page io of 16 more new peak hour trips.As such,the Commission finds that MPS TR1.2 does not . apply to the proposed project. TRF5. The Commission finds that the project complies with all applicable safety standards in the RPP(MPS TR1.4,MPS TR1.6 and MPS TRi.8). TRF6. As new traffic will not be added to the roadway system as a.result of the proposed project,the Commission finds the proposed project need not be scoped for DRI review under the Transportation section of the RPP. Eneray EF1. The Applicant proposes to install new,.energy efficient equipment that uses less water and energy resulting in water and energy savings. It is estimated that the equipment upgrades the Applicant is proposing will result in reductions of 50%in annual gas use,50%in annual electricity use and 75%in annual water use as compared to baseline facilities operating with standard equipment.In addition,the Applicant is working with the.Textile Rental Services Association of America toward "green laundry"certification. EF2. The Commission finds the project shall be conditioned to require the Applicant to design and construct the project consistent with materials submitted to the record, . including the memorandum from Demand Management Institute dated November 18, 2011. EF3. . The Commission finds the proposed project need not be scoped for DRI review under the Energy section of the RPP. Affordable Housing AHF1. MPS A113.5 states "Redevelopment and Change of Use projects involving nonresidential uses shall receive a credit for the amount of mitigation required based upon the existing use and existing square footage." AHF2. In its May 14,20og DRI decision for F.W.Webb (TRo8025),the Commission' categorized'the existing development as "Warehouse/Distribution"for the purpose of calculating the affordable housing mitigation required under MPS AH3.1,MPS AH3.2 and MPS AH3.5.The Applicant supplied information indicating that due to the industrial nature of the Cape Cod Commercial Linen Service's operations,its primary services include the warehousing and distributing of linens. AHF3. The Commission finds the proposed project can be categorized as f "Warehouse/Distribution"under MPS AH3.1 and therefore,the mitigation credit under MPS AH3.5 equals the mitigation required under MPS AH3.1 and therefore, no affordable housing Is is required. AHF4. The Commission finds the proposed project need not be scoped for DRI review under the Affordable Housing section of the RPP. Heritage Preservation &Community Character HPCCFi. The proposed project is located outside of any historid districts and there are no historic structures or cultural landscapes on the site.On November 1,2011,the Massachusetts Historical Commission determined that"the project is unlikely to LDRI Decision—Cape Cod Commercial Linen Service,Inc. January 5,2012 Page 11 of 16 affect significant historic or archaeological resources.".Therefore,the Commission finds the proposed project is consistent with the Historic,Cultural and Archaeological Resources section of the RPP and need not be scoped for DRI review under this section of the RPP. HPCCF2. The proposed project is located in an industrial area,which does not include any designated scenic areas,does not expand strip development and will not result in any significant alteration of the building or adjacent roadway.Therefore,the Commission . finds the proposed project is consistent with the Project Siting Standards section of the RPP and need not be scoped for DRI review under this section of the RPP. HPCCF3. The Commission finds MPS HPCC2.4(Consistency with Regional Context or Surrounding Distinctive Area),MPS HPCC2.5(Footprints over 15,000 Square Feet) and MPS HPCC2.6(Building Forms and Fagades)do not apply to the proposed project and the massing,form and materials used on the existing building are consistent with the requirements of MPS HPCC2.7.As such,the Commission finds the proposed project need not be scoped for DRI review under the Building Design Standards section of the RPP. HPCCF4. MPS HPCC2.8 requires parking be located to the rear or side of a building or commercial complex.As a redevelopment,the Applicant proposes no changes to the footprint of the building and therefore,the Commission finds MPS HPCC2.8 does not apply to the project. HPCCF5. MPS HPCC2.9 requires redevelopment to significantly improve buffers between parking areas and the street as well as interior parking lot landscaping and MPS HPCC2.10 requires development to implement a landscape plan that addresses the functional aspects of landscaping and requires a maintenance agreement be provided. HPCCF6.. The Commission finds the proposed rain gardens in the northern area of the site are in compliance with MPS HPCC2.10. HPCCF7. The Commission finds the site plan(dated October 21, 2011,revised through December 14, 2011)and Turf and Landscape Management Plan(dated November 15, 2011,revised through December 13, 2011)meet the requirements of MPS HPCC2.9 and MPS HPCC2.10. HPCCF8. The Commission finds the proposed project shall be conditioned to require that the Applicant comply with the revised site plan(dated October 21, 2o11,revised through December 14, 2011)and revised Turf and Landscape Management Plan(dated November 15, 2011,revised through December 13, 2011). HPCCF9. The Commission finds the proposed project need not be scoped for DRI review under the Parking and Landscaping sections of the.UP. HPCCF1o. MPS HPCC2.0 requires that "site lighting and exterior building lights in all development employ"shoe-box"type or decorative,fully shielded fixtures that use a mounting configuration that creates a total cutoff of all light at less than 90 degrees from vertical,provide total cutoff of all light at the property lines,and meet a maximum initial horizontal foot-candle level of not more than 8.o foot-candles, as LDRI Decision—Cape Cod Commercial Linen Service,Inc. JanuarY5,2012 Page 12 of 16 measured directly below the luminaire(s)at grade."The Applicant proposes no changes to the exterior lighting and indicated that,should any exterior lighting be modified or new lighting added in the future,fixtures that comply with the Cape Cod Commission's Exterior Lighting Technical Bulletin will be utilized.As such,the Commission finds the proposed project shall be conditioned to require the Applicant to submit for Commission staff review and approval any proposed exterior lighting changes to ensure consistency with applicable regulations. HPCCFii. The Commission finds the project need not be scoped for DRI review in the Exterior Lighting section of the RPP. CONCLUSION Based on the above findings,the Commission hereby concludes: 1. That the probable benefit from the proposed development is greater than the probable.detriment. 2. That upon satisfaction of the conditions identified in this decision,the proposed project is consistent with the 2009 (as amended) Regional Policy Plan. 3. That the proposed development is consistent with Barnstable's Local Comprehensive Plan and municipal development bylaws. 4. That the Barnstable Town-wide District of Critical Planning Concern does not apply to the project and therefore this criterion is not applicable. CONDITIONS The Commission hereby approves,with conditions,the application of Cape Cod Commercial Linen Service,Inc.as a Limited DRI provided the following conditions,are met: General Conditions GC1. This decision is valid for a period of 7 years and local development permits may be issued pursuant hereto for a period of 7 years from the date of this written decision: GC2. The Applicant shall obtain all necessary federal, state, and local permits for the proposed project. GC3. Failure to comply with,all conditions stated herein,•and with all related statutes and other regulatory measures,and remain in compliance herewith,shall be deemed cause to revoke or modify this decision. GC4. No development work,as the term"development"is defined in the Cape Cod Commission Act,shall be undertaken until all appeal periods have elapsed or,if such an appeal has been filed,until all judicial proceedings have been completed. GC5. Ail development-shall be designed and constructed in a manner consistent with materials and plans submitted to the record and in accordance with the following: LDRI Decision—Cape Cod Commercial Linen Service,Inc. January 5,2012 Page 13 of 16 • Sheet i of 2,Site Plan,prepared by Down Cape Engineering,Inc.,dated October 21, 2oi1,revised through December 28, 2011(attached to this decision as Exhibit A and incorporated by reference) • Sheet 2 of 2,Site Plan,prepared by Down Cape Engineering,Inc.,dated October 21, 2o11,revised through December 28, 2011 • Professional Engineer-certified Stormwater Operations and Maintenance Plan, prepared by Down Cape Engineering,Inc.,dated October 21,2011,revised . through December 28,2011 • Turf and Landscape Management Plan,prepared by Down Cape Engineering, Inc.,dated November 15,2oil,revised through December 13,201E • Memorandum from Demand Management Institute dated November 18,2011 Any deviation to the proposed project from the approved plans,including but not limited to changes to the design,location,lighting,landscaping,or other site work, shall require approval by the Cape Cod Commission through its modification process, pursuant to the Commission's Enabling Regulations.The Applicant shall submit to the Commission any additional information deemed necessary to evaluate any modifications to the approved plans. GC6. Should the Applicant pursue the installation of solar panels on the roof of the existing building,the installation shall be designed and constructed in accordance with the following: • CCCLS, Hyannis,.MA,Roof Mounted 220.57 Kw(959)Module System Drawings, prepared by Fullers Energy, LLC,dated December 21, 2011 Any deviation to the proposed project from the approved drawings shall require approval by the Cape Cod Commission through its modification process,pursuant to the Commission's Enabling Regulations.The Applicant shall submit to the Commission any additional information deemed necessary to evaluate any modifications to the approved plans. GC7. Prior to the issuance of a Certificate of Use/Occupancy for the project,the Applicant shall obtain a Final Certificate of Compliance from the Commission that states that all conditions in this decision pertaining to issuance of a Certificate of Use/Occupancy have been met. Such Certificate of Compliance shall not be issued unless all applicable conditions have been complied with. GC8. The Applicant shall notify Commission staff in writing at least thirty(30)calendar days prior to its intent to seek a Final Certificate of Compliance. Such notification shall include a list of key contact(s),along with their telephone numbers and email addresses,for questions that may arise during the Commission's compliance review. Commission staff shall complete an inspection under this condition,if needed, and inform the Applicant in writing of any deficiencies and corrections needed.The Commission has no obligation to issue any Certificate of Compliance unless and until all conditions are complied with. GC9. The Applicant agrees to allow Commission staff to enter onto the property,which is the subject of this decision,after reasonable notice to the Applicant,for the purpose of determining whether the conditions contained in this decision including those linked to the Final Certificate of Compliance have been met. LDRI Decision—Cape Cod Commercial Linen Service,Inc. January 5,2012 Page 14 of 16 . GCio. The Applicant shall notify Commission staff of any proposed exterior lighting fixture changes and submit exterior lighting plans to the Commission for Commission staff review and approval to ensure consistency with applicable regulations. GC11. If all required building and/or site work is not complete at the.time the Final Certificate of Compliance is sought from the Commission,any work which is incomplete may be subject to an escrow agreement of form and content satisfactory to Commission counsel.The amount of the escrow agreement shall equal 150%of the cost of that portion of the incomplete work,including labor and materials. The escrow agreement may allow for partial release of escrow funds upon partial completion of work. Funds to secure the escrow agreement shall be payable to the Barnstable County Treasurer. Prior to the release.of the escrow funds,the work must be reviewed and approved by Commission staff as completed as required by either this decision,or the terms of the escrow agreement. Unexpended escrow funds shall be returned to the Applicant,with interest,upon completion of the required work. Water Resources WRCi.` Records documenting implementation of the Stormwater Operations and. Maintenance Plan shall be maintained on-site by the identified responsible party, and shall be provided upon written request to the Cape Cod Commission. WRC2. Within one(1)year of receiving a Final Certificate of Compliance,the Applicant shall submit to Commission staff a written report documenting inspection of the site's stormwater management system by a Professional Engineer.The inspection report must include a finding from the Engineer that the system was installed and functions as designed. . WRC3. The Applicant shall not use;treat,generate,handle,store,or dispose of Hazardous Materials and/or Hazardous Wastes,with the exception of Household Quantities or less,pursuant.to MPS WR2.2 and MPS WMi.i. SUMMARY The Cape Cod Commission hereby approves with conditions the application of Cape Cod Commercial Linen Service,Inc.,for a proposed Change of Use of the existing approximately 27,000 square foot building located at 88o Attucks Lane in Hyannis,MA for the relocation and consolidation of the Applicant's operations as a Limited DRI as outlined in this decision pursuant to Sections 12 and 13 of the Act, C.716 of the Acts of 1989,as amended. (Signature on last page) LDRI Decision—Cape Cod Commercial Linen Service,Inc. January 5,2012 Page 15 of 16 - 1 J� Peter Graham, Commission Chair Date COMMONWEALTH OF MASSACHUSETTS Barnstable,ss �, .xyc > 2012 Before me,the undersigned notaiy public personally appeared C (�.-6�04 in his capacity as Chairman of the Cape Cod Commission,whose name is signed on the preceding document, and such person acknowledged to me that he signed such document voluntarily for its stated purpose.The identity of such person was proved to me through satisfactory evidence of identification,which was [� photographic identification with sign7tuissued by a federal or state governmental agency, [� oath.or affirmation of a credible witness, or rsonal knowledge of the undersigned. Notary Public My Commission Expires: GAIL P. HANLEY Notary Public COMMONWEALTH of MASSAC EPfB MY Cwwftsion ExpWes September 28,2018 LDRI Decision—Cape Cod Commercial Linen Service,Inc. January 5,2012 Page 16 of 16 FFBNUnNO AREA_R.G SO—HE BIORETENnW SHRUB PL.SN P.xG BE4E8'JLE' LEGEND - sDE me xAUE 9t. 2 I.... O C51Cx g;SRI e \i\�/ Q III J ;a �oxs R .;� asysa�lwG Do.� R D ncGYYiPti . � �aA ,wr-R6ERRY xsLY Y.. d ,•, _ , ;ATER;mTGrr AG VRnaVTz� - • ,' : mwv v.eNasr.bL- CE.' •••, ....... �' C'rnlC MA4xDLE I ! n vrccc4 It,RSER F.N f_D,D A5Sc 5 3k2.PARCEL 1, ZGUY,:D SLP.ICL:D10:5TRU_ I R_UPHD M,4, I L'v.tOD 'jNUCFGRO..+D EEEC 4 —2O I: t,// J/•`/,I V e mava[ •z'a i Dr EEENAHO4 SIDE'��FRAR`•i JO�. J. '1 co'h r<wcw .•w. :.n>+B.I.m•::Im ca.r.R,t[:zsz eaasA+r,nw'tiil'-:€ E,- >»o I v oa"vuY Bls•fl.rr.e. ' ICP.'D'Y - v +au•t ,':.: I '>/ -.(%! )'/(`I .,,�.2% Cu91cNt TREE }F. EL SIA?E I r 'v 0 '� n/ aG.i� Wcp wSLlroz_z I - G- uAS Vr:C 'M^ICR OF FDEEDG.OK 4620 AGE LLC 1 II11` y,- v.A?R U4C I FEFERENCE:DEED❑�MK 2tfi20 PAGE 9 A mcx -.E- b.,AGTV R C cl'.c aw'11• �"° '/� _�) uau' �� - r Iro it<. •O ) r I \�J EkIST G P AVGD'lDAD11JG/STOR SITE DATA: i; t I `; _ orb c.A, ,.,. -nrs� %I• Po�E :Ai RED.`.5>P i b n m v, Ii ! SETBACKS:-ff.DlU�_....:. ._ - �^!J SCE ZONING m..OF.PEALS-DE OEGLBN, !, ��l i- ✓'i W�Ar�o•� ._ __r 1 �l )PPG:ND.195d-]9 L �I� •,•\8I - a••Fai,s P tivi,. 1 `\II MSt HD//DINER USE:P:U.SlH.SUPLY in BUGE OP.OPOSCJ USE.GIUEo1yy I,W41RY,a;:VIY' PARKNC MCUVAiD U5-I—.LL IAUHORY FG- Y SBSPKES FE uU EPf III } SPACES F_GEE 'FEE ADE IN: I9 DU _ NG Z--. ID P SPADIS SB SPADES (I J'.^ I iI� 3 (1 DAL.LRFP PER 8 SPAr"v) 5 P iR ES RBO .`; 'JN.GENERAL NOTES: f:' �;� �� �••Mu;>Ecalµsr?uci� NE U- I"I � r;-C.__p.,.✓, r —D,-� F»`. � `:�F�N,F,�fla�.,Efl,Esro�KP�r:E,,,'�,,�>�.��. P�o�;°kPzrRr,.s.uw'TD rn 1 srumuu mEmlu'nflaK°Ni . e�-IPT axry x e'.novvv .w raa .is s o.EmA i' -f .," w°Gw'rrAw.�mAa,"Aun smz m w'�u I7j° d �"1 tPspv'4 ,dt 'yi�d�,t[� 1 . 1 Y^`"....••.-.Y I' �� I X�-., v t /' F ET-`J..'�,�� —I-�v�Uu w,mn xanzwMT.mp . 4F" WATER LINE NOTES: U,P�\`�III n --A,l• m dR a I j ' . I V Ia \ 9 B1.BSt gcree `1 A .tfyy' J, `y_..,...- ..,.fir-• >:TxE a _ •� tf rz` 't: i f PACES 1 •�., :,a-r i \,` v - `„-�''� •(c Ek1SZING GRq f /Rl \1 ^'�'l11}„ E/,,•s t'fC PARr w. :w.�ro..,r.wr.rox,«•<.� nE ' _ � \•: `�C J 9:SPA 'S� J't B r ' SITE PLAN HYANNIS, MA ,�,,,,�,,, � • �� � � .T, 4880 Attucks Lane w aG >m ern`:99dr��'TtP I _ ^ w PPEv.Utm roR CAPE COD COMMERCIAL LINEN SERVICE, INC. DATE: DCTOBER 21.2011 •, , ' �' REED. N0 EMBER 15.201/ CLC COMMENTS) - f 1 LC MINEN75 REVISED: DELEMBE0.20.2011(CGL COul.1ENT5 5% R vf, r/,-•'.'c'��' '`IP 1 q'••; ,�;::y,.:� j � down tape engrneeri�g,rna. la d s 9 y s hLII F Rk 1 OF 2 WE,PCRNIT ET,NDr FBI Cd,iiRUCTDN OAIE ..,wltt I0.tAlA,P1.5..F.E. - - �} s -To 3225 MAIN STREET • P.O. BOX 226 - BARNSTABLE, MASSACHUSETTS 02636- (508) 362-3828 ® Fax (508) 362-313b °® www capd,..commission.org COMMISSION Augu Jeffrey Ehart, Own r ' Cape Cod Commerci' Linen Service, Inc. Cl 88o Attucks Lane f yannis,MA 02 11 a ` RE: Request for Final Certificate of Compliance for;Cape Cod Commercial Linen Service Inc., Development of Regional Impact ProjectNumber 7AR 11017 Dear Mr. Ehart, � It was a pleasure meeting with you last week at Cape Cod Commercial Linen Service,Inc.'s°new, location. Thank you for taking the time,to meet with Cape Cod Commission(Commission) staff and to review with them the improvements made at the new facility. ,This letter is in response to written correspondence dated August 9, 2012,submitted by.Attorney` Eliza Cox on behalf of Cape Cod Commercial Linen Service,Inc.,requesting issuance of the Final ' Certificate of Compliance for the Cape Cod Commercial Linen Service, Inc.'s project. ; The Cape Cod Commercial Linen Service,Inc., Limited DRI decision, dated January 5, 2012, requires the project to meet certain General Conditions(GC). GC5 requires, "[a]ll development shall be designed and constructed in a manner consistent with materials and plans submitted to the record..." In addition,GCio,requires the Commission to be notified of any proposed exterior lighting fixture changes. BasedTon Commission staffs review of the development at the site,a z number of items do not meet conditions of the decision including the following: • . Changes"to exterior lighting fixtures were made without Commission review and approval and new fixtures are not in compliance with the Commission's Technical Bulletin 95-001 (DRI,Guidaiice for Exterior Lighting Design). ' • Landscaping,in accordance with approved plans,has not been completed to-date: CUw -In addition,Water Resources Condition#2 requires submittal of awritten report documenting inspection of the site's stormwater management system by a Professional Engineer. Cape Cod Commercial Linen Service,Inc. Page 1 of 2 Given the'facili 's high energy consumption, Commission staff encourages the installation of facility's g gY P � g solar panels on the roof of the building,consistent with GC6 of the Commission's decision. We look forward to working with you to bring the project into compliance with the conditions of the Commission's decision. Please do not hesitate to.contad me with any questions. Sincerely; Jessica Rempel Regulatory Officer Cc: Eliza Cox, Esq.;Nutter McClennen&Fish, LLP, PO Box 163o, Hyannis,MA 026o1-1630 JoAnne Miller Buntich; Director, Growth Management,Town of Barnstable Thomas Perry, Building Commissioner,Town of Barnstable Cape Cod Commercial Linen Service,Inc. Page 2 of 2 east cape engineerin& inc. 44 Route 28 P.O. Box 1525, CIVIL ENGINEERING Orleans, MA 0265.3 LANUSURVEYING LAND COURT - WATER RESOURCES - - � � � - � .. ENVIRONMENTAL - - 508-255-7120 PHONE SITE PLANNING SANITARY CERTIFIED PLANS STRUCTURAL 508-255-3176 FAX WATERFRONT - - - - WEB SITE:www.eastcapeengineering.com C � r CD May 2, 2012To d F i - j Mr. Thomas Perry :w Barnstable Building Commissioner h: 200 Main Streetrn .Hyannis, MA 02601 Re: 880 Attucks Lane, Hyannis Dear Mr. Perry, The interior renovation work at 880 Attucks.Lane in Hyannis for Cape Cod Commercial Linen Services is substantially complete. Enclosed please find a final inspection affidavit from Stephen B.- Sager, PE and a final affidavit from Richard J. Comeau regarding their involvement in the project. The revisions to the. office area as shown on Sheet 1 were not completed: Minor revisions to the existing office plan were made. These revisions included rernoVal of the wall between the manager's office and the comptroller's office and the construction of a .wall between the employee break area and the offices. The remainder of the work outlined in my letter to you February 2, 2012., has been completed. I have enclosed a final affidavit regarding my work on the project. If you have any questions, please feel free to contact me.any time. Sincerely, imothy J. Brad rE/PLS President TB/cb 11-154 THE COMMONWELATH OF MASSACHUSETTS FINAL INSPECTION AFFIDAVIT To the Inspectional Services Commissioner: Re: Cape Cod Commercial Linen Service 880 Attucks Way, Hyannis MA 20601 I certify that I or an individual under my direct supervision have inspected the work associated with the referenced project, having visited the site several times throughout the construction period. To the best of my knowledge, information, and belief, the work as outlined in a letter to you dated February 2, 2012, conforms with the permit and plans approved by the Inspection Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Refer also to a letter dated May 2, 2012. Engineer Name: Timothy J. Brady, PE/PL Company Name: East Cape Engineering, Inc. Address: 44 South Orleans Road, Orleans, MA 02653 Mass. Registration Number: 39769 On this o�n� day of h(a , before me, the undersigned notary public, personally.appeare =y-vloj�jU `,� �a , proved to me through satisfactory evidence of identification, which was-Pcr,1zn� to be the person whose name is signed on the preceding or attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his knowledge and belief �,,="+` ` ,w Ctj =FA LEY lic ,,� +•;,� 4 , COMSSACHUSETTS = w -,,Expires016 .7, r,u.1• ` Notary Public FT#10 1/87 FAST TRACK BUILDING PERMIT PROGRAM FOR COMMERCIAL OFFICE BUILDINGS FINAL INSPECTION AFFIDAVIT To the Inspectional Services Commissioner: Re:(Address) Cape Cod Commercial Linen Service— 880 Attucks Way, Hyannis MA (Ward) (Application No.) I certify that I or an individual under my direct supervision have inspected the work associated with the referenced project, having visited the site at least once a week throughout the construction period. To the best of my knowledge, information, and belief, the work conforms with the permit and plans approved by the Inspection Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Engineer Name: Stephen B. Sager, P.E. Company Name: S.B. Sager& Associates, Inc. Address: 2 Canton Street, Suite B-229, Stoughton MA 02072 Mass. Registration Number: 38799 On this 30t" day of April , 20 12 , before me, the undersigned notary public, personally appeared Stephen B. Sager, P.E. , proved to me through satisfactory evidence of identification, which was personally known , to be the person whose name,is signed on the preceding or attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of(his) (her) knowledge and belief. OF 8,pCyG GARB' v ry Public cAL AL Notmy pdm COWAOMAUNC4 11075 final aff i davit043012.mj s FINAL AFFIDAVIT THE COMMONWEALTH OF MASSACHUSETTS ON THIS 30 DAY-OF April,2012 -BEFORE ME, *eL i A NOTORY PUBLIC DULY COMMISSIONED AND QUALIFIED-FORT-HE CO - ONWEALTH-OF MASSACHUSETTS,PERSONALLY APPEARED Richard J Comeau WHO BEING DULY SWORN, DEPOSES AND SAYS THAT HE HAS SUPERVISED THE CONSTRUCTION OF 880 Attucks Lane, Hyannis (STREET ADDRESS) HVAC/Plumbing UNDER PERMIT# 2012 01 207 AND THAT THIS STRUCTURE CONFORMS TO THE SUBMITTED PLANS AND TO THE CODES OF THE Town of Barnstable AND THE COMMONWEALTH. (CITY OR TOWN) FURTHER,THAT ALL REQUIRED APPROVALS AND MATERIAL AFFIDAVITS HAVE BEEN SUBMITTED;AND THAT THERE ARE NO VIOLATIONS OF LAW OF ORDERS OF THE DEPARTMENT OF PUBLIC PENDING. I,AS THE AFFIDAVITTED,MECHANICAL ENGINEER HEREBY CERTIFY THAT I HAVE, ON THIS DATE, April 27,2012 , INSPECTED THE PROPERTY LOCATED AT 880 Attucks Lam, Hyannis ,AND FIND THAT THE LOCUS COMPLY WITH MY PLANS (STREET ADDRESS) AND SPECIFICATIONS AND ALL RULES AND REGULATIONS OF THE CODES OF THE COMMONWEALTH. THERE II REQUEST A CERTIFICATE OF OCCUPANCY FOR THE ABOVE ADDRESS. be9Ilk � - 4715t f4, ORIGINAL SIG ATURE& SEAL DATE Ij tt SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 20 1�- KATHLEEN O'KEEFE Notary Public f COMMONWEALTH OF MASSACHUSETTS My Commission Expires September 01, 2017 NOTARY PUBLIC MY COMMISSION EXPIRES; no�f ARCHIVED SPECIFICATIONS Year : o Project Name: Ce", Project Address: IWO 7�--M C& Map & Parcel # '3/a — D J� Permit number, if assigned cp--D Permit date: Per Tom Perry, these pecification books must be kept indefinitely. Check with the Commissioner before discarding any of these documents. They can be moved to storage if needed. Archived Specs PROJEIC - c- NAME; InGU�`� - . . cov-� ADDRESS: r G PERMIT# a� a d ) S PERMIT DATE: fG{- M/P LARGE ROLLED PEAKS A BOA SLOT � f Data entered in MAPS, rog axn on: By:- t •. �t �w Sign TOWN OF BARNSTABLE Permit * BARNSTABLE, MASS. 9�AtF�:yg. A Permit Number: Application Ref: 201200245 20070701 Issue Date: 01/17/12 Applicant: Proposed Use: STORAGE WAREHOUSE &DIST Permit Type: SIGN PERMIT Permit Fee $ 200.00 Location 880 ATTUCKS LANE Map Parcel 312031.. Town HYANNIS Zoning District 1Np s Contractor PROPERTY OWNER - Remarks 2 WALLS SIGNS 100 SQ SF EC CC COMMERICAL LINEN SERVICE Owner: RAM.CONSTRUCTION LLC _ Address: 160 MIDDLESEX TURNPIKE BEDFORD, MA 01730 Issued By: PC POST THIS CARD SO THAT IS VISIBLE FROM THE STREET AN 6 ,oFTME r Town. of Barnstable " . Regulatory Services 9$ 1MASS Thomas F. Geiler, Director K " Building Division Tom Perry, Building Commissioner , 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us DlAoo zt(S Office: 509-862-403 8 Fax: 508-790-623 0 Permit# Building Official approving APplica.tion for Sign Permit Applicvit Assessors No. C/gpr Goo GOrLr94�,G'� Douig Busiihess As: L IA ,u ��.�✓� ip Sign Location Telephone No.- =7�— ' Street/Road:• Zoning District:_ /A/0. Old Sings Highwayt� Yes H • � Taniis Historic Districts' Yesep Property Owner N-ime: .� Lr Telephoie: L Address: /6l /VJic�ra/ r /a Village: V��� j �- -?jSign Contractor 1� 7� Name: Tele hone: - G p Mllihhg Address:_ //) i4�'4/0 1 �" �l% Descnpthon Please follow the cover directions. You must have an accurate rendition of sigh with dimehhsioiis vhd location. Is the sign to be electrified? �e /No (Note.11 yes, a rvinvgperm!t is required) Width of building-face-eft. x 10=�x.10=` �Zl� � �JG2J5' �`/mil✓ S. Check one Reface existing sign or New 2 Total S . Ft proposed osed si q . P p (s)-2� , llyou lea ve additro�lal s is please attarll a sheet Irstvlg=cll oile with dimellsious If refacing an existing sign•please provide a picture of the existing sign with dimensions. I hereby certify that I am the owner or that I.have die authority of the owner to make this applicatiohh, that the uiformation is correct and that die use aihd constructioih slain cohhfonn to die provisioihs of §240-59 dirough §2/10-89 of the Town of Banistablc Zoning Ordiihmhce. Signature of Owner/ orized t: /r`�^%� Date �Z r Ali���■ �I■ - �M��■ �1f1/��"�■:r;M IL I Rit� x S ► �s. a { •'t 4_ I i y M1 M • •Y.. R�.. fad �t.. » �, 4 �4 Y i� y M fir.. r l •� � T' 4 7 r i ffA�� CONTACT- • PHONE: FILENAME: APPROVED BY. +' F THE ABOVE DESIGN IS THE PROPERTY OF CAPE AND ISLANDS SIGNS A MAYND NOT BE DUPLICATED OR - : _ USED WITHOUT EXPRESS WRITTEN CONSENT. CH,ARGR FOR DESIGNS USED WITIIUUT PERM/SS/QN.' S.5'QQ•QQ ;} D Li Dc� u (� lo �� ► � � L � ��' i ��� i� ,i fib ���I i'g 8 �a I Its in - i i h ieKlWi�rrYrllY+��.wiur+efw • ry $S4 Existing Sig4 µ � � � � ,� i- , t ,•�, eta 51 x 20 e . w 100 sq. ft. �A a- . DATE: Wednesday, January 04, 2012 CLIENT. CONTACT PHONE: . FILENAME: _ _ APPROVED 6Y: 103 ENTERPRISE RU, MAWS, NIA 02601 ®� '`o� � e�� � r . + • y►�+ [fie Q� � . [e,�- 508-8 1 5-343 �.7 1 e '' ' ' Cx�+ H a2w Mai MIA 02EB239M I r f ¢ r r E S t ! v r f"'^xL`+", �( � ddr _• - ...*"e " Tn71 d.n•1�t�� �� a .d ry yu �M •yy. 7 w i�i' ;l - ,i!a"V+,,,--._ _.- TM a *rai - •_ yS t1 w a c _ r J' 4f - ".�' ...Cds•'a,�s+-......�. ..r c'x^' ".` ytf x .. r - � •-.le+a+,.� :,.wac..J.P.s L�ti..--m,,th J3.,.sr. �'.L 4 r m x ' k o , y y D D DATE: Wednesday,,January 04, 2012 CLIENT: CONTACT: PHONE: _ FILENAME: APPROVED BY: 103 ENTERPRISE RIB.; HYANNIS, MA 02601 ISM M®w 912119immp @M m m . m m m moffin(m 505-315-3431 an M mmm MAM mma maw=mam MB OMFOMEMMM Ip i I $ f e • " � ¢ � � f ..�. �,.v.. �"�;"�%t � .�.t-�.+��it.,,;. ��.t ��..�..-� �r-r•---•tom-qZ ye + `� s�..... 1� L`I" V -Vr •�Wt � ��1. E 4 - it ¢ w i � a , DATE: Wednesday, January 04, 2012 CLIENT CONTACT: PHONE: FILENAME: APPROVED BY: 103,EN T`MPRISE RD., HYANNIS, MA 02601 508-815-3431 ran e :3� C (B . � Town .of Barnstable Building Department - 200 Main Street E AMSTMLE, 9 Hyannis, MA 02601 MASS $ 163� , (508) 862-4038 Certificate of Occupancy Application Number: 201201768 CO Number: 20120100 Parcel ID: 312031 CO Issue Date: 07127/12 Location: 880 ATTUCKS LANE Zoning Classification: INDUSTRIAL DISTRICT - Proposed Use: STORAGE WAREHOUSE & DIST Village: HYANNIS Gen Contractor: DAVENPORT, DEWITT P Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: Gj 2 Building Department Signature Date Signed TOWN OF BARNSTABLE ■- ■ tHE Te - ti B u'l�alr n g 2-01201758Permia BRN ASTABLE, Issue Date: 04/05/12 MASS. 163 Applicant: DAVENPORT DEWITT P pp Permit Number: B 20,120768 Proposed Use: STORAGE WAREHOUSE&DIST Expiration Date: 10/03/12 Location 880 ATTUCKS LANE Zoning District ,IND Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 312031 Permit Fee$ 189.28 Contractor DAVENPORT,DEWITT P Village HYANNIS App Fee$ 100.00 License Num 012060 Est Construction Cost$ 20,800 Remarks -- - — -- - � APPROVED PLANS MUST BE RETAINED ON JOB AND INSTALL EQUIP FROM OTHER LOC,INSTALL 10' 5/8" SHEETROCK. THIS CARD MUST BE KEPT POSTED UNTIL FINAL ARRANGE OFFICE SPACE AND 3 NEW METAL STUD WALLS 5/8 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: RAM CONSTRUCTION LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 160 MIDDLESEX TURNPIKE INSPECTION HAS BEEN MADE. BEDFORD,MA 01730 (�L.-i_�.� Application Entered by: PR Building Permit Issued By: THIS-PERMIT-CONVEYS NQ RIGHT TO OCCUPY ANY STREET ALLEY OR SIDEWALK OR ANY PART TfiEREPF EITfI,ER TEMPORARILY OR-PER NENTLY ENCROACHMENTS ON PUBLIC PROPERTY N0 y s rxx 'd,. td Fa SPEoFICALLY�PERMITTED UNDER THE BUILD"CODE Mt§tT BS APPROVED'BY THE JURISDICTION`:•STREET OR ALLEYsGRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC;SEWERS MAY BE'� OBTAINED FROM THE DEPARTMENT OF PUBLIC'WORKS THE ISSUANCE OF§THIsPSRMIIT DOBS'NOT RELEASE•THE APPLICANT:FROM THE CONDITIONSOE ANY APPLICABLE SUBDIVISION • RESTRICTIONS; a , MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED., 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.,PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FqR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED'UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT,WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2y 31,fz dr. S Fy' 3 .h �f 1 Heatinkinspe&ion Approvals Engineering Dept 4 Fire Dept 2 n .A C9 A:$ Board al h TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map _ l Parcel Application # �0 C;2!:151 k Health Division Date Issued Conservation Division =y Application Fee /�� � Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board ��--- Historic - OKH _ Preservation / Hyannis Project Street Address ��� "eZ6 Village Owner Address Telephone - — Permit Request �S Square feet: 1st floor: existing ago &roposed 2nd floor: existingproposed Total new Zoning Districts Flood Plain Groundwater Overlay Project Valuation a`O,9e"_6 Construction Type Lot Size �v ny _5ie Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family'. ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑ It Yes <(# On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 3 new Half: existing new Number of Bedrooms: 4__1) existing _new Total Room Count (not including baths): existing new O First Floor Room Count Heat Type and Fuel: &'nGas ❑ Oil ❑ Electric ❑ Other Central Air: 94s ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: 00=existing &-newc-Jsize_ Attached garage: ❑ existing 0 new size _Shed: ❑ existing ❑ new size _ Other "Z-1. NO r7i Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# A/ Current Use a e Proposed Use .r i APPLICANT INFORMATION_ (BUILDER OR HOMEOWNER) Name z U Telephone Number Address ALLicense # 7x_ ZY'Fe la®4 6"� Home Improvement Contractor# /h�lJo2 /�l ✓ �rv5� ����/��O L e Worker's Compensation # �� ALL.CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE C DATE Z ra *, FOR OFFICIAL USE ONLY �. F APPLICATION# { u DATE ISSUED t 4 , I, MAP/PARCEL NO. s f k ADDRESS VILLAGE OWNER a DATE OF INSPECTION: .FOUNDATION y FRAME INSULATION i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:— ,-,:- ROUGH t r•,y FINAL ,:,FINAL BUILDING I _DATE CLOSED OUT ASSOCIATION PLAN NO. f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 . V. www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Orgai&ation/individual): c�C� .Address: 40 A l %IAJ �f1� City/State/Zip:k7 : Phone.#: .Are you an employer?Check the appropriate box: Type of project(required):.. L❑ I am a employer with •4. [] I am a general contractor and i employees(full and/or part-time).* have hired the sub=contractors 6. �E]FNemconstruction2.ElI am a'sole proprietor or partner- listed on the-attached sheet. 7. odeling ship and have no employees These sub-contractors have g• Demolition working for me in any capacity. employees and have workers' . ' co .,insurance.$• - 9. D Building addition [No workers comp,insurance 5. a are a co oration and its 10.❑Electrical repairs or additions required.] rP 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions Myself. [No workers' comp. right of exemption per.MGL 12.❑Roof repairs. insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: Policy#or Self-ins.Lic.