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0050 OLD COLONY ROAD
�oFtHE Teo Town of Barnstable BAM9r" .Z Building Department-200 Main Street f 9 ' �,•°' , Hyannis, MA 02601 k $AIEn:MA�e. : Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-1293 CO Issue Date: 4/25/2018 Parcel ID: 306-117-001 Zoning Classification: RB Location: 50 OLD COLONY ROAD, HYANNIS Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: A& A BUILDING & MODELING INC. Permit Type: Residential - Single Family Type of Construction: Design Occupant Load: 0 Comments: THREE BEDROOM, TWO BATH WITH ATTACHED GARAGE y Building Official Date:, A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition 1 Town of Baarns !ahte .r .. a 111 ,� ��.:'.`- •.�'? � -:*.<^te E_ u.:-:w . .`:� ::-... �..u.��" £ `^. .� £ .:h `.. .a�r.�.: y :�. -'5 - y�� _ ._&3. .13..t;i`�.A^+�; -.PnS��t�9s w" - � i�0*�i�-fra1 g:K_:< ��s� rr.:.,.< h r e _ _ =F t Permit� � ��� �#fl�aite c�. L'� 9'ipbncy��,g�R � �t �h�i1i)d�hg��l�at�l�iibt be O cui>ie�i bntoi a Firti�I an�p�ect►or�ras.,eQtR rude � ;, ...,h,s"�":.te"S� +�.:r ��>,.��^�-� r;.''r...x:...z s ;c. _ ...... ,✓,.x....>.,.:� -Y..���:»,�iik..iiaa>. -..:,<�_.:.��x-N,<:::r Permit No. B-17-1293 Applicant Name: A&A BUILDING&MODELING INC. Approvals ! Date Issued: 06/09/2017 Current Use: Structure 16pi" mvr is Permit Type: Building-New Construction-Rebuild After Expiration Date: 12/09/2017 Foundation: ����� Teardown Map/Lot 306 117 001 Zoning District: RB Sheathing: Location: 50 OLD COLONY ROAD,HYANNIS @Mx ptl actor Name A&A BUILDING&MODELING Framing: 1 �#� Owner on Record: 13EVORGYAN,GARIK N 3 INC. Address: 271 GREAT MARSH ROAD , .t✓c3n ctor Licrr:e h 181642 2 �-- z.; Chimney: CENTERVILLE, MA 02632 _ Est Project Cost: $220,000.00 Description: Rebuild.Construct 3 Bedroom,2 Bath New Hou'se� s3> Permit Fee: Insulation: $ 1,247.00 iP Project Review Req: Rebuild. Construct 3 Bedroom,2 Bath New House E Fed paid`: $ 1,2.47.00 Final: gg �, , pate: 6/9/2017 LIM r al < N NONE, t 5 Plumbing/Gas .m .hy e3 Y"5 3 ea. 'fi.a-.HM111— EN IN �f� +9 f '' $ � �� Rough Plumbing: ,01K I-a-)B f 8� Final Plumbing:,** Z�"L 3 Building Official — This permit shall be deemed abandoned and invalid unless the work14, WI by'�his permit is commenced vAthio% iJdBth Ater issuance. Rough Gas: All work authorized by this permit shall conform to the approved ap 3 Cla.an.. approved construction docurrtei., s fur3�+h�ch his permit has been granted. Final GasG��cy/� All construction,alterations and changes of use of any building and sttu�t es �ie)I,be in compliancC,f�i h the loca(zonitl y taWs'and codes. r 'Wand This permit shall be displayed in a location clearly visible from access,iiA,t b rope shall be maintained opefi)pr pul�l,c ins ettion for the entire duration of the work until the completion of the same. 071 x kR € ,'f " Electrical Service: The Certificate of.Occupancy will not be issued until all applicable signatures D.Y,�T te�B�Si IPJR . Fire. C<fficta)s 8�e?provided do this permit. Minimum of Five Call Inspections Required for All Construction WorkIN Rou h: a A, ME tea ,, b 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: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation . Low Voltage Final: 1.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: j Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: �y Building plans are to be available o!y site All Permit Cards are the property of the APPLICANT- ISSUED RECIPIENT , w BEEC11TREE ENERGY Residential Energy Code Compliance Test Tested-By- Conor D. McInerney - BPI Cert #72455 Date: 4/19/2018 Site Information Site ID: Site Address: 250 Old Colony Rd, Hyannis, Ma Contact: Cash Point Company Email: thecashpoint@yahoo.com Phone: 818-599-4431 A Test Type: Code Compliance Blower Door and Duct Test- . i Duct Test CFM 26 CFM, Blower Door,Test CFM : 749 CFM Duct Tightness Test a S n E rca ry �. s E � � I r< xEx ,.. .. Ins. . r' - Permit Image s F Blower Door Test a z �r v _ a N� a � P d.sr I < ��u � ` a"�� 33 �"� r� ` ,yt,✓ ;E,a �• p�"« i� �3 3 '° li �' The Town of Barnstable Department of Public:Works 382 Falmouth Road,Hyannis,MA 02601 n • 16�IA2�� sexxsrea�. _ ems www,town.barnstable.ma.us. . EJ 1a3� 3 Daniel W. Santos, P.E. Office 508.790.6400 Director Fax 508.790.6343 April 25 : 2018 Subject 50 Old Colony Road ; Hyannis Map & Parcel 306 - 117 - 001 - Tie - in to Municipa ewer Dear Sirs;, This is to notify you that the property at 50 Old Colony Road , ( Map & Parcel 306 - 117 - 001 ) in the village of Hyannis, was tied . -- = in to municipal sewer on January 26th ; 2018. The tie - in to municipal sewer was.inspected & accepted by the Construction Projects Inspector from the Town of Barnstable DPW Admin &Tech Support: If you have any questions, or need additional information, please call Dave Anderson at 508 - 790 6244. Sincerely; David J nderson Town of Barnstable DPW Admin & Tech Support 17 Generated by REScheck-Web Software Compliance Certificate Project 50 OLD COLONY RD Energy Code: 2015 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: New Construction A Conditioned Floor Area: 1,473 ft2 Glazing Area 12% ' Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: B-17-1293 Construction Site: Owner/Agent:. Designer/Contractor: 50 OLD COLONY RD HYANNIS,MA 02601• k, Compliance: 2.8%Better Than Code Maximum UA: 246 Your UA: 239 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavit Cont. Perimeter R-Value -Value Ceiling: Flat Ceiling or Scissor Truss 1,300 30.0 0.0 0.035 46 Ceiling:Cathedral Ceiling (no attic) 250 38.0 0.0 0.027 7 ' Wall:Wood Frame, 16"o.c. 1,530 21.0 0.0 0.057 73 Door:Solid Door(under 50%glazing) 40 0.180 7 Door:Solid Door(under 50%glazing) 28 0.220 6 Door: Glass Door(over 50%glazing) 40 0.290 12 Window:Vinyl Frame 136 0.290 39 Floor:All-Wood joist/Truss 1,476 30.0 0.0 0.033 49 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date 4, Project Title: 50 OLD COLONY RD Report date: 02/01/18 Data filename: Page 1 of 9 Town of Barnstable _ Building Th �t�s:Visible F m the`Street -A ' 'rovedPlans Must beReta�ned on Job and xhis Card Must be Ke t , �P�ost ThisCard So at pp P Posted&Unt„igl final Inspection HasBeen Madit ZW e r1� Perm Where�a Certificate.of Occupancy is Required,such Buildng�sFiall Not be Occupied�unt�l a Fnal�tnspection has been made Permit NO:. ' :13-17-4290 Applicant Name: Fabio G Zocante Approvals Date Issued: 12/21/2017 Current User . Structure Permit Type: Building-Sheet Metal-Residential Expiration Date 06/21/2018 Foundation: Location: 50 OLD COLONY ROAD, HYANNIS { Map/L91:,3 -j,17 001 Zoning District: RB Sheathing: Owner on Record: GEVORGYAN GARIK Contractor Name �_,.Fabio G Zocante Framing` 1 Address: 271 GREAT MARSH ROAD w Contractor.License: 8586 r RV 3, 2 CENTERVILLE, MA 02632 Estf Project Cost: $0.00 Chimney: Description: INSTALL GAS FIRED FURNACE 1N ATTIC WITH SHEET METAL' VPermit Fee: $85.00 = _ Insulation: GLAVANIZED DUCT WORK FOR AIR DISTIBUTION,DUCTWORK IS Fee.Faid $85.00 SEALED AND INSULATED WITH.R8 INSULATION Date 12/21/2017 Final: Project Review Req: �� x Plumbing/Gas x r Rough Plumbing: .. AN �, Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by thus permit is commenced within six months after`issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents,for�whi- this permit has been granted. Final Gas: . All construction,alterations and changes of use of any building and structures�shall be in compliance with the local zoning by laws-and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the 3 work until the completion of the same. f Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and•Fire!Offickals are�provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:= X., Rough: 1.Foundation or Footing •A.. ,.� �• _�i 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: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health W47ere 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: `",1,ersons 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 .� Town of BarnstalbleBuilding ;Thi " '' {> Th i is`Uis�ble From°the:Stceet=A roved'Plans"IVlust,be Ret'amed on.lob and this GardMust bye Ke t Post s Card So at t pp - p - x s tARh`2FY'ACtLE,. � ed Until Final Inspect��n Has Permit,�, � .-.:Xc; �' :..... �,+...< ,at.a..r W :z7' , t :` .:, ..= + ;Where"a Certificate of Occu anc. =is°Re aired such Buildm shall Notbe®ccu iedunt�l.a.F�na1 Ins ect�onhas been made f Permit NO. B-17-4290 Applicant Name: Fabio G Zocante Approvals Date Issued: 12/21/2017 Current Use: Structure Permit Type: 'Building-Sheet Metal-Residential Expiration Date: 06/21/2018 Foundation: Location: 50 OLD COLONY ROAD,HYANNIS Map/Lot: 306-117 001 Zoning Distract RB Sheathing,: Owner on Record: GEVORGYAN,GARIK Coritractcr;Name,, .-Fabio G Zocante Framing: 1 �F Address: 271 GREAT MARSH ROAD Cog,ractor,License 8586 2 CENTERVLLLE, MA 02632 Est Project Cost: $0.00 Chimney: fin Description: INSTALL GAS FIRED FURNACE IN ATTIC WITH SHEET METAL Permit Fee: $85.00 GLAVANIZED DUCT WORK FOR AIR DISTIBUTION, DUCTWORK IS ' Insulation: SEALED AND INSULATED WITH R8 INSULATION Fee Paid. $85.00 Date. 12/21/2017 Final: Project Review Req: - 1 ,� � � � � r� - •Plumbing/Gas. B Rough Plumbing: Y X f. uilding Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized bythis permit is commenced within six-months'after,issuance. Rough Gas: All work authorized by this permit shall conform to the approved application ment and the approved construction docus for which thi's permit has been granted. All construction,alterations and changes of use of any building and structures shall b nin e in compliance with the local zog nd by laws a codes. Final Gas:- This permit shall be displayed in a location clearly visible from access street or roada d shall be maintained open for public mspeo for the entire duration of the 6 t* Sja work until the completion of the same. I` Electrical WF { Service: The Certificate of Occupancy will not be issued until all applicable signatures by.the Building and Fire Officals are3provided on this permit.. r Minimum of Five Call Inspections Required for All Construction Work a 1.Foundation or Footing #. § „ - Rough: .< .. . 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.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 vvv r f Commonwealth of Massachusetts Sheet Metal Permit I a Map Parcel Date: 22 12/ 1 Permit# J I q� qo Estimated Job Cost: $ �Z Permit Fee: $ Plans Submitted: YES NO Plans Reviewed: YES NO ®�C 1 loo Business License# (2p License# Business Information: Property Owner/Job Location Information: Name: kt 11Z i (4V hC Name: _ !�2C�� ��V���4 Ate' Street: Street: 50 O(-3> 6 y d City/Town:e-� �2�1 I l�'. City/Town: U,� Telephone: 5C)6 Telephone: g LI Photo I.D. required/Copy of Photo I.D. attached: YES O S aff I al J-1/M-1-unrestricted license J-2/.M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family y Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other Square Footage: under 10,000 sq. ft. 0,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/,Vents ' Air Balancing Provide detailed description of work to be done: `• I`NSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes❑ No ❑ If you have checked)LU, indicate the type of coverage by checking the appropriate box below: A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws, d that my signature on this permit application waives this requirement. Check One Only Ownert____—Agent ❑ Signature o is Agent By checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: BY aster -— Title ❑Master-Restricted Cityrrown ❑Journeyperson Sig re of Licensee Permit# Q 8 ❑Journeyperson-Restricted cerise Number: C� Fee$ ❑ Check at www.mass.gov/dpl Email: Inspector Signature of Permit Approval - Town of Barnstable Building Department Services • sasxsrws�,a, • KAM Brian Florence,CBO %31. Building Commissioner . 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder I �i'►�-� �1 �S7—V'a A NJ ,as Owner of the subject n l � l property hereby authorize to act on my behalf; in all matters relative 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 SAins are performed and accepted. S' Owner Signature of Applicant Print Name Print Name Date Q:FOR AS:OWNERPERMISSIONPOOM Rev:08/16/17 Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 RAIEUMSMABM MAM www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street. viillage "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityAown 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'ho er"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and re a -and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: 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 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 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 forms\MMRESS.doc 08/16/17 Client#:21832 2AIRRI ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE108/2D/Y 12�812017 7 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 policy(les)must be endorsed.if SUBROGATION IS WANED,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 endorsement(s). PRODUCER A T NA E: Dowling&O'Neil Insurance Agy PHONE Ext:508 775-1620 FAX, No:5087781218 9731yannough Road EMAIL ADDRESS: P.O.BOX 1990 Hyannis, OZ6O1 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:NGM Ins-company 14788 INSURED INSURER 8: Air Rite HVAC Inc. INSURER c: 133 Old Town Road Hyannis,MA 02601 INSURER D: • 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 CONTRACTOR 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. LTTRR TYPE OF INSURANCE AD R y n POLICY NUMBER MMND/YYYYY FF PM/DDD/YYYP LIMITS A GENERAL LIABILITY MPT8454A 4/1=017 04(13/2018 EACMHq�OECCCURRENCE $1 000000 p X COMMERCIAL GENERAL LIABILITY PREMISES Epao xu ence) $500 OOO CLAIMS-MADE �OCCUR MED EXP(Any oneperson) $1 O 000 PERSONAL 8 ADV INJURY $1 000 000 GENERAL AGGREGATE $2 000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY FECT O LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident _ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS - HIRED AUTOS AUTOS PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WCT8454A 4/1=017 04/1=018 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $5OO OOO OFFICER/MEMBEREXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $560 000 Ur describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $5OO OOO DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Operations performed by the named insured subject to policy conditions and exclusions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable,.Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Department- ACCORDANCE WITH THE POLICY PROVISIONS. 20.0 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S203181/M203180 LS1 t iJ GOMMONWEALTHOM ►SSHUSETF ISSUES THE:POLLOVNING LICENSE AS A` '. N cc MASTER UNRESTRICTED a FABiO�G ZOCANTE � st 330'LLIOTt GENTS tVILiM MA' 0263Z 38frI a i .a v K v T O1281201� a � i The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizat on/Individual): \ �� Address: City/State/Zip: CC 2U� 1�= Phone#: S©8 —_2D CD '-7l6 lc�, 2 Are.youan employer?Check the appropriate box: Type of project(required): 1.