# ExpirationDate:,,_,gdZ,Z Job Site Address: Z�d /�` Z1 /9Kk1a City/State/Zip: Awl' Attach a copy of the workers' compensation policy-declaration page'(showing the policy num6er and expiration date). t Failure.to.secure coverage as required under Section 25A of MGL c.'152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as,well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under the pams-and penalties of perjury that the information provided above is true and correct: Date: ,Phone# ?A04'• Official use only. Do not,write in this area,.to be completed by city or town official City or Town: Permit/License# - Issuing Authority(circle one): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#:' AC p" OP ID:EE �- CERTIFICATE. OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 03/14/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policypes) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to.the certificate holder in lieu of such endorsements. PRODUCER 610-279-8660 CONTACT The Addis Group,Inc. NAME: 2500 Renaissance Blvd.Ste 100 610-279-8543 PHONE FAX King of Prussia,PA 19406-2772 E MAID° Ems' A/c No): Jeffrey A.Grebe ADDRESS: USTOMER to :DAVEN-1 INSURERS AFFORDING COVERAGE NAIC# INSURED Davenport Building Co. INSURER A:American Zurich Insurance Co. 40142 c/o Davenport Realty Trust INSURER INSURER American Insurance Co. 16535 Stephen Aschettino 20 North Main St. INSURERC: South.Yarmouth„MA 02664 INSURER INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD, INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUB LTR TYPE OF INSURANCE POLICY NUMBER 77ff;; IYYYYI LIMITS GENERAL LIABILITY URRENCE $ COMMERCIAL GENERAL LIABILITY Ea occurrence $ CLAIMS-MADE OCCUR EX (Any one person) $ L&ADV INJURY $AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY JFCT PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 BAP8196256 03/01/11 03/01/12 X ALL OWNED AUTOS BODILY INJURY(Per person) $ SCHEDULED AUTOS BODILY INJURY(Per accident) $ PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS $ X 250 Comp UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE' $ DEDUCTIBLEH $ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY XTORY LIMIT A ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC8196024 03/01111 03/01J12 E:L.EACHACCIDENT $ 1,000000 NA I and OFFICER/MEMBER EXCLUDED? / , Mandatory In E.L.DISEASE-EA EMPLOYEE $ 1,000,000 f yes,describe under i DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 9 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) i CERTIFICATE HOLDER CANCELLATION EVIDEN1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPARTMENT AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD 4 �taauchu,ctt. - Department fit'Public Safm 9 � Bom-d of Buildin; Reutdatinn.ant! Standards g Construction Supervisor License License: CS 12060 DEWITT P DAVENPORT 20 N MAIN ST S YARMOUTH, MA 02664 } t b Expiration: 11/24/2013 ( fill]issilaur Tr#: 7314 Office of Consumer Affairs and Busmess.Regulation 10 Park Plaza'- Suite 5170 - Boston, Massac -�y setts 02116 • HQI:T1,E ImprQ.mpraent<, , fza tar.Re9 gration Registration: 106024 Type: Trust ` w Expiration:_ 7121120.12 Tr# 298453 pAVENPORT BUILDING COMPAfV' •Dewitt`�Davenport ° • -20. h a .. � :Mort M�aln=��Street,.��• ..: :� South Yarmouth MA• - _.. .• _ . 02664 i sWP''d@N'?.fi$Je Update kddress'and return card ,mafk reas6n for chanige. DPS-CAI C, 50M-04/04.G101216 a r Address ' Q•Renewal O-Employment Q Lost.Card''- Office' of Consumer Affairs&B siness Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: _ Registration: �6024 Type: Office of Consumer Affairs and Business Regulation Expiration: tZ,2612 Trust 10 Park Plaza-Suite 5170 DA 'NPO RT B Boston,MA 0211T6U(� :Ill'.<-. 'pg TRUST Dewitt Davenport - 20 North Main Sire South Yarrrioufh;MA a��6-,��iv'W Undersecretary C)Not valid thout s' nature . Massachusetts Department of Environmental Protection Bureau of Waste Prevention o Air Quality J10014U97 Decal Number #� BWP AQ 06 Notification Prior to Construction or Demolition Wwtn p rfilling out A. Applicability forms on the computer,use only the tab key A Construction or Demolition operation of an industrial,commercial, or institutional building, or to move your residential building with 20 or more units is regulated by the Department of Environmental Protection cursor-do not use the return (DEP), Bureau of Waste Prevention-Air Quality Control Regulations 310 CMR 7.09. Notification of key. Construction or Demolition operations is required under 310 CMR 7.09(2)ten(10)days prior to any work being performed.The following information is required pursuant to 310 CMR 7.09. B. General Project Description 1. a.is this facility fee exempt-city,town, district, municipal housing authority, owner-occupied instructions residence of four units or less?E]Yes ❑✓ No 1.All sections of b. Provide blanket decal number if applicable:this form must be Blanket Decal Number completed in order to comply with the 2. Facility Information: Department of Environmental CAPE COD COMMERCIAL LINEN SERVICE, INC Protection a.Name notification 1880 ATTUCKS LANE requirements of b.Address 310 CMR 7.09 HYANNIS JIVIA 102601 c.Cityffown state Zip 5081715076 f.TeleDhone le and Mdension) E-mail Address(optional) 26600 2 h.Size of Facility in Square Feet i.Number of Floors j. Was the facility built prior to 1980? ❑ Yes ❑Q No k. Describe the current or prior use of the facility: WAREHOUSE FOR PLUMBING SUPPLY COMPANY 1. Is the facility a residential facility? ❑ Yes ❑✓ No �o m. If yes, how many units? Number of Units 3. Facility Owner: N CAPE COD COMMERCIAL LINEN SERVICE, INC. �o a.Name 0 845 W MAIN STREET b.Address HYANNIS MA F02601 �oCbff-Qmme i 0 15087715076 f.Telenhone Number(area code and edan.9 a.E-mail Addmss(oplional) t7 JEFFREY EHART �Q h.Onsite Manager Name agO6.doc•10/02 BWP AQ 06•Page 1 of 3 I b - Massachusetts Department of Environmental Protection Bureau of Waste Prevention •Air Quality �00�4349� Decal Number BWP AQ 06 Notification Prior to Construction or Demolition General B. General Project Description cunt.Statement:If � p asbestos is found during a Construction or 4. General Contractor: Demolition DAVENPORT BUILDING COMPANY operation,all Name responsible parties a. must comply with 120 NORTH MAIN STREET 310 CMR 7.00, b.Address 7.15,and Chapter 21 E of the S YARMOUTH MA —� 02664 Chapter General laws of c.C' frown d.State e.ZiD Code the Commonwealth 15083982293 amillett@thedavenportcompanies.com This would include; f.Tele hone Number area code and extension but would not be .E-mail Address(optional) limited to,filing an IRONALD ALEXANDER asbestos removal h.On-site Manager Name notification with the Department and/or a notice of release/threat of release of a C. General Construction or Demolition Description hazardous substance to the 1. Construction or demolition contractor: Department,if applicable. JDAVENPORT BUILDING COMPANY a.Name 20 NORTH MAIN STREET b.Address S YARMOUTH IMA I 22664 c.Ci !Town d.State e.Zip Code 5083982293 amillett@thedavenportcompanies.com f.Telephone Number area code and extension .E-mail Address o tional RONALD ALEXANDER h.On-site Manager Name 2. On-Site Supervisor: RONALD ALEXANDER On-Site Supervisor Name 3. Is the entire facility to be demolished? ® Yes ✓® No N �0 4. Describe the area(s)to be demolished: � O 35 LINEAR FEET OF METAL STUD AND SHEETROCK 5. If this is a construction project,describe the building(s)or addition(s)to be constructed: 0 CHANGING THE LAYOUT OF THE OFFICE SPACES � =0 �Q ag06.doc-10102 BWP AQ 06-Page 2 of 3 L7F tMassachusetts Department of Environmental ProtectionBureau of Waste Prevention • Air Quality' Decal Number BWP AQ 06 Notification Prior to Construction or Demolition C. General Construction or Demolition Description (cont.) 6. a. If this is a demolition project,were the structure(s) surveyed for the presence of asbestos containing material (ACM)? ❑ Yes ❑Q No If yes,who conducted the survey? b.Survevor Name c.Division of Occupational Safety Certification Number 7. Construction or Demolition: 3/14/2012 _ � 3/2312012 a.Start Date(mm/ddlyyyy) b.End Date(mm/dd/yyyy) 8. a. For demolition and construction projects, indicate dust suppression techniques to be used: ❑ seeding ❑ paving❑ wetting ❑ shrouding b. If other, please specify: ❑✓ covering ❑ other 9. For Emergency Demolition Operations, who is the DEP official who evaluated the emergency? NA a.Name of DEP Official NA b.Title c.Date mm/dd/ of Authorization NA d.DEP Waiver Number D. Certification c') I certify that I have examined the RONALD ALEXANDER �o above and that to the best of my a.Print Name ®o knowledge it is true and complete. JAnn Millett The signature below subjects the b.Authorized Signature _-N signer to the general statutes PROJECT MANAGEWR .......==o regarding a false and misleading c. osi ion e =o statement(s). DAVENPORT BUILDING COMPANY d.Re resentin 3/1/2012 e.Date(mm/dd/yyyy) ---------------- common==Q ag06.doc•10/02 BWP AQ 06•Page 3 of 3 Town of Barnstable Regulatory Services . a�axsrea[.L. MASS Thomas F.Geiler,Director En .� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnsta ble.ma.us' Office: - _ . Fax.-508-790-6230- Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property ' hereby orize / l to act on my behalf, in all matters relative to work authorized by this building permit (Address of Job) *Pool fences and alarms are the responsibility of the applicant. Pools_. are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner S• l tare ofpplicant I �. Print Name _ Jt Name Date` QYORM&OWNERPERMISSIONPOOLS i Town of Barnstable Regulatory Services BARtvsT"LE, * Thomas F.Geiler,Director 9`bArEA � Building Division - Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS:. city/town state zip code The curient exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1). The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner s Approval of Building Official . r `• a } ; , .Y ` Note: Three-family dwellings containing 35,060 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMMON The Code states that: "Any homiVvvNPp'ek-6#-jng work for wficfkaQjlding permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supe"rvisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." ` Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible.. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may caret amend and adopt such a form/certification for use in your community. Q:forms:homeexempt r The Commonwealth of Massachusetts William Francis Galvin -... . Page 1 of 3 The Commonwealth of Massachusetts William Francis Galvin I Secretary of the Commonwealth, Corporations , Division' One Ashburton Place, 17th floor Boston, MA 0210871512 Telephone: (617) 727-9640 THIS IS IT, LLC Summary Screen Help with this form Re. uest aGertifiaate ! The exact name of the Domestic Limited Liability Company (LLC): THIS IS IT, LLC Entity Type: Domestic Limited Liability Company_(LLC) Identification Number: 001070635 :_n Date of Organization in Massachusetts: 01/27/2012 y The Location of its principal office: No. and Street: 880,ATTUCKS LANE City or Town: HYANNIS State: MA, Zip: 02601 , Country: USA, If the business entity is organized wholly to do business outside Massachusetts,;. the location of that office: No. and Street: . City or Town: State: Zip: Country: The name and address of the Resident Agent: Name: D. JEFFREY EHART No. and Street: 880 ATTUCKS LANE City or Town: HYANNIS State: MA Zip: 02601 Country: USA The name and business address of each manager: Title Individual Name Address (no Po Boz) First, Middle, Last, Suffix Address, City or Town,.State, Zip Code MANAGER D. JEFFREY EHART 880 ATTUCKS LANE HYANNIS, MA 02601 USA MANAGER ANNE T. EHART 880 ATTUCKS LANE HYANNIS, MA 02601 USA http://corp.sec.state.ma.us/corp/corpsearch/CorpS earchSummary.... 3/29/2012 The Commonwealth of Massachusetts William Francis Galvin.-.-.. Page 2 of 3 The name and business address of the person in addition to the manager, who is authorized to execute documents to be filed with the Corporations Division. Title Individual Name f Address (no Po Box) J First, Middle, Last, Suffix Address, City or Town, State, Zip Code SOC SIGNATORY D. JEFFREY EHART 880 ATTUCKS LANE 'HYANNIS, MA 02601 USA SOC SIGNATORY ANNE T. EHART 880 ATTUCKS LANE HYANNIS, MA 02601 USA The name and business address of the person(s) authorized to execute," acknowledge, deliver and record any recordable instrument purporting to affect an interest in real property- Title Individual Name Address_(no PO Box) First, Middle, Last, Suffix Address, City or Town, State, Zip Code REAL PROPERTY D. JEFFREY EHART 880 ATTUCKS LANE HYANNIS, MA 02601 USA REAL PROPERTY ANNE T. EHART ., 880 ATTUCKS'LANE _ - HYANNIS,.MA 02601 USA Confidential.= Does Not Require Consent'' Manufacturer, Data Annual Report Resident` For Profit Merger Allowed Partnership Agent Select a type of filing from below to view this business entity filings: ALL FILINGS .4 Annual Report Annual Report-Professional Articles of Entity Conversion _ Certificate of Amendment View Filings * :New Sear h � Comments http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary...-. 3/29/20'12 f The Commonwealth of Massachusetts William Francis Galvin -... Page 3 of 3 ©2001 - 2012 Commonwealth of Massachusetts All Rights Reserved Help A http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.... 3/29/2012 east cape engineering inc. 44 Route 28 P.O. Box 1525 CIVIL ENGINEERING Orleans, MA 0265.3 LAND.SURVEYING WATER RESOURCES - LAND COURT- ENVIRONMENTAL 508-255-7120 PHONE SITE PLANNING SANITARY - CERTIFIED PLANS STRUCTURAL - 506455-31176 FAX - WATERFRONT WEB SITE:www.eastcapeengiheering.com February 2 2012 Mr..Thomas Perry Barnstable Building Commissioner 200 Main Street Hyannis, MA 02601 Re: 880 Attucks Lane, Hyannis Dear Mr: Perry, Enclosed please find building plans for Cape Cod Commercial Linen Services, Incorporated for 880 Attucks Lane, Hyannis: It is intended to convert the existing building for use as a commercial laundry. Enclosed find plans for mechanical; electrical and office area renovation. The building is a.steel-frame building and is fully sprinklered. No structural changes are proposed to the building. No changes will be made to the areas designated as wash room and dryer room other than the installation of equipment. The office area is to be remodeled as shown on the office area renovation plan. The exterior walls to the washroom and dryer room areas will be provided with metal studs and 5/8" fire code sheetrock to a height of 10 feet. The exterior walls.will be insulated with spray-in foam insulation. Insulation above the fire code sheetrock will be painted with intumescent paint. Please review the enclosed paperwork and contact me with any comments or questions. Sincerely; tH OF MAS S� Sq `�. TIMOTHY J. - Bf2ADY N; CIVIL Timothy J. Brady, PE/PLS No.397690 President SS�OPiAI E FT#5 1/87 FAST TRACK BUILDING PERMIT PROGRAM FOR COMMERCIAL OFFICE BUILDINGS DESIGN AFFIDAVIT (ARCHITECT/ENGINEER) To the Inspectional Services Commissioner: Re:(Address) Cape Cod Commercial Linen Service—880 Attucks Way, Hyannis MA (Ward) (Application No.) I certify that to the best of my knowledge, information and belief: (a) the plans conform to the Massachusetts State Building Code and Local Zoning Code, and all other applicable codes, laws and regulations; (b) the proposed work does not constitute a substantial alteration of an existing building; (c) the proposed work does not involve a change of use, as defined in the Local Zoning Code and Massachusetts State Building Code; (d) the structural alterations and floor loading shown on the plans comply with the Massachusetts State Building Code; (e) the plans conform with applicable fire codes and that if required, the installation of fire alarms, smoke detectors, etc. have been or will be provided and indicated on the plans and specific; accordance with the code. yG .. CIO, Engineer Name: Stephen B. Sager, P.E. AL Company Name: S.B. Sager&Associates Inc. Address: 2 Canton Street, Suite B-229, Stoughton MA 02072 Mass. Registration Number: 38799 On this I't day of February , 20 12 , before me, the undersigned notary public, personally appeared Stephen B. Sager, P.E. , proved to me through satisfactory evidence of identification, which was personally known , to be the person whose name is signed on the preceding or attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of(his) (her) knowledge and belief. N t 'j P,'ali`lic +ir L y - NOW pubft twEurn O My Commission Expires Mqus127,2015 r 1075designaffidavit020112.MJS - - - Revised 01/12 �. 07 . CORWIN&CORW IN LLP. Attorneys At[aw ,Deere M oox�vnv (TALLY t:onwnu out wsshin&u nun Boston,Mgwchusetts 0210&2693 J A v JIZtiN1Fe8,M.Goce F.DWQV J.FIiRB�ONDEMIUgg I(A7'HRYN liAGUCC!LYNCH Tel:6179742.3420 Fix:W-742.2331 DAVID L WOMN NORMAN BROWN JOHN M.CURRAN• Alm admkted In NH Zm nz smd®corwinMa.Com CAROLYN M.FRANCIWO Also odmkrod In RI CHARIM F.AMEM m QYC—d RMANUM K BARDAKE JERROLD A.OLANOFF PnM 3.GAGNE July 10,2012 Town of Barnstable Building Division 200 Main Street Hyannis,MA 02601 RE: 880 Attacks Lane,Hyannis Can you please send me a list of all permits and the names.of the permit applicants issued for premises located at 880 Attucks Lane in Hyannis from January 2012 to May 2012? I would appreciate receiving this information as soon as possible and preferably by fax(617-7427 2331). Thank you in advance for your assistance. Paralegal BY FAX , , pw ...i ,......, •re�> ., r«..�..r >. ?.-,, 7,. n e_cx. .y we�..tir .. :x�s. ,.,is:. ,. ,a. ..s.. ,::o- ; � p,,�. -..w. ,.. .�, -,._ :_ t;., d�-k '* t a�;. 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Pr,.o ect Act y: '� �,...,� ,�.•: ,:: ..::, �. >.� � � RR. ,.-:,PP<,. .. ....,.,. „a �..... ...'�. ��� � ..fS... r. ..r,�;*:._ _ . ....,..., +.. ... .�,. ...._..... .-, .,... - 201101706 ELECTRIC COMM MINOR HYANNIS POPE, JOHN D&DEVINE, WILLIAM ACTIVE APPLICATION 04/0112011 201102141 ELECTRICAL COMMERCIAL HYANNIS RAM CONSTRUCTION LLC ACTIVE APPLICATION 0412612011 201200245 SIGN HYANNIS RAM CONSTRUCTION LLC APPROVED NO INSPECT REQ... 0111712012 201201207 PLUMBING COMMERCIAL HYANNIS RAM CONSTRUCTION LLC ACTIVE APPLICATION 03102f2012 k 201201304 ELECTRICAL COMMERCIAL HYANNIS RAM CONSTRUCTION LLC CLOSED APPLICATION 0310712012 201201312 GAS COMMERCIAL HYANNIS RAM CONSTRUCTION LLC 03108j2012 201201758 COMMERCIAL ADDITION ALTERATION HYANNIS RAM CONSTRUCTION LLC ACTIVE APPLICATION 0312612012 DAVENPORT,DEWITT P 201201782 ELECTRICAL COMMERCIAL, HYANNIS' RAM CONSTRUCTION LLC` ACTIVE APPLICATION 03128/2012 . 201202512 ELECTRICAL COMMERCIAL HYANNIS RAM CONSTRUCTION LLC ACTIVE APPLICATION , 0510112012 201202906 ELECTRIC COMM MINOR' y HYANNIS RAM CONSTRUCTION LLC' CLOSED APPLICATION 05117/2012 35188 COMMERCIAL ADDITION ALTERATION HYANNIS POPE, JOHN D&DEVINE,'WILLIAM ACTIVE APPLICATION 1210411998 CONTRACTOR UNKNOWN 36612 PLUMBING RESIDENTIAL; HYANNIS POPE, JOHN D&'DEVINE; WILLIAM CLOSED APPLICATION 02 f 2211999- JOSEPH A SKOMURSKI �1 40212 �ILECTRIC RES. ADD/ALTER HYANNIS POPE,JOHN D&.DEVINE,WILLIAM CLOSED APPLICATION 0810411999, J.C.LENTINE ELECTRIC SERVICE INC. 41364 ELECTRIC RES. ADDIALTER HYANNIS POPE,JOHN D&DEVINE, WILLIAM CLOSED APPLICATION 0912811999 ARONSON ALARM fig 41759 SIGN x " " `HYANNIS POPE,JOHN D&DEVINE, WILLIAM APPROVED NO INSPECT REQ... 10118/1999 CONTRACTOR UNKNOWN 41760 SIGN HYANNIS POPE, JOHN D&DEVINE, WILLIAM APPROVED NO INSPECT REQ. . 1011811999 CONTRACTOR UNKNOWN 41-983 ELECTRIC RES.ADDIALTER ��. '; .HYANNIS, POPE, JOHN D&:DEVINE,'WILLIAM CLOSED APPLICATION 1012611999 ALL-PHASE ELECTRICAL SERVICE INC. 42333 GAS RESIDENTIAL HYANNIS POPE, JOHN D&DEVINE, WILLIAM CLOSED APPLICATION 1111011999 JOSEPH A SKOMURSKI -' 42334 PLUMBING RESIDENTIAL HYANNIS' POPE;JOHN D-&DEVINE)WILLIAM CLOSED APPLICATION_ 11 J10 f 1999�JOSEPH A SKOMURSKI ' ' 42994 CONVERSION HISTORY PENTAMATION HYANNIS POPE, JOHN D&DEVINE, WILLIAM CLOSED APPLICATION 12/10/1999 CONTRACTOR UNKNOWN 44109' CONVERSION HISTORY PENTAMATION HYANNIS POPE JOHN.D.&DEVINE, WILLIAM CLOSED APPLICATIONF„; 06j06�2000.. CONTRACTOR UNKNOWN -. _.... _. _ 82358 GAS COMMERCIAL HYANNIS POPE, JOHN D&DEVINE, WILLIAM CLOSED APPLICATION 0212312005 PAUL M GENS ..... -::...,. _ ...,...��..:...,.;...::•.»rr...,..a'rsaa,..a�..,aE,,.:o:.-...,,w..,..:,.:;':aM...,..�z':�.,,x:a:....,...:,.,..±,.:>.,:..,.,.,....,�..b....:....,, .c: ..,�".....,.,•... _».......:,m. ..x....:.:..:,...�... ....,;:...,,-..u�.t�..a:.;.....y. .;:u:::.c......,.s.a:i^e:...•....,,s....�.f.. ...s.,.. .•,..m......Xz,,i R j,.,e -........ .,; >. ''� °:s �.,,. a^:,t. ;, .,:.'�" �. t�•: � r .a� ew r� � ar g y �.'Er. _ "` �..0 =`:'3�.. :. �+- ^.ems ✓ x.. > x . ,.. •`. ...raps... . ,.: .:,,ew, is ._.�w,.•ask ry ..rw ... ,_ . ,.«. .Y...:. ,» ..-.a sr ,. ef�r. �'.......-. .. ' p.; w5" taM, ry + rtY n ..!.:. +e °=x .5 p, <.,+p. 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A 13 0. , ' 9 Please attach a copy of`the.okiginal municipal development permrt;application or site plan.. review, subdivision,,.or other application showing the date.on which it�uas received by the 1VIunicipaI gene y Receipt of this.inforii ation via the U S Mail or delivered in_person to the " Gape.Cod - o n is, ion constitutes a referiral for purposes.of Ghapter.716 of.the_:Acfs of 1989;: as ainezzded. Referred by: T'oWn.and Agency Totin of Barnstable,,%ildi g narfit nt Official Thomas' .Perry;..BUxlditlg Commissioner /. k��rhaS �E yNG. X. Mai datory referral Discretionary ref4brraI Limited Discretionary Referral (please see the back.of This form) Project Name 'Cape Cod'Commercial Linen Service Relocation Pro' t Propon.ent..Name Cape Cod .Cammerca al. Unen Service,, Inc P 0 NtterAddress c/o Elza Coxa Fiq Box fi, TTP. 1630 Hyannis MA 02601 - Teleplione:508 :790-5431 grief description of the project 'including; where applicable, gross floor.:area; lots; units, acres and specific.uses .. i7 .. Thee ' 27,Q0.0 square foot iildustria7. bbei ing from its prior use, a;wholesale: pl rebina_supply company, to the :tiew lo6q'p�on for.: Cape.Cod Commerca al Linen Service. Other. an minor changes tote oa ang.' areas, no structural changes to the builditigi or increase in floor area. are proposed See plans for: additional detail_: Prot1ect location 880 AtWccks Lane,. Hyannis. Iist. itriicipal ageiicy( es} befot e which.a mu'nicipal..:development permit.is pending None at thi t7 mP 1�i�i l rii ria riaiArri_f_3I L 71 rp�,;;rpr7 - Trfnt Name of A. thorized Signatiar Date Referring:Representative. . r CQ 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MASSACH.USETTS 02630 CAPE COD (508) 362-3828 ® Fax (508) 362-31.36 ® www.capecodcommission.org COMMISSION BY CERTIFIED MAII. December 6, 2011, Eliza Cox; Esq. Nutter, McClennen&Fish, LLP 1471 Iyannough Road P.O. Box 1630 Hyannis, MA o26o1-1630 RE: Cape Cod Commercial Linen Service. (TR/LR-11o17) Dear Ms. Cox:. . The above project was referred to the Cape Cod Commission(Commission)as a Development of Regional Impact.(DRI)under Section 3(f)(i) of Chapter A,Enabling Regulations Governing Review of Developments of Regional Impact as"Any proposed Change.of Use, Where the Gross Floor Area of the building(s),or that portion of a building,subject to the Change of Use, is greater than io,000 square feet." The Commission received the referral from the Town of Barnstable Building Commissioner, through the Interim Town Manager,on November 29, 2o11. Enclosed is a copy of the referral form. In accordance with the Commission.Act,the Commission is required to schedule a public hearing ` within sixty(6o) days of the receipt of a DRI referral,which in this case is January 27, 2012. Pursuant E to the Commission's Enabling Regulations,upon receiving notice from the Commission of the,proposed development's referral as a DRI,the Applicant shall file an application for DRI review. The Applicant filed an application for a Development of Regional Impact(DRI)and Limited DRI Review on October 25, 2o11. 'The Applicant filed additional materials in October and November; 2011. A substantive- : public hearing is scheduled for December 1gth,toll at 5:30 PM at the Cape Cod Commissions �� Barnstable,MA. No municipal development permits maybe issued until the Commission completed its = y review and issues a DRI approval., ..� Please do not hesitate to contact me with any further questions. _r - Sincerely, =� y Eea �• Jessica Rempel Regulatory Officer Cc(certified): Jo Anne Miller Buntich,Director of Growth Management Department;Barnstable Linda Hutchenrider, Barnstable Town Clerk Thomas Perry;Town of Barnstable Building.Inspector Jeffrey Ehart, CCCLS, P.O. Box 111,West Hyannisport, MA02670 Nutter TTV;"',! 01r P' " STt'B! Eliza Cox € >; 3. 2 Direct Line: (508)790-5431 _ `f '` 4 ? ; ` Fax: (508)771-8079 E-mail: ecox@nutter.com M E.1VI O R'A N`°DFU�`M November 22, 2011 #110062-3 TO: Tom Perry, Building Commissioner Jo Anne Miller Buntich, Director of Growth Management CC: Jessica Rempel, Regulatory Officer, Cape Cod Commission Jeff Ehart, Owner, Cape Cod Commercial Linen Service FROM: Eliza Cox RE: Cape Cod Commercial Linen Service - 880 Attucks Lane, Hyannis Dear Tom and Jo Anne: As we have previously discussed, Cape Cod Commercial Linen Service has filed a Limited Development of Regional Impact application with the Cape Cod Commission in connection with its proposal to acquire and relocate to 880 Attucks Lane (the former F.W. Webb building). We have had several meetings with Commission staff regarding the application materials and are in the process of targeting a public hearing for mid-December for the project. In connection with this filing,the Cape Cod Commission has requested a referral from the Town. Accordingly, I am writing to request that you please refer this project to the Cape Cod Commission at your earliest convenience. For,your convenience, I have completed and enclose a draft of the DRI referral form for you to edit as appropriate. Please do not hesitate to contact me or Jessica Rempel at the Commission, who I have copied on this email, with any questions. Thank you very much for all of your assistance. EZC:cam Enclosure 2061726.1 NUTTER McCLENNEN &,FIS;H LLP • ATTORNEYS AT LAW 1471 Iyannough Road • P.O. Box 1630 • Hyannis, Massachusetts 02601-1630• 508-790-5400 • Fax: 508-771-8079 www.nutter.com d Development of Regional Impact (DRI) Referral Form Please attach a copy of the original municipal development permit application or site plan review, subdivision, or other application showing the date on which it was received by the Municipal Agency. Receipt of this information via the U.S. Mail or delivered in person to the Cape Cod Commission constitutes a referral for.purposes of Chapter 716 of the Acts of 1989, as amended. Referred by; Town and Agency Town of Barnstable, Building Department Official 'Thomas Perry, Building Commissioner X Mandatory referral Discretionary referral Limited Discretionary Referral (please see the back of this form) Project Name Cape Cod Commercial Linen Service Relocation Project Proponent Name Cape Cod Commercial Linen Service, Inc. Address c/o Eliza Cox, Esq. , Nutter, McClennen Fish, TT.P P.O. Box 1630, Hyannis, MA .02601 Telephone 508-790-5431 Brief description of the project including, where applicable, gross floor area, lots, units, acres and specific uses: The Applicant is �fn� sing t�gP the „cP of tliz exiQtin pnroximately 27,000 square foot industrial building from its prior use, a wholesale pl .0 bing supply company, to the new location for Cape Cod Commercial Linen Service. Other ttian minor changes tote loa3ing areas, no structural changes to the building, or increase in floor area, are proposed. See plans for additional detail. Pro ect location: 980 Attucks Lane, Hyannis a List municipal agency(ies) before which a municipal development permit is pending: None at this t i mP; hi ii 1 rli n�Z pprmi t will l Lie requi reel Print Name of Author zed Signature batel Referring Representative W: Forward to: Cape Cod Commission 3225 Main Street Barnstable, Massachusetts 02630 For Limited Discretionary referrals only: Municipal agencies may make limited discretionary referrals seeking Commission review of•development proposals under one or more issue areas within the Cape Cod Regional Policy Plan, as set forth below. If a limited discretionary referral is accepted for review, the Commission will limit its review to those areas specified by the referring agency. The Commission will apply only those Minimum Performance Standards contained within the issue area(s) specified below by the referring agency. Minimum Performance Standards outside of the locally specified issue area(s) will not be applied in the Commission's review. Prior to making a limited discretionary referral, you are strongly encouraged to contact Commission staff for information concerning the likely scope of Commission review under a particular issue area. This early contact will eliminate the potential for misunderstanding about the issues the Commission would examine. Please specify one or more areas for Commission review by checking all that apply to this Limited Discretionary referral. Land Use/Growth Management Natural Resources Water Resources Coastal Resources Wetlands Wildlife/Plant Habitat Economic Development Community Facilities.and Services . Transportation Solid and Hazardous Waste Management Capital Facilities/Infrastructure Energy Affordable Housing Open Space and Recreation Historic Preservation/Community Character Effect of referral on local board's time limitation to review an application: For mandatory DRI referrals, the local review time clock is suspended immediately upon receipt of a DRI referral and resumes upon the Commission's vote to approve or deny the project. For discretionary referrals and limited discretionary referrals, the local review time clock does not stop unless and until the Commission votes to accept the discretionary referral for review, and,it resumes upon the Commission's vote to approve or deny the project. DRLREF.FORM 2/22/95 ' i Nutter Eliza Cox Direct Line: (508)790-5431 Fax: (508)771-8079 E-mail: ecox@nutter.com October 27, 2011 #110062-3 Tom Perry, Building Commissioner Jo Anne Miller Buntich, Director, Growth Town of Barnstable Management Department 200 Main Street Town of Barnstable Hyannis, MA 02601 367 Main Street Hyannis, MA 02601 Linda Hutchenrider, Town Clerk Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Cape Cod Commercial Linen Service, Inc. - 880 Attucks Lane, Hyannis Dear Ladies and Gentlemen: On behalf of Cape Cod Commercial Linen Service, Inc: (hereafter, "CCCL-S"), I enclose for your respective files a copy of the Change of Use/Limited Development of Regional Impact application filed with on Tuesday, October 25, 2011, with the Cape Cod Commission for the above-referenced property. As indicated in the application materials, CCCLS is proposing to relocate from its existing locations in Hyannis to 880 Attucks Lane, Hyannis, (the former FW Webb building) wherein it will consolidate its commercial laundry business. We will continue to keep the Town updated of the Cape Cod Commission permitting process through Jo Anne Miller Buntich, Director of Growth Management, and the Town of Barnstable DRI liaison. Finally, Cape Cod Commission staff has requested that we obtain a referral from the Town of Barnstable for this project. Please let me know what, if any, additional information you require to make a referral to the Commission and, kindly copy me on any such referral. Thank you very much for all of your assistance and input to date on this project. Wglool forward to continuing to work with you as the project advances through the permitting process. 4. 00 v f: With best regards, I remain, CD NUTTER McCLENNEN &-FISH LLP • ATTORNEYS AT LAW 1471 lyannough Road • P.O: Box 1630 • Hyannis, Massachusetts 02601-1630• 508-790-5400.9 Fax: 508-771-8079 www.nutter.com Tom Perry, Building Commissioner Jo Anne Miller Buntich, Director, Growth Management Department Linda Hutchenrider, Town Clerk October 27, 2011 Page 2 Very truly yours, Eliza Cox EZC:cam Enclosures cc: Jeff Ehart, Owner, Cape Cod Commercial Linen Service, Inc. (w/encl.) Jessica Rempel, Regulatory Officer 11, Cape Cod Commission (w/out encl.) 2054922.1 MJ Nutter Eliza Cox Direct Line: (508)790-5431 Fax: (508)771-8079 E-mail: ecox@nutter.com January 31, 2012 #110062-3 Thomas Perry, Building Commissioner y: , Town of Barnstable 200 Main Street Hyannis, MA 02601 ° Re: Cape Cod Commercial Linen Service, Inc. - 880 Attucks Lane, Hyannis ` M M Dear Tom: Thank you very much for your email correspondence of January 23, 2012, confirming that Cape Cod Commercial Linen Service, Inc.'s ("CCCLS") proposed relocation to 880 Attucks Lane will not require site plan review. In your email communication, you requested that we: (1) provide you a site plan showing the proposed minor changes to the property; and (2)provide the quantities of hazardous materials previously maintained on the site by the prior occupant, F.W. Webb. It is the purpose of this correspondence to provide you with that information. Relative to the site plan, I enclose a copy of the final, project plans, as approved by the Cape Cod Commission on January 5, 2012. These plans consist of two sheets entitled "Site Plan of Land in Hyannis, MA #880 Attucks Lane Prepared for Cape Cod Commercial Linen Service," and are prepared by Down Cape Engineering, Inc. and dated last revised on December 28, 2011. As depicted on the proposed site plans, the site enhancements include: • Increased Landscaping— CCCLS'proposes significant enhanced landscaping along the southerly portion of the property's Attucks Lane frontage and along the Airport Road frontage. This was requested as part of the Cape Cod Commission permitting. • Rain Gardens—Two new rain'gardens are proposed along the northeasterly and northwesterly corners of the property. These rain gardens will be planted as depicted on the site plans. • Removal of Impervious Coverage—The property has the benefit of a prior Zoning Board of Appeals decision, Appeal No. 1998-20, permitting 62% impervious coverage. In connection with this relocation, CCCLS will be removing approximately 2,700 square feet of impervious area currently existing on the site. NUTTER McCLENNEN & FISH LLP • ATTORNEYS AT LAW 1471 Iyannough Road • P.O. Box 1630 • Hyannis, Massachusetts 02601-1630• 508-790-5400• Fax: 508-771-8079 www.nutter.com Thomas Perry, Building Commissioner January 31, 2012 Page 2 The resulting impervious coverage will remain at 62%, as previously approved by the Zoning Board of Appeals. The'locations of the impervious surfaces to be removed are depicted in hash-marks on the site plan. • Gas Generator—As shown on the project plans, a new emergency gas generator will be sited to the east of the existing building. • Loading Areas—The existing loading area located on the northwesterly side of the building will be modified for the proposed use. However, all of the proposed work is on existing impervious areas and under the existing roof overhang. In addition, a new loading platform is proposed along the north side of the building, including new ramps along the north and easterly side of the loading platform. This loading area is also proposed on already existing impervious areas, and therefore, will not affect the overall coverage of the site. Other project-related changes include updating the sewer, gas, plumbing connections and infrastructure. CCCLS understands that permits.will be required for this work. CCCLS is working with Ron Alexander from the Davenport Companies, who will handle and coordinate all of the various departmental permits required for these connections and improvements. In terms of grandfathered hazardous materials we relied on several permits and sources to calculate what the former occupant of the property, F.W. Webb, maintained on the site. These include: 1.) The August 21, 1997 Cape Cod Commission decision, attached as Exhibit A, where it is noted in a finding that F.W. Webb's inventory fluctuated on the site.' The decision also notes that the hazardous inventory was, at the times cited in the decision, somewhere between 213.5 to 627.5 gallons and 700 to 750 pounds. 