❑ 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. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' [No workers'comp.insurance cow mance 9. ❑Building addition ura required.] 5. (fa—e are a corporation and its 10.❑Electrical repairs or additions 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 V 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. (Contractors 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. 1 am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy andjob site information. j� i n Insurance Company Name: �-�U . .,c�s �\ NJ c \( Policy#or Self-ins.Lic. g Expiration Date:O'-(/ 1 3/201 �j Job Site Address: 50 e-0 City/State/Zip: 02,6O I Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). 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 cpverage verification. I do hereby certify under the pains a perju that the information provided above is true and correct. Signature: Date: 2 \Z l Phone#: C—" 6 ^ 3 6-,D r--76 G 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): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152.requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person ui the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate.a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/Heense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would life to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industari.al.Accidents Office of Iavestigatims 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAM Fax#617-727-7744 Revised 4-24-07 www,mass,gov/dia Town of Barnstable Ulldln • 'fir, °x,, *' �'a a; µ, me r�: a ,.. :_, 3 r. ..s -.. �.r ,� .�� .a. x 4, ' XPo ixThts;' d ' g SR•Thatits31 tst�l.�:,tr,�rorr 'iig Street ~approved Plans Mpsi.b :Retained on ob andth�sbCaMust be Kept fa,• `Yt,;. 3y ;; 5�'./� ,�� y x,'.ui�' .�. ?/? �-' �,K f *� •�- `' ti' �w, " Pasted Unt�laFainaCfnsnectionS s Breen Made '. ,,,;; ',iCt, ...`...1 , �.':`r•5:4.� „., .r.� ,,,` � r�.'` "z Permit t 7 1Ner�e a Cert�fi�ate3of�Ocru anc :pis a sired uc din shallNatbe.Occu ied untri a Final Jns ect�on has been made j e�lilj� < lJl - p, y. ,' s. . Bkl rg a •„ s. _.... ,. ,. ,,; , . ..Fti_ ., Permit NO: 13-174292 Applicant Name: A&A BUILDING&MODELING INC. Approvals Datelssued: 06/09/2017 Current Use: - Structure permit Type: Building-Demolition Expiration Date: 12/09/2017 foundation: Location: 50 OLD COLONY ROAD, HYANNIS Map/Lot 306 117-001 Zoning District: RB Sheathing: s owner on Record: GEVORGYAN,GARIK Jq ContractorName: A&A BUILDING & Framing: 1 h Address: 271 GREAT MARSH ROAD �� MODELING INC. 2 CENTERVILLE, MA 02632 Contractor License 181642 Chimney: Description: Demo Existing House. Est Protect Cost: $25,000.00 hWY �5" Insulation:. �Permlt Fee: $ 125.00 Project Review Req: Demo Existing House. s � Fee Paid: $125.00 Final: . t�iF io s spate: 6/9/2017 Plumbing/Gas Rough Plumbing: j Final Plumbing: `Building Official M . ; Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized b this permit shall conform to the approved a lira ion�a d theme approved construction documents for which th s ermit has been ranted. Y pPP PP �, p g Final Gas: All construction,alterations and changes of use of any building and structures etures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public spect!on for the entire duration of the work until the completion of the same. Ji Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by,the Building and'Fire Officials are provided on_this permit. Minimum of Five Call Inspections Required for All Construction Work t Rough: k 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: 5.P.rior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy I Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the inspector has approved the various stages of construction. - - - "Persons contractin With unregistered contractors:do.not have access to tie guaranty'fund" (as set forth in MGL c.142A). Fire Department g Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable ; Bu • ct " �: � ,.,., . :r T.. aR `ar;ed or�i 1ob,and thisCard�llo t,be e t s' ,- rd„ o That.�t.�s Vis�ble,F m.. he.Stree ..,, rovetl�Plans M st b,�e,, ,et n N Post This s ection s Bee ade ` Poste ntil`r`inal-1 H n�M m ; `s6 � s v, .,. �.4 cca ie unt��a-Fifnal';,dn`s ection'.:ha�been ma a .. , .ill �Whe� Gertifita,a=of� -cu an:� �s Re fired=such Buldin -shall Not:be>O, pa Permit No. B-17-1293 ` - Applicant Name: A&A BUILDING& MODELING INC. Approvals Date issued: 06/09/2017 Current Use: Structure 'Permit Type: Building-New Construction-Rebuild After Expiration Date: 12/09/2017 Foundation Teardown Map/Lot: 306-117-001 Zoning District: RB Sheathing: ,Location: 50 OLD COLONY ROAD, HYANNIS Y£ ContractorName A&A BUILDING& Framing: 1 Owner on Record: GEVORGYAN GARIK MODELING INC. Address: 271 GREAT MARSH ROAD -- 1.Contrec�o� cense 181642 Chimney: CENTERVILLE, MA 02632 Est'Protect Cost: $220,000.00 Description: Rebuild. Construct 3 Bedroom,2 Bath New House Permit Fee: $ 1,247.00 Insulation: i Project Review Req: Rebuild.Construct 3 Bedroom,2 Bath New House Fee Paid $ 1,247.00. Final Ew- Dater 6/9/2017 F _ Plumbing/Gas y _ Rough Plumbing: Final Plumbing: Building Official Rough Gas: This permit shall be deemed abandoned and invalid unless the work autho permit is commenced within simonths afte suance. All work authorized by this permit shall conform to the approved appli8ift n antl h�approved construction documenks o"E'Which t s permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access treet or7,7oad and shall be maintained open fopubl!c mspeCtson for the entire duration of the work until the completion of the same. � f Electrical Service: The Certificate of Occupancy will not be issued until all applicable signaturesaby1the Building and fireOfficials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: ;' Rough: 1.Foundation or Footing T ` 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: 5-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., Final Work shall not proceed until the Inspector has approved the various stages.of construction. "Persons contractin wlthunre i,stered.contractors do not have to-the. uarant fund": as',set forth in MGL,c142A Fire Department ;. g: g g Y ) Final: Building plans are to be available o.n.site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel (A-2T��iPl F BAR14STABL � PI- . IA27) ry Health Division ?Cf.7 ''`;` -4 Pik 5 3 Date Issued 9 � Conservation Division _ Application F Planning Dept. Permit Fee �V"(S10 Date Definitive Plan Approved by Planning Board � I Historic - OKH _ Preservation/ Hyannis I Project Street Address S0 OLD Col oW y lit Village YhAlyIs Owner GARIK &CV09 G`//4A/ Address a7/ e Telephone 0�s -.-99- oil , ! os- 360- 6a1W Permit Request F 84 D c l SK E Y/5 T7,V6- 14ou5 E I Cary r' JZucr 313r0 A4-1)yy A.i,C11r NoCIfE Square feet: 1 st floor: ex�i®sting proposed I5_00 2nd floor: existing 0 proposed Total new /SVD Zoning District Flood Plain Groundwater_Overlay N4 Project Valuation Construction Type 9 � Lot Size 0"/S Grandfathered: ❑Yes dNo If yes, attach supporting documentation. Dwelling Type: Single Family U�/ Two Family ❑ Multi-Family(# units) Age of Existing Structure 63 Historic House: . ❑Yes d No On Old King's Highway: ❑Yes &No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) /15-0-0 Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: existing 3 new _"�TT Total Room Count (not including baths): existing new S First Floor Room Count s Heat Type and Fuel: U"G as ❑ Oil ❑ Electric ❑ Other Central Air: LtYes ❑ No Fireplaces: Existing New _0 Existing wood/coal stove: ❑Yes 0'No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ r Attached garage: ❑ existing ®'new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ®' Appeal # oW I s�001 Recorded C� Commercial ❑Yes U'No If yes, site plan review# Current Use Q C", S Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Q Name F,6 gudcC�& &PACdP ay i/arTelephone Number _S??e —.200 ID 3 Address / �ALQ 1"�� 111 iI �C License # t &LITiva", lM t D zt 3 :� Home Improvement Contractor# f9102 Email ReMIallIYal . poi i Worker's Compensation # Ote— o S7� a03^col r4 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S � cf� c.