2.) A July 31, 2008 inventory filed with the Barnstable Board of Health indicating, at the time of inspection, and inventory of 173 gallons and 4,355 pounds of hazardous materials. (See Exhibit B . Taking this information together, the documented high quantities of hazardous materials stored by the prior occupant are, therefore, 627.5 gallons plus 4,355 pounds of hazardous materials grandfathered on the site. To compare those grandfathe'red quantities'with what is proposed by CCCLS, it is necessary to convert the pounds to gallons. In general, one gallon weighs approximately 8.5 to See finding 8. Thomas Perry, Building Commissioner January 31, 2012 Page 3 13 pounds. Using the more conservative number.of 8.5 pounds, if F.W. Webb's prior inventory of 4,355 pounds is converted to gallons, this';wbuld translate into approximately 512 gallons. Therefore, when added to F.W. Webb's prior on the property (627.5), this results in a total at maximum inventory at a high of 1,139.5 gallons of hazardous materials associated with the prior use. As we have previously confirmed, CCCLS is proposing a total of 760 gallons of hazardous materials per the Town's definition. Accordingly, the proposed use will have less hazardous materials than the prior existing use.` We further confirmed this with Cynthia Martin at the Board of Health. I attached as Exhibit'.0 an email from her dated October 25, 2011 in which she indicates that there are "no issues in regards to the planned location of CCCLS [sic] at 880 Attucks Lane." She further indicates that "this decision is based on the fact that there may have been an inventory as high as 1,139.5 gallons at that location." I trust that this responds to your questions. Thank you very much for all of your assistance with project. Based upon our various email and written communications, CCCLS will proceed to file for the required departmental permits (building, plumbing, electrical, sewer, etc.) for the change of use. Please do not hesitate to contact me with any questions, comments, or should you require any additional information. With best regards, I remain, Very truly yours, :Eliza Cox EZC:cam Enclosure & Attachments cc: Cape Cod Commercial Linen Service, Inc., Jeffrey Ehart, President 2080009.1 \.. f D I.f ° B` s CAPE COD COMMISSION O 3225 MAIN STREET U P.O. BOX 226 BARNSTABLE, MA 02630 (508)362-3828 SACHUS� FAX(508)362-3136 E-mail:74260.3152@compuserve.com DATE: August 21, 1997 #TR-97009 . #EX-97009 TO: F.W. Webb and Company C/o John D. Pope C/o Patrick M. Butler, Esquire Nutter, McClennen & Fish;,,LLP 1513 Iyanough Road P.O. Box 1630 .Hyannis, MA 02601 FROM: Cape Cod Commission RE: Development of Regional Impact Application Barnstable County Ordinance 94-10, Chapter A, Section 3(e) Development of Regional Impact Exemption Section 12(k) of the Cape Cod Commission Act APPLICANT: F.W. Webb and Company C/o John D. Pope PROJECT: 15,258 square foot addition to an existing 11,730 square foot F.W. Webb building at 172 Attucks Lane, Hyannis, MA BOOK/PAGE: Book 3267, Page 15 Map 312,Parcel 31 ----------------------------- DECISION OF THE CAPE COD COMMISSION SUMMARY The Cape Cod Commission(the Commission) hereby approves the application of. the F.W. Webb Company care of Mr.John D. Pope for an Exemption as a Development of Regional Impact. The project qualifies as a Development of Regional Impact under Barnstable County Ordinance 94-10, Chapter A, Section 3(e) as the construction of a new 15,258 square foot addition to an existing 11,730 square foot F.W. Webb building at 172 Attucks Lane. The applicant also filed for a -Development of Regional Impact Exemption pursuant to Section 12(k) of the Cape #TR 97009/#EX 97009 F.W. Webb DRI Exemption Decision August 21, 1997 1.f 2 Cod Commission Act, as amended. This Decision is rendered pursuant to the vote of the Commission on August 21, 1997. PROJECT DESCRIPTION The project consists of the construction of a 15,258 square foot addition (6,893 sq. ft. of mezzanine plus 8,365 sq. ft. of main structure) to an existing 11,730 square foot building located at 172 Attucks Lane in Hyannis (Barnstable). The company wholesales plumbing supplies (pipe, pipe joints, caulking) for contract_work and sprinkler system installation. No retail sales are conducted on site. Sewer is available to the site, but has not been connected to date. The application materials note that the proposed purpose of the expansion is to provide greater selection and customer service, as well as to allow better organization of inventory and reduce outside.storage. No additional employees are proposed. The site is zoned industrial (IND) according to the Barnstable Zoning By-law and is also located in a Zone II area. PROCEDURAL HISTORY The project was referred as a Development of Regional Impact by Mr. Ralph Crossen, the Barnstable Building Commissioner, on May 29, 1997. The referral was received by the Cape Cod Commission on May 30, 1997. On May 28, 1997, the Commission received a combined Development of Regional Impact (DRI) and DRI Exemption application. On June 19, 1.997, a combined Joint Scoping Session/Site Plan Review was held with Barnstable local officials subject to a Memorandum of Understanding (MOU) with the Town of Barnstable in July 1996 concerning joint review of DRI projects. A public hearing was scheduled and noticed for July 14, 1997. A letter dated June 11, 1997 to the Applicant indicated that the combined DRI/DRI Exemption application was incomplete and advised that the_remaining materials be submitted by June 30, 1997. On July 14, 1997, a fax was received from the Applicant's representatives confirming that the hearing would be changed to a hearing officer. On July 14, 1997, a.Commission staff member acting as a hearing officer opened and continued a hearing on the project to August 11, 1997. A letter dated July 16, 1997 to the Applicant indicated that the combined DRI/DRI Exemption application was still incomplete and advised that the remaining materials be submitted by July 28, 1997 or it might be necessary to procedurally deny the project. On July 29, 1997, additional application materials were submitted. A letter dated August 5, 1997 to the Applicant indicated that the application was deemed sufficiently complete to hold a hearing. On August 11, 1997, a public hearing was held on the DRI and DRI Exemption applications. This hearing and the public record were continued to the full Commission meeting scheduled for August 21, 1997. On August 11, 1997, the Subcommittee voted to recommend to the full #TR 97009/#EX 97009 F.W. Webb DRI Exemption Decision August 21, 1997 3 Commission that the project be granted a DRI Exemption. A draft decision on the DRI Exemption was presented to the full Commission on August 21, 1997. At this meeting, the Commission voted to approve the DRI Exemption application. MATERIALS SUBMITTED FOR THE RECORD A Materials submitted by the Applicant: DRI/DRI Exemption Application 5/28/97 -cover letter -abutters list -DRI form aerial photo -DRI Exemption form -deed -narrative regarding Exemption -existing site layout plan -locus map -new site layout plan Table showing site conditions and 2 site photos 6/19/97 Fax,from Butler,confirms hearing will be hearing officer 7/14/97 „ Letter, from Butler, additional Application submittals . 7/29/97 -11 x 17 site plans(2 copies) .-landscape plan(full size, one copy) -Registration'Form for Barnstable Health Department for hazardous materials =Fax,to Butler,from Sam Parks Associates,Inc.about transportation issues -site plans,drainage conditions (2 copies) Letter, from Butler, additional Application materials 8/11/97 -narrative on open space, wastewater,lighting and building height -site plans,shows site improvements (2 copies) Letter, from Butler, additional Application materials 8/21/97 .letter confirming Airport had no concerns related to lighting or building height -letter confirming that.hookup to public sewer will be condition of local approvals Partial site plan Undated B. Materials submitted by the State: No comments were received from the State. C.Materials submitted by the Town: Letter,.from Building Commissioner,DRI referral form 5/30/97 Memo,from Building Commissioner,Site Plan Review 6/11/97 Minutes,Site Plan Review Meeting of 6/19/97 6/26/97 . D.Materials submitted by the Public: Letter,Bay State Piping Company,Inc.in support of project 7/14/97 E. Materials submitted by Cape Cod Commission Staff Form Q and Memo to staff I 1 5/30/97 Letter, to Butler,notice of project is DRI,hearing date 6/3/97 Fax cover sheets to Town officials and Butler 6/4/97 #TR 97009/#EX 97009 F.W. Webb DRI Exemption Decision August 21, 1997 4 E. Materials submitted by Cie Cod Commission(Continued): Memo, to Subcommittee,Joint Site Plan Review and hearing 6/5/97 -DRI referral form -locus map -DRI/DRI Exemption application forms Memo, to Subcommittee Chair,about Joint Site Plan Review 6/6/97 Letter, to Butler, Application is incomplete 6/11/97 Memo,to Subcommittee,change in Subcommittee 6/18/97 Minutes, hearing officer. 7/14/97 Memo,to Subcommittee,change in Subcommittee,new hearing date,copies of submittals to date 7/16/97 Letter, to Butler, Application is incomplete 7/16/97 Staff Form Q and preliminary comments 7/29/97 Staff Report 8/5/97 Memo,to Subcommittee,hearing packet 8/5/97 -Staff Report and site plans -Additional submittals from Applicant -Table showing square footages of site Joint Site Plan Review notes -Letter from Bay State Piping Company,Inc. Fax cover sheets,to Butler and Town Officials, Staff Report 8/5/97 Letter,to Butler,Application deemed complete 8/5/97 Minutes,public hearing 8/11/97 -Hearing Notice(for 7/14/97) Undated Contacts Sheet Undated The Application and notice of the public hearing relative thereto, the Commission's staff reports,.exhibits, minutes of all hearings and all submissions received in the course of the proceedings, including materials submitted on file #TR-97009 and #EX- 97009 are incorporated into the record by reference. TESTIMONY The Commission's Subcommittee received testimony at the August 11, 1997 public hearing on this project.at the Assembly of Delegates Chambers, First District Courthouse, Barnstable, MA. Attorney Pat Butler, representing the Applicant, explained that the proposal is the expansion of an existing plumbing supply business consisting of approximately 15,000 square feet with an 8,365 square foot building footprint. Mr. Dick Prince inquired about the retention of storm water on the site. Attorney Butler noted that the retention is required by the town. Ms. Vicky Bebout inquired about the timing of the connection to municipal sewer. #TR 97009/#EX.97009 F.W. Webb DRI Exemption Decision August 21, 1997 5 Attorney Butler responded that the connection will occur during the construction of the addition. There will be no problem obtaining the connection. Mr. Prince inquired about the eighteen peak hour trips. Attorney Butler responded that these trips are associated with the addition. Mr. Riley suggested that the number of proposed parking spaces is excessive. He questioned whether this number was a town requirement. Attorney Butler responded that it was a town requirement that there be one space for every. 700 square feet of building space. '+ Mr. Prince inquired about outdoor storage. Mr.Dan Foley, representing the Applicant, responded that some pipes will be stored outside. Mr. Tom Broidrick inquired what the antifreeze stored on site was used for. Mr. Foley stated that it is sold to winterize plumbing systems. He also noted that it is propylene glycol which is less toxic than ethylene glycol antifreeze. Ms. Andrea Adams presented the Staff Report. She suggested the applicant provide a letter from the Barnstable airport manager that the lighting from the project does not create a problem for the airport. She also suggested that a letter be provided from the.Town of Barnstable that there will be no problem hooking.up to,sewer. Attorney Butler stated that he would provide these letters. Ms. Sue Pommrehn stated that the project will not create a significant increase to traffic. She stated the it is an improvement that the Applicant is willing to remove a bush to increase site distances from the driveway to improve safety. She also stated that it is a safety improvement that the Applicant is narrowing the site access driveway by fifty feet. Ms. Bebout inquired whether the building will have a sprinkler system. Attorney Butler responded that it would. Mr. Olsen moved to continue the hearing and leave the public record open until the regular Commission meeting scheduled for August 21,1997. Mr. Prince seconded the motion and it was unanimously approved. Mr. Riley opened a public meeting to discuss the project. #TR 97009/#EX 97009 F.W. Webb DRI Exemption Decision August 21, 1997 6 It was the consensus of the Subcommittee that the project did not present regional impacts. Mr. Olsen moved to recommend to the full Commission that the project should be granted a DRI Exemption based on the submissions for the record, the public testimony and the draft Findings above and that there are no impacts outside- of the Town of Barnstable. Ms. Bebout seconded the motion and it was unanimously approved. Additional testimony was received on this project at the August 21, 1997 Cape Cod Commission meeting. JURISDICTION The proposed project qualifies as a DRI under Chapter A, Section 3(e), Barnstable. County Ordinance 94-10: new construction, addition or auxiliary buildings with a gross floor area greater than 10,000 square feet. This DRI Exemption is granted subject to Section 12(k) of the Cape Cod Commission Act, as amended. FINDINGS The Commission has considered the combined DRI/DRI-Exemption application of Mr. John D. Pope for F.W. Webb for the construction of a new 15,258 square foot addition to an existing 11,730 square foot F.W. Webb building at 172 Attu cks Lane. Based on consideration of such application, the information presented at.the public hearing and submitted for the record, the Commission makes the following Findings: 1. This project was reviewed under the 1996 Regional Policy Plan. 2. The Applicant provided information on the traffic characteristics of the existing business and estimate of additional traffic expected with the addition. A traffic count conducted on 7/10/97 indicates that there were 14 trips (5 into the site and 9 out) during the PM peak hour of 4:15 PM to 5:15 PM. The Applicant also estimated an increase of"18 vehicle trips (using Institute of Transportation Engineers trip generation data) through the site drive during the PM peak hour as a result of the proposed addition. A total of 32 peak hour trips (14 existing plus 18 new) is expected at the site drive with the proposed project. This amount of increase in traffic is not expected to significantly impact the regional roadway system. Y 3. The current site access is excessively wide (150 feet) and lacks definition from Attucks Lane. The current design does not conform to general guidelines for site design and access for this type of business. A revised site plan submitted by the Applicant on 8/.11/97 shows'a narrowing of the site access drive by approximately 50 #TR 97009/#EX 97009 F.W. Webb DRI Exemption Decision August 21, 1997 7 feet. Safety will be enhanced as a result of this improved driveway design._ 4. Vegetation along Attucks Lane limits the visibility of drivers at the site drive as they look left toward Airport Road when exiting the site. In particular, a single bush restricts the visibility of drivers. The Applicant's representatives testified at the 8/11/97 hearing that as part of this project, the vegetation which obstructs visibility will be removed and the area will be relandscaped with low growing vegetation. With this vegetation removed, adequate sight distances will then be available at the site drive, improving safety. 5. The Applicant's representatives testified at the 8/11/97 hearing that improvements to on-site circulation of trucks would be discussed at upcoming Site . Plan Review meetings. 6. The application information indicates that public sewer was made available to the site in 1993, but-that it has not been connected up. At the 6/19/97 joint Review/Scoping Session with Barnstable officials, Mr. McKean, Director of the Barnstable Health Department, indicated that F.W. Webb should connect to the available sewer. The Applicant's representatives testified at the 8/11/97 hearing that as part of this project the company will connect to sewer. He stated it would be a requirement of local approvals and the Certificate of Occupancy for the project. 7. The Toxic and Hazardous Materials Registration Form (dated 4/7/97) submitted by the Applicant indicates that F.W. Webb had on site approximately 213.50 ga llons hazardous materials. These fig res include 600 pounds of Freon and 700 pounds of hazar gu P . and 100 pounds of salts used as water additives. A May, 1997 Registration Form on file with the Barnstable Health Department indicates thafthe company had on site _ an additional 414 gallons of hazardous materials along with 12 cases of caulking/adhesives. 8. The Applicant testified at the 8/11/97 hearing that the inventory of hazardous materials stored on site can fluctuate based on customer demand and the season (particularly for the antifreeze used to winterize plumbing systems). 9..In a letter dated August 18, 1997 which was submitted for the record, it was noted that the company has 250 gallons and 750 pounds of hazardous materials on site at any time. 10. The application states that it is not anticipated that there will be any change, . #TR 97009/#EX 97009 F.W. Webb DRI Exemption Decision August 21, 1997 8 either qualitatively or quantitatively, in the amount of hazardous materials used or stored on the property as a result of the addition. 11. The project site is within a Significant Natural Resources Area as mapped by the Cape Cod Commission due to its location within a Wellhead Protection Area. The site is not located within estimated rare species habitat identified by the Massachusetts Natural Heritage and Endangered Species Program. Given the condition of the site, no Natural Resource Inventory was required for this site. 12_ The Applicant's representatives testified at the 8/11/97 hearing that the Barnstable Airport took approximately 12,522 square feet of lot area in 1988 for a runway expansion. The Applicant's representatives also testified that with the. proposed addition, approximately 28% of the site would-be landscaped area. The project is not expected to have an impact on regionally significant natural resources. 13. In a letter dated 8/11/97 submitted by the Applicant's representatives, it was noted that Mr. Ben Jones, the Barnstable Airport Manager, had confirmed that the proposed addition would not have any adverse impact to the adjacent runway with regard to lighting or impacts to existing airplane navigation easements. 4 #TR 97009/#EX 97009 F.W. Webb DRI Exemption Decision August 21, 1997 y 9 CONCLUSION Based on the above findings, the Cape Cod Commission hereby concludes: 1. So long as the project is constructed consistent with the Findings set forth above, the location, character and environmental effects of the proposed addition to the F.W. Webb building at 172 Attucks Lane, Hyannis (Barnstable), MA prevent its having any significant impacts on the values and purposes protected by the Cape Cod Commission Act, as amended, outside of the municipality in which the proposed project is to be located. The Cape Cod Commission hereby grants a.Development of Regional Impact Exemption for the proposed 15,258 square foot addition to the F.W. Webb building at 172 Attucks Lane, Hyannis (Barnstable), MA pursuant to Section 12(k) of the Cape Cod Commission Act, as amended. This Exemption Decision is valid for three (3) years from the date of issuance.. 7it,e -ai Vicky Bebjl, Chair Date COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. Subscribed and sworn to before me this al i day of d- 19 97 NAME, Notary My Comn-dsslon expires: eomremOssion Expires Decen,fier 5.1997 #TR 97009/#EX 97009 F.W. Webb DRI Exemption Decision August 21, 1997 l �. � . Town of Barnstable oF1He t Regulatory Services � Thomas F. Geiler, Director YC'J Public Health Division o * sAxxsTABLE, *. Thomas McKean,Director 9 MASS. 06 c� i639, 20.0 Main Street, Hyannis,MA 02601 ArFD��All MAO Phone: 508-862-4644 Email: health(a�town.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 July 31,2008 Mr.Matt Lyons, RE: Toxic and Hazardous Materials F.W.Webb Company On-Site Inventory and Inspection, 880 Attucks Lane F.W.Webb Company, Hyannis,MA 02601 880 Attucks Lane, Hyannis Dear Mr.Lyons: On July 17,2008,a Toxic and Hazardous Materials On-Site Inventory and Inspection of the above referenced site was conducted by the Public Health Division(PHD).An On-Site Inventory and Inspection is a review of the sites storage,transport,utilization and/or disposal of toxic and hazardous materials as it relates to the Town of Barnstable Ordinance,Chapter 108:Hazardous Materials. This Ordinance was adopted to protect the public health and welfare,especially as it pertains to the public drinking water supply. The following is a description of the results of the Inventory(enclosed)and Inspection. MATERIALS INVENTORY AMOUNT AND PURPOSE: The Inventory of this site indicates the use or storage of approximately one-hundred and seventy-three (173)gallons of toxic and hazardous material:This material is stored for the retail and wholesale HVAC, refrigeration and plumbing business. Please be aware that the Town of Barnstable has determined that a minimum of one-hundred and eleven(111)gallons of toxic and hazardous materials requires an annual license. GENERAL STORAGE AREAS AND CONDITIONS: • The building consists of office space,a retail sales area and a warehouse.The building is constructed with a cement floor,there were no floor drains observed. • The fleet of company trucks is maintained by a mobil service or the trucks are sent to an off site garage. • The site building is served by the town sewer system. • The Material Safety Data Sheets were available on site. -2- • The business does store cylinders of various refrigerants,by weight the inventory consisted of 4,355 pounds of gases. , SAFETY AND DOCUMENTATION: F.W.Webb is in receipt of a License for Storing or Handling of 111 Gallons or More of Hazardous Materials and a Contingency Plan.There are several bags of Speedy Dry stored in the warehouse for sale, and is available to use on in-house spills" There are no activities which produce hazardous waste at the facility,therefore manifests are not available. Any deficiencies which were discovered in the course.of this inspection with regards to the Hazardous Materials Ordinance are described below. CORRECTIVE ACTIONS TO BE TAKEN: A Spill Kit specifically suited for the facility is to be available on site. . The PHD appreciates your cooperation and acknowledges your intent to maintain compliance with the Hazardous Materials Ordinance. This office will conduct a follow-up inspection within four weeks to verify that all corrective actions have been taken. Please contact me at the above telephone number should you have any questions or comments regarding the Inspection of your site. VeryX4uly yours, Cyn i A. Martin Hazardous Materials Specialist All orders to co a violations of Chapter 108 of the Town of Barnstable Ordinance:Hazardous Materials shall be comp eted upon receipt of this letter McKean,RS,CHO ' Director of Public Health Enclosures: Toxic and Hazardous Materials On-Site Inventory f` Date: TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: ? � BUSINESS LOCATION: K kr77,c K.S Z_A-,,IF INVENTORY MAILINGADDRESS: y AR0VIE- TOTAL AMOUNT: TELEPHONE NUMBER- CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: R6T�f'/L +,V-b /i;Oc +Iv,)' ves INFORMATION/RECOMMENDATIONS: Fire District: t-� .9Ti 7J ZtisPcZa"7a i-.„i �>Af-�) /L,1 3i. Waste Transportation: /V Last shipment of hazardous.waste: Name of Haulers Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. UST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze(for gasoline or coolant systems) Misc.Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid(including brake fluid) Refrigerants Motor Oils Pesticides NEW USED (insecticides,herbicides, rodenticides) Gasoline,Jet fuel,Aviation gas Photochemicals(Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products:grease, Photochemicals(Developer) lubricants,gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives(creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc.Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt&roofing tar PCs's Paints,varnishes,stains,dyes Other chlorinated hydrocarbons, Lacquer thinners (inc.carbon tetrachloride) NEW USED Any other products with"poison"labels Paint&varnish,removers,deglossers y (including chloroform,formaldehyde, Misc. Flammables hydrochloric acid,other acids) - Floor&furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil&stain removers 1 E Fu/ W,588 S 7— (including bleach) /k/ThUdc� i>y%� GGi'y oLLy; Spot removers&cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY•HEALTH DEPARTMENT!CANARY COPY-BUSINESS y k: i GgRL9 ALT1 CLASS UN# PG CONTAINER CONT SHIPPING-NAME WEIGHT QOH 221342 CAL4120-08 8 182411 1 GAL 1 SODIUM HYDROXIDE 100 1 221359 CAL4291-08 8 1824 1 GAL SODIUM HYDROXIDE 10700 6 242484 CAL43OD-11 2.2 1956 32 OZ 1 DECAFLUOROPENTANE 250 3 69662 COLWTRGLASS - - - QT 1 COLWTRGLASS 20M 3 91323 FPP00330 3 12681111 128 OZ 1 PETROLEUM DISTILLATES 2000 6 70277 FPP4-1 3 1268111 1 PT 1 PETROLEUM DISTILLATES 650 103 268502 FREONESHOT-24 22 3163 24 LB 1 ILIQUIFIED GASSES N.O.S. 24000 1 22 3163 24 LB 1 LIQUIFIED GASSES N.O.S. 24000 PENTAFLUOROETHANE, TETRAFLUORETHANE, ISOBUTANE 94055 FRER134A-30 2.2 3159 30 LB 1 TETRAFLUOROETHENE 35000 3 92225 FRER22-30 2.2 1018 30 LB 1 CHLORODIFLUOROMETHANE 37000 89 151545 FRER401A-30 2.2 3163 30 LB 1 1PENTAFLUOROETHANE, 30000 2 2.2 3163 30 LB ' 11 PENTAFLUOROETHANE, 30000 0 DIFLUOURMETHANE 0 DIFLUOROCHLOROMETHANE 1515461 FRER401 B-30 2.2 3163 30 LB 1 LIQUIFIED GAS N.O.S. 30000 2 2.2 3163 30 LB 1 LIQUIFIED GAS N.O.S. 30000 0 (CHLORODIFLUOROMETHANE, 0 CHLOROTETRAFLUOROETHANE, 0 DIFLUOROETHANE) 151614 FRER402A 27 22 31631 27 LB 1 LIQUIFIED GAS N.O.S. 27000 10 22 3163 27 LB 1 LIQUIFIED GAS N.O.S. 27000 0 (CHLORODIFLUOROEMTHANE, 0 PENTAFLUOROETHANE,PROPANE) 219087 FRER404A 24 2.2 3337 24 LB 1 REFRIGERANT GAS 404A 32160 1 214329 FRER408A 24 2.2 3163 24 LB 1 LIQUIFIED GAS N.O.S. 3 184795 FRER409A-00 2.2 31631 30 LB 1 UQUIFEID GAS N.O.S. 30000 1 22 3163 30 LB 1 LIQUIFEID GAS N.O.S. 30000 (CHLORODIFLUOROMETHAN E, CHLORODIFLUOROETHANE, CHLOROTETRAFLUOROETHENE 151615 FRER41OA 25 22 3163 25 LB 1 LIQUIFIED GAS N.O.S. 25000 44 22 31631 25 LB 1 LIQUIFIED GAS N.O.S. 25000 0 (PENTAFLUOROETHANE, - 0 DIFLUOROMETHANE) 224908 FRER414B25LBS 2.2 3163 LB 1 LIQUIFIED GAS N.O.S. 33000 3 222363 FRER507-25 2.2 3163 25 LB 1 LIQUIFIED GAS N.O.S. 25000 2 2.2 3163 25 LB 1 LIQUIFIED GAS N.O.S. 25000 0 (PENTACHLOROETHANE, 0 . TRIFLUOROETHANE) 241820 Grr40CFNITFILL 2.2 1066 6 LB 1 NITROGEN,COMPRESSED 26000 -5 34541 GTfBFILL 21 1001 6 LB 1 ACETYLENE,DISSOLVED 28000 5 34543 G/TMCFILL 2.1 1001 6 LB 1 ACETYLENE,DISSOLVED 10000 3 78789 HER104308 8 1840 111 2 OZ 48 ZINC CHLORIDE 30 1 11247 HER20-205 8 1830,11 QT 1 SULFURIC ACID 4250 18 11248 HER20-211 8 183011 12 GAL 1 SULFURIC ACID 8330 6 11249 HER20-305 8 1789 111 QT 1 HYDROCHLORIC ACID 2830 12 11250 HER20.310 8 1789 111 GAL 1 HYDROCHLORIC ACID(SIZZLE) 10500 3 30814 HER20-602 QT 1 PENTAHYDRATE 2500 2 11256 HER25-105 - - - 5 LB 1 STAPUT PUTTY 5000 13 11259 HER25-405 3 1299 111 QT 1 MINERAL SPIRITS 2500 2 11260 HER25-410 3 1299 111 GAL 1 MINERAL SPIRITS 9000 2 3 1299 111 GAL 1 MINERAL SPIRITS 9000 165249 HER252034 5.1 147911 9 LB 1 SODIUM CARBONATE PEROXHYDRATE 10000 79 11274 HER35310 3 1299 111 QT 1 MINERAL SPIRITS 2170 2 11279 HER35-504 PT 1 SODIUM SILICATE 2090 4 15255 HER40-115 QT 1 2500 1 11294 HER45-210 3 1299 111 GAL 1 MINERAL SPIRITS 8500 1 3 1299 111 GAL 1 MINERAL SPIRITS 8500 3 199911 ASPHALT CUTBACK 11293 HER45-801 21 1075 12 PT 1 I PROPYLENE GLYCOL 1060 8 11299 HER60-013 GAL 1 SODIUM SILICATE 1000 32 11300 HER60-015 3 205611 PT 1 TETRAHYDROFURAN 1250 27 3 205611 PT 1 TETRAHYDROFURAN 1250 3 1993111 METHYL ETHEL KETONE 3 1915 111 CYCLOHEXANONE R-L#.JALTI JCLASS UN# PG CONTAINER CONT SHIPPING-NAME WEIGHT QOH {` 93712 VKCH421 8 1805 111 GAL 1 PHOSPHORIC ACID 10750 3 93740 VKCVB-WASP 14 OZ 12 1250 3 221446 VKCVIR-TREAT 160 OZ 6 33000 2 105871 VKCWLI 8 176011 GAL 1 HYDROCHLORIC ACID 10250 4 68917 W/PT50-2W 8 18141 2 OZ 1 POTASSIUM HYDROXIDE 400 5 153309 WHIGBI 8 1824111 LB 1 SODIUM HYDROXIDE 1300 31 l r i n Eliza Cox From: jehart@cccls.com Sent: Tuesday, October 25, 2011 4:52 PM To: Perry, Tom; Martin, Cynthia; Eliza Cox Cc: McKean, Thomas Subject: RE: Cape Cod Commercial Linen Service-880 Attucks Lane, Hyannis- Follow-Up thank you. ..On October 25, 2011 at 4 : 37 PM "Martin, Cynthia" Cynthia.Martin@town.barnstable.ma.us> wrote : > Good Afternoon All, > Once again there was an oversight in the review of the MSDS. Fe-Resist > is incompatible with acid, which meets the definition of a hazardous > material . Therefore the total quantity of hazardous material is now at > 760 gallons . > A discussion with Tom McKean resulted in there being no issues in > regards to the planned location of CCLS at 880 Attucks Lane. This > decision is based on the fact that there .may have been an inventory as > high as 1, 139 . 5 gallons at that location. This number is based on the > combined highest number of gallons noted in 1997, and the highest amount of gas (as gallons) as noted in 2008 . For the record the maximum amount > of hazardous material. (liquid and gas combined) documented to be at that > location at the same time is 712 . 5 gallons . > Feel free to contact me with any questions . > > Cindy > -----Original Message------ - > From: D. Jeffrey Ehart [mailto: jehart@cccls .com] ' > Sent: Thursday, October 20, 2011 3 : 38 PM > To: Eliza Cox; Martin, Cynthia; Perry, Tom > Subject: RE: Cape Cod Commercial Linen Service . - 880 Attucks > Lane, Hyannis - Follow-Up > A. > Thank you to all .. Once up and running, I invite you to see our. > new operation. . > Jeff Ehart > 1 �� Thomas Perry October 12, 2011 Page 6 ACKNOWLEDGED AND AGREED THAT NO ZONING RELIEF IS REQUIRED FOR CCCLS's PROP SED USE OF,THE PROPERTY: Thomas Perry, Building C issioner cc: Jeffrey Ehart, Owner, Cape Cod Commercial Linen Service, Inc. 2050573.2 Nutter OWN OF BAANI STABLE t°; Eliza Cox Direct Line: (508)790-5431 Fax: (508)771-8079 E-mail: ecox@nutter.com ''#October 12, 2011 0110062-00003 By Hand Delivery Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Cape Cod Commercial Linen Service, Inc 880 Attucks Lane, Hyannis Dear Tom: I am writing on behalf of Cape Cod Commercial Linen Service, Inc (hereafter "CCCLS"), following up on our meeting of September 27, 2011, with reference to CCCLS's proposed relocation of its business to 880 Attucks Lane, Hyannis (the "Property"), the former location of FW Webb Company. The owners of CCCLS have the Property under purchase and sale agreement, and pursuant to the due diligence period afforded under the purchase and sale agreement, are seeking your confirmation that CCCLS's proposed use of the Property, as described herein below, complies with the Town of Barnstable Zoning Ordinances (hereafter the "Zoning Ordinances") without need for zoning relief. Subiect Property/Background The subject Property is shown on Town of Barnstable Assessor's Map 312, as Parcel 31, and, according to the assessor's records consists of 1.85 acres of land. For your reference, an aerial photograph of the Property, taken from the Town's website, is attached as Exhibit A. The Property is located within the Industrial (IND) zoning district and within several overlay districts, including the Groundwater Protection(GP) overlay district. The site is developed with an approximately 27,000 square foot industrial building which, according to the Town's assessor's information was originally constructed in 1981, and added onto in 1998. The 1998 addition, which consisted of approximately 15,000 square feet, received the following permits from the Cape Cod Commission and the Barnstable Zoning Board of Appeals: NUTTER McCLENNEN & FISH LLP • ATTORNEYS AT LAW 1471 Iyannough Road • P.O. Box 1630 • Hyannis, Massachusetts 02601-1630 • 508-790-5400• Fax: 508-771-8079 www.nutter.com Thomas Perry October 12, 2011 Page 2 1. Development of Regional Impact Exemption, dated August 21, 1997, from the Cape Cod Commission, Project Review 4TR-97009/EX-97009, a copy of which is attached as Exhibit B (hereafter the "CCC Decision"). 2. Variance decision from the Barnstable Zoning Board of Appeals, dated February 20, 1998, Appeal No. 1998-20, a copy of which is attached as Exhibit C (hereafter the "Variance Decision"). The Variance Decision granted relief from the minimum lot area, coverage and screening requirements of the IND zoning district and from the lot coverage requirements of the GP overlay district. The existing building is serviced by Town water and sewer. As indicated and described in the attached decisions,the Property was previously occupied by FW Webb Company, a wholesale supplier of plumbing materials. Proposed Relocation Presently, CCCLS operates out of two locations in Hyannis: 32 Baxter Road and 485 West Main Street. The existing properties are zoned,respectively, Highway Business (HB) and Hyannis Gateway (HG). And, both of these existing locations are within the most-sensitive WP overlay district. With this proposal, CCCLS will relocate and consolidate its operations to the subject Property. This consolidation will generate significant efficiencies for CCCLS. Indeed, with the relocation, CCCLS will be upgrading its equipment resulting in significant energy and water consumption savings. CCCLS will become the first"green" commercial laundry service on Cape Cod. It is anticipated that CCCLS's Baxter Road and West Main Street locations will be sold after the relocation. As we discussed, CCCLS is not proposing any significant changes to the Property with its relocation. The interior of the building will be remodeled to accommodate the proposed use, including upgrading the plumbing and electrical connections. In addition, slight modifications will likely be made to the existing loading area. However, the footprint, exterior of the building and site layout are not proposed to be modified with this change in use. Compliance with Zoning: IND and GP Zoning Districts The IND zoning district allows, as a principal permitted use: "any use permitted in the B district."1 The B zoning district permits, as principal permitted uses the: "place of business of...clothes cleaner or presser..." as well as"any other ordinary business use of a similar nature."2 Cape Cod Commercial Linen Service operations include washing, drying and pressing ' See §240-32(A)(1)(a)of the Zoning Ordinances. 