�. SIGNATURE DATE ®Y/ 2" �r— A t FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED • MAP/ PARCEL NO. 4 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION Bfous o as o �0 FRAME ® 13 I8 INSULATIONKriti, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of-B ar.ustable , Regulatory. Services +� Th am as F. Gei]er,Dire:ctdr Building Division + Thomas Perry, GAO,Building CanimissionEr 200 Maio Street, Hy.anni.e, A 02601 ' . .., www.town.barnstahlama..us � . Office: 508-862-L4038 ' Fax: 508-790-6230. ' -PLAN REVIEW :. Owner: Map/Parcel: 3��o �� Project Address 3b OLD COLO#SY /2D 'Bttilde : The following items :were noted on reviewing: iM� GEC LY ES CA PF' N F-D n .FP-0 ASf-nA E1'JT z ! �.S (�ri,S�-T S•U(Zy��{ 6�c1y�.K.F�-D • 1Q�> o� �`T�-�' L 0 CAI bIJ E� S=TG Ply r� Lf�ST ,�EViSED o I I�17 T 3. �I(ZV�..S S 196k,':iNG S N�-�D�D �� FJA , �S�� R.evieyed by. r Roma, Paul From: Jenkins, Elizabeth Sent: Wednesday,June 7, 2017 8:40 AM To: Roma, Paul Cc: Shea, Sally Subject: RE: 50 Old Colony Hyannis Ma Attachments: 50 old colony.pdf Hi Paul, As we're all busy, please indulge this e-mail as written documentation of my meeting with the Zoning Board of Appeals Chair on this matter. The issue of substitute house plans was reviewed by the Chair of the Zoning Board of Appeals,who provided a determination that the substitute building elevations and one-story proposal was substantially in keeping with the conditions of the variance and did not require modification at a public hearing. Attached are the revised plans submitted by Marat. No changes to the footprint of the dwelling or its location on the lot have been proposed to me or approved: Besttre.&aids, Elizabeth..,.:;. . c ra Elizabeth S.Jenkins,AICIP DIRECTOR—GROWTH MANAGEMENT DEPARTMENT 8. Town of Barnstable e 200&367 Main Street • Hyannis, MA 02601 elizabeth.jenkins@town.barnstable.ma.us 509-862-4735 Town Website• Business Barnstable • HvArts • Barnstable iForum From: Roma, Paul Sent: Tuesday, June 6, 2017 3:59 PM To: Jenkins, Elizabeth Cc:Shea; Sally Subject:RE: 50 Old Colony Hyannis Ma Hi Elizabeth, There'still seems to be confusion about the ZBA decision re 50 Old Colony and what this office needs.Condition 7 states V,part-that,,"the dwelling on lot 2 shall be substantially consistent with the attached sample elevations, untitled,dated Jarivary'22;2015." If there is to be deviation from this approved plan, we need a letter signed by the chair of the Z- BA stating specifically what changes and plans have been approved or in lieu of that, a letter from you as his spokesperson statingyspecifically what changes and plans have been approved.Secondly, we need a site plan specifying the house style and„Ibeation. Thanks, Paul. � From: Shea, Sally Sent: Tuesday, June 6, 2017 1:12 PM To: Jenkins, Elizabeth . r 1 Cc:. Roma, Paul Subject: RE: 50 Old Colony Hyannis Ma Hi,Elizabeth, I know Paul sent a letter to the applicant requesting information. I will send this to him. Thank you. Sally Shea Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. 5084.62-4031 From: Jenkins, Elizabeth Sent:'Tuesday, June 06, 2017 12:37 PM To Shea, Sally Subject: Re: 50 Old Colony Hyannis Ma Sally: This issue was reviewed by the Chair of the Zoning Board of Appeals,who provided a determination that the substitute building:elevations and one-story proposal was substantially in keeping with the conditions of the variance and did not require modification at a public hearing. Should you need any further information, please don't hesitate to contact me. Best regards, Elizabeth.. FxT Elizabeth S.Jenkins,AICP DIRECTOR—GROWTH MANAGEMENT DEPARTMENT } own of Barnstable ® 200&367 Main Street e Hyannis, MA 02601 elizabeth.jenkins@town.barnstable.ma.us 508-862-4735 Tawn'',Website • Business Barnstable• HyArts• Barnstable iForum FrorriV'spam box Sent:,Monday, June 05, 2017 10:50 AM To: Jenkins, Elizabeth Subject: FW: [QUARANTINED] Re: 50 Old Colony Hyannis Ma -- ::Original Message----- From:Marat [mailto:moreforless640Ca)yahoo.com] Sent: Wednesday, May 31, 2017 2:05 PM To:-Jenkins, Elizabeth Subject:;[QUARANTINED].Re: 50 Old Colony Hyannis Ma Hello Elizabeth, I am writing you again about 36 & 50 Old colony rd in Hyannis. I applied for a building permit Y for: Colony and the building commissioner has requested an official letter stating that it is ok to.build one story4nstead of two( same plan we had discussed before). Cam.-you please email me that letter assuming it is under your jurisdiction. Thank.you very much! Best:Regards! Marat Sent from my iPhone On Feb 16, 2017, at 3:51 PM,Jenkins, Elizabeth<Elizabeth.Jenkins@town.barnstable.ma.us> wrote: Hello Marat, so sorry for the delay in getting back to you. The Zoning Board Chair has no issue with approving the change administratively, as it the one-story home is a less intense use of the property. My only suggestion would be that the appearance of the ". .dwelling be more in keeping.with the drawings that were presented to the Zoning Board in terms of architectural details. Please don't hesitate to contact me if you have any other questions or concerns. Best, Elizabeth <!;-[if!vml]--><image002 jpg><!--[endifJ-->Elizabeth S.Jenkins,AICP INTERIM DIRECTOR—GROWTH MANAGEMENT DEPARTMENT Town of Barnstable e 200&367 Main Street $ Hyannis, MA 02601 elizabeth.jenkins@town.barnstable.ma.us 508-H2-4735 Town Website • Business Barnstable•EyArts• Barnstable iForum From: Marat [mailto:moreforless640Ca�yahoo.corn] Sent: Tuesday, February 7, 2017 3:56 PM To: Jenkins, Elizabeth ;_.:;Subject: Re: 36 Old Colony Hyannis Ma Hi Elizabeth, sorry for bothering you,just checking to see if there is any update. . ,Thank you i Marat Sent from my iPhone On Jan 30, 2017, at 1:53 PM, Jenkins, Elizabeth<Elizabeth.Jenkins@town.barnstable.ma.us> wrote: Hi Marat, The Building Commissioner asked the ZBA chair to look at this. I'll let you know as soon as I have a response. Elizabeth Sent from my Verizon,Samsung Galaxy smartphone ------ Original message -------- From: Marat<moreforless640(a@yahoo.com> Date: 1/30/17 12:05 PM (GMT-05:00) To: "Jenkins, Elizabeth" <Elizabeth.Jenkinsgtown.barnstable.ma.us> : ... Subject: 36 Old Colony Hyannis Ma r Hi Elizabeth,I dropped off the proposed building floor plan and elevations for you at 200 Main last week. Do you have any update about what we have discussed?I know you're busy,I would really appreciate any update. Thank you so much Marat 3 i Sent from my Whone J f . 4 .-- D v IL ® � E Qa z x` Npm ... . .. .... .......... .......... lw 3 { yzO e. zE I r 3: I �V a. � �it 3 D r D: ;r < y r a �. ..: ... r .. .. E t ice[ ®3a1sE0la E969. :1Wb8}�:�{®if�:�99d1a1{iZ;�7�/1N00(�i �1e®Y:�B?.�1�;�'s�i718H7 :�11§�$9f i3BY' '®iMi�3�7�;6i!?coal am, smom MOM aim am mom mom ---------------------- �I 1 •0.' �® �� t Roma, Paul To: Jenkins, Elizabeth Cc: Shea, Sally Subject: RE: 50 Old Colony Hyannis Ma t Hi Elizabeth, There still seems to be confusion about the ZBA decision re 50 Old Colony and what this office needs. Condition 7 states in part that, "the dwelling on lot 2 shall be substantially consistent with the attached sample elevations, untitled, dated January 22, 2015." If there is to be deviation from this approved plan, we need a letter signed by the chair of the Z,BA stating specifically what changes and plans have been approved or in lieu of that,a letter from you as his spokesperson stating.specifically what changes and plans have been approved. Secondly,we need a site plan specifying the house style and location. Thanks, Paul From: Shea, Sally Sent, Tuesday, June 6, 2017 1:12 PM To: Jenkins, Elizabeth qc Roma.;,Paul Subject:-RE: 50 Old Colony Hyannis Ma Hi Elizabeth, I know Paul sent a letter to the applicant requesting information. I will send this to him. Thank you. Sally..Shea F' Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. 508-862-4031 From:,Jenkins, Elizabeth Sent:Tuesday, June 06, 2017 12:37 PM To Shea, Sally Subject: Re: 50 Old Colony Hyannis Ma Sally:,.;. This issue was reviewed by the Chair of the Zoning Board of Appeals,who provided a determination that the substitute 6.p1Id:1ng'e.levations and one-story proposal was substantially in keeping with the conditions of the variance and did not equare r ibdificatfon at a public hearing. Sho!U",yoU'need any further information,please don't hesitate to contact me. Best regards, LA Elizabeth Oki' Elizabeth S.Jenkins,AICP l 2 :DIRECTOR—GROWTH MANAGEMENT DEPARTMENT Town of Barnstable®200&367 Main Street ® Hyannis, MA 02601 5 elizabeth.Jenkins@town.barnstable.ma.us .. 1 508=8'62=4735 T .wn'Website • Business Barnstable • HvArts• Barnstable iForum Profti �spam box 5ent-Mbnday, June 05, 2017 10:50 AM To:;Jenkins, Elizabeth Su4iect:.FW: [QUARANTINED] Re: 50 Old Colony Hyannis Ma { --0rig i na l-Message----- From: Marat [ma iIto:moreforless640@yahoo.com] Sent`;'Wednesday, May 31, 2017 2:05 PM To .Jenkins; Elizabeth Subject: [QUARANTINED] Re: 50 Old Colony Hyannis Ma Hello"Elizabeth, I am writing you again about 36 & 50 Old colony rd in Hyannis. I applied for a building permit for`SQ`'old Colony and the building commissioner has requested an official letter stating that it is ok to build one story'instead of two( same plan we had discussed before). Can you please email me that letter assuming it is under your jurisdiction. Thank you very much! Best Regards! Marat Sent`from my Whone On l~eb 16 2,017, at 3:51 PM, Jenkins, Elizabeth<Elizabeth.Jenkinsgtown.barnstable.ma.us>wrote: Hello Marat, I'm o sorry,for the delay in getting back to you. he Zoning Board Chair has no issue with approving the change administratively, as it the one-story -; home is a.less,intense use of the property. My only suggestion would be that the appearance of the etwelling:be more in keeping with the drawings that were presented to the Zoning Board in terms of chitectural details. Please don't hesitate to contact me if you have any other questions or concerns. hest; Elizabeth <!--[if!vml]--><image002.jpg><!--[endif]-->Elizabeth S.Jenkins,AICP INTERIM DIRECTOR—GROWTH MANAGEMENT DEPARTMENT Town of Barnstable• 200&367 Main Street Hyannis, MA 02601 elizabeth.jenkins@town.barnstable.ma.us ;., 508-862-4735 Town Website• Business Barnstable • HvArts• Barnstable iForum From: Marat [mailto:moreforless640@yahoo.com] Sent: Tuesday, February 7 2017 3:56 PM •To 'Jenkins, Elizabeth i:Subject: Re: 36 Old Colony Hyannis Ma ' H `Elizabeth, sorry for bothering you,just checking to see if there is any update. Thank you Marat Serit from myiPhone i 2 'On Jan 30; 2017, at 1:53 PM, Jenkins, Elizabeth<Elizabeth.Jenkinsktown.barnstable.ma.us> .wrote: Hi Marat, The Building Commissioner asked the ZBA chair to look at this. I'll let you know as soon as I have a response. Elizabeth Sent from my Verizon, Samsung Galaxy smartphone ------ Original message -------- From: Marat<moreforless640@yahoo.com> Date: 1/30/17 12:05 PM (GMT-05:00) ` To: "Jenkins, Elizabeth" <Elizabeth.Jenkinsktown.barnstable.ma.us> Subject: 36 Old Colony Hyannis Ma Hi Elizabeth,I dropped off the proposed building floor plan and elevations for you at 200 Main last week. Do you have any update about what we have discussed?I know you're busy,I would really appreciate any update. ' Thank you so much Marat Sent from my Whone 6 t ' 3 ' e.,k : 2 E?$7 ' {F`s 5 5 w':?r-5 4 4 8 Town of Barnstable { Zoning Board of Appeals Decision and Notice ' Variance No.2015.001 -Gevorgyon §240-1.1 Lot Area & §240-7(D) Lot Shape Factor To create two buildable.lots for sing le-fa mil residential;use t Summary: Granted with Conditions Petitioner. . Garik Gevorgyan,271'Great Marsh Road,Centerville; v1A. Property Address; 36 Old Colony Road; Hyannis Assessor's Map/Parcel:: 306/117 _ Hearing Date:: January, 141 20.15;February 1:1,201 �p Recording Information: Deed: Book 27536 Page 294` ;-r. � 14 Plan: Plan Book 539 Page 46 Background & Relief Requested In Appeal No. 2015-061, Gank Gevorgyan sought a variance.from Section 240 11(E) Bulk Regulations, the minimum lot area requirement of 43,560 square feet and Section 240-7(D);lot l shape factor requirements to completely demolish two existing,structures and reconstruct two ` single-family dwellings in;conformance with the setback requirements of the'zoning district The proposal was to divide the 32,0`10 sq.ft (.73 acres) lot into two b+ildable lots z The subject property is located at 36 Old Colony Road. Accordi g to the plans submitted; the parcel is 32,010 sq.ft (.73 acres) in area,.inclusive of upland:an There There is a vegetated . coastal bank that.runs along the rear of the property. The lot is erved by>publicwater and sewer.. It is improved with two structures: • A 3,727 gross sq.ft; one-story,restaurant building, dating to 1925,,with a rear concrete patio. The building is set back 5.4 feet from the front property line, within.the required 20 foot front Q, yard setback. ; • A 1,587 gross sq:ft, one-story, two-bedroom cottage dwelli g, dating to 195.0.'According to, the site plan provided;the cottage is partially located within the layout.of Old Colony Road.. According to the Zoning.Board.record' in 1955, the Town laid out Old,Colony.Road, a former railroad right-of-way, is.a public way and took a portion of the s�bject property. This taking t resulted in a reduced distance between the buildings and front property line and:created nonconformities to the' required front yard setback.; The Zoning Board record indicates that a restaurant operated.o the property since,at least 1940.