2 See §240-2 1(A)(5)and(8)of the Zoning Ordinances. Thomas Perry October 12, 2011 Page 3 bedding, towels, clothing and other linens and,therefore, would be considered a"clothes cleaner" and/or an "other business use of a similar nature." CCCLS does not presently, and is not proposing at the new location,to do any dry cleaning. Accordingly, with this correspondence, CCCLS is seeking your confirmation that its proposed use of the Property is principally permitted, as a matter of right, within the IND zoning district. As noted above, the Property is also located within the GP overlay district. The GP overlay district was first established in 1987 and amended several times. It permits any use allowed in the underlying zoning district except for those uses "specifically prohibited"by §240- 35(F)(2). A laundry service is not listed as a"specifically prohibited"use in the GP overlay. Section 240-35(F)(2)(u)[5] of the GP overlay also prohibits any use which involves as a "principal activity or use the generation, storage, use, treatment, transportation or disposal of hazardous materials." As we discussed, CCCLS does use certain chemicals in connection with its laundry operations. CCCLS is proposing to use the following chemicals, in the quantities noted below, which are noted on their respective MSDS sheets as having a"hazardous ingredient" with its proposed relocation to the Property: Name of Product Type of Product Proposed Quantity Starlite Alkaline Laundry Booster 150 gallon tank, kept 80-90% full Sodium Hypochlorite Bleach 150 gallon tank, kept 80-90% full Alis Laundry Detergent 100 gallon tank, kept 60-80% full Citri-Brite Citrus Laundry Detergent 55 gallon tank, kept 80-90% full Rustex/Sour Rust Remover 150 gallon tank, kept 80-90% full Copies of the MSDS sheets for each of the above chemicals are attached as Exhibit D. It is significant to note that the proposed chemical inventory for the Property is significantly less than CCCLS's existing chemical inventories for its West Main Street and Baxter Road locations, both of which are within more sensitive Wellhead Protection(WP) districts. Thomas Perry October 12, 2011 Page 4 Section 240-128 of the Zoning Ordinances defines "hazardous materials" by referring to Chapter 108 of the Code of the Town of Barnstable (the "Code"). A copy of this definition from Chapter 108 of the Code is attached as Exhibit E. All of the above-referenced products are standard consumer products: laundry detergents, bleach, laundry boosters, and rust removers. Indeed, these products are sold to consumers in grocery and convenience stores, many of which are located within the WP and GP overlay districts. In fact, the Cape Cod Commission explicitly exempts such"consumer products"which it defines as "any product that when released into the environment will not pose a significant contaminant threat to groundwater and drinking water supplies, including, but are not limited to, liquid chlorine bleach,...laundry detergent,...laundry fabric softener,...laundry detergent boosters,...'"3 from its definition of a"hazardous material." (Emphasis supplied.) As evidenced by the Cape:Cod Commission's explicit exclusion of these products as not posing significant contaminant threats, the products should also not be considered"hazardous materials"by the Town based on subpart (1) of the Code's definition of a "hazardous material." However, even if all of the above products were considered"hazardous materials"under the Code's definition, and further assuming that all of the tanks were 100% full, this would result in a potential total of 605 gallons. This is still significantly less than the total amount of hazardous materials permitted with FW Webb's prior use of the Property. In findings 7, 8, and 9 of the CCC Decision, it is noted that FW Webb's inventory of hazardous materials stored on the site fluctuated with somewhere between 213.5 to 627.5 gallons and 700 to 750 pounds of hazardous materials. In general, one gallon weighs somewhere between 8.5 to 13 pounds. Therefore, using the more conservative number of 8.5 pounds, if FW Webb's prior inventory of 700 to 750 pounds is converted to gallons, this would translate to 82 to 88 gallons. If these are then added to the 213.5 to 627.5 gallons referenced in the CCC Decision, the total gallonage of FW Webb's grandfathered hazardous materials inventory on the Property fluctuated between 301.5 to 715.5 gallons at any given time. Therefore, with CCCLC's maximum potential of 605 gallons of chemicals at the Property, this proposed quantity is significantly less than the total amount permitted and grandfathered on the site with FW Webb's prior use. In our meeting you inquired whether FW Webb retained credit for this quantity of hazardous materials when it recently relocated to 108 Breeds Hill Road. For your reference, a copy of the Cape Cod Commission's decision dated May 14, 2009 for FW Webb's expansion of and relocation to Breeds Hill Road is attached as Exhibit F. As indicated in Findings WRF5 and WRF 6 thereof(page 16), the Commission allowed FW Webb to take credit for The Mill Store's 3 See Definitions Appendix of the 2009 Cape Cod Commission Regional Policy Plan. 4 See finding 8. 5 Based on CCCLS's policy of not filling the tanks,the actual amounts stored at any given time will be 428 —534.5 gallons. Thomas Perry October 12, 2011 Page 5 prior on-site hazardous materials inventory which consisted of 105 gallons. No hazardous materials credits from 880 Attucks Lane were transferred to the Breeds Hill location with FW Webb's relocation. Therefore, FW Webb's prior inventory of hazardous materials at the Property (as described above and as noted in Findings 7-9 of the CCC Decision) are available as credits for CCCLS. Based on the foregoing, we are asking that you please confirm that CCCLS's proposed use of up to 605 gallons (but more likely 428—534.5 gallons) of the above referenced hazardous ingredient-containing products on the Property is permissible, as a matter of right, in the GP Overlay district based upon FW Webb's previously permitted and grandfathered inventory of between 213.5 to 627.5 gallons and 700 to 750 pounds of hazardous materials (or, if all converted to gallons, 301.5 to 715.5 gallons). As I mentioned in our meeting, CCCLS has a very tight due diligence and permitting period under its purchase and sale agreement with the owner of the Property. Therefore, it is important that we confirm with you that CCCLS's proposed use of the Property is permissible, a matter of right without the need for zoning relief, in both the IND zoning district and, based on FW Webb's grandfathered quantities of hazardous materials, in the GP overlay district. Certainly, if you have any questions or require any additional information, please do not hesitate to contact me. Otherwise, if you are in agreement that no zoning relief is required for CCCLS's proposed use of the Property, as described herein, kindly countersign this letter, as indicated below, and return a copy to me. Thank you very much for our time and review of this matter. Again, if you have an Y Y Y g � Y Y questions or wish to discuss this,please contact me at your earliest convenience. With kind regards, I remain, Very truly yours, 6( 6d Eliza Cox EZC:ezc Attachments J D Town of Barnstable Geographic Information System October 12,2011 f � a ■ y, t r A r a - r T Fresh Hole P d + t. m. �a r; @ ti a � my f"Y r,Fp G� 1•t... - x:a 3 R '.-y.. �'• .\ .. _ � t �'z.' aim. . v . , f a DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:312 Parcel:031 - - Selected Parcel - - - boundary determination'or regulatory interpretation. Enlargements beyond a scale of Owner:RAM CONSTRUCTION LLC Total Assessed Value:$1312400 1"=100'may not meet established map accuracy standards. The parcel lines on this map -are only graphic representations of Assessor's tax parcels: They are not true property Co-Owner: - - _ Acreage:1.85 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:880 ATTUCKS LANE t+f such as building locations. - Buffer Aerial Photos Taken April 19,2008 I / co °'� BA'e`�'s CAPE COD COMMISSION J 0 3225 MAIN STREET .. P.O. BOX 226 BARNSTABLE, MA 02630 Cff"'u FAX(508)362-31136 E-mail:74260.3152@compuserve.com DATE: August 21, 1997 '#TR-97009 . #EX-97009 TO: F.W. Webb and Company C/o John D. Pope C/o Patrick M. Butler, Esquire Nutter, McClennen & Fish;,LLP 1513 Iyanough Road P.O.Box 1630 Hyannis, MA 02601 FROM: Cape Cod Commission RE: Development of Regional Impact Application Barnstable County Ordinance 94-10, Chapter A, Section 3(e) Development of Regional Impact Exemption Section 12(k) of the Cape Cod Commission Act APPLICANT: F.W. Webb and Company C/o John D. Pope PROJECT: 15,258 square foot addition to an existing 11,730 square foot F.W. Webb building at 172 Attucks Lane, Hyannis, MA BOOK/PAGE: Book 3267,Page 15 Map 312, Parcel 31 -------- ----------------------------------------------- DECISION OF THE CAPE COD COMMISSION SUMMARY The Cape Cod Commission (the Commission) hereby approves the application of the F.W. Webb Company care of Mr. John D. Pope for an Exemption as a Development of Regional Impact. The project qualifies as a Development of Regional Impact under Barnstable County Ordinance 94-10, Chapter A, Section 3(e) as the construction of a new 15,258 square foot addition to an existing 11,730 square foot F.W. Webb building at 172 Attucks Lane. The applicant also filed for a Development of Regional Impact Exemption pursuant to Section 12(k) of the Cape #TR 97009/#EX 97009 F.W. Webb DRI Exemption Decision August 21, 1997 6 It was the consensus of the Subcommittee that the project did not present regional impacts. Mr. Olsen moved to recommend to the full Commission that the project should be granted a DRI Exemption based on the submissions for the record, the public testimony and the draft Findings above and that there are no impacts outside of the Town of Barnstable. Ms. Bebout seconded the motion and it was unanimously approved. Additional testimony was received on this project at the August 21, 1997 Cape Cod Commission meeting. JURISDICTION The proposed project qualifies as a DRI under Chapter A, Section 3(e), Barnstable County Ordinance 94-10: new construction, addition or auxiliary buildings with a gross floor area greater than 10,000 square feet. This DRI Exemption is granted subject to Section 12(k) of the Cape Cod Commission Act, as amended. FINDINGS The Commission has considered the combined DRI/DRI Exemption application of Mr. John D. Pope for F.W. Webb for the construction of a new 15,258 square foot addition to an existing 11,730 square foot F.W. Webb building at 172 Attucks Lane. Based on consideration of such application, the information presented at the public hearing and submitted for the record, the Commission makes the following Findings: 1. This project was reviewed under the 1996 Regional Policy Plan. 2. The Applicant provided information on the traffic characteristics of the existing business and estimate of additional traffic expected with the addition. A traffic count conducted on 7/10/97 indicates that there.were 14 trips (5 into the site and 9 out) during the PM peak hour of 4:15 PM to 5:15 PM. The Applicant also estimated an increase of 18 vehicle trips (using Institute of Transportation Engineers trip generation data) through the site drive during the PM peak hour as a result of the proposed addition. A total of 32 peak hour trips (14 existing plus 18 new) is expected at the site drive with the.proposed project. This amount of in in traffic is not expected to significantly impact the regional roadway system. 3. The current site access is excessively wide (150 feet) and lacks definition from Attucks Lane. The current design does not conform to general guidelines for site design and access for this type of business. A revised site plan submitted by the Applicant on 8/.11/97 shows a narrowing of the site access drive by approximately 50 • t #TR 97009/#EX 97009 r F.W. Webb DR1 Exemption Decision August 21, 1997 7 feet. Safety will be enhanced as a result of this improved driveway design. 4. Vegetation along Attucks Lane limits the visibility of drivers at the site drive as they look left toward Airport Road when exiting the site. In particular, a single bush restricts the visibility of drivers. The Applicant's representatives testified at the 8/11/97 hearing that as part of this project, the vegetation which-obstructs visibility will be removed and the area will be relandscaped with low growing vegetation. With this vegetation removed, adequate sight distances will then be available at the site drive, improving safety. 5. The Applicant's representatives testified at the 8/11/97 hearing that improvements to on-site circulation of trucks would be discussed at upcoming Site Plan Review meetings. 6. The application information indicates that public sewer was made available to the site in 1993, but that it has not been connected up. At the 6/19/97 Joint Review/Scoping Session with Barnstable officials, Mr. McKean, Director of the Barnstable Health Department, indicated that F.W. Webb should connect to the available sewer. The Applicant's representatives testified at the 8/11/97 hearing that as part of this project the company will connect to sewer. He stated it would be a j requirement of local approvals and the Certificate of Occupancy for the project. 7. The Toxic and.Hazardous Materials Registration Form (dated 4/7/97) submitted by the Applicant indicates that F.W. Webb had on site approximately 213.50 gallons and 700 pounds of hazardous materials. These figures include 600 pounds of Freon and 100 pounds of salts used as water additives. A May, 1997 Registration Form on file with the Barnstable Health Department indicates that the company had on site an additional 414 gallons of hazardous materials along with 12 cases of caulking/adhesives. 8. The Applicant testified at the 8/11/97 hearing that the inventory of hazardous materials stored on site can fluctuate based on customer demand and the season (particularly for the antifreeze used to winterize plumbing systems). 9. In a letter dated August 18, 1997 which was submitted for the record, it was noted that the company has 250 gallons and 750 pounds of hazardous materials on site at any time. 10. The application states that it is not anticipated that there will be any change, #TR 97009/#EX 97009 F.W. Webb DRI Exemption Decision August 21, 1997 " 8 i either qualitatively or quantitatively, in the amount of hazardous materials used or stored on the property as a result of the addition. 11. The project site is within a Significant Natural Resources Area as,mapped by the Cape Cod Commission due. to its location within a Wellhead Protection Area. The site is not located within estimated rare species habitat identified by the Massachusetts Natural Heritage and Endangered Species Program. Given the condition of the site, no Natural Resource Inventory was required for this site. 12. The Applicant's representatives testified at the 8/11/97 hearing that the Barnstable Airport took approximately 12,522 square feet of lot area in 1988 for a runway expansion. The Applicant's representatives also testified that with the proposed addition, approximately 28% of the site would be landscaped area. The project is not expected to have an impact on regionally significant natural resources. 13. In a letter dated 8/11/97 submitted by the Applicant's representatives, it was noted that Mr. Ben Jones, the Barnstable Airport Manager, had confirmed that the proposed addition would not have any adverse impact to the adjacent runway with regard to lighting or impacts to existing airplane navigation easements. #TR 97009/#EX 97009 F.W. Webb DRI Exemption Decision August 21, 1997 9 CONCLUSION Based on the above findings, the Cape Cod Commission hereby concludes: 1., So long as the project is constructed consistent with the Findings set forth above, the location, character and environmental effects of the proposed addition to the F.W. Webb building at 172 Attucks Lane, Hyannis (Barnstable), MA prevent its having any significant impacts on the values and purposes protected by the Cape Cod Commission Act, as amended, outside of the municipality in which the proposed project is to be located. .r The Cape Cod Commission hereby grants a.Development of Regional Impact Exemption for the proposed 15,258 square foot addition to the F.W. Webb building at 172 Attucks Lane, Hyannis (Barnstable), MA pursuant to Section 12(k) of the Cape Cod Commission Act, as`amended. This Exemption Decision is valid for three (3) years from the date of issuance. Vicky Beb , Chair Date COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. Subscribed and sworn to before me this '�ql I day of 19 D NAME, Notary My.Commission expires: Zommisiion Expires Dceen,Fier 5.1997 #TR 97009/#EX 97009 F.W. Webb -'` DRI Exemption Decision August 21, 1997 kc) Town of Barinstable Zoning Board:of Appear Decision and Notice Appeal No.1998-20.-F.W.Webb Co. Variance Pursuant to Section 3=4.2(5)—Bulk itegulations.,Section 3-4.2(6) -Special Screening Standards�.Section 3-5.2(6)(C)-GP Groundwater Protection District-Lot Coverage Summary Granted.with Conditions Applicant: F.W.Webb Co. Property Address: 172 Attucks Lane;Hyannis Assessor's Map/Parcel Map 312,Parcel 031 Area. , 1.85 acres Building Area: 26,737 sq.ft. Zoning: IND Industrial Zoning District Groundwater Overlay: GP Groundwater Protection District Background: The property is a 1.85 acre parcel improved with.a 11,730 sq. ft building currently used for the wholesale supply of plumbing products. Wholesale is a permitted use in the IND Industrial Zoning District. The applicant proposes to construct a two story addition to the south side of the existing building that would increase the building footprint by 8,365 sq.ft. and the gross floor area by 15,007.sq.ft., resulting in an increased nonconformity to impervious coverage. All projects'over 10,0.00 sq. ft: in area must be reviewed by the Cape Cod Commission. This proposal obtained a DRI exemption from the Cape Cod Commission in August of 199T The existing structure was built in 1981, according to the assessor's card. It is nonconforming because it does not meet the minimum lot area, minimum front or side yard setbacks, or the maximum impervious coverage limitation of the zoning district and groundwater overly district in which it is located. In Appeal No. 1998-19,the applicant is requesting a Special Permit pursuant to Section 44.4 for the expansion of a pre-existing nonconforming structure not used as a single or two-family dwelling. The applicant is also seeking a variance in Appeal No. 1998-20, from-.Section 3-4.2(5)Bulk Regulations-Minimum Lot Area, Section 3-4.2(6)Special Screening Standards and Section 3-5.2.(6)(C)GP Groundwater Protection,District-impervious Coverage Limitation. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on November 21, 1997. An extension of time to hold the public hearing and to file the decision was executed by the applicant and Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with.MGL Chapter 40A. The hearing was opened February 04, 1998,, and continued to February.11. 1998, at which time the Board granted the request for a variance with conditions, but denied the Special Permit request. Hearing Summary: Board.Members hearing these appeals were Gail.Nightingale,Ron Jansson,..Gene Burman, Elizabeth Nilsson, and Chairman Emmett Glynn. Attorney Patrick Butler represented the applicant. Dan Foley, General Manager for F.W. Webb, Co.was also present. Attomey Butler requested and the Board agreed to.have both appeals heard together. ' Attorney Butler submitted a memorandum in support of these appeals and reviewed the information with the Board. As background, Mr. Butler said the applicant bought the subject property in 1981 and constructed the existing 11,730 square foot building in 1983. F.W.Webb is a wholesale supplier of plumbing materials with ten employees and approximately 600 customers. During.the last ten years, the business has outgrown its current Town of Barnstable-Zoning Board of Appea,.-Decision and Notice Appeal No. 1998-20 F.W.Webb Co. Variance-Section 342(5)-Bulk Regulations,Section 3-4.2(6)-Special Screening Standards and Section 3-5.2(6)(C)-GP Groundwater Protection District'-Lot Coverage space requiring the use of outdoor storage and outdoor trailer on the site. The proposal would increase the footprint by 8,365 sq. ft.with a second floor of 6,893 sq.ft. Attorney Butler reviewed the lot and the airport taking in 1988 for the runway expansion. In that taking the lot area was reduced, creating the nonconforming lot in terms of area. As a result ft created a lot with 55%of impervious surface. Attorney Butler reviewed the August 21, 1997,Cape Cod Commission exemption as a Development of Regional Impact(DRI), and the October 9, 1997, Site Plan Review Approval, Attorney Butler noted that the proposed addition will result in substantial benefits to both the neighborhood and the.public good as opposed to any detriment to the area. Some benefits include an increase of approximately 28%of landscaping area; a reduction of the.curbcut, and an economic benefit. Plus, the ability.to have an increase in space will result in fewer trips off Cape to obtain inventory. With regards to the Variance,the lot is unusually shaped which is directly related to the hardship created as it relates to the ability to meet the impervious coverage limitations. As.to screening,the size, width, and shape of the lot make it almost impossible to meet the screening requirements of Section 3-4.2(6)of the Zoning Ordinance. Attorney Butler reported that he met with the previous Airport Manager, Ben Jones in August.and he[Mr. Jones]stated there were no problems as far as the airport was concerned. There is an aviation easement over this area. The structure will not intrude into this easement. Last week, Mr. Butler met with John MacDonald, Assistant Manager/Acting Manager of the airport and he foresees no problems. Article IX of the Town's General Ordinances deals with the Airport Approach Protection Ordinance of the Barnstable Municipal Airport and the Board asked Attorney Butler if he had anything in writing from the Airport Commission regarding the General Ordinance and the Airport Approach Protection. Mr. Butler replied he did not. The Board requested such a letter be submitted to the file.. The Board and Attorney Butler discussed the Attucks Lane Project. However,there is"nothing in concrete" regarding this project. Public Comments: No one.spoke in favor or in opposition to this appeal. There are two letters of support, one from Janet Leydon of On Cape Lithographers; Inc.and one from John Cunningham of Barbyann's Restaurant The Board determined that these appeals would be continued to February 11, 1998,to allow Attorney Butler time to obtain a reduced plan identifying the landscaping, screening, and the amount(%)of impervious surfaces the variance criteria as it relates to the screening; and a letter from the Airport Assistant Manager as it relates to the Airport Approach Protection Ordinance. At the continuance of February 11, 1998,Attorney Butler submitted a letter from John J.MacDonald Ill, interim Airport Manager and a layout plan including a table of'screening requirements. He reviewed the plan and the table showing the amount of screening. Because of the limited width of the lot and the way in which the lot is laid out, it is impossible to.have a 50 foot font yard vegetated screening. However,there is 28.3%°of the lot in impervious state and that meets the minimum of 25%vegetation requirement: Findings of Fact: At the Hearing of February 11, 1998,. the Board.unanimously found the following,findings of fact as related to Appeal No. 1998-20: 1. The property is owned by the applicant, F.W.Webb, Co. and is located at 172 Attucks Lane, Hyannis, MA as shown on Assessor's Map 312, Parcel 031:and consists of 1.85 acres. The property is currently in the IND.Industrial Zoning District. 2. The property.currently has an 11,730.sq. ft. building,which is used for the wholesale.supply of plumbing ' products. The use is a permitted use allowed inthe IND Industrial Zoning District. 3.. The applicant proposed to build two=story addition to the south side of the existing building that would increase the building footprint by 8,365 square.feet and the gross floor area by an excess of 15,000 sq.ft. and the result of the proposal would create a nonconforming with reference.to impervious coverage. 2 Town of Barnstable-Zoning Board of Appears-Decision and;Nofice Appeal No. 1998-20-F.W.Webb Co. Variance-Section 3-4.2(5) Bulk Regulations,Section 3-4.2(6)-Special Screening Standards and Section 3-5.2(6)(C)-GP Groundwater Protection District-Lot Coverage 4. The result of impervious coverage would be 62%and in the IND Industrial Zoning District(as well as the GP Groundwater Protection Overlay District)only 50%would be allowed. 5. The applicant has presented the:matter to the Cape Cod Commission for their review. They have declined review based on a DRI Exemption.. 6. The applicant is also seeking relief in the form of a Variance from the"so called"screening requirements in the IND Industrial Zoning District. 7. The dot's configuration is basically such that topographical features preclude.the applicant from expanding in any other meaningful way other than what is proposed due to the fact that property is bounded to the southeast by the airport and directly in front by Attucks Way. 8. The shape of the lot is somewhat irregular and is constricted by the fact that there is a building already on the lot. 9. Owing specifically to these topographical features, these features create a hardship upon which the petitioner would be denied his ability to fully utilize the lot. 10. Granting the relief requested would not be in derogation of the spirit and intent of the Zoning Ordinance in . that the Zoning.Ordinance nor would it be detrimental nor objectionable to the public good or the neighborhood affected. Decision: Based upon the findings a motion was duly made apd seconded to grant the Petitioner the relief being sought in Appeal Number 1998-20 with the following terms and conditions: 1. The property shall be developed in accordance with a Site Plan prepared by Glassman Associates, Inc., Architects and Engineers dated:July 24, 1997,and stamped as received on February 11, 1998, by the Zoning Board of Appeals. A"Cape Cod berm"shall be installed along Attucks Lane in the area where there is no curbcut according to said plan. . 2. The landscaping shall be as presented in the plan and installed, prior to an occupancy permit for the addition. This landscaping shall include the area within the right-of-way of Attucks Lane. 3. All signs shall comply with requirements of the Zoning Ordinance. 4. Prior to the issuance of an occupancy permit, the property abA connect to Town Sewer as approved by the Engineering Department of the Town of Barnstable. 5. All requirements of the Board of Health and the Building Code must be met. The Vote was as follows: AYE: Ron Jansson, Gene Burman,Gail Nightingale, Elizabeth.Nilsson,:and Chairman Emmett Glynn k NAY: None Order. T Variance Number 1998-20 has been Granted with Conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any,shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) daysiafter the date of Ule filing of this decision. A copy of which must be filed in the office of the Town Clerk. •�-t/ ,` ;4-0 1998 b Emmett Glynn, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County,'Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the oo of.the Town Clerk. Signed and sealed this j<< _ day.of Z. - 1998 under the pains and'penalties of perjury. " rida Hutcheririd`er,Town Clerk 3 PAR.: '-12 03.1. KEY: 31216 TAX CODE:400 POPE. JOHN D8 DEVINEo WM POPE—DEVINE ASSOCIATES - 200 MIDDLESEX TURNPIKE BURLINGTON MA 01803-000=) PAR: R312 032. ~"w-- PAR: R312 004. w PAR; R312 011. KEY: 401Z92 TAX CODE:400 KEY: 230976'4AX CODE:400 KEY: 231047 TAX CODE:400 BARNSTABLE, TOWN OF CARP) SCOTTo WILLIAM J 8 OCONNORP KAREN M TRS 480 BARNSTABLE RD 2ND FL SCOTTf LINCOLN D AIRPORT/CIT NOMINEE TRUST r BARNSTABLE MUNICIPAL AIRPRT X BAY STATE PIPING CO INC DRAWER M HYANNIS MA 02601-0000 174 AIRPORT RD HYANNIS MA 02601-0000 HYANNIS MA 02601-0000 PAR: R312 019. PAR: R312 018. PAR: R312 017. KEY: 231092 TAX CODE:400 KEY: 231083 TAX LODE:400 KEY: 231074 TAX CODE:400 ROBINSON, RUSSELL B DAVISP .LEE C JR 8 . OONAVANR JOHN J 8 264 IRVING AVE BRACKETT, CYNTHIA NEVESP JOSEPH M TRS PROVIDENCE RI 02706'-0000 X CAPE COD AUDIO NFAD REALTY TRUST 14 PLANT RD CONGRESSIONAL DRIVE HYANNIS MA 02601-0000 CUMMAQUID MA 02637-9000 PAR: R312 003. PAR: R294 077. PAR: R312 016. KEY: 230967 TAX CODE:400 KEY: 209395 TAX CODE:400 KEY: 231065 TAX CODE:400 KNEALEo EDWARD H III FRS- BAMBARA, JOHN D LEACH. JONATHAN H 8. 375 PLEASANT PINES AVE STARBOARD LN ROMEISER. DAVID E CENTERVILLE MA 02632-0000 OSTERVILLE NA 02655-0000 151 AIRPORT ROAD HYANNIS MA 02601-000l PAR: R31.2 0.14.00A PAR: 'R312 014.008 PAR: R312 014.000 KEY: 329102 TAX CODE:400 KEY: 329111 TAX CODE;400 KEY: 3291N TAX CODE:400 STEWARTP SRUC.E C 8 LINDA S STEWART& BRUCE CA LINDA S NEVE3P CHARLES F-8 DONNA T 11 CIT. RD 11 CIT .RO 9 ERIK'S PATH, HYANNIS MA 02601-0000 HYANNIS MA 02601-0000 S YARMOUTH MA 02664-0000 PAR: R31:2 014.000 PAR: R312 014:OOE' PAR: R312 014.00F KEY: 329139 TAX CODE:400 KEY: 329148 TAX CODE:400 KEY: 329157 TAX CODE:400 NEVESP CHARLES F 8 DONNA NEVES♦ CHARLES F 8 DONNA BLACKBURN, RAYMOND 8 E TRS 9 ERIK°S PATH 9 ERIK'S PATH X NEVESP CHARLES 8' DONNA S YARMOUTH MA 02664-0000 S YARMOUTH 'MA 02664-0000 COR.AIRPORT 8 CIT RO HYANNIS MA 02601-0000 PAR: R312 014.000 PAR: R294 080; PAR: R294 014. KEY: 329166 TAX CODE:400 KEY:, 208420 TAX CODE:400 KEY: 205682 TAX CODE:400 BLACKBURNs RAYMOND TR 8 CUNNINGHAMP JOHN M TR BOUCHER, PETER 8 BLACKBURN# ELEANOR TR JKC AIRPORT RD NOR TRUST CUNNINGHAMP JOHN TRS 993 MAIN ST 24 COVE ISLAND RD SC REALTY TRUST CENTERVILLE MA 02632-0000 CENTERVILLE. MA 02632-0000 120 AIRPORT RD HYANNIS MA 02601-0000 PAR: R295 020. PAR: R295 018.H04 PAR: R313 003.800 KEY: 208689 TAX CODE:400 KEY: 208652 TAX COOE:400 ' KEY: 231243 TAX CODE:100 LORUSSOP L PAUL BARNSTABLEP TOWN.OF. CARP) BARNSTABLE, TOWN OF CARP) PO BOX 1716 480 BARNSTABLE RD 2ND FL 460 BARNSTABLE RD 2ND FL HYANNIS MA 02601-0000 BARNSTABLE MUNICIPAL AIRPRT BARNSTABLE MUNICIPAL AIRPRT r HYANNIS MA 02601-�0000 HYANNIS MA 02601-0000 PAR: R313 003.H00. . KEY: 231252 TAX'CODE:400 BARNSTABLE# TOWN OF (ARP) 400 BARNSTABLE RD 2ND FL BARNSTABLE MUNICIPAL AIRPRT HYANNIS MA 02601-0000 J , i Material Safety Data Sheet ALIS ` LA° DUVROND DATE PREPARED: 01/17/07 COMIC , REVISION NUMBER: NEW COMP NY EMERGENCY#: 1-800-535-5053- INFOTRAC PRODUCT NUMBER: 3992 INC Crsi iN�rrcrti�u amrY SUPPLIERS PHONE M 201-935-4300 r SECTION I-IDENTIFICATION PRODUCT NAME: .......................................................:ALIS APPLICATION: .............................................................LAUNDRY DETERGENT SECTION 11-HAZARDOUS INGREDIENTS HAZARDOUS INGREDIENT CAS NUMBER PEL 2-BUTOXYETHANOL 111-76-2 SECTION III -PHYSICAL DATA APPEARANCE: .............................................................CLEAR BLUE LIQUIDBLAND ODOR BOILING POINT:...........................................................212 DEGREES F VAPOR PRESSURE: .....................................................NA VAPOR DENSITY(AIR=1): .........................................NA EVAPORATION RATE: ...............................................NA SPECIFIC GRAVITY: .................................................. 1.019 FLAMMABLE LIMITS: ...............................................NONE SOLUBILITY IN WATER: ..........................................COMPLETE VOLATILITY INCLUDING WATER: .......................NA SECTION IV-FIRE AND EXPLOSION DATA FLASHPOINT: ..............:..................:..........................NON-FLAMMABLE EXTINGUISHING MEDIA: .......................................... EDIA: ......:..................................CO2,WATER,FOAM,DRY CHEMICAL UPPER FLAMMABLE LIMIT(%BY VOL):............UNKNOWN LOWER FLAMMABLE LIMIT(%BY VOL): .........UNKNOWN AUTO-IGNITION TEMPERATURE:.........................NONE SPECIAL FIRE FIGHTING PROCEDURES:............NONE UNUSUAL FIRE AND EXPLOSION HAZARDS:.....NONE PAGE 1 of 3 fr Material Safety Data Sheet ALIS SECTION V-REACTIVITY DATA STABILITY CONDITIONS TO AVOID:....................NONE HAZARDOUS POLYMERIZATION:.......i..................WILL NOT OCCUR HAZARDOUS DECOMPOSITION PRODUCTS:.....OXIDES OF CARBON INCOMPATIBILITY:....................................................STRONG ACIDS REACTIVITY IN WATER: ..........................................NONE CONDITIONS TO AVOID NONE SECTION VI-HEALTH DATA THRESHOLD LIMIT VALUE: ...................................NONE OSHA: .............................................................................NO OSHAPEL:..................................................................... NA LISTED CARCINOGEN:..............................................NO MEDICAL CONDITION AGGRAVATED BY EXP: NONE KNOWN CHRONIC OVER EXPOSURE EFFECTS: ...............REPEATED SKIN CONTACT MAY CAUSE IRRITATION IARC MONOGRAPHS:..................................................NO NATIONAL TOXICOLOGY PROGRAM: ................NO EYES: ....................................... ............SPLASH PROOF GOGGLES SHIN DERMAL WASH WITH WATER SECTION VII FIRST AID BREATHING(INHALATION):...................................REMOVE TO FRESH AIR.CALL PHYSICIAN. SWALLOWING(INGESTION):..;...............................DRINK LARGE AMOUNTS OF WATER.DO NOT INDUCE VOMITING.CALL PHYSICIAN. EYES:................................................................................FLUSH WITH WATER FOR 15 MINS.CALL A PHYSICIAN. SKIN(DERMAL):...........................................................WASH WITH WATER. NOTE TO PHYSICIAN:.................................................NONE SECTION VIII EMPLOYEE PROTECTION RESPIRATORY PROTECTION:.................................. NONE NEEDED IN NORMAL USE LOCAL EXHAUST: ....................................................... ADEQUATE MECHANICAL EXHAUST: ......................................... NONE SPECIAL:.......................................................................... NONE OTHERS: ......................................................................... NONE PROTECTIVE CLOTHING:.......................................... NONE NEEDED IN NORMAL USAGE. EYE PROTECTION: .............................. ............ SPLASH PROOF GOGGLES PROTECTIVE GLOVES: .............................................. RUBBER OR PLASTIC ADDITIONAL MEASURES .......................................... NONE PAGE 2of3 Material Safety Data Sheet ALIS SECTION IX-SPILL AND DISPOSAL DATA SPILL: USE ABSORBANT ON EXCESS.SWEEP UP ABSORBANT AND PLACE INTO CLOSED CONTAINER.FLUSH AREA WITH WATER. WASTE DISPOSAL:OBSERVE ALL FEDERAL,STATE AND LOCAL REGULATIONS REGARDING+ DISPOSAL. OTHER PRECAUTIONS:AVOID PROLONGED SKIN CONTACT SECTION X-OTHER REGULATORY INFORMATION HMIS HEALTH: ............................................................ 1 HMIS FLAMMABILITY: .............................................0 HMIS PHYSICAL HAZARD: ......................................0 HMISOTHER:................................................................B SECTION XI -PRECAUTIONARY LABEL STATEMENTS WARNING: NONE SECTION XII -ADDTIONAL INFORMATION ADDITIONAL: NONE PAGE 3 of 3 / rr Material Safety Data Sheet CITRI-BRITE Dill DATE PREPARED: 03/23/11 ICAL REVISION NUMBER: NEW ' �}'' MIW ffi EMERGENCY M 1-800-535-5053-INFOTRAC ✓ 111c ulam,,�,s 9L PRODUCT NUMBER: 6296 • ems,. rum SUPPLIERS PHONE.#: 201-935-4300 SECTION I -IDENTIFICATION PRODUCT NAME: ....................... ...............CITRI-BRITE APPLICATION: .............................................................CITRUS BASED LAUNDRY DETERGENT SECTION II -HAZARDOUS INGREDIENTS HAZARDOUS INGREDIENT CAS NUMBER PEL 2-BUTOXYETHANOL 111-76-2 SECTION III -PHYSICAL DATA APPEARANCE: .............................................................CLEAR,BLUE LIQUID/CITRUS ODOR BOILING POINT:..........................................................212 DEGREES F VAPOR PRESSURE: .....................................................NA VAPOR DENSITY(AIR=1):.........................................NA(Air= 1) EVAPORATION RATE: .................................................NA SPECIFIC GRAVITY: ..................................................0.953 FLAMMABLE LIMITS: ................................................NONCOMBUSTIBLE SOLUBILITY IN WATER: ...............................i..........COMPLETE VOLATILITY INCLUDING WATER: .......................NA SECTION IV-FIRE AND EXPLOSION DATA FLASHPOINT: ..............................................................NA EXTINGUISHING MEDIA: .........................................CO2,WATER,FOAM,DRY CHEMICAL UPPER FLAMMABLE LIMIT(%BY VOL):............UNKNOWN LOWER FLAMMABLE LIMIT(%BY VOL): .........UNKNOWN AUTO-IGNITION TEMPERATURE: .........................NONE SPECIAL FIRE FIGHTING PROCEDURES: ...........NONE UNUSUAL FIRE AND EXPLOSION HAZARDS:.....NONE PAGE 1 of 3 Material Safety Data Sheet CITRI-BRITE SECTION V-REACTIVITY DATA STABILITY CONDITIONS TO AVOID:....................NONE HAZARDOUS POLYMERIZATION:..........................WILL NOT OCCUR HAZARDOUS DECOMPOSITION PRODUCTS:.....OXIDES OF CARBON INCOMPATIBILITY:....................................................STRONG ACIDS REACTIVITY IN WATER: ..........................................NONE CONDITIONS TO AVOID: ..........................................NONE SECTION VI-HEALTH DATA THRESHOLD LIMIT VALUE: ...................................NONE OSHA: ..............................................................................NO OSHAPEL:.................................................:................... NA LISTED CARCINOGEN:................... NO MEDICAL CONDITION AGGRAVATED BY EXP: NONE KNOWN CHRONIC OVER EXPOSURE EFFECTS: ...............REPEATED SKIN CONTACT MAY CAUSE IRRITATION IARC MONOGRAPHS:.........................................:.......NO NATIONAL TOXICOLOGY PROGRAM: ................NO EYES: ..............................................................................SPLASH PROOF GOGGLES SKIN(DERMAL):....... ....................................WASH WITH WATER SECTION VII FIRST AID BREATHING(INHALATION):....................................REMOVE TO FRESH AIR.CALL PHYSICIAN. SWALLOWING(INGESTION):...................................DRINK LARGE AMOUNTS OF WATER.DO NOT INDUCE VOMITING.CALL PHYSICIAN. EYES:...............................................................................FLUSH WITH WATER FOR 15 MINS.CALL A PHYSICIAN. SKIN(DERMAL):...........................................................WASH WITH WATER. NOTE TO PHYSICIAN:............................ ...........NONE SECTION VIII EMPLOYEE PROTECTION RESPIRATORY PROTECTION:.................................. NONE NEEDED IN NORMAL USE LOCAL EXHAUST: ....................................................... ADEQUATE MECHANICAL EXHAUST: ......................................... NONE SPECIAL:.................................p....................................... NONE OTHERS: ......................................................................... NA PROTECTIVE CLOTHING:......................................... NONE NEEDED IN NORMAL USAGE. EYE PROTECTION: ...................................................... SPLASH PROOF GOGGLES PROTECTIVE GLOVES: ...........n................................. RUBBER OR PLASTIC ADDITIONAL MEASURES:.......................................... NONE PAGE 2of3 Material Safety Data Sheet CITRI=BRITE SECTION IX-SPILL AND DISPOSAL DATA SPILL: USE ABSORBANT ON EXCESS.SWEEP UP ABSORBANT AND PLACE INTO CLOSED CONTAINER.FLUSH AREA WITH WATER. WASTE DISPOSAL:OBSERVE ALL FEDERAL,STATE AND LOCAL REGULATIONS REGARDING DISPOSAL. OTHER PRECAUTIONS:AVOID PROLONGED SKIN CONTACT SECTION X-OTHER REGULATORY INFORMATION HMISHEALTH: ............................................................ I HMIS FLAMMABILITY I . ............................................. HMIS PHYSICAL HAZARD: ......................................0 HMISOTHER:................................................................B SECTION XI -PRECAUTIONARY LABEL STATEMENTS WARNING: NONE SECTION XII -ADDTIONAL INFORMATION ADDITIONAL: NONE PAGE 3 of 3 Material Safety Data Sheet STARLITE IRMOND DATE PREPARED: 12/13/07 I 04MOL REVISION NUMBER: NEW CoMpfiffif 4 EMERGENCY M 1-800-535-5053- INFOTRAC vaw ;r�m.2c PRODUCT NUMBER: .18562 �! e�RwcJnnoftL taa a�am SUPPLIERS PHONE#: 201-935-4300 SECTION I-IDENTIFICATION PRODUCT NAME: ................................:.......................STARLITE APPLICATION: ............................................................ALKALINE LAUNDRY BUILDER SECTION II -HAZARDOUS INGREDIENTS HAZARDOUS INGREDIENT CAS NUMBER PEL SODIUM HYDROXIDE 1310-73-2 SECTION III -PHYSICAL DATA APPEARANCE: ..............................................................CLEAR,AMBER LIQUIDBLAND ODOR. BOILING POINT:........:.................................................212 DEGREES F VAPOR PRESSURE: .....................................................NA VAPOR DENSITY(AIR=1):.........................................NA EVAPORATION RATE: ...............................................NA SPECIFIC GRAVITY: .................................................. 1.39 , FLAMMABLE LIMITS: ................................................NONE SOLUBILITY IN WATER: ...........................................COMPLETE VOLATILITY INCLUDING WATER: .......................NA SECTION IV-FIRE AND EXPLOSION DATA FLASHPOINT: ..............................................................NA EXTINGUISHING MEDIA: .........................................NOT FLAMMABLE UPPER FLAMMABLE LIMIT(%BY VOL):............NA LOWER FLAMMABLE LIMIT(%BY VOL): .........NA AUTO-IGNITION TEMPERATURE: .........................NONE KNOWN SPECIAL FIRE FIGHTING PROCEDURES: ...........WEAR PROTECTIVE CLOTHING,TREAT AS IF PRODUCT WERE AN AQUEOUS SODIUM HYDROXIDE SOLUTION UNUSUAL FIRE AND EXPLOSION HAZARDS:.....UNKNOWN PAGE 1 of 4 r Material Safety Data Sheet STARLITE SECTION V-REACTIVITY DATA STABILITY CONDITIONS TO AVOID:....................NONE HAZARDOUS POLYMERIZATION:..........................WILL NOT OCCUR HAZARDOUS DECOMPOSITION PRODUCTS: .....OXIDES OF CARBON INCOMPATIBILITY:....................................................CONTACT WITH ORGANIC MATERIALS& CONCENTRATED ACIDS MAY CAUSE VIOLENT REACTIONS.CONTACT WITH MAGNESIUM,ALUMINUM,GALVANIZED ZINC,TIN,CHROMIUM,BRASS AND BRONZE GENERATES EXPLOSIVE HYDROGEN. REACTIONS WITH FOOD SUGARS MAY FORM CARBON MONOXIDE. REACTIVITY IN WATER: ..........................................NONE CONDITIONS TO AVOID: ..........................................NONE SECTION VI-HEALTH DATA THRESHOLD LIMIT VALUE: ............:.....................NONE OSHA: .............................................................................NONE OSHA PEL:..................................................................... 2 MG/CU.M LISTED CARCINOGEN:..............................................NO MEDICAL CONDITION AGGRAVATED BY EXP: NONE KNOWN CHRONIC OVER EXPOSURE EFFECTS: ...............NONE KNOWN IARC MONOGRAPHS:.................................................NO NATIONAL TOXICOLOGY PROGRAM: ................NO INGESTION:...................................................................RINSE INSIDE OF THE MOUTH WITH WATER. SIPS OF WATER MAY BE GIVEN IF PERSON IS FULLY CONSCIOUS.NEVER GIVE ANYTHING BY MOUTH TO AN UNCONSCIOUS OR CONVULSING PERSON.DO NOT INDUCE VOMITING.CONTACT A POISON CONTROL CENTER,EMERGENCY ROOM,OR PHYSICIAN t IMMEDIATELY AS FURTHER TREATMENT WILL BE NECESSARY. EYES: ..............................................................................CLOSE FITTING CHEMICAL SAFETY GOGGLES WITH FACESHIELD. SKIN(DERMAL): ...........................................................WASH AFFECTED AREA WITH WATER FOR 15 MINUTES.A MILD SOAP MAY BE USED IF AVAILABLE.CONTACT POISON CONTROL CENTER,EMERGENCY ROOM OR'PHYSICIAN IMMEDIATELY AS FURTHER TREATMENT WILL BE NECESSARY.IF SKIN FEELS SLIPPERY,THIS PRODUCT MAY STILL BE PRESENT IN SUFFICIENT QUANTITIES TO CAUSE RASH OR BURN.CONTINUE WASHING UNTIL SLICK SKIN FEELING IS GONE. THOROUGHLY CLEAN CONTAMINATED CLOTHING AND SHOES BEFORE REUSE OR DISCARD. PAGE 2 of 4 Material Safety Data Sheet STARLITE SECTION VII FIRST AID BREATHING(INHALATION):...................................REMOVE TO FRESH AIR.CALL PHYSICIAN. SWALLOWING(INGESTION):..................................RINSE INSIDE OF THE MOUTH WITH WATER. SIPS OF WATER MAY BE GIVEN IF PERSON IS FULLY CONSCIOUS.NEVER GIVE ANYTHING BY MOUTH TO AN UNCONSCIOUS OR CONSULSING PERSON.DO NO INDUCE VOMITING.CONTACT A POISON CONTROL CENTER,EMERGENCY ROOM OR PHYSICIAN RIGHT AWAY AS FURTHER TREATMENT WILL BE NECESSARY. EYES:...............................................................................FLUSH WITH WATER FOR 15 MINS.CALL A PHYSICIAN. SKIN(DERMAL):...........................................................WASH AFFECTED AREA WITH WATER FOR 15 MINUTES.A MILD SOAP MAY BE USED IF ' AVAILABLE.CONTACT A POISON CONTROL CENTER,EMERGENCY ROOM,OF PHYSICIAN IMMEDIATELY AS FURTHER TREATMENT WILL BE NECESSARY.IF SKIN FEELS SLIPPERY,THIS PRODUCT MAY STILL BE PRESENT IN SUFFICIENT QUANTITIES TO CAUSE RASH OR BURN.CONTINUE WASHING UNTIL SLICK SKIN FEELING IS GONE. THOROUGHLY CLEAN CONTAMINATED CLOTHING AND SHOES BEFORE REUSE OR DISCARD. NOTE TO PHYSICIAN:................................................CALLA PHYSICIAN. GET MEDICAL ATTENTION SECTION Vill EMPLOYEE PROTECTION RESPIRATORY PROTECTION:.................................. NIOSH APPROVED DUST/MIST FILTER RESPIRATOR. LOCAL EXHAUST: ........................................................ ADEQUATE MECHANICAL EXHAUST: ......................................... NONE SPECIAL:............................:............................................ WEAR PROTECTIVE CLOTHING,TREAT AS IF PRODUCT WERE AN AQUEOUS SODIUM HYDROXIDE SOLUTION OTHERS: ......................................................................... RUBBER BOOTS WITH SAFETY TOES, RUBBER APRONS,PVC CLOTHING AND PLASTIC HARD HATS SHOULD BE USED WHEN NECESSARY TO PREVENT SKIN CONTACT. s PROTECTIVE CLOTHING:......................................... PERSONAL PROTECTIVE CLOTHING AND USE OF EQUIPMENT MUST BE IN ACCORDANCE WITH 29 CFR 1910.132(GENERAL REQUIREMENTS), I33(EYE&FACE PROTECTION),AND.138(HAND PROTECTION). PAGE 3 of 4 V, Material Safety Data Sheet STARLITE EYE PROTECTION: .......................................................CLOSE FITTING CHEMICAL SAFETY GOGGLES WITH FACESHIELD. PROTECTIVE GLOVES: .............................................. NITRILE,NEOPRENE,OR NATURAL RUBBER. SECTION IX-SPILL AND DISPOSAL DATA SPILL: SMALL SPILLS-FLUSH AREA WITH WATER TO SEWER.LARGE SPILLS-USE ABSORBANT ON EXCESS.FLUSH AREA WITH WATER. WASTE DISPOSAL:OBSERVE ALL FEDERAL,STATE AND LOCAL REGULATIONS REGARDING DISPOSAL. OTHER PRECAUTIONS:NONE SECTION X-OTHER REGULATORY INFORMATION HMIS HEALTH: ............................................................3 HMIS FLAMMABILITY: .............................................0 HMIS PHYSICAL HAZARD: ......................................2 HMISOTHER:................................................................J SECTION XI -PRECAUTIONARY LABEL STATEMENTS WARNING: CORROSIVE " SECTION XII -ADDTIONAL INFORMATION ADDITIONAL: NONE PAGE 4 of 4 r Material Safety Data Sheet RUSTEX DIRMOND DATE PREPARED: 12/13/07 i a►tw.x CHCMICRL REVISION NUMBER: NEW mmm EMERGENCY M 1-800-535-5053- INFOTRAC PRODUCT NUMBER: 15664 • E-t ins N,cyan SUPPLIERS PHONE M 201-935-4300 ` SECTION I -IDENTIFICATION PRODUCT NAME: ........................................................RUSTEX APPLICATION: .............................................................LAUNDRY SOUR,RUST REMOVER SECTION II —HAZARDOUS INGREDIENTS HAZARDOUS INGREDIENT CAS NUMBER PEL AMMONIUM HYDROGEN DIFLUORIDE 1341-49-7 ortho-Phosphoramide 7664-38-2 SECTION III-PHYSICAL DATA APPEARANCE: .............................................................CLEAR,GREEN LIQUID/BLAND ODOR BOILING POINT:.............................. 212 DEGREES F VAPOR PRESSURE: ......................................................NA VAPOR DENSITY(AIR=1):.........................................NA EVAPORATION RATE: ................................................NA SPECIFIC GRAVITY: .................................................. 1.14 FLAMMABLE LIMITS: ...............................................NONE SOLUBILITY IN WATER: ..........................................COMPLETE VOLATILITY INCLUDING WATER: .......................NA f SECTION IV-FIRE AND EXPLOSION DATA FLASHPOINT: ..............................................................NON-FLAMMABLE EXTINGUISHING MEDIA: ..........................................NOT FLAMMABLE UPPER FLAMMABLE LIMIT(%BY VOL):............NA LOWER FLAMMABLE LIMIT(%BY VOL): .........NA AUTO-IGNITION TEMPERATURE: .........................NONE KNOWN SPECIAL FIRE FIGHTING PROCEDURES: ...........FIRE FIGHTERS SHOULD USE FULL PROTECTIVE CLOTHING AND SELF CONTAINED BREATHING APPARATUS , UNUSUAL FIRE AND EXPLOSION HAZARDS:.....NONE IF TREATED AS A DILUTE SOLUTION OF A MINERAL ACID PAGE 1 of 3 n Material Safety Data Sheet RUSTEX SECTION V-REACTIVITY DATA STABILITY CONDITIONS TO AVOID:....................NONE HAZARDOUS POLYMERIZATION:..........................WILL NOT OCCUR HAZARDOUS DECOMPOSITION PRODUCTS:.....HYDROFLUORIC ACID INCOMPATIBILITY:....................................................STRONG ALKALI;FERROUS MATERIALS REACTIVITY IN WATER: .......................i..................NONE CONDITIONS TO AVOID: ..........................................NONE SECTION VI -HEALTH DATA THRESHOLD LIMIT VALUE: ...................................NONE OSHA: .............................................................................NONE OSHAPEL:.................................:................................... 2.5 MG/M3 as F LISTED CARCINOGEN:.............................................NO MEDICAL CONDITION AGGRAVATED BY EXP: NONE KNOWN CHRONIC OVER EXPOSURE EFFECTS: ...............CONTACT MAYBE IRRITATING AND CORROSIVE TO SKIN AND EYE.MAY BE FATAL IF INGESTED. IARC MONOGRAPHS:.................................................NO NATIONAL TOXICOLOGY PROGRAM: ................NO INHALATION:.................................................................REMOVE TO FRESH AIR.CALL A PHYSICIAN INGESTION:...................................................................INDUCE VOMITING,HAVE PATIENT DRINK , LIME WATER,SEE PHYSICIAN IMMEDIATELY. EYES: .............................................................................SPLASH PROOF GOGGLES SKIN(DERMAL):..........................................................WASH WITH SOAP&WATER SECTION VII FIRST AID BREATHING(INHALATION):...................................REMOVE TO FRESH AIR.CALL PHYSICIAN. SWALLOWING(INGESTION):..................................INDUCE VOMITING,HAVE PATIENT DRINK LIME WATER,SEE PHYSICIAN IMMEDIATELY EYES:...............................................................;...............FLUSH WITH WATER FOR 15 MINS.CALL A PHYSICIAN. SKIN(DERMAL):...........................................................WASH WITH SOAP&WATER FOR 15 MINUTES NOTE TO PHYSICIAN:..........................o.....................NONE SECTION VIII EMPLOYEE PROTECTION RESPIRATORY PROTECTION:.................................... NONE NEEDED IN NORMAL USE LOCAL EXHAUST: ....................................................... ADEQUATE MECHANICAL EXHAUST .......... NONE f PAGE 2 of 3 s :tl a Material Safety Data Sheet RUSTEX SPECIAL:......................................................................... FIRE FIGHTERS SHOULD USE FULL PROTECTIVE CLOTHING AND SELF CONTAINED BREATHING APPARATUS OTHERS: ......................................................................... NONE PROTECTIVE CLOTHING:......................................... RUBBER APRON EYE PROTECTION: ...................................................... SPLASH PROOF GOGGLES PROTECTIVE GLOVES: .............................................. RUBBER OR PLASTIC SECTION IX-SPILL AND DISPOSAL DATA SPILL: SMALL SPILL:NEUTRALIZE WITH CARBONATE OR BICARBONATE FLUSH WITH WATER TO SEWER. WASTE DISPOSAL:OBSERVE ALL FEDERAL,STATE AND LOCAL REGULATIONS REGARDING DISPOSAL. OTHER PRECAUTIONS:HAVE RUNNING WATER AVAILABLE IN CASE OF SPILL. ' SECTION X-OTHER REGULATORY INFORMATION HMIS HEALTH: ............................................................3 HMIS FLAMMABILITY: .............................................0 HMIS PHYSICAL HAZARD: ................................... 1 HMIS OTHER:...........:....................................................B E � SECTION XI-PRECAUTIONARY LABEL STATEMENTS WARNING: CORROSIVE SECTION XII -ADDTIONAL INFORMATION ADDITIONAL: NONE PAGE 3 of 3 Material Safety Data Sheet w Revision Issued: 9/24/2008 Supercedes: 9/09/2007 First Issued: 6/17/87 Section I - Chemical Product And Company Identification Product Name: Sodium Hypochlorite CAS Number: 7681-52-9 HBCC MSDS No. CC17000 t �1 0-0*'Rs 'If rh HILL BROTHERIKL,,. 1675 NORTH MPINSTREET + ORANGE,CALIFORNIA92867-3409 (T 14)998-8800 • FAX:(714)998-6310 RV Ahillbrotherscon. 1675 No. Main.Street, Orange, California 92867 Telephone No: 714-99878800 Chemtrec: 800-424-9300 T Section II - Composition/Information On Ingredients � -! F �_-----•-( Exposure Limits (TWAs) In Air i _ _ Chemical Name CAS Number. % (ACGIH TLV OSHA PEL STEf� L --J -Sodium Hypochlorite 7681 52-9 5 15-jN/AN/A E2mg/m3 FSodium Hydroxide 1310 73 _2 �< 1 ;N/�A - N/A 2/m3 Section III Hazard Identification w _.. _-...._ Routes of Exposure: Sodium hypochlorite may affect the body either through. ingestion, inhalation, or contact with the eyes and/or skin. Summary of Acute Health Hazards Ingestion: May cause irritation of the membranes of the mouth and throat, stomach pain, and possible ulceration. . Inhalation: May cause burns, cough, pulmonary edema, up to 48 hours after exposure. Skin: May cause moderate skin irritation and reddening of the skin. Prolonged exposure may cause burns, blistering. Eyes: May cause severe irritation such as burns, and eye damage. Summary of Chronic Health.Hazards: Irritating effects increase with strength of solution and time of exposure. Medical Conditions Generally Aggravated by Exposure: N/A Note to Physician: The absence of visible signs of burns does NOT reliably exclude the presence of actual tissue damage. Section IV - First Aid Measures Ingestion: Do not give any liquid to an unconscious person. Drink large quantities of gelatin solution if able to swallow. If these are not available, drink large quantities of water. DO NOT give vinegar, baking soda or acidic antidotes. Do not induce vomiting unless directed by a Poison Control Center or Medical Doctor. GET MEDICAL ATTENTION IMMEDIATELY, Inhalation: If adverse effects occur, remove to fresh air. Give artificial respiration if Product Name: Sodium Hypochlorite 1 not breathing. If breathing is difficult, oxygen should be administered by qualified personnel. If respiration or pulse has stopped, call 911 or an ambulance, have a trained person administer. Basic Life'Support, Cardio-Pulmonary Resuscitation (CPR) / Automatic External Defribillator (AED), and GET MEDICAL ATTENTION ' IMMEDIATELY. Skin: Immediately flush contaminated areas with plenty of water for 15 to 20 minutes. Remove contaminated clothing, jewelry, and shoes immediately. Wash contaminated areas with soap and water. Thoroughly clean and dry contaminated clothing and shoes before reuse. GET MEDICAL ATTENTION IMMEDIATELY. Eyes: Hold eye open and rinse slowly and gently with water for 15 to 20 minutes. GET MEDICAL ATTENTION IMMEDIATELY. Remove contact lenses, if present, after the first 5 minutes, then continue rinsing. Contact lenses should not be worn when . working with this chemical r_�-- Section V - Fire Fighting Measures Flash Point: Nonflammable Autoignition Temperature: N/A Lower Explosive Limit: N/A Upper Explosive Limit: N/A Unusual Fire and Explosion Hazards: Heat and acid contamination will produce irritating and toxic fumes.'May decompose, generating irritating chlorine gas. Extinguishing Media: Use extinguishing agents appropriate for surrounding fire. Special Firefighting Procedures: Wear NIOSH approved positive-pressure self- contained breathing apparatus. Move container from fire area if it can be done without risk. Avoid inhalation of material or combustion by-products. Stay upwind and keep out of low areas.` Section VI - Accidental Release Measures [Spills may need to be reported to the National Response Center (800/424- 8802) DOT Reportable Quantity (RQ) is 100 pounds Ventilate the area of the spill or leak. For large spills, evacuate the hazard area of unprotected personnel. Wear appropriate protective clothing. Dike and contain. Neutralize with sodium sulfite, bisulfite or thiosulfite. Remove with vacuum trucks or pump to storage vessels. Soak up residue with an absorbent such as clay, sand or other suitable material; place in non-leaking containers for proper disposal. Flush area with water to remove trace residue; dispose of flush solutions as above. For small spills, take up with an absorbent material and place in non-leaking containers; seal tightly for ' proper disposal. This material is alkaline and may raise the pH of surface waters with low buffering capacity. Section VII Handling and Storage Store in vented, closed, clean non-corrosive containers in a cool, dry location away from direct sunlight and heat to avoid deterioration. Do not store adjacent to chemicals which may react with the bleach if spillage occurs. If closed containers become heated, the containers should be vented to release decomposition products (mainly oxygen under normal decomposition). Do not mix or contaminate with , ammonia, hydrocarbons, acids, alcohols or ethers. ' t ........ .................. ..... .. _. ........... Section VIII - Exposure Controls/Personal Protection Respiratory Protection: Not.required under normal use conditions. In the case of a fire use self-contained breathing apparatus. A NIOSH approved respirator with N95 Product Name: Sodium Hypochlorite 2 (dust, fume, mist) filters may be permissible under certain circumstances where airborne concentrations are expected to exceed exposure limits, or when symptoms have been observed that are indicative of overexposure. When decomposition products exist, acid gas cartridges are also required. A half-piece air-purifying respirator may be used in concentrations up to IOX the acceptable exposure level and a full facepiece air-purifying respirator may be used in concentrations up to, 50X the acceptable exposure level. Supplied air should be used when the level is expected to above 50X the acceptable level, or when there is a potential for uncontrolled release. - A respiratory program that meets 29 CFR 1910.134 must be followed whenever workplace conditions warrant use of a respirator. Ventilation: No special ventilation is required unless bleach is exposed to decomposition conditions, i.e. heat or acidic conditions. f Protective Clothing: Avoid .contact with the eyes. Wear chemical goggles and/or face shield if there is the likelihood of contact with the eyes. Avoid prolonged or repeated contact with the skin. Wear chemical-resistant gloves and other clothing as required to minimize contact. Other Protective Clothing or Equipment: Safety showers and eyewash fountains should be available in storage and handling areas. Work/Hygienic Practices: Wash hands thoroughly with soap and water before eating, drinking, smoking or using toilet facilities. Do NOT place food, coffee or other drinks in the area where dusting or splashing of solutions is possible. ......._..__.....-_._........ Section IX - Physical and Chemical Properties Physical State: Liquid pH: 12 Freezing/Melting Point/Range: Boiling Point/Range: 40-760C (104-169°F) -5 to -250C (Decomposes) Appearance/Color/Odor: Colorless to pale yellow watery liquid with a pungent chlorine odor Solubility in Water: 100% Vapor Pressure(mmHg): 12-17 @ 200C Specific Gravity(Water=l): Molecular Weight: 75.45 1.07-1.26 @ 200C g ' Vapor Density(Air-1)• 2.61 % Volatiles (by volume): Variable-Water plus products of Decomposition How to detect this compound N/A Section X - Stability and Reactivity Stability: Unstable above 40°C, in sunlight, Hazardous Polymerization: Will Not or in contact with acid. Occur Conditions to Avoid: Stability decreases with concentration, heat, light exposure, decrease in pH and contamination with heavy metals, such as nickel, cobalt, copper and iron. Materials to Avoid: Strong acids, oxidizable materials, heavy metals (which act as catalysts), reducing agents,ammonia solutions, ether, and many organic and inorganic chemicals such as paint, kerosene, paint thinners, shellac, grease and oils. Hazardous Decomposition Products: Chlorine. Additional decomposition products which depend upon pH, temperature and time are sodium chloride, sodium chlorate and oxygen. Product Name: Sodium Hypochlorite 3. Section XI - Toxicological Information Toxicity Data: By ingestion, Grade_ 1: oral rat LD50 = 8.91 g/kg IDLH Value: Data not available - ^" Section XII - Ecological Information --. ...... _.... This material may be harmful to aquatic life in low concentrations. Section XIII - Disposal Considerations _.. _.. . . . . ._ ... __ Do not contaminate food or feed by storage, disposal or cleaning of equipment. Product or rinsates that cannot be used should be diluted with water before disposal in a sanitary sewer. Can be neutralized with weak reducing agents such as sodium sulfite, bisulfite, or thiosulfite (DO NOT USE SULFATES OR BISULFATES). Dispose of in accordance with all applicable local, county, state and federal regulations. Section XIV - Transport Information ^-"�---- DOT Proper Shipping Name:Hypochlorite Solutions DOT Hazard Class/ I.D. No.: 8, UN1791, III Section XV - Regulatory Information Reportable Quantity: 100 Pounds (45.4 Kilograms) NFPA Rating: Health - 2; Flammability - 0; Instability - 1 O=Insignificant 1=Slight 2=Moderate 3=High 4=Extreme Carcinogenicity Lists: No NTP: No IARC Monograph: No OSHA Regulated: No Certified to NSF/ANSI Standard 60 12.5% Solution Maximum Use 84 mg/L Under the authority of the Federal. Insecticide, Fungicide, and Rodenticide Act, sodium hypochlorite (bleach) is registered for use as an antimicrobial.pesticide, a sanitizer or disinfectant to kill bacteria, fungi, and viruses. E Section XVI - Other Information Hazardous Ingredients: Sodium hypochlorite is manufactured only in solution , form. Industrial grade sodium hypochlorite contains from 10 - 15% by weight NaOCL (10 - 17.8% available chlorine) with about 0.50-1.00% excess NaOH for stability control. Synonyms/Common Names: Liquid Bleach Chemical Family/Type: Halogen Compound ' Sections changed since last revision: III, IV, VII, XIII, XV IMPORTANT! Read this MSDS before use or disposal of this product. Pass along the' information to employees and any other persons who could be exposed to the product to be sure that they are aware of the information before use or other exposure. This MSDS has been prepared according to the OSHA Hazard Communication Standard [29 CFR 1910.1200]. The MSDS information is based on sources believed to be reliable.However, since data, safety standards, and government regulations are subject to change and the conditions of handling and use, or misuse are beyond our control, Hill Brothers Chemical Company makes no warranty, either expressed or implied, with respect to the completeness or continuing accuracy of the information:contained herein and disclaims all liability for reliance thereon. Also, additional information may be necessary or helpful for specific conditions and circumstances of use. It is the user's responsibility to determine the suitability of this product and to evaluate risks prior to.use, and then to exercise appropriate precautions for protection of employees and others. Product Name: Sodium Hypochlorite 4 C f LM § 108-3 HAZARDOUS MATERIALS § 108-3 FIRE DEPARTMENT — The.appropriate Town of Barnstable Fire District's Fire Chief and/or that Fire Chief's designee(s). HEALTH DEPARTMENT — The Director of Public Health,•who is the designated agent of the Board of Health, and/or the Director of Public Health's designee(s). The Health Department provides administrative support to the Board of Health. B. Other terms. ACUTELY HAZARDOUS MATERIAL — A material which is extremely toxic or reactive. For the,purposes of this chapter, any acutely hazardous waste listed within 310 CMR 30.136 of the Massachusetts Department of Environmental Protection Hazardous Waste Regulations, and those wastes listed:within 310 CMR 30.131 with EPA Hazardous Waste Nos. F020, F021, F022, F023, F026, F027, and F028 are considered as acutely hazardous materials. . HANDLE— To use, to deal with, act on, or dispose of. HAZARDOUS.MATERIAL- One or'more of the'foll'owing: (1) A product or waste or combination of substances which, because of .quantity, concentration or physical or chemical 'or,infectious characteristics, poses a present or potential hazard to human health, safety, or welfare or the environment when ' improperly treated, stored,transported, used, or disposed of or otherwise managed. (2) Any material regulated under Sections 310'CMR 30.122, 310 CMR 30.123, 310 CMR-30.124, 310 CMR 30.125, 310 CMR 30.131 (except for those listed with EPA Hazardous Waste Nos. F020, F021, F022, F023, F026, F027, F028 which are considered as acutely; hazardous.:materials), 310 'CMR 30.132, and 310 CMR 30.160 of the Massachusetts Department of Environmental Protection Hazardous Waste Regulations, et seq., as these statutes may be amended. A general listing of these materials and quantities is.available at the Health Department office. (3) Any material, waste, product,{or'substance which has one or more of the following characteristics: (a) Ignitable:easily catches fire, flash point of less than 1400 F.; (b) Corrosive: easily corrodes certain materials;'very acidic or alkaline, the pH is less than or equal to 2.0 or'greater than or equal to 12.5; (c) Reactive: explosive, produces toxic gases when mixed with water or acid; (d) Toxic: poisonous: MATERIAL SAFETY. DATA SHEET (MSDS) — The form containing data regarding physical characteristics, flammability, reactivity, toxicity, and the health and safety hazards of specific chemicals, as well as information relative to procedures recommended for spills and leaks-of specific chemicals and-special precautions to be taken during handling of specific chemicals. 108:3 11 -01 -2004, TIAMMMi K Of A� CAPE COD COMMISSION o `A 3225 MAIN STREET v _ P.O. BOX 226 BARNSTABLE, MA 02630 �ssICHUS�� (508)362-3828 a FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org I DATE: May 14, 2009 TO: Robert Mucciarone-F.W. Webb j 160 Middlesex Turnpike Bedford, MA 01730 FROM: Cape Cod Commission RE: Development of Regional Impact Cape Cod Commission Act, Sections 12 and 13 PROJECT APPLICANT: F.W. Webb 160 Middlesex Turnpike Bedford, MA 01730 PROPERTY OWNER: RAM Construction, LLC 160 Middlesex Turnpike Bedford, MA 01730 PROJECT LOCATION: 108 Breeds Hill Road, Hyannis, MA: 02601 - PROJECT# TR 08025 BOOK/PAGE: 9210/72 LOT and PLAN: Lots 2 & 3 Plan Book 406 Page 52 DECISION OF THE CAPE COD COMMISSION SUMMARY The Cape Cod Commission (Commission) hereby approves with conditions, the application of F.W. Webb, (the Applicant) represented by Robert Mucciarone, as a Development of Regional Impact (DRI) pursuant to Sections 12 and 13 of the Cape Cod Commission Act (Act), c. 716 of the Acts of 1989, as amended, for the proposed F.W.