• , ?.. At one time, the principal-building housed a restaurant and tw.o apartments. - The restaurant operated under several different names•over time, finally being Known as"Up the Creek Again The,property has been before the Zoning Board of:Appeals three times: • Special:Permit No. 1971-21 In 1971; the Board granted a Special Permit to expand a nonconforming restaurant use,in,the Residence A District: At that time;`the.building was''' being.used fora restaurant and an attached'two-bedroom apartment. The Applicant sought., and was granteda permit to convert the apartment into additional area for the restaurant. i The parcel is shown on a698 Approval Nof Required Plan recorded at the �eg�stry;(but without,signatures,for F Planning Board endorsement);it appears that prior to recording this plan,the property was transferred by a deed description Portions of die lot are"shown on,but not the subject of surrounding Land Court Plans(17595). The 199$' Plan depicts the property as two'lots. , Town ofBamstable Zoning Board of Appeals Decision and Notice—,a Vaxiance.Nm 2015-001—Gevoxgyan Variance No. 1974-37—In 1974, Board granted relief o allow fora 600 sq.ft expansion of the . restaurant within the required front_yard setback. The applicant applied for both,a special permit and variance, but it appears that the Board issued the relief,as a variance. • Special Permit No. 201 M021 —The Applicant sought to change the non=conforming use of the: property from a restaurant to a multi-family use. The construction of two three-plexes:was proposed: The Board denied the application,finding that it did not fall within a category specifically excepted:in the:ordinance for grant of a special Permit because the preexisting nonconforming use of the property for a,restaurant has bee lost on account it had not been. used for three years: f Procedural & Hearing Summary Appeal No. 2015-001 for a variance fronn Section 240-11(E) Bulk Regulations, the minimum lot area requirements.and 'Section 240-7(D). lot shape factor requirements .to divide;the parcel at 36 Old Colony Road,-Hyannis into`two, buildable lots for.single-family residential use;was fled.at the Town Clerk's Office and office of the Zoning Board of Appea�s on December 12, 2014.and the; application was amended on December�17, 2014.. A public hgaring before the Zoning Board of Appeals was duly advertised'and notice sent to all abutters in-aiccordance with MGL Chapter 4OA: The hearing was opened January 11 2015'and :continued to February 11, 2015 at which time the Board found to grant the variance subjecf`to conditions. Board Members deciding this appeal were Craig Larson; Alex Rodolakis, George Zevitas, David Hirsh'and Matt.Levesque. On January 11th, Attorney David Lawler represented the applicant before the Board. Also present' +: was Matt Eddy, Managing Partner from.Baxter Nye Engineeling. Attorney Lawler provided.a history of the lot and reviewed the lapse of the nonconforming commercial use on the property. He reviewed the previous application'before the Board.for six units on the property. He discussed the relief requested. Attorney,Lawler reviewed the negotiations with neighboring property owners and presented a copy.of proposed private covenants that wouldl guide development on the lot. He , discussed the size 'and style of the..two proposed dwellings. He discussed the use :and arrangement of structures currently the lot,and pointed. o 't the presence of wetlands. .The. Board confirmed the development would be on Town water and sewer. The Board and the applicant discussed zthe private covenants as they related to the Town's interest and ability. to, ,. enforce. The Boardand the applicant reviewed details of the;g ossaquare.footage, footprint,,and: building height. ; Public comment was requested: Attorney,Ron Jansson, representing Several abutters, spoke favor of the two dwellings with the restrictive covenants. The l30,year duration of the covenants t. was reviewed. Attorney Jansson stated the development, including the proposed lot sizes, would be in keeping with the neighborhood and not detrimental..Thel Board, the Applicant and Attorney Jansson discussed i.the financial `hardship of :removing the existing structures on the lot: and fi restoring the property to single-family residentia[use. Peter Crpssen and Jerry DiPalma spoke in x. favor of the application. The application was continued to allow for the submission of more detailed house plans and to clarify,the size.and height of the proposed dwellings. On February 1.1 th, the`hear"' was reopened and Attorney Lawler presented the proposed'house plans to the Board l He•discussed the size and height of the proposed dwelling relative o.the. zoning,regulations..�There was.no additional public comment. r i Page 2 of 5 7, i Town of 13amstablc:Zoning Board of Appeals:-Decision and Noricc . Variance No.2015-001—Gevorgyan Findings of Fact i At the hearing on February 1 V2015,the Board unanimously made the following findings of fact for Appeal.No. 2015-001,a request fora variance from Section;240-11(E) Bulk Regulations;the s minimum lot area requirements and Section=240-7(D) lot shape factor requirements to divide.the Parcel at 36 Old Colony Road, Hyannis into two, buildable lots`for single-family residential use: 1. In:A PPeal No. 2015-0011 Garik Gevorgyan.has applied for.a�ariance from the one-acre minimum lot area requirement in the Residence B Zoning District(§240-11)to.div►de one'lot into two, buildable lots for single-family residential.use. The)proposed lots would consist of , A . 13,943 square feet and is 076 square feet of upland The Applicant:also;seeks relief from. maximum lot shape factor requirements (§240-8D)for one o the proposed lots: The Applicant is seeking to demolish all existing;structures on the property and redevelop the aot with two single-family dwellings. 2. The roe is located at 3.6 Old`colon `Road,;Hyanrns, M as shown on Assessor's Map 306 > property rty y. as Parcel 117. It is zoned"Residence B. 3. There are circumstances related to shape or topography of such and or structures and especially,affecting such land or structures but not affecting generally the zoning district in: which it is located: The lot-is developed'with two existing structures, one which formerly «_ housed a nonconforming restaurant and,one cottage locate, partially within the'road layout, The lot is also:irregularlyshaped,and'impacted bywetlands ' 4.^ A literal enforcement of the provisions of the zoning ordinance would involve substantial. hardship,financial or otherwise tor the petitioner. The,restoration of the property to single- P f 'use will require the removal of the:two existing structures and associated site amily;residential work. The ability;to develop two dwelling units on the property will finance this work. A literal i- enforcement of ttie Code would only allow forgone dwelling; aking the restoration of he property to single-family use financially prohib.itive and resulting in:a hardship to the applicant. ;, 5. Desirable relief may be granted without substantial detriment to.the public good and withoutf nullifying-or substantially derogating from the intent or purpose of.the zoning ordinance, The::. property will be divided into.two lots comparable in size to surrounding:properties and �. developed with single-family dwellings similar.in character toI nearby homes. The proposal „ ;eliminates a commercial sfructure and a nonconforming structure and,will result in two dwellings which are harmonious with the neighborhood. r; The vote to accept the findings was:, AYE: Craig G.,Larson,-Alex.M. Rodolakis,>George Zevitas, Dav d A `Hirsch, Matthew Levesque ; NAY: None Decision i Based on the findings of fact; a motion was duly`madeand seeoinded to grant Appeal No. 2015 001, a variance from Section:240-11(E) Bulk Regulations, the miinimum lot area requirements and. Section 240-7(D) lot shape factor-requirements;-;subject to the f l llowing conditions: 1: Relief from he one minimum lot area'requirement of the RB District and the lot shape ;.factor requirements"of Section`240-7(D)is granted to allowltheproperty at 36 Old. Colony '934 sq.ft and 18;076 sq.ft of:upland area, Road, Hyannis to:be divided into two iots.with 13; - respectively.. Lot.1 shallhave.a lot shape factor of•,24, " 2. The`lots shall be configured as shown bri draft plan entitled °Layout Plan=36 Old Colony Road" dated (last.revised)January 22, 2015,.drawn and stamped by Baxter Nye Engineering" i and Surveying':. Page 3 of:5. Town of Barnstable Zoning Board of Appeals.,-Decision and Notice Variance No. 2015-001-Gevorgyan 3. An Approval Not Required plan shall be prepared based upon the plan referen11 ced in', Condition No. 2 and in accordance withf Chapter. 801-Subd1 ision Regulations,:Article IV Approval Not Required Plans. The plan:shall incorporate areference to this variance and` notation that the lots-are:Subject to compliance with.all Conditions of the.variance. .4. The ANR plan shall be submitted`to the Planning Board for endorsement and thereafter recorded at the Registry of Deeds along with the recording of this variance. Copies of the: recorded ANR:plan.and.this decision shall be`submitted to the Zoning Board of Appeals file:. for this variance to be in effect: 5. Lots 1 and 2 shall be for single-family residential use in acclordance with zoning ; 6. The dwelling on Lot 1 shall-be a one story,.three bedroom.tome with a maximum height of 26: o no more than feet to the ridge,;a footprint.-of.no more than 2;200 sq.ft anj a living area f 2,200 sq,ft. The"dwelling on lot I shall be substantially consistent with the attached sample elevations entitled'Hunter Elevations" dated.January 22,20.15.; 7. The dwelling on Lot 2 shall be a two story, up to a four bedroom home, with a maximum . height of:22.5 feet to the plate.and 35.5 feet to the ridge, a footprint .of.no more than 1,900 . sq.ft and a livingarea of no more-than 2,500 sq.ft. .The dwelling on Lot 2 shall be substantially consistent with the attached'sample elevations; untitled.,dated January'22, 2015 .. 8., The dwellings shall be connected to sanitary sewer: 9. The 5 foot sidewalk and,granite,curbing'.along Old Colony Roadshall be installed,and/or repaired along the: ength of the frontage and constructed t6 match existing conditions: Two, 24' curb cuts shall be permitted.as shown on.the plan referenced in Condition No. 2 : ' 10. Areas outside=of<the footprint of the dwelling,and driveways)shall,be restored to a traditional. residential lawn or landscape areas as required by the Conservation Commm4on..`. 11.,, Dwellings.shall conform to setback requirements'of the RB District: i{- 12. 'There.shall be no furtherdivision or reconfiguration.of the Tots without.approvalfrom,this r Board. 13. If the variance.aid Approval'Not`Required (ANR) plan have not been recorded at the Barnstable`County,Registry of Deeds within one year from>the date of issue-of this variance, this variance shall expire, unless extended by the Board. Recording the ANR,;plan shall: constitute exercise of this:variance. The vote was: F" AYE: Craig G. Larson;Alex M��Rodolakis, George Zevitas, Da'd A. Hirsch,Matthew Levesque g. f NAY: None Ordered Appeal No.201;5-001,;a variance from Section 240-11(E) Bulk Regulations jJhe minimum lot:area requirements and Section 240-7(D) lot shape factor requirements to divide'the parcel at.36:Old` F Colony Road, Hyannis`into.two, buildable lots for single.-family residential use-havbeen:granted. ' This,,decision must be recorded at the Barnstable,Registry of Deeds for it to be in effect and notice; of that recording submitted to the Zoning Board of,Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any,shall be made pursuant toy MGL Chapter 40A, Section 17, within twee days after the date of the filing s of this dec sion,.a��Cr wk>♦s a filed in the office.of the Barnstable Town:.Clerk . ' ig , . Larson, Chair DateSigned i Page 4 of 5' ' j *Town of Barnstable.Zonin&Board of Appeals Decision and Notice .A Variance.No.2015-001.—Gevorgyan i I, Ann Quirk, 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 office of the Town Clerk. Signed and sealed this day of �� 20 1 under the pains and penalties of perjury. Ann Quirk Town. lerk: ` - GAQ � •.tee. > ,• � bQ = i i S f F X. .. Pages of 5 i _ r "ASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS 00*000166T$ :su03 Os•1£S$ :893 'Date: 07-12-2013 a1 12:29c1 £SL0.4 :;Doa 90 :4117 Mar: 676 Doc': 40753 wd6Z:zT a 21oz.-ZT--to :dIv0 Fee: $680.58, Cons: $19MOO.00 50330 3O ASIS193S AINM 319VISHIVI XHl 3SIOX3 Amnon 318H_lsmvo QUITCLAIM DEED Financecore LLC, a Massachusetts limited liability company with a business address of 41 West Street, Suite 8;Boston, MA 02111 For consideration paid of One Hundred Ninety-Nine Thousand Dollars($199,000.00), U c� Grant to Garik Gevorgyan;individually of 271 Great Marsh Road, Centerville,MA 02632. with QUITCLAIM COVENANTS o The land together with the buildings and other improvements located hereto situated on the O Easterly side of Old.Colony Road in Barnstable(Hyannis), Barnstable County, o v Massachusetts bounded and described as follows: �rs . O M 6i NORTHEASTERLY& r EASTERLY by Lot 60 on Land Court Plan 17595-0 andl Lot:37 on Land. qCourt Plan No. 17595-M,as shown on plan hereinafter • mentioned,about 335.45 feet; W 0 SOUTHERLY by land now or formerly of Eunice H. Ireland,on two courses ¢` as shown on said plan one with a bearing of N 80 deg 38'. 10" W,39.66 feet and the second with a bearing of S 76 deg03' 35"W, 59.34 feet; Bk 27536 Pg 295 #40753 , i EASTERLY by land now or formerly of Willard D. Winter,as shown on said plan,'on one course with a bearing of S 14 deg 34' 5611 , 45.53 feet; SOUTHERLY by land now or formerly of Barbard McFarland;as shown on said Plan, on one course with a bearing of S 76 deg 03' 35"W, 85.54 feet; WESTERLY by land now or formerly of the Town of Barnstable,as shown on said plan on one course with a bearing of N 11 deg 22' 40" W 46.35 feet;and NORTHWESTERLY by Old Colony Road,as shown on said plan on two courses, one along to the right with a radius of 2840.181,23.0.96 feet and the second with a bearing of N 22 deg 22' 22":E,7:7.59. The above described premises are shown as containing 33,421 square feet of land,more or less,on a plan entitled"Plan of Land in(Hyannis),Barnstable,Mass.prepared for John Mincieli,et ux, Scale V'=30' January 23, 1987 revised:February 3, 19981.'which said,plan is recorded in Book 539,Page 46. Subject to and with the benefit of all rights,reservations,easements and restrictions°of record insofar as the same are in force and'applicable. _ The Grantor certifies that it-has not elected to be treated as a corporation for federal`tax purposes for the.current taxable year. " Meaning and intending to convey the premises conveyed to Grantor deed dated°December 23, 2011 and recorded with Barnstable County Registry of Deeds in Book 25987,?age 315. Bk 27536 Pg 296 #40753 Executed as a sealed instrument this ,day of July,2013. Financecore LLC By: Name: David J.Pogorelc Title: Manager COMMONWEALTH OF MASSACHUSETTS Suffolk County: On this day of July,2013,before me,the undersigned notary public,personally appeared David J.Pogorelc,Manager of Financecore LLC,proved to me through satisfactory evidence of identification,which was �� - to be the person. whose name is signed on the precedi g or attached Focument,and acknowledged to me that he signed it voluntarily for its stated purpose 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 on behalf of Financecore LLC: Notary Public My Commission Expires: MICHELLE ZANI Notary Public Commonwealth of Massachusetts ` My Commission Expires March 30,2018- it BARNSTABLE COUNTY. REGISTRY OF DEEDS c i 1w ATRRUUE COPY,ATTEST S JOHN F.MEADE,REGISTER ✓�'.,r`��M�j.