- Webb warehouse/distribution facility to be located at 108 Breeds Hill Road, Hyannis, MA. This decision is rendered pursuant to a vote of the Commission on May 14, 2009. a i 2 PROJECT DESCRIPTION The proposed development is described as follows: The project site located at 108 Breeds Hill Road, Hyannis is made up of two lots, each approximately 90,000 square feet (s.f.), for a total area of 4.132 acres. The site was formerly used by The Mill Stores as a warehouse and distribution facility for unfinished furniture. It presently includes an existing 29,017 s.f. two-story building and associated parking, landscaping and drainage. The existing building has two floors: the first floor has approximately 22,500 s.f. of gross floor area (GFA), and the second floor has approximately 6,517 s.f. of GFA. Access to the site is via two entrances off Breeds Hill Road. The site abuts Independence.Drive, but there is no direct access to or from the site via Independence Drive. The project involves F.W.Webb vacating its present site at 172 Attucks Lane Extension and Airport Road, Hyannis, and moving its entire operations to 108 Breeds Hill Road in Independence Park. The project involves renovation and expansion of the existing. building at 108 Breeds Hill Road and the construction of a new, two-story 33,750 s.f. (22,500 s.f. first floor and 11,250 s.f. second floor) addition to the existing building, which together will be a new F.W. Webb warehouse and distribution facility. With the addition, the building will total approximately 62,767 s.f. of GFA. The project includes changes to the associated parking areas, loading dock, stormwater drainage system, exterior lighting, and landscaped areas. PROCEDURAL HISTORY Tom Perry, Barnstable's Building Commissioner, referred the project to the Commission through John Klimm, Barnstable's Town Manager on October 30, 2008. In a letter dated November 3, 2008, the Applicant was informed that the Commission had received a DRI referral, and that the project qualified as a Development of Regional Impact. The DRI application was deemed to be substantially complete to proceed to a public hearing in a letter dated March 4, 2009. The Applicant's consultants filed application materials with the Commission on December 23, 2008, February 13, 2009, March 20, 2009 and other dates as shown in the Materials Submitted for the Record. A duly noticed public hearing pursuant to Section 5 of the Act was held on the DRI application by an authorized subcommittee of the Commission on March 30, 2009 at 6:30 PM at the Commission's office. At this hearing, the subcommittee voted to leave the record open, and continue the public hearing to the full Commission meeting on May 14, 2009, beginning at 3:00 PM, Assembly of Delegates Chambers, First District Courthouse, Barnstable, MA. Subcommittee meetings were held on April 22, 2009, where the Subcommittee deliberated on the project and voted unanimously to recommend approval with conditions to the full Commission, and May 1, 2009. At the May 1, 2009 meeting, the Subcommittee voted to forward the draft decision to the full Commission. A final public hearing was held before the full Cape Cod Commission on May 14, 2009. At the close of this hearing, the Commission voted unanimously to approve the project as a DRI, subject to conditions. F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 3 . Materials Submitted for the Record. Materials Submitted by the Applicant E-mail, Nichole Dunphy, Cubellis, Client contact information 11/5108 E-mail, Nichole Dunphy, Cubellis, Electronic Copy of DRI Application • 12/23/08 E-mail, Nichole Dunphy, Cubellis, Exterior lighting information 12/30/08 Color Digital Photograph, Materials Board—Proposed exterior materials 12/30/08 E-mail;Nichole Dunphy,Cubellis, Natural Resources/open space question 1/15/09 E-mail,Andrew McBeth, JM Coull, Hazardous Materials information 1/15/09 E-mail,Andrew McBeth, JM Coull, Energy information r 1/29/09 E-mail,Andrew McBeth,JM Coull,Affordable housing data 2/5/09 E-mail, Nichole Dunphy, Cubellis, E-mail from Vanasse, Transportation issues 2/12/09 E-mail,Andrew McBeth, JM Coull,Affordable housing data 2/13/09 E-mail,Andrew McBeth, JM Coull,Affordable housing data 2/13/09 E-mail, Nichole Dunphy, Electronic copy of supplemental DRI application info. 2/13/09 E-mail, Jeffrey Dirk,Vanasse, Supplemental transportation information 2/27/09 E-mail,Jeffrey Dirk,Vanasse, Number of employees 3/2/09 Fee Waiver Request Form 3/9109 E-mail, Nichole Dunphy, Cubellis, Fee Waiver& Extension Agreement 3/9/09 E-mail,Jeffrey Dirk,Vanasse, Supplemental transportation information 3/11/09 Letter,'Jeffrey Dirk,Vanasse, Supplemental transportation information 3/16/09 Letter, Nichole Dunphy, Cubellis,Additional hazardous materials information 3/20109 . E-mail,Andrew McBeth,JM Coull, Supplemental energy data 3/30/09 E-mail,.Nichole Dunphy, Cubellis, Supplemental stormwater information 4/2/09 E-mail,Andrew McBeth, JM Coull, Supplemental hazardous materials information 4/3/09. E-mail, Nichole Dunphy, Cubellis, Supplemental hazardous materials information, including a 4/2/09 E-mail from Cynthia Martin,Town of Barnstable Health Department 4/7/09 E-mail, Nichole Dunphy, Cubellis, to Mary LeBlanc, Landscaping plan 4/8/09 E-mail,Andrew McBeth, JM Coull, Drawing, location of solar roof array ' - 4/9/09 E-mail,Andrew McBeth, JM Coull, Reduced hazardous materials inventory 4/10/09 E-mail,Andrew McBeth,JM Coull, No supplemental transportation data 4/13/09 E-mail, Douglas Hartnet, Cubellis, Revised landscaping design 4/13/09 Letter,with enclosures, Douglas Hartnet, Cubellis,supplemental information 4114/09 E-mail, Douglas Hartnet,Cubellis; Revised landscaping' 4/14/09 E-mail, Nichole Dunphy, Cubellis, Finalizing plans 4/16109 Memorandum with attached plans, Nichole Dunphy,.final decision plan set- s 4/27/09 Payment to Landscape Consultant, Mary LeBlanc 5/5/09 Materials Submitted by Cape Cod Commission Staff E-mail, to JoAnne Miller Buntich 10/30/08 Letter,to Marc Natel, F.W.Webb, DRI notification 11/3108 E-mail, Nichole Dunphy,,Cubellis, Project fee 11/6/08 Hearing Notice 12/23/08 Hearing Officer Minutes. - 12/23/08 E-mail, Nichole Dunphy, Cubellis, DRI application 12/26/08 Letter, Robert Mucciarone, F.W.Webb,Application completeness 12/31/08 Letter, Robert Mucciarone, F.W.Webb,Application completeness -1/14/09 E-mail, Nichole Dunphy, Cubellis , x 1/15/09 E-mail, Nichole Dunphy, Cubellis; Natural Resources/open space 1/15/09 E-mail, Jeffrey Dirk, Vanasse, Transportation issues 1/21/09 E-mail, Nichole Dunphy, Regional Policy Plan issues 1/29/09 E-mail, Nichole Dunphy, Energy 1/30/09 E-mail, Nichole Dunphy, Energy, 2/2/09 E-mail, Nichole Dunphy,Energy 2/4/09 E-mail,Andrew McBeth,JM Coull,Affordable housing 2/6/09 E-mail, Nichole Dunphy, Cubellis, Transportation 2/12/09 E-mail/Letter, Jeffrey Dirk,Vanasse, Transportation •2/13/09' F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 4 . 4 E-mail Nichole Dunphy,Transportation 2/13/09 Letter, Jeffrey Dirk, Vanasse,Transportation 2/13109 E-mail, Lori Shattuck,Vanasse,Transportation 2/25/09 E-mail,from Glenn Cannon, Transportation issues 3/2109 Letter, Robert Mucciarone, F.W.Webb,Application complete 3/4/09 E-mail, Nichole Dunphy and Andrew McBeth, Draft Extension Agreement 3/6/09 Vanasse Transportation 3/9109 E-mail, Jeffrey Dirk, � P E-mail,.Nichole Dunphy, Cubellis, Fee waiver3/9/0910/()9 E-mail,JoAnne Miller Buntich,Consistency with zoning, LCP 33/10/09 E-mail, Nichole Dunphy, Cubellis, Fee waiver 3/10/09 E-mail, Nichole Dunphy, Cubellis, Hearing and Site visit 3/10/09 E-mail, Nichole Dunphy, Cubellis, Hearing Notice 3/10/09 Letter, Mary LeBlanc, Landscaping comments 3/10/09 E-mail, Mary LeBlanc, Landscaping 3/10/09 E-mail, Mary LeBlanc, Landscaping .3110/09 E-mail, Mary LeBlanc, Landscaping 3/11/09 E-mail, Barnstable's Growth Management Department,Transportation 3/12/09 Letter, Robert Mucciarone, Landscape review cost 3/12/09 Memo, Mary LeBlanc, Landscape review 3/12/09 E-mail,.Andrew McBeth, Employment data 3/13/09 E-mail, Subcommittee members, Hearing. 3/13/09 E-mail,Town of Barnstable Staff, Hearing 3113/09 E-mail, Nichole Dunphy/Andrew McBeth, Hearing 3/13/09 3/13 E-mail, Town of Barnstable Staff, Hearing &site visit E-mail, Nichole Dunphy,Cubellis, Extension 3/16/09/09 Hearing Notice 3/20/09 Hearing Officer Minutes 3/20/09 E-mail&map, Nichole Dunphy, Cubellis, Local land use vision map 3/2 /09 E-mail, Nichole Dunphy/Andrew McBeth, Staff report 3/23/09 Staff Report(copy) 3/23/09 E-mail,Town of Barnstable Staff, Update on Hearing/site visit Cover Memo, staff report to Nichole Dunphy, Andrew McBeth,JoAnne Miller Buntich 3/23/09 Memo, Subcommittee and alternates, Hearing packets ^ 3/23/09 Letter, Nichole Dunphy, Cubellis, Extension originals for signature 3/24/09 E-mail, Nichole Dunphy,Andrew McBeth, JoAnne Miller Buntich, letters for record 3/26/09 Hearing Notice 3/30/09 Hearing Sign In Sheet 3/30/09 Hearing Minutes 3/30/09 E-mail, Mary LeBlanc, Landscaping 4/2/09 E-mail, Nichole Dunphy,Cubellis,post installation inspection of drainage system 413/09 E-mail,'Nichole Dunphy, Cubellis,contact information for Mary LeBlanc 413/09 E-mail, Mary LeBlanc, Landscaping 4/3109 E-mail, Nichole Dunphy, Cubellis, hazardous materials and procedural timeline 4/6/09 E-mail, Mary LeBlanc, to Nichole Dunphy, Landscaping 4/8/09 E-mail, Nichole Dunphy, Copy of landscape maintenance contract requirements 4/9/09 E-mail, Nichole Dunphy, Copy of landscape maintenance contract requirements 4/9/09 E-mail, Mary LeBlanc, Landscaping issues 4/10/09 E-mail,Andrew McBeth, Landscaping issues 4/13/09 E-mail;Andrew McBeth, Copy of revised landscape design/Mary LeBlanc's comments 4/14/09 Memorandum,with attachments, to Subcommittee, Project Update 4/14/09 E-mail,Andrew McBeth, Revised landscape design 4/14/09 E-mail, Subcommittee, Scheduling 4/14/09 E-mail, Doug Hartnett, Cubellis, Landscape plan hard copy 4/14/09 E-mail, Doug Hartnett, Cubellis, Landscape plan comments 4/15109 Memorandum,Mary LeBlanc, Revised landscape design review budget 4/16/09 E-mail, Douglas Hartnett, Cubellis, Revised landscape design comments 4/16109 E-mail, Nichole Dunphy, Cubellis, Final landscaping plans 4/16/09 E-mail, Nichole Dunphy, Cubellis, Finalizing plans 4117/09 F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14, 2009 5 E-mail, Subcommittee, Scheduling 4/21/09 Subcommittee Meeting Notice 4/22/09 E-mail, Mary LeBlanc, Revised landscape plan 4/23/09 E-mail, Page Czepiga,Revised landscape conditions 4/24/09 E-mail, Mary LeBlanc, Revised landscape comments 4124/09 E-mail, Mary LeBlanc, Landscaping conditions 4/24/09 E-mail, Page Czepiga, Subcommittee reminder 4/21/09 E-mail, Page Czepiga, Draft decision and minutes to Subcommittee 4/28/09 E-mail, Page Czepiga, Draft decision to Nichole Dunphy&JoAnne Miller Buntich 511/09 Materials Submitted by Federal, State, Local Officials DRI referral form, Barnstable Town Manager 10/30/08- Massachusetts Historical Commission Project Notification Form (stamped) 12/5/08 E-mail, JoAnne Miller Buntich, Barnstable Growth Management Department 3/10/09 E-mail, JoAnne Miller Buntich, Barnstable Growth Management.Department 4/29109 Materials Submitted by Others Letter, Mark Thompson, Independence Park 3/26109 The application and notices of public hearings relative thereto, the Commission stafrs notes, exhibits and correspondence, the transcript and minutes of meetings and hearings and all written submissions received in the course of the Commission's proceedings are incorporated into the record by reference. , TESTIMONY ` March 30 2009 Public Hearing Below is a summary of the March 30, 2009-public hearing and April 22, 2009 public meeting. Please see the record for the full hearing and meeting minutes. Nichole Dunphy and Douglas Hartnett of Cubellis,Andrew McBeth of JM Coull, and Marc Nantel Webb resented the proposed project on behalf of F.W. Webb. Ms. Dunphy explained of F.W. W p p p p J that F.W. Webb is a.plumbing and HVAC business, which sells and distributes to contractors. 1t has been at its current Attucks Lane location in Hyannis since 1964 and is proposing moving to the new location at 108 Breeds Hill in Hyannis. She described the proposal to renovate'and expand the existing building at 108 Breeds Hill Road by adding an additional 22,500 square feet in the form of a new building located on the eastern side of the existing structure. They stated that the proposed project will be Energy Star compliant with a reflective roof and will provide on- site renewable energy, active thermal solar power, geothermal heating and cooling, and will include energy conserving landscaping with native vegetation. They discussed the economic development features/benefits of the project and noted that F.W.'Webb's customers are local contractors. They noted that 83% of F.W. Webb employees make above the.median income . level and that F.W. Webb is paying $16,000 a year in local taxes. They noted that the project is located in a Wellhead Protection Area, and as such, is restricted to only storing "household quantities" of hazardous materials per the 2009 Regional Policy Plan. F.W. Webb is proposing to store more than this amount, but because the project is a redevelopment project, the Regional Policy Plan allows for increased quantities of hazardous materials on site if adequate documentation of the quantity of hazardous materials from the previous use is provided to the Commission and the proposed quantity is less. Andrea Adams, Commission Senior Regulatory Planner, presented the staff report using a Smart Board presentation. She reviewed existing setting, described the project, and noted that the Commission has jurisdiction over the project under Section 3(e)(iii) of the DRI Enabling F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 ' 6 Regulations as an addition to an existing building that will result in an increase greater than 10,000 square feet of GFA. Ms. Adams then reviewed the staff analysis of the relevant RPP issue areas. Ms. Taylor asked why nitrogen-fixing plants are not recommended in bioretention areas. Ms. Gabrielle Belfit, Commission.Hydrologist, responded that the goal of bioretention areas is to remove nitrogen from stormwater runoff and that nitrogen fixing-plants grow by taking nitrogen from the air and adding it to groundwater. Ms. Taylor asked if the fire department had any problems with access to the proposed building. Ms. Dunphy answered that the only comment received from the fire,department is to put a knock box on the outside storage area so that they will have access to the back of the building. Ms. Taylor asked if the fire department had any problems with the parking lot'islands' relative to fire equipment turning movements. Ms. Dunphy replied that the fire department had not commented on the parking lot islands relative to fire department vehicle access. Ms. Taylor asked if red cedar trees would be okay in a wet area like the bioretention area. Ms. Dunphy stated that red cedar is on the DEP approved list for use in a bioretention area. r Ms. Taylor commended the Applicant on their excellent energy efficiency design. Mr. Putnam asked where the geothermal wells are going to be located. Mr. McBeth pointed them out on the plans; they are going to be in the sidewalk along the Breeds Hill Road side of the project. Mr. Lohan asked if there would be an increase in the number of employees as a result of the expansion. Mr. Nantel answered there are now twenty-four employees but that F.W. Webb hopes to expand to thirty or thirty-five employees. Mr. Virgilio asked what the overall projected construction time would be. Mr. McBeth replied that it would be seven months. Ms. JoAnne Miller Buntich, Interim Director, Barnstable Growth Management Department, stated the Town of Barnstable is in support of this project and redevelopment in an appropriate area. She noted that F.W. Webb is a strong company that provides good jobs. She said that the outstanding issues seem to be minor and the Town would be happy to assist in solving them. She stated that F.W. Webb has been and will continue keep the Town updated about redeveloping the company's existing site on Attucks Lane. Mr. Richardson asked for testimony from other members of the public. Hearing.none, Mr. Richardson read into the record a letter in support of the project from Mark W. Thompson, President, Independence Park. F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 'p is • Mr. Richardson asked*for a motion to leave the record open; and to continue the public hearing to the Cape Cod Commission meeting on May 14, 2009 at 3:00 PM at the First District Courthouse Assembly of Delegates Chamber in Barnstable, MA. Mr. Virgilio made the motion, which was seconded by Mr. Hogan. The motion passed unanimously. Ms. Belfit noted that she had concerns about the hazardous materials issue, in that the previously mentioned Board of Health inventory for the Mill Store at the Breeds Hill Road, Hyannis location was old (from 1999) and included items such as latex paint, which is not a hazardous material according to the 2009 RPP. Ms. Dunphy and Ms. Belfit discussed the 1.999 Barnstable Board of Health Mill Store inventory. Mr. McBeth noted that the Mill Store in Taunton had confirmed to F.W. Webb that the Mill Store carried both oil based and latex paints. Ms. Belfit.pointed out the project site's proximity to the public supply well and agreed with the Applicant that more work needed to be done to resolve this issue. Ms. Taylor moved to adjourn the public hearing. Mr. Hogan seconded. The motion passed unanimously. The public hearing was adjourned at 7:35 PM. At the Subcommittee meeting on April 22, 2009, the Subcommittee reviewed newly submitted information in the issue areas of energy, hazardous materials and landscaping. The Subcommittee found that the information resolved any previously outstanding issues and moved that a condition specifying replacement of dead, diseased, or stressed plants/trees beyond they three growing seasons specified in the landscape maintenance agreement be inserted in the draft decision. The Subcommittee found that the probable benefits of the project outweighed the probable detriments in the issue areas of land use, historic preservation/community character, water resources, and economic development by the project meeting or exceeding Best Development Practices (BDP) LU1.3, HPCC2.17, VNR1.8, ED2.2, ED3.1, and ED3.3. The subcommittee directed staff to draft a written decision and the meeting was adjourned. During the Subcommittee meeting on May 1, 2009 the Subcommittee reviewed the draft decision and found that the Applicant met MPS E1.1. The Subcommittee voted to forward the draft decision to the full Commission and the meeting was adjourned. JURISDICTION The development as proposed by F.W. Webb's project description qualifies as a Development of Regional Impact (DRI) under Section 3(e)(ii) of the DRI Enabling Regulations as an addition to an existing building that results in an increase greater than 10,000 square feet of GFA. F.W. Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 8 FINDINGS The Commission has considered the application of F.W. Webb for the proposed redevelopment and new construction of a warehouse/distribution facility at 108 Breeds Hill Road, Hyannis, and based on consideration of such application and upon the information presented at the public hearing(s) and submitted for the record, makes the following findings pursuant to Sections 12 and 13 of the Act: General Findings GF1. As the date of the first substantive public hearing was March 30, 2009, this project was reviewed subject to the 2009 Regional Policy Plan (RPP). GF2. As of the date of this decision, the Town of Barnstable has a Cape Cod Commission certified Local Comprehensive Plan (LCP). As proposed, the project is consistent with Barnstable's Local Comprehensive Plan (BLCP) as confirmed by JoAnne Miller Buntich, Interim Director of Barnstable's Growth Management Department. The Commission adopts the written testimony of Ms. Miller Buntich, and finds that project is consistent with the BLCP. GF3. As provided in written testimony dated March 10, 2009 from JoAnne Miller Buntich, Barnstable's Interim Director of Growth Management Department, which was presented to and considered by the Commission subcommittee at the public hearing on March 30, 2009, the project is consistent with the Town of Barnstable's local development by-laws. The Commission adopts the written testimony of Ms. Miller Buntich, and finds the project is consistent with local development by-laws. GF4. The Barnstable District of Critical Planning Concern (DCPC) regulates only residential development, and therefore the project is consistent with this DCPC. Land Use LUF1. Minimum Performance Standard (MPS) LU1.1 requires that redevelopment projects be consistent with the category of desired land use, as well as the characteristics of the category, as identified on the Regional Land Use Usion Map. The Town of Barnstable's endorsed Land Use Vision Map as incorporated into the 2009 RPP shows the area to be developed by F.W. Webb designated as Industrial/Service Trade Area (ISTA). .ISTAs are defined in the RPP as areas"for industrial uses, construction trades, and/or public works facilities. Areas are intended for uses that are incompatible with residential and village settings, with a high square-footage-to-employee ratio" (emphasis added). Therefore, the Commission finds that the proposed project is consistent with Barnstable's endorsed Land Use Vision Map and with MA'S LU1.1. F.W. Webb, Breeds Hill Road DRI—Final Decision-May 14,2009 LUF2. MPS LU1•.2 requires nonresidential redevelopment to be clustered.on the site and with adjacent uses to the maximum extent possible. The MPS lists characteristics that are encouraged through this standard, such as including multistory buildings and limited and/or shared parking. The proposed expansion is attached to an existing structure on the site,-incorporates an upper level mezzanine and is proposed to have limited parking (with an. overflow gravel parking lot in reserve). Therefore, the Commission finds,that the project is consistent with MPS LU1.2. LUF3. As the proposed project does not involve capital facilities and infrastructure nor is the proposed development adjacent to rural lands or landscapes, the Commission finds that,MPS LU2.1,, LU2.2, LUM and LU3.2 do.not apply to this DRI. a LUF4. Best Development Practice (BDP) _LU1.3 encourages redevelopment and/or reuse of existing.buildings or developed sites. The proposed project will reuse and expand an existing warehouse building.with the addition being constructed on a portion.of the site that has been previously disturbed. The Commission finds that the project design is consistent with BDP LU1.3 and is therefore considered a project benefit. Community Character CCF1. The Massachusetts Historical Commission'(MHC) reviewed the proposed ' project and on December 3, 2008, MHC determined that the proposed project is unlikely to affect significant historic or archaeological resources. CCF2. MPS HPCC2.5 allows redevelopment projects to expand up to a footprint of 50,000 square feet without full screening. An existing vegetated buffer will 4 remain between the structure and Independence Drive for screening purposes. Once expanded,the proposed'building will have a footprint of 45,000 square feet, and therefore the Commission finds that the project is not required to be fully screened and is consistent with MPS HPCC2.5. CCF3. MPS HPCC2.7 allows the use of non-traditional materials, forms and site designs if a project is located within an industrial park or areas not visible from sceriic`or regional roadways. The proposed project will result in a single structure with an.approximately 45,000 square foot footprint. The building is not traditionally massed and exhibits little variation in,height or the fagade. The building will also be clad with non-traditional materials (including a mix of CMU (concrete masonry unit) and metal siding) and the application materials show that the exterior metal will be colored red, with the roof a silve'r.color, exterior trim painted white, and downspouts painted red. Because the project is located within the Independence Park industrial park and will be screened , from view.from the adjacent regional roadway (Independence Drive), the Commission finds that the proposal is consistent with the provisions of MPS HPCC2.7 that allow thenon-traditional materials, forms and site design. , F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 10 CCF4. MPS HPCC2.8 requires that parking lots-be located to the side and rear of development, unless doing so would have an adverse or detrimental impact on the environment or visual features of the site. The site has frontage on Breeds Hill Road but backs up to Independence Drive. The majority of the parking is located to either side of the building and there are ten parking spaces and a loading area in front of the building on the Breeds Hill Road side that faces the Barnstable Municipal Airport. However, the Commission finds that locating the spaces currently in front of the building (Breeds Hill Road side) to the rear (adjacent to Independence Drive) in order to be consistent with the standard would be more detrimental to the visual features of the site as it would result in additional clearing of vegetation that currently provides screening from the regional roadway. Therefore, the Commission finds that the project is consistent with MPS HPCC2.8. Landscaping CCF5. MPS HPCC2.9 requires "that redevelopment shall significantly improve buffers between the parking areas and the street, as well as interior parking lot landscaping". The proposed landscape plan (dated April 22, 2009) shows improved interior parking lot landscaping and re-vegetated disturbed buffers. However, the Commission finds the foundation planting to soften facades requires augmentation. CCF6. MPS HPCC2.10 requires that all development implement a landscape plan that addresses the functional aspects of landscaping and requires a . landscape maintenance agreement. The Applicant's revised landscape plan (dated April 22, 2009) proposes a sustainable landscape and addresses many functional aspects of planting in the design. All disturbed slopes will be seeded with drought tolerant grass and wildflower seed mixes appropriate to the dry, sandy site and providing a valuable wildlife habitat. A planted drainage swale to catch and filter site run off will feature native trees and .shrubs. The planted drainage swale replaces an existing stone lined basin. An augmented section of buffer in the northwest corner includes native trees and shrubs to provide screening from the regional road. CCF7. BDP HPCC2.16 encourages individual developments to preserve the specimen trees and original topography of the project site. The proposed plan mi nimizes site disturbance and tree removal by using native boulder or concrete interlok retaining wails and 3:1 slopes to contain grading. The Commission finds that the project design is consistent with BDP HPCC2.16 and is therefore considered a project benefit. CCF8. BDP HPCC2.17 encourages individual developments to reduce paved areas. The project includes a gravel area for overflow parking that will be able to accommodate an additional 18 parking spaces required under zoning. The Commission finds that the project design is consistent with BDP HPCC2.17 and is therefore considered a project benefit. F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 • 11 Exterior Llghtinp EXLF1. MPS HPCC2.11 requires "site lighting and exterior building lights in all development shall.:. employ shoe-box.:.or decorative fixtures, use a mounting configuration that creates a total cutoff of all light at less than ninety degrees from vertical, provide total cutoff of all light at the property lines, [and] meet a maximum initial foot-candle level of 8.0 foot-candles...directly below the luminaires at grade. -Based on the DR] application information submitted to date, the exterior lighting proposed for the project (both the existing building and new construction) includes 32 total fixtures. Of these, 16 will be pole-mounted; 9 will be wall packs attached to the building near egress 'locations; 4 will be vertical down lights in the alcove above the self-service entrance; and 3 will be decorative wall sconces, two at the showroom entrance and one at the warehouse main door by.the loading docks. All the luminaires except the decorative wall sconces will be high-pressure sodium (HPS). The decorative wall sconces will be compact fluorescent lights. Pole mounted fixtures will have a total height of 25 feet, while wall-mounted fixtures•will be at heights of 80, 8.5 and 20 feet on the buildings. Plans submitted to date indicate the exterior lighting mounting configurations will create total cutoff at less than 90 degrees from vertical, and foot-candle levels are anticipated to be 8.0 or less. Based on this information, the Commission finds that the proposed exterior lighting design is consistent with the requirements of MPS HPCC2.11 and with other requirements in the Commission's Exterior Lighting Technical Bulletin, 95-001, as amended. Energy EF1. MPS E1.1 requires that redevelopment perform an energy audit of existing conditions and incorporate recommendations into the project design, Based on the information submitted to date and the subcommittee review of the project, the Commission finds that the Applicant meets.MPS E1.1. EF2. To satisfy MPS E1.2, requiring ENERGY STAR certification, the Applicant provided a Statement of Energy Design Intent(SEDI) with a target rating of 94 (a minimum rating of 75 is required to earn the ENERGY STAR). With this information, the Commission finds that the project is consistent with MPS E1.2. EF3. MPS E1.3 requires that nonresidential redevelopment comply with current ANSI/ASHRAE/IESNA Standard 90.1-2004, Section 5.4. To comply with this, the Applicant provided arreQuest energy model output based on the building shell and fenestration design for a comparable gas/electric system, which exceeds ASHRAE standard 90.1-2004 (building shell). The energy modeling software however is not compatible with the proposed geothermal & solar thermal energy system. The proposed system is projected to use 58% less total energy than the ASHRAE standard. The Applicant provided a design narrative detailing equipment efficiency as 100% more efficient than the minimum requirements for ASHRAE 90.1-2004..The Commission finds that the project has been designed to exceed the efficiency requirements of the ASHRAE 90.1-2004 standard, and therefore is consistent with MPS E1.3. F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 .......__.. .. . 12 EF4. MPS E1.5 requires zero chlorofluorocarbon (CFC) based refrigerants in new developments or a comprehensive phase-out conversion in redevelopments. The proposed heat pumps will utilize R-410A refrigerants with no CFC's or Hydrochlorofluorocarbons (HCFC's). Therefore, the Commission finds that the project is consistent with MPS E1.5. EF5. To satisfy MPS E1.6, the Applicant has chosen the following 6 green building criteria; 1. ENERGY STAR compliant reflective roofing • The Applicant has specified the Butler Manufacturing Company's MR-24, Galvalume, metal roof with an initial solar reflectivity of.68 to satisfy the ENERGY STAR compliant reflective roofing requirement. 2. Re-use of existing structures ° The Applicant submitted project plans demonstrating 100% re- use of the shell &core of the existing Mill Stores building (Existing Conditions Plan, and Layout and Zoning Plan, Revised April 22, 2009). 3. Renewable Energy: 9% active solar thermal • A hybrid solar thermal and geothermal system heating system is proposed. A combination of 9% solar energy, 62% geothermal energy and 29% electrical energy will replace all of the natural gas for heating needs. The Applicant provided project plans showing the placement and orientation of the solar thermal array (Mechanical Roof Plan, Revised April 9, 2009) 4. Geothermal heating and cooling • A hybrid solar thermal and geothermal system heating system is proposed. A combination of 9% solar energy, 62% geothermal energy and 29% electrical energy will replace all of the natural gas for heating needs. The Applicant provided project plans showing the placement and orientation of the solar thermal array (Mechanical Roof Plan, prepared and submitted by JM Couli, Inc., Revised April 9, 2009) 5. Energy conserving landscape (incorporating native species) • The Applicant submitted a landscape plan specifying native vegetation and bioretention and has proposed a "drip" irrigation system (Landscape Plan, Revised April 22, 2009). 6. Compliance with ANSI standards for HVAC & Electrical, and ASHRAE 90.1-2004 ° The proposed system is projected to use 58% less total energy than the ASHRAE standard. The Applicant provided a design narrative detailing equipment efficiency as 100% more efficient than the minimum requirements for ASHRAE 90.1- 2004 (Ch. 6 HVAC & Controls). With this information, the Commission finds that the project is consistent with MPS E1.6. F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 13 Economic Developmenf< EDF1. MPS ED1.1 requires that development locate in Economic Centers and Industrial and Service Trade Areas (ISTAs). The Town of Barnstable's endorsed Land Use Vision Map shows the proposed development is located in an area designated as an ISTA. The Commission finds that the development is consistent with MPS ED1.1. EDF2. If located in an ISTA, MPS ED1.2 requires that the development accommodate a use related to the development, production, and distribution. of goods. The project is proposing a warehouse and distribution facility. The Commission finds that the proposed development is consistent with MPS ED1.2. EDF3. As the proposed project is a redevelopment project and is not located in a resource-based economic area, nor does it involve Class III gaming, the Commission finds_ that MPS ED 4.1, ED1.4, and ED2.1 do not apply to this development. EDF4. - Based on the DRI application information submitted to date, the development will provide quality employment opportunities. BDP ED2.2 encourages projects to provide competitive wages and other quality employment opportunities. F.W. Webb stated 83% of its employees earn wages above the median income level The Commission finds that the development is consisted with BDP ED2.2 and is therefore considered a project benefit. EDF5. BDP ED3.1 encourages projects to employ a majority of local residents and use a majority of local contractors and service providers. Information provided by the Applicant indicates that 83% of F.W. Webb employees are residents of Barnstable County. The Commission finds that the development is consistent with BDP ED3.1 and is therefore considered a project benefit. EDF6. BDP ED3.3 encourages commercial projects to employ or directly benefit residents with disabilities, minorities, elderly, unemployed, and under- employed residents. Information provided by of F.W. Webb indicates that 40% of the company's employees were unemployed prior to being_hired by F.W. Webb. The Commission finds that the development is consistent with . BDP ED3.3 and is therefore considered a project benefit. Affordable Housing AHF1. As a redevelopment project, in accordance with MPS AH 3.5, an Applicant receives a credit for the amount of mitigation based upon the existing use and the existing square footage. As both the prior and proposed use is a .warehouse and distribution facility, the Applicant's affordable housing mitigation for this development will be calculated only on the additional 33,750 square feet that will be built. As the project is not located in an Economic Center (per Barnstable's endorsed Land Use Vision Map), in accordance with MPS AH 3.3,the mitigation, adjusted annually for changes in the Consumer r J , F.W.Webb, Breeds Hill Road DRI-Final Decision—May 14, 2009. 14 Price Index (CPI), for a warehouse and distribution facility is $2.37 per square foot. Therefore, the Applicant's affordable housing mitigation is $79,988. AHF2. MPS AH3.2 allows the Applicant an alternate mitigation calculation option using employee wage data and the Nexus Study. F.W. Webb requested a reduction in the affordable housing mitigation under this MPS and submitted employee wage data in accordance with Technical Bulletin 09-001. A summary of that information follows: Year Regional # Employees # Employees % Employees Average Above Below Above Wage Average Average Average Wage Wage Wage 2005 $353100 19 3 86.4% 2006 $36,400 17 6 73.9% 37 648 21 3 87.5% 2007 $ ° Total 57 12 82.6/o For a warehouse/distribution facility, the data from the Barnstable County Nexus study projected an employee density of one employee for every 1,800 square feet, and that 6% of the employees would earn above the regional average wage and 94%would earn below the regional average wage. In accordance with the methodology described in Technical Bulletin 09-001, the reduction in the number of below average wage jobs is calculated as follows: 33,750 square Total# of #/% Employees #/% Employees foot warehouse Employees Above Average Below Average faciliN Wage Wage Nexus Study 19 33,75011,800 1 .06 x 19) 18 (.94 x 19 Applicant Data 82.6%; therefore 17.4%; therefore 3 16 .826 x 19} .174 x 19) Based upon the data supplied by F.W. Webb, the project will generate 15 fewer (18-3) below average wage jobs than projected. That will result in an 83.3% (15/18) reduction in the affordable housing mitigation. The affordable housing mitigation is now$0.40 per square foot ($2.37 x .167), and the Commission finds that the total affordable housing mitigation for this development is $13,500. Natural Resources/Open Space NR/OSF1.The project site is located within a Significant Natural Resource Area due to the presence of public.water supply Wellhead Protection Area. The site is adjacent to, but not in, mapped.rare species habitat. The project proposes to reuse an existing building and paved and gravel parking area. According to the DR1 application materials filed, the redeveloped area is located almost entirely within presently impervious (disturbed) portions of the site. Due to the built nature of the site, the Commission did not require the preparation of a F.W. Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 .15 natural resources inventory. The Commission finds the development is consistent with the wetlands, wildlife and plant habitat goals and standards of the 2009 RPP, and as a project that redevelops a site without additional clearing of natural vegetation (no "greenfield" disturbance), has no open space requirements. Water ResourceslHazardous Materials WRF1. MPS WR1.1 requires that redevelopment not exceed a 5-parts per million (ppm) nitrogen loading standard for impact on.groundwater. Wastewater from the site will be treated at the Town of Barnstable municipal wastewater treatment facility, which discharges within the Marine Water Recharge Area/watershed to Lewis Bay. Nitrogen-loading from the project sources other than wastewater results in a nitrogen load of approximately 1.5 ppm. The Commission finds that this development is consistent with MPS WR1.1. WRF2. The project is located within a Wellhead Protection Area (WPA) to Hyannis public water supply wells. As such, under the provisions of MPS WR2.2 and MPS WM 1.1, no more than.a Household Quantity of Hazardous Materials, which is defined by the RPP as "25 gallons or equivalent dry weight, total...on site at any time, excluding oil for heating of a structure or to supply an emergency generator"is allowed in a WHPA. However, as provided by MPS WM1.2, development and.redevelopment within a WHPA that involves use, treatment, generation, handling, storage, or disposal of Hazardous Materials and/or Hazardous Wastes may be allowed to exceed the limits set forth in MPS WR2.2 and MPS WM1.1 "provided that the quantity of Hazardous Materials is less than the quantity from the prior use and provided that adequate documentation of the previous volume is approved by the Commission." WRF3. The Town of Barnstable hazardous materials ordinance requires any facility thatuses, stores, or handles greater than 110 gallons of hazardous material (as defined by the Town's ordinance) to obtain an annual license and to undergo an inspection. Based on the fact that The Mill Store, the immediately prior use, was not required to obtain a license from Barnstable's Public Health Division (BPHD) according to an email dated April 2, 2009,the BPHD concluded there was an inventory of less than 110 gallons of hazardous materials'attributable to the prior use. WRF4. The 1999 BPHD inventory from The Mill Store, originally submitted by the Applicant as part of its DR] application, included items not deemed to be a risk to groundwater resources based on the 2009 RPP definition of, Hazardous Materials. The Commission determined which items on this original inventory qualified as Hazardous Materials per the 2009 RPP 'definition. The resulting amended inventory of Hazardous Materials per the 2009 RPP to be handled and stored in inventory at the project site totals 105 gallons. F.W.Webb, Breeds Hill Road DRI Final Decision—May 14,2009 16 WRF5. Per MPS WR2.2, WM1.1, and WM1.2, the Commission finds that the documentation provided b the BPHD dated April 2, 2009 to be reliable and docu p Y . finds that adequate documentation of the previous volume of 105 gallons attributed to the prior use, The Mill Store, was provided, and is approved by the Commission. WRF6. Based on the allowance in MPS WM1.2, F.W. Webb further removed more products from inventory at the site resulting in a reduced inventory list of 99.7 gallons of what the 2009 Regional Policy Plan deems to be Hazardous Materials. Based on this finding, the Commission finds that the proposed development is consistent with MPS WR2.2, and WM1.1. WRF7. To address MPS WM1.4, F.W. Webb provided a draft Hazardous Materials Handling Document and a Hazardous Spill Response Plan (SRP) (both dated March, 20, 2009), that are insufficient to address the Hazardous Materials identified in Findings WRF3, WRF4, and VVRF5. WRF8. The proposed stormwater design on the site incorporates several improvements to the existing design including structural and nonstructural measures. Measures.include the following improvements: • Stormceptor 450i units will be added to the western side of the site between the inlet structure and the infiltration areas. • A second roof area infiltration system will be added to accommodate additional runoff from the addition • Existing leaching pits in current disrepair will be replaced with Cultec330XLunderground infiltration chambers. • A shutoff valve will be added between the catch basin and the infiltration unit downgradient from the loading dock area, addressing MPS 7.11, which requires a shut off valve in systems located in WPAs • The above ground riprap lined infiltration basin will be converted to a bioretention area, with a forebay area to provide pretreatment prior to infiltration. The bioinfiltration area will treat and infiltrate runoff from the paved and gravel parking lots on the eastern portion of the site and the storage area. . Based on this and other information received to date, the Commission finds that the development is in compliance with MPS WR7.1, WR 7.3, WR 7.4 and MPS WR7.1.1. WRF9. Based on the information submitted to date and calculations that demonstrate compliance with on site stormwater infiltration design standards for suspended solids and nutrient removal, the Commission finds this development complies with MPS WR7.2. WRF10. MPS WR7.6 requires that roadway and parking design limit impervious surfaces. The Layout and Zoning Plans (dated April 22, 2009) include a gravel area for overflow parking that will be able to accommodate an F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009. ail r n, 17 additional 18 parking spaces that are required under zoning. The Commission finds this development complies with MPS WR7.6. WRF11. MPS WR7.9 requires construction Best Management Practices for erosion and sediment control to be specified on project plans. These practices are specified on the Erosion Control Plan (dated April 22, 2009) and therefore the Commission finds that the development complies with MPS WR7.9. WRF12. To comply with MPS WR7.10, which requires a Stormwater Maintenance and Operation Plan (SOMP), the Applicant submitted a SOMP plan to address structural maintenance as well as nonstructural stormwater source controls. The SOMP identifies a responsible party for the plan implementation and a proposed schedule for inspection and annual maintenance of all Best Management Practices. A repair protocol is included for all structural units. The Commission finds this development has satisfied MPS WR7.10. WRF13. The development complies with MPS WR1.5 by incorporating the use of water conservation measures, the use of native and drought resistant plantings, drip irrigation, and minimizing the pesticides and chemical fertilizers. . t. WRF14. Based on the development's location and the fact it will be connected to sewer, MPS WR2.1-6.9 do not apply. WRF15. BDP WR1.8 encourages redevelopment to utilize alternatives to synthetic chemical fertilizers and pesticides in favor of organic and biological methods. The Applicant has submitted materials outlining the planned use of organic alternatives and with this information, the Commission finds that the development complies with BDP WR1.8 and is therefore considered a project benefit. Solid Waste/Repyglinn SWRF1. MPS WM2.1 requires that "development and redevelopment projects shall address the disposal of construction waste at both the construction and post- construction phases of development." The MPS also requires submission of a plan to demonstrate how the "applicant proposes to handle solid wastes, construction and demolition (C&D) wastes, and recyclable materials currently categorized by the DEP as a waste ban material.".According to the DRI application, during construction, various metal containers will be on site to allow for segregation of-both C&D waste and recyclables from solid waste. Disposal of the solid waste will be through direct haul to SEMASS waste-to- energy plant in Rochester, MA or tipped for a fee at Barnstable's Transfer 'Station, or will be brought to one of the two railhead transfer stations for rail delivery to'SEMASS. Given the nature and scale of the project, the Commission finds that this level of detail is sufficient to satisfy MPS WM2.1 for the development's construction phase. F.W. Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 E 18 SWRF2. MPS WM2.2 requires that any C&D plan must specify the types of C&D wastes generated during construction, the method for separating out wallboard and sheet rock, and methods to dispose of or recycle the remaining C&D materials. The information provided to respond to MPS WM2.1 is sufficient to address MPS WM2.2, with the exception of disposal of wallboard and sheetrock. SWRF3. MPS WM2.3 requires that a "solid waste and recycling management plan shall be provided that identifies how both solid wastes and recyclable materials will be handled in the post-construction phase." This MPS also requires that the plan detail management of plastic, glass and cardboard. According to the DRI application materials submitted to date, after construction is completed,. F.W. Webb will provide waste disposal receptacles and recycling containers throughout the new facility, in office, warehouse and lunch room areas.. Racking and furniture floor plans provided by Design Science, dated February 6, 2009, included in the DRI application, show locations for the solid waste and recycling containers. The Commission finds t Y g that this is sufficient detail to show compliance with MPS WM2.3 SWRF4. MPS WM2.4 requires a food-waste recycling plan be provided by "...those developments (primarily supermarkets) generating significant amounts of food waste." The Commission finds that MPS MW2.4 does not apply to this development. Hazardous Wastes HWF1. The project site is located in a WPA. Therefore, MPS MW1.1 applies to this project. This MPS limits the amount of Hazardous Waste used, handled, treated, or stored at the site to a Household Quantity, which the 2009 RPP defines as a "quantity of Hazardous Waste generated at the Very Small Quantity Generator(VSQG) level... and which is accumulated or stored in 55 gallons or less on site at any time." WMF2. MPS WM1.5 requires that "any development and redevelopment that uses, handles, generates, treats or stores Hazardous Waste shall..."provide the Commission with evidence of: a) registration with or notification to the MA DEP as a generator of Hazardous Waste, b) a written plan or protocol to manage the Hazardous Waste prior to disposal, and c) a signed contract with a registered, licensed company to dispose of the Hazardous Waste. WMF3. According to information submitted to date, F.W. Webb will address MPS MW1.5(c) by bringing Hazardous Wastes used, handled, generated, treated or stored at or by the site to a household hazardous waste (HHW) collection event within Barnstable County. A MA DEP-registered, licensed company disposes of HHW collected at Barnstable County events. F,W. Webb also disposes of mercury-containing devices via a program overseen by Barnstable County's Cape Cod Cooperative Extension Service. The same contractor that services Barnstable County's HHW events disposes of the F.W. Webb, Breeds Hill Road DRI Final Decision—May 14,2009 19 collected mercury-containing devices. As such, the Commission finds the development is consistent with MPS fWM1.5(c). WMF4. The Commission finds that addition at,inforrrnation is needed to address MPS WM1.5 (a) and (b). Specifically, F.W. Webb must notify or register as a . Hazardous Waste generator with the MA DEP and a plan is needed that includes a description of all the Hazardous Wastes anticipated to be generated at the facility(including fluorescent bulbs but excluding mercury containing devices), and how and where these Hazardous Wastes will be handled and stored on site prior to shipment off site. Transportation TF1. The Commission finds that the Traffic Impact and Access Study (TIAS) prepared by.Vanasse Associates dated February 2009 complies with MPS TR3.3, which requires an appropriate traffic study. TF2. F.W. Webb's transportation engineer calculated trip generation estimates for the 62,095 square foot building (existing and new construction). To comply with MPS TR0.1, these trip generation calculations are based on the Institute of Transportation Engineer.(ITE) Trip Generation. The trip generation estimates are outlined below in Table 1. The Commission finds that a traffic credit for the existing development on the site is appropriate and the 25%trip reduction requirement has.been subtracted from the trip•generation estimates. , Table 1 —Trip, Generation Estimates Use Daily Trips. AM Peak Hour PM Peak Hour 62,095 SF 632 58 39 Office Building Based on the trip generation analysis submitted by F.W. Webb, the Commission finds that the proposed 62,095 square foot building (existing and new construction) will have a significant transportation impact on the regional roadway network. TF3. MPS TR1.'8 requires all DRIs access/egress locations with public ways to meet Massachusetts Highway Departments (MHD) and American Association of State Highway Transportation Officials (AASHTO) standards for safe stopping sight distance. F.W. Webb proposes to maintain both driveways on Breeds Hill Road and Vanasse Associates has measured the sight distance at both driveways and finds that the stopping sight distances at these driveways meet MHD and AASHTO.standards for safe stopping sight distance. The Commission adopts the findings of Vanasse Associates, and therefore finds that this development is consistent with MPS TR1.8. F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 20 TF4, MPS TR3.4 requires DRIs to mitigate all traffic-related impacts associated with the proposed project. Appropriate mitigation can be achieved through in- kind strategies (roadway widening, signalization, etc.), non-structural means (transit, preservation of developable land, financial contribution based on impacts of the project) or a combination of these measures. The Applicant has chosen to make a financial contribution to offset the impacts of this project. Transportation infrastructure costs are based on a formula that multiplies the impact of the project by the cost to maintain the roadway infrastructure by the number of estimated miles traveled by the traffic accessing the project divided by the capacity of the roadway. This calculation produces a cost per Vehicle Miles Traveled (VMT) estimate.of the transportation infrastructure required of a development project. Vanasse Associates estimated the cost to maintain the transportation infrastructure based on a VMT formula. The Commission adopts this calculation and finds that based on current infrastructure expenses, the cost to maintain the transportation infrastructure required for this business is $110,307.00. Vanasse Associates stated that the traffic operation at the Route 132/independence Drive/Enterprise Road intersection can be improved by changing the traffic signal timing. Vanasse Associates estimated the cost to change the traffic signal timing at$10,000. Commission transportation staff has contacted MassHighway and the Town of Barnstable relative to approval of this proposal. The Town of Barnstable is in favor of improving the traffic signal timing at this location. MassHighway approval will be the responsibility of the Applicant during the MassHighway permitting process. The Commission finds that the estimated costs of improving the traffic signal timing ($10,000) can be deducted from the fair-share amount ($110,307) required for this project to offset the transportation impacts on the regional roadway. As stipulated in Transportation condition 1 (TC1), the Applicant shall be required to pay the remaining financial offset for transportation impacts in the amount of$100,307. TF5. MPS TR1.3 identifies the standard of review for transportation safety impacts as 25 or more new peak hour trips through a high crash location. A high crash location is defined as a location where three (3) or more crashes have occurred for three (3) consecutive years. While Vanasse Associates identified the Route 132/Independence Drive/Enterprise Road intersection as having more than three (3) crashes per year for the past three years, this intersection was recently upgraded to include the installation of turning lanes and upgraded traffic timing. Therefore, the old crash data does not pertain to this MPS. The Commission finds that this MPS is not applicable. TF6. MPS TR2.1 requires DRIs to reduce new vehicle trips in and out of the site by 25 percent over what is typically expected for the land use. Based on the increase in average daily traffic of 632 trips per day, the trip reduction requirement for this project is 158 [632 x .25]daily vehicle trips. F.W. Webb,.Breeds Hill Road DRI—Final Decision—May 14,2009 I 21 F.W. Webb has offered the following employee trip reduction plan.- • An on-site transportation coordinator will be assigned to coordinate the traffic reduction program for the project. • The transportation coordinator will work with the Town of Barnstable, MassHighway and the Commission to develop and implement the elements of , the traffic reduction program. • Designate two (2) parking spaces nearest to the employee entrance for car/vanpools and alternative fueled vehicles. • All employees will be provided with information regarding available public transportation resources, schedules, fare information and stop/terminal locations. • A flex-time policy and telecommuting will be evaluated and implemented as appropriate. • A guaranteed-ride-home program will be provided for employees that participate in the-employee trip reduction program. • Direct deposit of employee payroll checks will be offered. • On-site services to decrease off-site trips by employees including a lunch room equipped with a microwave and refrigerator will be available to employees of the Program. • Safe, secure, weather protected bicycle parking, up to five bicycles, will be provided. ® Employees that car/vanpool, use public transportation or walk/bicycle to work will receive a raffle ticket for each day that they commute to the Project using one of these modes. At the.end of the week, a raffle will be held for prizes such as movie tickets, gift certificates for use at local retail stores/restaurants, etc. • Employees that cadvanpool to work on a monthly basis will be eligible to receive a $25 gas card for each complete month that the car/vanpool is in operation. . • Employees that use public transportation, walk, or bicycle to work on a monthly basis will be eligible to receive a gift certificate for lunch at a local restaurant for each complete month that they commute to work using one of these modes. • Provide a reference in all promotional materials or link, in the case of a website, to the Commission transportation information center Travel Demand Management services at www.gocapecod.oLg/tdm. In addition, website based materials and advertising developed for the project will include listing and links to available public transportation services serving the project site. y F.W. Webb has stated that 24 employees will be employed by the proposed project. A 25 percent employee trip reduction credit can be applied to this project. *Based on an average of 3 daily trips per day per employee and 25% of the employees participating in the plan; the employee sponsored trip reduction plan has the potential to reduce 18 daily trips (24 x 3 x.25).To meet MPS TR2.1, the overall project needs to offset 158 trips, Implementing the proposed employee trip reduction plan leaves a balance of 140 trips (158 — 18 = 140). The Commission finds that this partially complies with MPS TR2.1. F.W.Webb, Breeds Hill Road DR]=Final Decision—May 14,2009 4 22 TF7. The Applicant has proposed a financial contribution based on the cost of vacant developable land to offset the remaining trip reduction requirements of the RPP (140 trips). MPS TR2.11(c) allows an Applicant to make a financial contribution to alternative modes of transportation based on the cost to provide open space within the Town impacted by the project. F.W. Webb has calculated the financial contribution for this project at$36,453.00 to offset the RPPs trip reduction requirement based on the cost of vacant developable land. The Commission finds that this financial contribution partially complies with MPS TR2.11(c). TF8. The Commission finds that the two trip reduction strategies outlined in TF6 and TF7 together fully comply with MPS 2.1. CONCLUSION Based on the findings above, the Cape Cod Commission hereby concludes: 1. That the probable benefits of the proposed development are greater than the probable detriments. This conclusion is supported by findings LUF4, CCF7, CCF8, EDF4, EDF5, EDF6, and WRF15. 2. That the proposed development of the F.W. Webb project is consistent with the 2009 Regional Policy Plan as conditioned below. 3. The proposed development as described in the project description is consistent with Barnstable's Certified Local Comprehensive Plan, its local development by-laws/ordinances, and with the Town-wide District of Critical Planning Concern. These conclusions are supported by findings GF2, GF3, and GF4. The Commission hereby approves, with conditions, the application of F.W. Webb for the development of the proposed warehouse/distribution facility to be located.at 108 Breeds Hill iRoad, Hyannis, MA as a DRI, provided the following conditions are met: CONDITIONS General GC1. This decision is valid for 7 years and local development permits may be issued pursuant hereto for a period of 7 years from the date of this written decision. GC2. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, and remain in compliance herewith, shall be deemed cause to revoke or modify this decision. GC3. The Applicant shall obtain all state and local permits for each proposed project subpart prior to "development" of that subpart as the term "development' is defined in the Cape Cod Commission Act. F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 23 G04. No development work, as the term. development is defined in the Cape Cod Commission Act, shall be undertaken until all appeal periods have elapsed or, if such an appeal has been filed, until all judicial proceedings have been completed. GC5. Prior to issuance of a Building Permit for any proposed "development" as approved herein, the Applicant shall submit-final plans as approved by state, , federal and local boards for review by Commission staff to determine their consistency with this decision. if Commission staff determines that the final plans are not consistent with those plans approved as part of this decision, the Commission shall require that the Applicant seek a modification to this decision in accordance with the Modifications section of the Commission's Enabling Regulations in effect at the time the modification is sought. GC6. All development shall be constructed in a manner consistent with:the following plans and other information attached hereto as Exhibit A: ° The Final Plan set entitled "F.W. Webb-Hyannis" drawn and provided by Cubellis dated April 22, 2009 and revised April 22, 2009; sheets C1 through C9: - - Title Sheet-Sheet, Existing Conditions Plan,.Layout and Zoning Plan, Grading, Drainage, and Utility Plan, Erosion Control Plan, Landscape Plan, Detail Sheet, Detail Sheet ° "Site Lighting Photometric Plan" provided by J.M. Coull and drawn by D&D Net dated April 23, 2009; sheet SE-1 "Racking & Furniture Plan, First Floor provided by J.M. Coull and drawn by Design-Science dated February 6, 2009; sheet A-10a ° "Racking& Furniture Plan, Second Floor" provided by J.M. Coull and drawn by Design-Science dated February 6, 2009;;sheet A-10b "Exterior Elevations, South & North" provided by J.M. Coull and drawn by Design-Science dated February 6, 2009; sheet A--14 ° "Exterior Elevations, West& East" provided by J.M. Coull.and drawn by Design-Science dated February 6, 2009; sheet A-15 x ° , "Roof Plan" provided by J.M. Coull and drawn by Design-Science. ' dated February 6, 2009; sheet A-16 "Mechanical,Roof Plan" provided. by J.M. Coull and drawn by Turner Group dated April 9, 2009; sheet M-3 "Mechanical Geothermal Schematic" provided by J.M: Coull and drawn by Turner Group dated March 18, 2009; sheet M-6 ." All development shall be constructed in a manner consistent with the following information: ° "Hazardous Materials Spill:Prevention and Emergency Response Plans" submitted with supplemehtalbRI information on March 20, , 2009 F.W. Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 24 ® Landscape Maintenance Agreement provided by Cubellis received April 14, 2009 GC7. Any deviation during construction from the approved plans, including but not. limited to changes to the building design, building location, lighting, landscaping or other site work, shall require approval by the Cape Cod Commission through its modification process, pursuant to the Commission's Enabling Regulations. The Applicant shall submit to the Commission any -additional information deemed necessary to evaluate any modifications to the approved plans. GCB. . Prior to issuance of a Building Permit for the proposed development as described in the project description, the Applicant shall obtain a Preliminary Certificate of Compliance from the Commission that states that all conditions in this decision pertaining to issuance of a Preliminary Certificate of Compliance have been met. GC9. Prior to receiving either a temporary or Final Certificate of Occupancy from the Town of Barnstable for the proposed development as described in the project description, the Applicant shall obtain a Final Certificate of Compliance from the Commission that states that all conditions in this decision pertaining to issuance of a Final Certificate of Compliance have been met. GC10. The Applicant shall provide written proof to the Commission that a copy of this decision has been provided to the general contractors) for the project at least thirty (30) calendar days prior to commencement of construction. GC11. The Applicant shall notify Commission staff in writing at least thirty (30) calendar days prior to its intent to seek each Preliminary and each Final Certificate of Compliance. Such notification shall include a list of key contact(s), along with their telephone numbers, for questions that may arise during the Commission's compliance review. Commission staff shall complete an inspection under this condition, if needed, within fourteen (14) business days of receipt of such notification and inform the Applicant in writing of any deficiencies and corrections needed. The Commission has no obligation to issue any Certificate of Compliance unless and until all conditions are complied with or secured consistent with this decision. GC12. The Applicant agrees to allow Commission staff to enter onto the property, which is the subject of this decision for the purpose of determining whether the conditions contained in this decision, including those linked to each Preliminary and Final Certificate of Compliance have been met. GC13. If all required site work and/or landscape improvements are not complete at the time the Final Certificate of Compliance is sought from the Commission, any landscape improvements or site work which is incomplete may be subject to an escrow agreement of form and content satisfactory to Commission F.W.Webb, Breeds Hill Road DRI—Final Decision--May 14,2009 I 25 counsel provided the Cape Cod Commission's Regulatory Committee approves the use of an escrow agreement in lieu of completion of said work as a modification to this decision per the Commission's Enabling Regulations. If use of an escrow agreement is approved by the Regulatory Committee, the amount of the escrow agreement shall equal 150% of the cost of that portion of the incomplete work, including labor and materials, with the final determination of the cost of the required work to be approved_ by Commission staff. The escrow agreement may allow for partial release of escrow funds upon partial completion of work. The check shall be payable to the Barnstable County Treasurer. Prior to the release of the escrow funds, the work must be reviewed and approved by Commission staff as completed as required by either this decision, or the terms of the escrow agreement. Any escrow agreement shall provide that all site work and/or landscape s improvements shall be completed withinix months of issuance of the Final p Certificate of Compliance from the Commission that relates to the site work and/or landscape improvements for that project subpart, with the work approved by Commission staff prior to release of the escrow funds. Community Character Landscaping CCC1. Prior to issuance of the Preliminary Certificate of Compliance by the Commission the Applicant shall submit a revised landscape plan for Commission staff review and approval identifying areas of the site to be bark mulched, loamed, and seeded. The revised landscape plan shall also identify the proposed color and type of concrete interlok wall. CCC2. Prior to issuance of a Preliminary Certificate of Compliance by the .Commission, the Applicant shall submit a revised landscape maintenance agreement for Commission staff review and approval, which describes ' methodologies for watering of plants not under irrigation for three growing seasons (from March 15, 2010 through October 31, 2012), and details methodologies for maintaining native wildflower/grasslands in perpetuity, including.a mowing regime.. CCC3. Prior to issuance of a.Final Certificate of Compliance by the Commission, the Applicant shall submit for Commission staff review and approval, a program for screening the propane tanks and pipe to be stored behind chain link fence and visible from parking areas and Breeds Hill Road. CCC4. Plant materials specified by the landscape plan (drawn.by Gregory,Drake, dated April 22, 2009, received April 27, 2009) may be substituted with prior written approval of Commission staff. CCC5. ,, Dead; stressed, or'diseased plants detailed in the landscape plan (dated April 22, 2609) shall be replaced for the life of this permit and areas noted as meadow shall be maintained as such. F.W. Webb, Breeds Hill Road DRI—Final Decision—,May 14,2009 26 Exterior Lighting Preliminary Certificate of Compliance b the EXLC1. Prior to issuance of the r y p Y Commission, and prior to issuance of the Building Permit, the Applicant shall submit for Commission staff review and approval one or more as to be built exterior lighting plans which shows all site lighting, including any on-building mounted lights (wall packs, soffit lights, lights over exit doors, etc.), and all lights on the site (pole mounts, bollards, landscape accents, etc.). The Applicant shall also submit with this plan for Commission staff review and approval copies of technical fixture cuts for all proposed site exterior light fixtures. This information will be used to determine the exterior lighting design's conformance with MPS HPCC2.10 and Technical Bulletin 95-001 (as amended). Until the Commission staff issues a written approval of the exterior lighting plan and information, the Preliminary Certificate of Compliance shall not be issued. EXLC2. If adjustments must be made to the site's exterior lighting design, including addition or subtraction of fixtures, substitution of fixture heads or other changes, the Applicant shall notify Commission staff of such changes and request approval of same, prior to the ordering or installation of such changed fixtures. Commission staff may approve changes to exterior lights that are consistent with MPS MPCC2.10 and/or Technical Bulletin 95-001 (as amended). EXLC3. Prior to issuance of the Final Certificate of Compliance from the Commission, and prior to issuance of the Certificate-of Use and Occupancy, an in-the-field verification of the exterior lighting design, light levels, and illumination used for site signage will be conducted by Commission staff to verify conformance with the requirements of EXLF1 of this decision, with MPS HPCC2.10, and with Technical Bulletin 95-001 (as amended). Until the Commission staff issues a written approval of the installed exterior lighting design, the Final Certificate of Compliance shall not be issued. EXLC4. The installation of billboards, off-site advertising (excepting approved directional signs) and internally lit or flashing signs shall be prohibited. In addition, any pylon or freestanding signs shall be down-lit in conformance with MPS HPCC2.10. Energy EC1. F.W. Webb shall submit to Commission staff proof of ENERGY STAR designation, as required by MPS E1.2, within one year of receiving a Final Certificate of Compliance. Affordable Housing AHC1. Prior to the issuance of a Preliminary Certificate of Compliance, FW Webb shall pay its affordable housing mitigation of$13,500 to Barnstable County for the purpose of creating affordable housing in the Town of Barnstable. F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 I 27 Water Resources/Hazardous Materials WRC1. ^The Hazardous Materials Inventory, as amended, and attached as Exhibit B to this decision shall be limited to no more than 100 gallons, handled or stored'on site at any time. Inventory records shall be kept updated.in order to remain consistent with the 100 gallon quantity limit, and shall be provided within ten business days of the date of a written request by the Cape Cod Commission. Substitutions of Hazardous Materials that are identical in chemical composition to those shown on the Hazardous Materials inventory may be made without Commission staff approval. Any other substitutions of Hazardous Materials on the Hazardous Materials inventory shall require submission to and written approval by Commission staff. The Applicant shall simultaneously submit to the Commission and the Town of Barnstable Board of Health, an annual hazardous materials inspection report and annual license report.' WRC2. Prior to the Final Certificate of Compliance,in order to,comply with MPS WM1.4, the Applicant shall submit for Commission staff review and approval an updated Hazardous.Materials Handling Document/SRP/Employee Safety Orientation Program for all employees that covers: ® Site's location to the nearest Hyannis Public Water Supply,.Well and -its historic contamination by nearby releases Hazardous Materials inventory, Exhibit B Location and operation of the catch basin shut off valve = Handling and storage procedures foi• Hazardous Materials listed in Exhibit B Spill response protocols for the.Hazardous Materials listed in Exhibit B ' • Emergency telephone numbers WRC3. Within a year.of receiving the Final Certificate of,Compliance, F.W. Webb shall submit'to the Commission staff a written inspection of the entire stormwater management system conducted by a professional engineer. Such inspection report must include a finding from the engineer that the system was installed and functions as designed. WRC4. Records documenting implementation of the Stormwater Operation and Maintenance Plan shall be maintained onsite by F.W. Webb or the party responsible for maintaining the stormwater management system, and shall be provided upon written request by the Cape Cod Commission. Solid Waste Managemenfi SWRC1'. In accordance with Finding SWR2, prior to.the issuance of a Preliminary Certificate of Compliance, the Applicant shall submit for Commission staff review and approval an estimate of the amount of wallboard and sheetrock in the C&D;stream. F.W. Webb, Breeds Hill Road DRI—Final Decision-May 14, 2009 28 SWRC2. In accordance with Finding SWR3 and.prior to the issuance of the Final Certificate of Compliance, an in-the-field verification of the placement of waste disposal receptacles and recycling containers will be conducted by Commission staff to verify conformance with the Racking and Furniture floor plans provided by Design Science, dated February 6, 2009. Hazardous Wastes HAZC1. The amount of Hazardous Waste generated at the site at any time shall be limited to the Very Small Quantity Generator level and shall be handled, treated, accumulated and stored in 55 gallons or less on site at any time. HAZC2. Prior to issuance of the Final Certificate of Compliance by the Commission, and prior to issuance of the Certificate of Use and Occupancy, the Applicant shall submit for Commission staff review and approval, a copy of a registration or notification to the MA DEP as a generator of Hazardous Waste at a level consistent with the limits in HAZC1. Until the Commission staff issues a written approval, the Final Certificate of Compliance shall not be issued. HAZC3. Prior to issuance of the Final Certificate of Compliance by the Commission, and prior to issuance of the Certificate of Use and Occupancy, the Applicant shall submit for Commission review and approval a written plan that includes a description of all the Hazardous Wastes anticipated to be generated at the facility (including fluorescent bulbs but excluding mercury containing devices), and how and where these Hazardous Wastes will be handled and stored on site prior to shipment off site. Until the Commission staff issues a written approval.in accordance with MPS WM1.5, the Final Certificate of Compliance shall not be issued. Transportation TC1. Prior to the issuance of the Final Certificate of Compliance, the Applicant shall make a payment of$100,307 to Barnstable County/Cape Cod.Commission to be used in accordance with the findings made in TF4. These funds shall be held by the County of Barnstable and will be expended upon the recommendation of the Cape Cod Commission Executive Director to support the planning, design, and implementation of transportation improvements in the Town of Barnstable. TC2. Prior to the issuance of the Final Certificate of Compliance, the Applicant shall make the signal timing changes at the Route 132/Independence Drive intersection as outlined in TF4. TC3. Prior to the issuance of the Final Certificate of Compliance for the project, the Applicant shall make a payment of$36,453 to Barnstable County/Cape Cod Commission to be used in accordance with the findings made in TF7. These funds shall be held by the County of Barnstable and will be expended upon the recommendation of the Cape Cod Commission Executive Director to ` F.W.Webb, Breeds Hill Road DRI—Final Decision—May 14,2009 I 29 support the planning, design, and implementation of transportation . improvements in the Town of Barnstable. TC4. Prior to receiving the Final Certificate of Compliance, the Applicant shall implement the trip reduction plan as outlined in TF6. SUMMARY The Cape Cod Commission hereby approves with conditions the application of the F.W. Webb for the proposed renovation and new construction of a warehouse/distribution f i i. at 108 Breeds Hill Road, Hyannis, MA as a DRI as outlined in this decision p ��Stio�s and 13 of the Act, c. 716 of the Acts of 19$ , as a ended. �o , Commission Chair ate �J COMMONWEALTH OF MASSACHUSETTS Barnstable, ss tl< < , 2009 Before me, the undersigned Notary Public, personally appeared 4 ( ( 'ci2YZt.S in his capacity as Chairman of the Cape Cod Commission, whose name is signed on the preceding document, and such person acknowledged to me that he signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification, which was [] photographic identification with signature issued by a f eral or state governmental agency, L] oath or affirmation of a credible witness, or [personal knowledge of the undersigned: Notary Public My Commission Expires: l0�( ��// F.W. Webb, Breeds Hill Road DRI=Final Decision—May 14;2009 S . w Y ♦y + f F.W. EBB Nib cabaBBes ,.,. 108 BREEDS HILL ROAD FYGWM CemµeY ¢e4�Nrtw¢ecJe HYAla NIS, MA SSACHUSE°O TS ISSUED FOR DFU APPROVAL, APRIL 22,2006 c „y r PROJECT TEAM ii 3' _ i•''� ��' 1,� i,� piC UPM4IQ ®I6N�PSDBVLIXNP Y1b1K19.WC oWHem �\I GOIplW4T.'AV�IIL " _ � ALLYAa51WAdp WIfiY ttro'F42AWtl1¢ �v� iy r� ,�. {M IlLPW0a9%! Popirs<GE '�`� C iN P0.Yt)cMta, �1 f.Y1.17lB POtIFnNY �`� f ,mu¢u ecrv¢+aa ` S�E ( uwx avnvaYPN ,c.NWiF0.i1¢a .. �. aaiaeua laio � ^'y, V 14 Paa%¢acT Peat%S�tcE,PYAMAI[CN1L Y. 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"s7 " 3 t e i ,ia 3 � �}gr83q��e �� be I--� '�AZ a �• OJOISS]w ODPODadeo c PH SINNVAH 993M WJ .......... ......... ... , a , gp� OR RU ;'NP 2: h v i Ofil FeMS 4olPas1.2R05 5 A Nil :2 L A Ra sm IL 2, U-1 U0 CO we is grs amp, a,AMA P11. M, all FFF. Ni HN rik U11 EL all 4i i4e i fi. th mile, .! ago �2 § c n in as A M; Ell Ugad D"LV a c (L URN 4 n c s ° WARE3 OUSE -• 10 U— J. ° +an I A e c PAPER AECVC NO 141N ' A PLASTICS&GLASS -RECYCLING SIN — e 0 v rv.�m°A�oncinv ° ®�ffiO�JU9^�a(u�'09� O RACXI FL& RNIfURE PLAN `.o..,„.... ..� RRST FLOOR W APR 2 7 2009 ) :Cape Cod Commission! / . 3 2 § . . 0 \ |§ \ / . § . _ §) . H\ | | . . . LAJ Ih ` . , • , i � . | . fm - all �!•. ! § �! k(] MISTING BUILDING - NEW BUILDING DROSS SEORON a EXISiW6 WILDING NEW BUILDING - 4 { 4-T • — �, �` �F._ ru�?r �, � - � � --- is i---- -- SOUTH - w ` ELEVATION es. rffi.=NEW BUILDING 85�'•'-L�•• EXIST.WIUDING Q�q 4 4 Q q REC E 1 V E D • EP:R- Cape Cod Commission. NORTH -...... _.ELEVATION —`• .. • ® '���QB" �Q�P9f{a°® mow: B rslOA ELEVATIONS A-id na.ncnnwwnwMM '�.:. �' a --• row• -•- SOUTH 8 NOATH N N U 1 i • 1 ft: 'ate H1, + E 1��4 1 ®ilk • � i I , I I I 1 I 1 • � j j j I I j _ I'_ � j_ . I • - I I j 1 I I I j I j o- —-I ——1---- - -----1 - - . j j---- j I I . I - I I l I • s • I I g 1 I I i l l 1---1--,'�- LAPE DO SLOP DOWN•�- 1 I WILL 6fi I VG7a1 LLLHE �•. P.ECEWED I APR 2W., 7 2009 ` (Cape Cod Commission (D- . iGCONO M1DO{I T � � ��•'•ri t I V L Imo+ r/1PR Z LC ( �ape Cod Commissjion! - • ---j- -•-•-------•-•---•I--------4------I---�-- - - ...... j ! I I�I�,v I ! I I m�d I j I• "�, 1 I o---- -- I. ------- -----•--r------rt------- --------•r•-•-----;--------- �---.�,mom••,--- i ! w i i i I i i i i d i i ti i i i j I i i i T o I I SLOPE DOWN I j I I SLOPEIDOWN — '' � j I I i I 1 I I I I S-MdROOF i j! I I a I j WILL BE l I I iLL ROOF j ^SlGL:�1SJ 6L! CAL*ALUME i I QALVALUME'I j------- -------l--t---1•---:t-__-j_---j-----r----j--'---j -- Ctrs_ F=7& ! - 1 I } } } } } rA�..snaaa +w +"'"•" —n -��' w.am PRELIMINARY OIL„1 pNm bi6n blm�i l_W;4 UL TUAABR .';1'•iS,XI COD°OVATION MECHANICAL r.W.WEBB COMPANY ROOF PLAN - NYAXNIS,MA59ADNUSERS ��, 'wr`..+w. row. wwmn -• �� � - • - - .. a y..l d�, m � I �8 _. I _ '• -...-_. ns C,o�j n co�hrl7issjcr i „ I e la.mum mum�o:i^u ,fUl{NL& - •4 ao o� �h�(t s aNPHoa`"oiiunow MECHANICAL _ F w w9sa cor>P vvY f y t`; � Ni 6 as ®swuw r x.. oxoUP w JAtco GEOTHERMAL SCHEMATIC 0o ant D ate:4110109 dakd I r roduNd Yenm'o mo 1 00 el' IN— HAZARDO S J,ATERIALS CUANTIYI SON HANG OH SUMMARY Theo- —di,h ee c a ed o LOW VOC F,W,W B--1YANN15 10B BREEDS HI OAD HYANNIS.MA9SACHUSE77S SHIPPING OOH Gallons Product M8035 - CLASS UNs: PACHAGWO HAZARD CO ?PIE ER NAME htanu(eeturer aLTl CLASS New Product GROUP ; 3 CCD'c iF Dosvl tlon 1288 III MINOR 12B OZ P OLEO Dls MATES eRdovm me en Fua rea e t FLAMMABLE/COM U IBLE LIO PETRO EUM DISTIUA'rE8 128 FPPF a lcal Fpp9�� H 14•In•1 Heatln OII Treatme t FLAMMA8LE1 OMB BLE OUtD 268 I MWOR 7 tdWERA SPIRITS s 7.5 PFF Cho I F P4.1 3 26 LAMMAB O UST18 L VID. 99 III MINOR G 1.5 oreulvz t".enkals F:c 3 10 3 Fue'0115Nd e7r etmant 4S Y Petmle m•hzsetl ubriceG nits 1 Hercules CA '^aIs HERnC-$10 Gear Cuttin 00 44 F ggLyCOMBU T BL I UID 1299 79 IUOR GAL Petroleu -0esed NJOcatlrt ells Herc ea Chem'cals H R45.10 3 Darlr 0 OI TETRAHYOROFURAN,METHYL ETHFl1(ETONE, 24 3 92 FtAWAABLE! MBUS 1BLE IOUIO 205 II' MOD'eRA7E ! CYCL HEXANON'E H alas Chemicals HER 0.013 3 HER62-013 PV^Noe Pas Set Cement T=7RA!iYOROFURA,V,METHYL ETHYL KETONE, -• G �CLOH ONE A9 92 F MNIABIYlCOMBUS:eLE UID 2086 11 DEBATE P7 TETRAHYCROFURAN,METHYL ETHELXETONE, Hcrcu es Chem+nts HERBO-075 3 HER62,0f5 PVCM d Fesl Set Cement OT CYCLOHE7(ANON' I G0 15 92 FLAMMA9L OMBUSTIBL LIQUID 2056 7ETRAHYDROFURAN.METHYLE•THEL KETONE, ' Hercules Cnemlcels H 50-020 3 HER61-020 PVC Med.Fnt Set Cement 12 1.8 00E lE PT CY W..FxP.NONE Hercy!to Chemtuels HER 0.145 3 HERU2-145 PVC Below Zero Clear Camant 122 FLAMMABLElC MSUS 19LE UaUI 058 I TE7RNiYDROFURAN,METHYL ETHEI KETONE, 15 3 HER62-146 PVC Bellrw Zero C1eer Cement 122 MMAS OMBUSTI tE LIO ID 2 II MODERATE -OT - ACETON G 0 25 Hercule Chem'�ats HER60.1AB 3 HER62-148 CPVC Cement- 95 M AEIE OMB BTIBLE LIOUI 205 It MO RATE 7l2 PT TETR ROFUR ❑5T OH AN1. 1.5 2050 II OD=R E e OZ Ef YDR FURAN MYTH ETHYL XETO 24 Hercules emkals HERG4313 CPVC C nt"LOW VOC' 95 MMABLFJC MBU9718LE I UID - 5 .r vtes Ch _gimbals Y.ER00.358 3 Cplvll nl-LOW V C" 95 MMABLEfCO SiIB LI 10 2058 II M RATE 1 OZ TETRAHYDROFURA'.,CYC.OH'eXANONETETEHYi 1'- Heralvs Chemicals HER60 80 112 PT e^YHYL KETON 2 0 t25 PVC S CpVC Pc-ok PimerS CPVC Pc-ok P'mer 62 F MARL91COMBUSTIBLE LIOU10 2045 II OC'eR E 7ETRAHYDROFURAN,CYCLO—E NONE.MEh1YL Hercules e:.icvls HER6C-413 ' 12 15 PVCa CPV u ie rt,s 62 FLAMMABLE/OMBU IBLE LIQUID 2045 II MCOERA7E P7 TETRAHYDROFURAN,METHYL ETHEL KETONE, arcvles ChemlcaH H- G0�6 AC E I 4 3 8 MMABLE/COMBUSTISLEL UI 05fi II MOO TE s/ETHYLETHEI KETONE, Hercules Che 'rats HER60-060 ; ,PVC ClerP lmer ?ETRAM'OROFURAN, 36 H 20500 MODE TE Q7 ACETONE 9 PVC Iear Pfimer G3 FIAMMA9LElCOMB IBLE 'QUID 1 7 -M THYL .TO L K N V H 0.125 Hercules Chemical ER6C 5 3 ABS Cement 84 F M ABLElC MBl15TIBLE LIQUID 1 3 Ill MINOR A.CETOm1E.TOLVc HEXA E 0.3T4 ercules Chemi"!s ERGU-61 Ru berinsuletio tlhesNe F2 FLA ,A6L COMBUB.BLE LIQUID 1133 0 MOO RA7 PT Nemern ING57PT r/3 s1oNFLAMMAB=TOXIC GA 1897 14 FLD2 ETRACHL O HYLENE M ENE CHL I E 16 'Zi •Cleanar80 rea r 'TETRACHLOROE7HYLENE,IdETHYtENE 24 2.6 Re G4reval RECB Gh2 2.2 1A F OZ CH OR9JE GrlmeSoly Cleave 80 reaser 22 ONF MABLETXIC GAS ...RAHYOROFUR-I.METHYLETHEL KETONE, 3 0.046e75 Reclorsnt RECSZ43G 2• 7057 20Z —,In N E 2 _VC7AF 22 PVC One•Bta Cement 10.8 FLP•MM LE 7OXIC GAS 1790 VERY HAZAR U8 GA HY ROFLUORICACIO PHOB HO ICAGD itcteulle 8 1.rite CORROSNE CORROS VS UQUtU3 N.U.S. VI INa KMP C01 VKC •1 176p 11 MINOR GAL' D OECYLBE ESULF N(CA 10 9 H Act4Kkan C OSIV° 1e OL Y' Ic:oethvkne 3.375 VI ini P Co VKCAK.1 B 91vat•A- NIA 6 02 Telue Elh I alcohol 4 0.187 Vir'eta KM Cor vKCBAG2 T1C0 Refri ratlon Ol Tesl K( Flamrreble Llcuid Virginia KIP C r ICCETK 3 7o:a1 In Gallon 9H.7 page 1 of 1 t BUILDING AREA PLANTING SCHEDULE BIORETENTION SHRUB PLANTING SCHEDULE LEGEND SYMBOL PLANT NAME SIZE OUANT. SYMBOL PLANT NAME SIZE QUANT. O CATCH BASIN �+ Q _ EASTERN RED CEDAR' - 4-5' 6 �,LI BLACK CHOKESERRY .VWPCRUS NR6YN/ANA `d�' ARON/A MrLANOCARPA �Z 6 S,� FIRE HYDRANT KARL A ROS7 FEATHER REED CRASS y5 12 �G. REDOSIER RED TWIG DOGWOOD KARL F RR05715'XTH REED CRASS 7� B2 UTILITY POLE LOCUS SHAMROCK INKBERRY _ CORNUS SER/CE"A tO t O �I`J / W /CEX GLABRA 'SHAMROCK' ® ARROWWM D .. �y NORTHERN BAYBERRY Y2 5 LABURNUM D£NTA7UM d2 6 `a SIGN M/R/CA PENSYLVAMCA ®. WINTERBERRY HOLLY ILEX L•£R77CILATTA N2 10 a S RED oaK•- -` - - • U WATER SHUTOFF f( �, 3'CAL 13 _ 9 GUERCVS RUBRA <y.p •W/3'RADIUS MULCH BED GAS SHUTOFF / - - OS SEWER MANHOLE ,TOWN OF BARNSTAOLE - Q. ELECTRIC MANHOLE / C/O BARNSTABLE MUNICIPAL AIRPORT - LOCUS MAP SCALE 1 = 2000 W BARNSTABLE ROAD 2ND FLOOR / •/ / HYANNIS,MA 02601 6 NET RISER • / / /, MAP 295 PARCEL Otg-M01 v • / ''/ DB 6329 PC 090 ���JJJ''' PRIMARY ELECTRIC ASSESSORS MAP 312 PARCEL 31 / I */ / - / %EXIs1mc BASIN / - ZONING DISTRICT: INDUSTRIAL LOWER RIM FRO 46.2 Tir SHRUB REQUIRED AREA:_ 90.000 sT TO 45.8 -E-- UNDERGROUND ELEC & NET, FRONTACE20' SETBACKS: FRONT - 60 TOWN OF BARNSTABLE '.Wd6- SPOT,ELEVATION SIDE and REAR 30' / l l MAXIMUM BUILDING LOT COVERAGE 25% <� r rr4 155 AITUCKS WAY REALTY TRUST / /�1{ / / / C.O.'zh PVC UNDERDRAIN C/0 BARNSTABIE MUNICIPAL AIRPORT GP OVERLAY DISTRICT: WP II 4 / /�/Y'�(+ 480 BARNSTABLE ROAD 2ND FLOOR C/O SUSAN TAYLOR / / I / A• -�/ /y / NYANNIS.MA 02601 (JtE�ryX. EXISTING TREE 30% NAT R AL S P.O.BOX 929 MASHPEE.MA 02649 / .,./ {+n\'/ / $/ / /N a NAP]12 PARCEL 32 ^< V 30% NATURAL STATE MAP 294 PARCEL 79 / I / Q M a DB 6517 PC 239 , OB 21166 PG 179 I CREATE RAIN GARDEN .�_ GAS LINE 1, /4VEMEN N EXISTING UNPAN9 AREA OWNER OF RECORD: RAM CONSTRUCTION LLC EXTEND INTO EXIST.PAVEMENT WATER LINE REFERENCE: DEED BOOK 24620 PAGE 9 BUMps� y \ J I 5'HIGH CFWN PAD LINK FENCE ONE- OVERHEAD ELECTRIC 1.V OVERLAY ALL EXISTID COG PAVE_N AS SHOWNA.S.STRIPE_ C.O.It PVC UNDERDRAIN / lil / I 1 D I BEM N SEWER Y� / IIN / I Ma46.2 /, PA T24,4 ``' LOWERG BASIN S14TI{IN n \ / SAW C ES - 4 - XNION C LOWER RN 47.N 60 Sf R C�I.SRNC Pµ0 EM \/ \ F I41N LINI T 47.00 ATM-CE STYE. MFDAIE�ARFAo - r `RIM ].BSI.' RACE _ MI�ITHO BA9' I PROPO,Y,P_•� /-' 1JFl //I EN \ /- --- - APPDXIMATC LOCATION iV I r.R��RttIM=1].36' -•��MKWG 2'PVC SEWER LINE ul I ■ / Ln l46 (FORCE MAIN) O' / 1 / . a ExIsrIN(� - s �y 117 SITE DATA: ■ — I \ / PAVED/LOADING i4B_ EXlsnec �' EDGE PROPOSED R "IQ RAGE A�FA�'A AVEMENT EXISTING ly I \ / ETNNIyG W�ILNL g\ CREATE RAW GARDEN ' 1 'H PRO \ IN FXLSTING UNPAVED AREA \ RED UI D EXIS TIN G PROPOSED 412 s }I \ LOT RED.: 4 PRORPACOr�,S i it it 1 M y / N 3 AS S PA I �so� 3 .SETBACKS: •. \ 0.0' N A 4' 4 •�' 11 ( , X FOP• Yh g� \\ N H \ + \\ - < 7, IM 65% 62% ,asp XIISNc / \ 8 \ •SEE ZONING BOARD OF APPEALS VARIANCE DECISION. - �. _-_ \ gS \ ^APPEAL NO. 1998-20 NFW q I 1 EXISTING/FORMER USE: PLUMBING SUPPLY WAREHOUSE aS ��• II PROPOSED USE: COMMERCIAL LAUNDRY FACILITY . PARKING CALCULATION: SLAB LOADING DOOR I PROPOSED USE: COMMERCIAL LAUNDRY FACILITY ELEVATION 52.46' I •I 26,727SF X 1/700 38SPACES REQUIRED a 111' o ° I 38 SPACES PROVIDED INCLUDING 2 HANDICAPPED SPACES TREE CALCULATION: 38 SPACES (1 > 3" CAL. TREE PER'8 SPACE S) = 5 TREES REQUIRED ih 9\, Ewsnr+G g I / 5 TREES PROVIDED PLAN TINGS,TIP. _. - - I REM OVE 2415 SF \1 h v1�51-iEp STB,NE \DSO` i1N ZI JW �"�\/ NEW Z W ti•-d/ I3 4.004 � II _� � ^ T FR "°` •. , ., EXIBnNG f t RIDGE' I TNEWRAIN�ORARNER GENE R A L N 0 TE S: METAC BUILDING PROPOSED GAS - - 1 MEAL COVER / I - F.F.•52.47' ERATOR. •� (WE O'SE✓ZB41. 1 r PEAK BLDG EL,.74,7'NAVO 85 E 1.THE LOCATION'OF EXISTING UNDERGROUND UTIUTIES SHOWN ON THIS PLAN IS (`•'^1 U A II io M '-W��T_I,'I BUILDING AREA a 26.727 Sri • I APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE.THE EXCAVATING V CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO GIG SAFE(1- VALVE _ 800-322-4844)AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE,PIPE OR �l NEW S'INVERT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. PROPOSED EL 49.0' (cn.EED SEhnL) I NN ONLYWATEP P .g000 GAL AND METM005 EMPLOYED ON THIS �2.-ALL CONS1RUCnON.NATERIALS.COMPONENTS, '�W �vN ars IIN l 4S I �1�I�SK' , ONLY X OPV� PROJECT WORK SMALL CONFORM TO TIME TOWN OF UC WORKS TANDARD S REGULATIONS I I• EATSON WIN - Rfa ro I a`, EXISTING CHAI.IBER • !AND BRI THE LAND HIG WAYS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS D i.D.CONNECTION / .FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 3 SERNCE WA RR 'I `Wf' t S I I �R H ING DER PUMP 3.ALL.RUNOFF TO BE CONTAINED ON LOCUS. TO RE �JTv % 4,N1 DRAINAGE COMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. YI 3 FXIsnNC o_ W / @ /PROPOSED ALVE PR 5.4'LOAM AND SEED ALL DISTURBED AREAS:EROSION t'Tq �O 0= W W G / CONTROL NETTING ON ALL SLOPES>l03L ; 'll O N D NEW BIKE Da / WATER MAIN AND GAS MAIN ON ND. OPPOSITE SIDE OF STREET FROM LOCUS / N/ APPROXI TE LOCAr ON \ 7.ELEC LINE AND SEWER LAN.LINES ARE OF DRAIIN LI LOCATIONS FROM TOWN ESI N .BARNSTABLE ul y N \ N ^I SEWER ASBVILT PLAN.EXISTING ROOF DRAIN LINES APPROX.FROM DESIGN PLAN AND FIELD. 2'PVC SEEWER LIRE g CIWW NX�pE / (FORCE ) / / a.NEW SEWER UFT STATION TO BE DUPLEX 4.0 PUMPS ON RAILS IN 6'0 PUMP PIT WITH 1.5.OVERIA ! - 6'DIA VALVE PIT.FOR DETAILS,ALARMS AND CONTROLS,SEE SEPARATE SPECIFICATIONS. \I ALL EXISIMG PAVEMENT / - I.• ALL SENER WORK TO BE APPROVED BY THE TOWN OF BARNSTABLE AND INSPECTED AND - ; \ GPWD 9 NATO+ / / Mr• y EXISTING i •�+CERTIFIED PER TOWN SEWER SPECIFICATIONS RENSED MO. AS REQUIRED AT DRY WELL a 9.VERTICAL DATUM NAVDBB.HORIZONTAL DATUM NAD83 I MCP ACCESS / \ AREA GRAIN \' WATER LINE NOTES: I B OS PJC WATID ER MAIN \\ Z G3 f+ LOT AREA AC UNIT \ 1.ALL MATERMLS AND WORNMARSNIP TO CONFORM PTO 'O 1.853 ACT6S \\ ' WiWAN SCOTT 1A. ME RULES,REQUUTIONS AND SPEOFIGnONS Oi ME i \ AIRPORT NOMINEE TRUST NYANNIS WATER SYSTEMS AS AMENDED T PRESENT : TURTLE CREEK OR.:, OISTPoC7 HAS AUTHORITY TO MEND PLANS. - 1 ® I F+T De r ,Y,/�al '' TEQUES, FL]3469 . 3 I� II,,��\LX O ALBW O n°/ e\ MAP]12 PARCEL 004• 2.WATER SERVICE SHALL.BE 1'200 PSI WH PLASTIC ggFA,, • AC /Me W 'li\ DB 16665 Pa 273 LINE T DISTRICT SPECIFICATIONS SLEEVED WHOLE RUN. O) I D C10 RPZN�51.]SIN LINI / ' 3.GTE VALVE SHN1 BE MUELER ONLY.IRON BODY. i I \ BRONZE MOUNTED.DOUBLE DISC.WRH TWO INCH -1 \ T• ■ AI \ \ TE VAL�T9NLL CONFORM N EVERY RESPECT G NOT WITH MECHANICAL JOINT BSTOGALL T: -53/ APPLICABLE AWWA STANDWOS.VALVE SHALL BE DESIGNED /' J FOR 200 PSI WORKING AND 300 PSI TEST PRESSURE G] AND SHALL OPEN LEFT, 4.+ /W \ • I ` p\� OF THE AWWA AS TO IZE CONFORM STEM.PITCH 0 9PEGTHRR DNS �s zW1 GASKET SEATING MCA SIULL gE NLLY MAC HINW TO THE Ie 1'I - / \... - FIXED DIMENSIONS.V TOLVES SN CR AS PER AWWA .f PROPOSED(31 5'CALV.SCH10 BPEGRGnONS.ALL VALVES SW11 BE FRONDED WITH'0' 51yn UNDERGROUND ELECTRIC ONES RINGS.THE DESIGN OF THE VALVE SHALL BE SUCH t THAT THE SEAL PLATE CAN BE FITTED WTN NEW'0' \ RINGS WHILE THE VALVE LS UNDER PRESSURE IN TINE NLLY OPEN POSITION. \1 ■ \ �\ •1 11 EX, _ o I .' 5,VALVE BOXES SHALL BE BUFFALO OR PIONEER AND \\ •'1'I •NEW SHALL. EY SH LL AND INSTALLED FOR NL y I 7�P \I PLANTINGS I' VALVES.THEY SNAIL BE CAST IRON•TAR COATED.I CAST (((((( 11J1' TYPE AaJU6TABLE VALVE BO%R TOGETHER WITH CA6T 5 1 \ I 'L \ ' Al ES I / J IRO N COVERS.SEE OISRNICT REGULATIONS. JSi/ LIB �I , - 6.HYMNIS WATER SYSTEMS APPROVD CONTRACTOR AND „ D 'i Ex15,TIN GR -55_ INSPECTOR REQUIRED. \ G 7.CANTPACTOfl RESPONSIBLE FOR AS-GUILTS AND 363 ) AVEL PARKI EX. NEW POWER DROP FROM SP B"SAMNO T WATEII DE FOR EflON GINEERED DRAWING RECORDS. EXISTING LEACHING / NG \ I EXISTING POLE - \ -- _-EEGRADE EXISTING &RAVEL (- \\ PARKING TONE SU 1 OF]/B' \ I - NATIVE STONE 6URFACE R TIN _\EI05 G 1 N SPA ES / ' 1 EX - / / .7 SITE PLAN OF LAND IN i - MA � 1 NNIS .• � HYA 'EXIsnNc rTATURµ GINNINGHAN iR. CAPE COD LAWN / I I_ I. JKC AIRPORT RD NOM.TRUST \�\-� \ / AREA TO REMAIN REII VE 1,000 SF ( / 24 COVE ISLAND RO CENIFKNLLE q a ARE COD LAW1L�S6") #880 Attucks Lane MAP.2B1 PARCEL'BO "•\ REMOVE 015 SF TO CRATE PI(MN7ITTG De 10249 Pa 281 \ \\I OF'CAPE - u TO CREATE ILANTN-BID �3•CAL \ \ h RED OAK PREPARED FOR \\., I_57- ; CAPE COD COMMERCIAL l /c LINEN SERVICE, INC. \ \\ Rah \ 6S5O G/G 5/ DATE: OCTOBER 21, 2011 /�\ \ / REVISED: NOVEMBER 15, 2011 (CCC COMMENTS) \� Q'OQ \\ //\1 �°- REVISED: DECEMBER 14, 2011 (CCC COMMENTS)) \ ^ \ // /j° REVISED: DECEMBER 28, 2011 (CCC COMMENTS NLIA 20 30' 10 50 FEET I g • V J 0•'' r I �Rj off 508-362-4541 �0 1' � I Y.IaoW�cao 600mBm F BOF "°'� down tape engineering,me. \. r 1 ... /CAME! DAI A civil engineers of j° 1 1 _ 1 O�ALA �' clva •� land surveyors N010980 N...,6502 F 110/O , +I + o FS, P eq f 939 Moin Street AM 60 '- /J,1 �(y�\J� i t, o p E r 0p' YARMOUTFIPORT MA 01675 0 h " 1 OF 2 .DATE DAME A. OJA LA,P.L.S.,P.E. n-2A1 BgsE.owG NOTE: PERMIT SET,NOT FOR CONS /s TRUCTION _ DCE GENERATOR ° - IN FATHER HOUSING W/SOUNO UPFIT • t - NOTE:DBERGLASS ENCLOSURE OVER GENERATOR REQUIRED. - -- ----- - PUMP INSTALLATION NOTES: 1 I.NON-CLOG SUBMERSIBLE PUMPS SHALL BE MYERS 4WHV 5 HP 3. , - -- ''- • -PUMPS.6'IMPELLER,INSTALL WITH MYERS STAINLESS RAIL MOUNTING - - SYSTEM.PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE 1 0 EXISTING SMH MANUFACTURERS SPECIFICATIONS. PRIOR TO ORDERING PUMPING .58 EDUIPMENT AND THE INSTALLER $HALL PROVIDE THE DESIGN SHOP 58 - DRAWINGS OF THE ALL PUMPING EOUIPLRENT FOR APPROVAL- INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR FOR THE PUMP(S)IS AVAILABLE AT THE SITE.(3'PHASE A/C)A EXISTING GR ND - SEPARATE ELECTRIC ME SURFACE TER SHALL BE INSTALLED FOR THE PUMP CHAMBERS.PROVIDE ELAPSED TIME METER AND CYCLE COUNTER IN PUMP .. h GENERATOR PANELS. � yl� _ 56 56 ' 2.ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL- NATURAL.GAS LINE PAD6 CO. •_A OSTATE PERATE D LOCAL TE ATELCODES AND REGULATIONS. THE PUMPS SHALL PAD 6•WITH _ 2•SCHBI)CONDUIT 6%6 WWF I. - - PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT WKwrt CENTER (N mnmx vu[L) OR AS•RED - LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. GENERATOR DETAIL OR AS REQ. i _ 54 J.PUMPS SHALL OPERATE FOLLO'MNG SEQUENCE: 54 o. PUMPS OFT Stl1EMATIC M LEAD PUMP ON ( ) s r BUILDING ALARM ON AND LAG PUMP ON(TWO PUMPS OPERATE OR ALTERNATE SAW CUT EDGES TO OBTAIN CLEW FULL THICKNESS ELECTRICAL 'SLAB ELEVATION 52.4E PUMP SUBSTITUTES FOR FAILED PUMP) BUR JOINT ON EXISTING BASE AND REMOVE OLD STAINLESS S AP JUNCTON BOX 4. PUMPS MUST ALTERNATE ALARM SHALL SIGNAL A LOW WATER PAVEMENT TO PROVIDE A STRAGHT EDGE SCH BO PVC - CONDITION(PUMPS N07 SUBMERGED)AND A HIGH WATER LEVEL CAU SED• JOINT SEALER REQUIRED BOM SIDES 52• BY PUMP FAILURE. - T CUT LAWNS 12-MIN-PAST EXCAVATION SIpEWALL ' 52 -. mSCIigO - a - - STREETS.ORNEWAY$ LAWNS AND STAINLESS S AP PVC Fo E MUM' VALVE PIT - RIM 4. ALARM: PUMPS SMALL BE EQUIPPED NTH AN ALARM POWERED BY A AND WALKS GROSS COUNTRY DIRECTIONAL LBOW P - 6 CIRCUIT SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST _ EXIST G GRAVITY MAIN - ' - LOW P 5 MiN EL.Saw: OF A RED WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE EXhTING RAVEN IT BTNUWWS PAVEMENT lMY AND SFID 0 . La SWITCH. E E ALARM SHALL SIGNAL A LOW WATER CONDITION(PUMPS NOT "DPW TYPE i-1 AS SPECIFIED 8'm 19 2R MIN. SUBMERGED)AND A HIGH WATER LEVEL CAUSED BY.PUMP FAILURE. _ 50 - 5.PROPER FUNCTION ONSTR TE PUMPS,CONTROLS.GENERATOR AND ALARMS 49.0` .SHALL BE DEMONSTRATED BY CLEAN WATER TESTNG PRIOR TO - \� `BRINGING SYSTEM ON-LINE.' - _ PROCESSED GRAVEL _ �.: � - BAY A5 SPECIFIED ' - 6.ALL CONDUITS TO BE WATER TIGHT ANDODOR TIGHT. • EXGVATON-EARTH OR ROCK « � + •. ��;ALL ROCK EXCAVATION AND STONES 18 _ LARGER THAN V SIW.L BE DISPOSED Or ANO REPLACED"M . INV.EL ee.TY - � APPROVED E% VG ATED YATFRWL. ` e ,•. P _ s s �\ OR GRAVEL BORROW. III t " ^ .COMPACTEDAPPROVED `\ WARNING TAPE SEWER' 46 0°00 1•00 2.00 3a00 • .. COMPACT IN 12'UTTS ' TO 95X MGD.PROCTOR DENSITY . _ - s0'k30•H-20 LOCKING ALUUINUI]COVER _~' \ _ ^ • BILCO OR EQUAL-CAST IN REINFORCED CONCRETE COLLAR _ ENOREER TO APPROVE \- .. ALL SHOP OPMRNCS .• � OUPL SEWAGE PUMPS 'CPRIOR TO OYPoNFNIS ERING ANY "' '" .- �\; .I CAREFULLY CONpACfED b°♦ Mx cay.LIFE BOILNms Fm"rn NIM]OW P9 OnK3tETE c SELECTED-FINE MATER 1 ION. PIPE OA - 1 M E BVJS' 2 ' •'A9PS tTAOE a3 BDOm GRADE tmL`Y ] WMAINING NO STONE LARGER �` \ftOl1N✓D!tQ M D<1PAIL4MtIFA-a REM R[Q Y- 1 . t � .t 1MAIV ONE QICH INS B os 12?9N. r¢•m souvA 9a IRPretXalo+PM oR >m er IairR RAIL�NOUNT i VALVE BOX �\ KLW IDrK PAn m3'x 4•.x DUPLEX - - 13 K Yd. l m'DI c000 P9 CONOiI[SUfSKE 6E96. NON-CLOG EL 42-44' ' 1'1.0.MANNOIE• • •. \� _ /SY AT tY TLC G uO sUB •'SUBMERSIBLE PUMP. 6,000 GAL. \\ LEVEL]'ml IAOtOO\\ O¢Sim14 OLpCgC OR El _ad Y WMP/eIm auxl(uX n1•?AL Off L�nimm rmw ' PUMP CHAMBER ® e'SCHBD PVC CW51.JOWR/tD w.JOWR AS.REO. To SMHRE.UNE MRR"ORIS NM GLSt otTO GOhOYTE SNiFMi ECK VAL amSfLL MR4aM FvmDl TO0. \ Fmwi-IWI sttlReUP!AS RE0. .. lE VALVES SLOP NOS SPECIFIED i I LOW POINTS SEWER MAIN "Mo. �\ 8'YIN. - ]1Q}6'MmIxM RR mat r •dd' ~ I CRam M B fAFxl COYPAC m 0 45X ALLOWED. \ vtnC - � ���.\ 3/1'CRI1511Ep STONE REOLIMED OF m F%A- 6•.10AM h SEED - 24-!24•GONG. - ' wRIN]MEOIAJ6Ga.IDMPAcmt mt O wal DISTURBED AREAS - THRusr BLOCKS COIDIFRCILL PROJECTS • +�P0.YD P�pvOPFNT ANGLES. - UNDISTURBED FORM MATERML SIEVEAT AUL ON PERCENT PASSINP NG - OPING CAST IRON -. - -F I OLA CRu9®sFwE P VELESC REPLACE ANY 1 INCH V IOOx SET PAO OK t It•)a(Ep TAPE OVpI . ' V X AND COVER VALVE 80 _ A LED BELOW GRADE EXCAVATION . Y a'x T-o'x tY 9EI.Om PAD(PLATE NMP ) . ACONOARY tY T_.R ].5 A-t 3 4 DRGI 90-1°Oi _ Dp�TwE R• SIDE OF BED BUFFALO OR FOWL B°INFLUENT PIPE / s/m°x IY atapm ROOK w GLLV. - - ¢ \ aNMKol6 A9sulT. /SIDE OF TRENCH - • 1 WITH CMENLLY COWALTED MATERIAL -:. RRcN 3/a OEM /O_2aX a/O AWD 1TR w mJ]xF.,SFE SPEiS I P2MwY - - M'x tY GRU-STpE BAY - Y w MUELLERVCIN INN112'UFT5.MAX SENIDARD DETAIL It02 SFE NlTAB NmW RAN FOR CO1151xIKTgn OEMAS- !OlA FXv. a • ' _ . 4.]Smin " • W FROM POIx OR® ' f (Y®iA MTE muPAcrtn) r VALVE ANCHORING TEE TU OPEN - Na A 0-ST Erm° WALL AND PAVEMENT SECTIONS: =I PLAN VIEW SEWER TRENCH MamaR TAv[avER _ _ m �I ..•,� _ - NOT M SCALE SECTION VIEW SCALE: 1/4' 1' HORIZ.&VERT. (APPROX.) ICI KOIc cDNTRAe'TGR Is Resvot®IE To o9M,x KsuA ismw•AL Pwon To Ivaawne eoHl%m as~wsen Psa _ • - TEE• A , • ,�'�')� "+c F- +r r TRANSFORMER SECTION: GENERAL NOTES • _ I� ALL FITTING$NEDHANIGL • �DANIELA�. /4 IE.L\tr�- SECTION VIEW SCALE: 1/4' V HORIZ.h VERT. (APPROX.) - 'TillE wATEx Jowr ECHANxiTL JOINT RESTRA F.I.. ( TS 7• MAIN' ALL NUTS AND BOLTS STAINLESS,STEEL. CML Or...: I'+ 1.THE LOCATION OF EXISTING UNDERGROUND lJTR1TIE5 SHOWN ON THIS PLAN IS _ (TYP) - - M:.aG502 �<I'J 509RO')�•I APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE.THE EXCAVATING - _ INTERIOR - \" CONTRACTOR SHALL MAKE THE REWIRED 72 HOUR NOTIFICATION TO DIG SAFE i"ss"° -SMITH-BLAIR 662 STAINLESS SLOG uouNr I o CONCRETE THRUST.BLOCK e`Fyy'RA c`'•' '(1-BB8-34h7233)AND ANY OTHER 11TILITlES WHICH MAY HAVE.CABLE.PIPE OR - •STEEL TAPPING SLEEVE B"X4-X8- ° MD"M CONR+a 18•X 18'MIN - _ '� .EQUIPMENT IN THE CONSIRUC110N AREA.FOR VERIFICATION OF LOCATIONS.. -PANEL IN HEIw - h N T I a ON THIS OR PRECAST RUS AI.LO COMPOH AND METHODS EMPLOYED -� 2.ALL GO ILATER1Al5. ENTS. ENCLOSURE' � F MPolST aLocxS -PRECAST W RN CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION I I P`'• e+ $.' PROTECT 0 SHALL wnN AIAFOI s I DATE� POKIER LA OJALA, .E., 11W1t I. APPROVED BY DISTRICT _ REGULATIONS S AND/OR THE MASS BRIDGES DEPARTMENT OF.PUBLIC WORKS - t I - - STANDARD SPECIFICATIONSAND FOR TO C AND HIGHWAYSAS AMENDED TO PRESENT. OD 5. APPROVE 10 CMR I5. TITLE ETRGOREW TO CONFORM TO 3 ALL SEPTIC WORK AND MAIFJONS 70 PRIOR TO ORDERING• EL CN NE 'VA VE I NW QL GATE L noNs NSTAB HEALTH REWLA- AND DAR LE - COMP TO OAODTWG PANELS IN xFNA4 - MANHOLE FRAME B COVERS - ' - EXISTING C-900 mMPoxDRTs ENCLOSURES NOT TO SCALE - � - v SEE UDETAIL)T _ 3.VERTICAL DAnIN IS NAVD88.CONTRACTOR.TO COORDINATE ll)Il1ilES W/VENDORS • 8°PVC PIPE• vIIM ALARM i _ MM_ ADJUST TO GRADE BPoIX INSTALLATION • 'T PUMP IN TA TIO NOTES A M ULA S U lAR SEE RIM° ® > LISTED ¢ COURSES MIN.1 CWRSES MAIL ENGINEERING. - 2 COLA SE AND DETAIL FROM SURVEYS 8Y DOWN CAPE ENGI EER TYP N TOPOGRAPHY o MEGALUG I � a:a SITE - - CONWIT R FITTINGS - BED J B MORTAR JOINTS - / YIN FULL ' M-%30•BRCO ACCESS COVE WITH CHARCOAL FILTERBED FIRAITE W 3/B _ r MORTAR BED 40 x JO•BILCO ACCESS COVER � 5.DESIGN LOADING FOR ALL PRECAST 11NTiS TO BE AASHTO-H20 UNLESS NOTED. - ' p' 30•%JO'BILCO ACCESS COVEN _ - - � \ 4*VALVE - - , v L Typ. II ASTM C-478:m INTERIOR 6.THIS PLAN IS FOR PROPOSED PERMITTING ONLY AND R NOT TO rn - ( ) PRECAST MANHOLE SECTIONS BE USED FOR PROPERTY LINE STAKING OR ANY OTHER PURPOSE. WRIER TOLERANT HCUE MT TOP SELTON p�_eDRO II ACLdE M EQUAL �-, ----�� TOLERATE DROUGHT ' TAPPING' SLEEVE. .._I - W/$PTEtt STEPS .- +-�-Ttf - 7.ANY SITE LIGHTING SWILL NOT CAUSE GLARE FOR MOTORISTS.PEDESTRIANS. CONDITIONS AS WELL - - - J OR NEIGHBORING.PREMISES. t, NOT TO SCALE 9-PIFLUDIT PIPE •� B.BUILDING$AND TOPOGRAPHY ON ADJACENT LOTS FROM TOWN C.I.S DATA AND SEE PLANTING " UPPER GUIDE f I - I I ''I.' Is APPROXIMATE.SHOWN FOR REFERENCE ONLY. SCHEDULE PAGE I - I7 o c RAIL HOLDER I: IN,LISTED _ +�j _ tt GATE VALVES 4-SCHBO PVC -�• 51NC 478 5'P TERROR Q R CHECK VALVES ;PRECAST MANHOLE SECTIONS HAM N 20 MT Top SECTION \J t PUMP CHAMBER SWH U E NOTE: HARpWAR INSIDE PU E E E ) POOLING ZONE- O�fL 2 RIPRAP STONE SLOPE PAID vuvE pR TO BE STAINLESS STEEL � To SMH //A�1`��II ACME OR EQUAL DEPTH PER PLAN `^IV .LOWER DIISTNG CPA11E5 19.OVERLAY ALL EXISTING - VAN W MOST UN , I•:' V -J ' N 2 OWED. BELOW 0. °GAL GALVANIZED STEEL ALL N F AS WDIUTED PROlEC110 I pBfOt IMP -1 MIX PAVED AREAS TACK DPW E I UPLAN VIEW PER 2TLAROw000 BARK 'FLOW OIF'NSER -. .- ENTIRE LENGTH, - SITE PLAN FILTRATION STRIP SWEEP PAID TACK.1/2-IEVFLNG COURSE _. �. NO SHALLOW INTERMEDIATE GUIDE '� - FILTRATION ZONE- MULCH BETWEEN THEN APPLY 1'OVERLAY ON TOP•RESTRwE _ ICe PLANTINGS ALONGEDGE AS BRACEALL WEN.. f.I RNL SU REWIRED 'I 2i PLANTING MEOINA SHOWN IN PLAN NEW E)05TING TO WTI CDrn 6-INFLUENT PIPE TRAP $OUN 5 O FLOOR 11 - OF LAND IN SOIL MATRIX RED: FINISH GRADE H-20 F@C'S TD GRADE I- a'oRNN MOUNTED i0 FLOOR 14 THRUST BLOCKS _ r W. MEDIUM SAND AS SHOWN AT .) W.MEMU TOPSOIL CASE IRON AT ALL 230%0X CNATIVEOMPOST - PRECAST CHECK VALVE.SNINC TYPE ANGLES. i _ H Y A N N I S M A , CONCRRETE RISER Y1RM ISOHS FABRIC OVER STONE AND AND SPRING OPERATED I �I H-20 MORTAR ALL MIRTH 140NS FABRIC DOWN SIDES OF ALL LEACHING :DISCHARGE PIPE AND F=„ F USE ONLY HPROW000 - COMPONENTS N-20 RISERS - BARK N"R '`' ]'X3'LFACHOJG TRENCH 4 FITTINGS-SCH80 PVC - _ _ • . "°"�"""` ._�"AR""�` f #880 Attucks Lane 3Y3•LEACHING TRENCH BETWEEN STRUCTURES STAINLESS STEEL �.� COMPONENT$ NOTE 36'DEEP SOIL 2 1-HOLES BETWEEN STRUCRIRR PIPE GUIDE RAMS WET WELL AND COVER WHERE IAEES L. - LAG PUMP START LEVEL NO GALVANIZED ALLOWED) - PROPOSEO. �;, SPED&ALLOY STAINLESS - RECHARGE ZONE- 12'OH-20 HOPE • 12'mH-20 HD PE LEAD PUMP START LEVEL I STEEL GALVANZED LIFTING ' I PREPARED FOR COMSE SVRD OR OFF.PIPE ALL TRENCHES PLTIF.PIPE ALL 1REN ES NEW 6bw SCH40 PVC ROOT GRAIN 1 CHAIN i GRAVEL MOCV-* _ DE DIRECTLY INTO EXISTING BASIN PUMPS OFF LEVEL I - %6'm e e e LOMRACT BPCKFILL TO 95X MOM , y1 ��• • .• REAX-AWAY FITTINGS I'..\ : '� •DIA PERT.SCH40 PVC - H-20 PROCTOR OENSTI'Y,PATCH IF� LOW LEYEL ALARM _ CAPE. COD COMMERCIAL p 12 OFF BeOROY �� J UNDFADRaN wON tmOO G'L PAVEMENT AS REQUIRED PoOR �- - - CLEANOLIT TO eT�eve - R`I TO N OVERLAY. GRAD PROPOSED -rt NEW E IN IEA.CHP S ALLED i0 LINE SHOWN IN - IY AN 1 _t000 GA AT N PREC Sf � - SH 5 0 GROW R R °�I•°PUN VI SHO EY 0 EQUAL _ ._. ..- FABRIC.RUNCOVER WITH NXRAFI LION H-20 GTCN DA91N a•. •.�{ep°e�:Te' I INC. BELOW SOIL MEDIUM, ITS- SECTION A-A LINEN SERVICE CORE INTO EXIST.BASINS, mx6'-B-SNOREY SOW oa7 e Lp _ 7 BASIN H-20 OR EQUAL •el.'•e DUPLEX$UBNER981E WASTEWATER PUMPS pGE PUMPS - FILTER FABRIC ? e FABRIC TOP D SIDES ° SEW Ral MOUNT SYSTEM - e^Be`7,` a A/C OR APPROVED EDITOR ELEVATION VIEW PATE: OCTOBER 21, 2011 pea °•• ° • WITH MYERS C BETWEEN.FRAME B GRATE ..•._.• .•.V.e.e.....•. .�apee a?a y'.?°ee°<°�• AIYEftS M4YIIN 5.0 NP Jm UNTIL SITE NSTRIU T +_•• - - "•` FABRIC TOP AND SDES OF ALL LEACHING J"MIN.SPHERE S0005 HANDLING CAPACItt - 0o NOT coNsralxr RETENTION BASINS UNTIL SECTIONAL PLI'� 6-S10NE UNOEA PITS,:oN sDES.3'.X 3•TRENCH sEcnox BETWEEIR ALL STRUCTURES. ScQle.t" 20' REVISED: NOVEMBER 15, 2011 (CCC COMMENTS REMNNDER OF SITE IS SfABIU2ED. - OR SOUO BOTTOM ,- (( - REMOVE ANY CONSTRUCTION SILTATION PRIOR 6.00' - IO'xI7 6000 GAL ELEVATION VIEW _ TANK PUMP CHAMBER REVISED: DECEMBER 1 a, 2011 CCC COMMENTS TO FINAL PLWTNG - RAIN GARDEN 'L ACNE OR sHOREv _ - - REVISED: DECEMBER 28, 2011 CCC COMMENTS OR EWAL ] 'D N. 30 AO C iEE- -`Z OF Z EL,32,2 F - PUMP 'CHAMBER f VALVE PIT DETAIL - - TGP GROLINDWATER W/ OVERFLOW CATCH BASIN 11-241 BASE.DWG L.32'FROM • _ N.T.S. - IOWN GROUNDWATER MAP � ' DCE 1 1-241 NOT TO SCALE , K 20' 21' -�-I Iaa; - (� 1 1 1 ! �- �-I } it UTIL'IijY II- - , �1 t ROOM' WCH®flIGCHEN. 1 I I (Unchanged) 4 NEWCEILIN090iFIT= i-EMPLOYEE "' I Q!nrgi.CSUNGat 0EMIW_LIS _ TI l LOCKERS- II CONFERENCE ' ROOM - II EMPLOYEE 'j BREAK I AREA I II � Y` - r eVSe lair BNek er ao -fit, L_C J NOTE: ReuI ._rBreak/L erRaum{ i / r� j 2'x 4'Suspended Cel'ng Remeins - 8 x 8 Flou Tiles Remem,except as rated - t MODULAR OFFIGE WOMEN (8 z 16) \ V , v EXISTING WALLS / 10 Fe iHigh499 ' NEW WALLS $ - N &7/2°z 13Gauge MetelSWds@76"oc I 2Ro Black Iran Renbltement Straps 16' - T W Sheet—k Both Sides - -— -- Taped end Sanded 3 Coats 'J Bead et CallingIM g ersectronI I I I if -� ME Ni 1 DEMOLITION KEY: L - — GREEN=DEMOLISH MO R—OFFICE RED=NEW CONSTRUCTION 1—i it III I H MODULAR-OFFICE ._- t" ! -ttt if k a a ASSISTANT �. MANAGER'S i (Unchanged) HU 4; A Iliyr � t { ri 20' 21' 4V t F Mgss9 oBRADY ✓ 2��5 " CIVIL y N0.39769 )) �SS�ONAL NEW CONSTRUCTION OFFICE PLAN SCALE: 1/8" = 1'-0" CAPE COD COMMERCIAL LINEN SERVICES - OFFICE AREA RENOVATION 7 ATTUCK'S WAY, HYANNIS, Massachusetts 02601 Ronald Alexander, 65 Deborah Doanes.Way, Eastham, IAA Cell: 774-836-0106