��f' SARNSTASLE REGISTRY OF DEEDS r q� IDENNE"TT ENVIRONMENTAL ASSOCIATES,TIES, INC. LICENSED SITE PROFESSIONALS,ENVIRONMENTAL SCIENTISTS,GEOLOQ'ISTS;,ENGINEERS 1573 Main Street,P.O.Box 1743 � =' (508)896-1706 Brewster,MA 02631 � fax(508)896-5109 � a LETTER OF TRANSMITTAL, TI TO: DATE: JOB NUMBER: Mr.Bob Murphy,Case Officer 10/2/17 [BEA17-11040 MA DEP, Southeast Regional Office(SERO) Bureau of Waste Site Cleanup(BWSC) 20 Riverside Drive REGARDING: Lakeville,MA 02347 IMMEDIATE RESPONSE ACTION COMPLETION REPORT w/PERMANENT SOLUTION STATEMENT SHIPPING METHOD: RUN4-26794] Residential Property Regular Mail ❑ Pick Up ❑ 50 Old Colony Road,Hyannis,MA 02601% Priority Mail El Hand Deliver ❑ [Assessor's Map/Parcel ID:306-117-001] Express Mail ❑ Other Upload FRI Certified Mail ❑ Green Card/RR ❑ COPIES DATE DESCRIPTION 1 9/22/17 IRAC-PSS Report with Supporting Documentation(Appendices A-G) For review and comment: ❑ For approval: ❑ As requested: ❑ For your use: ❑ REMARKS: CC:Edgar Gevorgyan,POA for Garik Gevorgyan-PRP(full report via CD) CC,via*Abbreviated Copies:Donna Miorandi,RS Health Inspector—Town of Barnstable Public Health Division Mark Ells—Barnstable Town Manag6r Captain William Rex—Hyannis Fire Department. *As part of Public Notice requirements,the report Title Page,Narrative,Index,Transmittal forms and Site Plan are included,pursuant to paperwork reduction policy. The full report is available as public record on the MA DEP website database at http://public.dep.state.ma.us/SearchableSites/Search.asp or, upon written request to BEA,full copy(electronic or paper)will be provided. FROM: David C.Bennett,LSP/John D. Tadema-Wielandt,ES, Senior Project Manager/Lezli Rowell,Administrative Assistant If enclosures are not as noted,kindly notify us at once IMMEDIATE RESPONSE ACTION COMPLETION REPORT WITH PERMANENT SOLUTION STATEMENT SUPPORTING DOCUMENTATION ILIA DEP RTN 4-26794 Residential Property 50 Old Colony Road Hyannis,MA [Assessor's Map/Parcel ID: 306-117-001] BEA17-11040 SEPTEMBER 22,2017 1. 4� �r . #ASSWAMEW -RE�a REMEDIATM S"CEMANAGHAMT a• N f ioENNETT ENVIRONMENTAL AsSOCIAT7ES INC. LICENSED SITE PROFESSIONALS t€, ENVIRONMENTAL SCIENTISTS & GEOLOGISTS 6 ENGINEERS 1573 Main Street-P.O. Box 1743, Brewster, MA 02631 & 508-896-1706 0 Fax 508-896-5109 www.bennett-ea.com BEA17-11040 September 22, 2017 Mr. Bob Murphy, Case Officer MA DEPARTMENT OF ENVIRONMENTAL PROTECTION(MA DEP) Southeast Regional Office (SERO) Bureau of Waste Site Cleanup (BWSC) 20 Riverside Drive Lakeville, MA 02347 RE: IMMEDIATE RESPONSE ACTION COMPLETION REPORT WITH PERMANENT SOLUTION STATEMENT [RTN4-26794] Residential Property 50 Old Colony Road, Hyannis, MA 02601 [Assessor's Map/Parcel ID: 306-117-001] Dear Mr. Murphy, BENNETT ENVIRONMENTAL ASSOCIATES,INC. (BEA)has prepared the following written Immediate Response Action Completion and Permanent Solution Statement report(IRAC- PSS), with Supporting Documentation, as a summary of environmental assessment activities, remedial response actions and risk characterization performed following Notification by the Hyannis Fire Department on July 31,2017 of a release of home heating oil at the subject property. Based on conditions observed by the Hyannis Fire Department and MA Department of Environmental Protection(MA DEP), a 2-Hour Condition for actual or threat of sudden release of more than 10 gallons was determined, driving the need for an Immediate Response Action. Following engagement, BEA provided professional services, inclusive of Licensed Site Professional(LSP) oversight,to evaluate the presence of any Imminent Hazards and any potential significant exposure risks to identified human and environmental receptors. This information was used to develop and implement a remedial strategy for the expedited removal of impacted soils from two areas, wherein end-point soil and groundwater sampling qualify a finding of No Significant Risk, to support Immediate Response Action Completion and Permanent Solution Statements without conditions for project closure, in accordance with the provisions of 310 CMR 40.0410 and 40.1040, the MA Contingency Plan(MCP). The information contained herein serves as the technical rationale and justification for the environmental assessment, risk characterization and response actions conducted. This work has been performed under direct LSP supervision in a manner consistent with the MCP Response Action Performance Standards (RAPS)pursuant to 310 CMR 40.0191 and the QA/QC policies of BENNETT ENVIRONMENTAL ASSOCIATES, INC [Refer to Appendix E]. The facts and statements herein are, to the best of our knowledge, a true and accurate representation of the Site activities,remedial response actions and environmental conditions associated with the project and I EMERGENCY SPILL RESPONSE & WASTE SITE CLEANUP 0 SITE ASSESSMENT & PERMITTING 6 SEPTIC DESIGN&INSPECTION WATER SUPPLY DEVELOPMENT,OPERATION&MAINTENANCE 6 WASTEWATER TREATMENT,OPERATION&MAINTENANCE r SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MA/BEA17-11040 PAGE 2 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 LSP Opinions acknowledged by the certification on the attached BWSC-104 and BWSC-105 forms as based on the current governing regulations and LSP standard of professional practice at the time of this reporting. ENVIRONMENTAL CONDITIONS [Refer to Appendix A] Subject Property The subject property at 50 Old Colony Road in Hyannis, MA is located along the eastern side of Old Colony Road, approximately 450 feet northeast of the intersection of Old Colony Road and Gosnold Street. The property contains 0.45 acres of land area and is currently being re- developed. The property was previously occupied by a four-room cottage constructed in 1950. The cottage was recently demolished, in order to construct a new residential dwelling. The surrounding area is moderately developed, with similar seasonal and year-round residential dwellings. Access to the subject property is unrestricted, with high frequency/low intensity of use, with children potentially present. The area of release, within and adjacent to the northeast portion of the former cellar hole, is similarly unrestricted, with high frequency/low intensity of use, with children potentially present [Refer to Figure 1]. As such, the owners and visitors to the property, and immediate abutters, are identified as the primary potential human receptors. Hydrologic references indicate groundwater exists at approximately 1-2' NGVD (+/-) as projected within 10' of ground surface. Regional groundwater contours indicate a generally southeasterly flow direction towards Hyannis Harbor, located approximately 1,750 feet south of the Site. Based on the proximity of the site to Hyannis Harbor and Lewis Bay, groundwater is likely tidally influenced. Wetlands and a small, pond, named Snows Creek, are located immediately west of the site and may influence groundwater flow in that direction.As such, Snows Creek, Hyannis Harbor and Lewis Bay are the primary potential environmental receptors [Refer to Figure 2]. According to the MA DEP BWSC GIS mapping program, the subject property is not located within the Zone 11 Protective Radius of a Public Water Supply(PWS)well,nor is it located within the Zone A Protective Radius of any surface water reservoir. The Site and surrounding area are shown within a Medium-Yield Potentially-productive aquifer and within an EPA-designated sole source aquifer, as is all land area east of the Cape Cod Canal. As such the subject property is located within a Potential Drinking Water Source Area (PDWSA). A Medium-Yield Non- Potential Drinking Water Source Area (NPDWSA) is shown approximately 250 feet west of the site. A freshwater wetland and the FEMA 100-year flood zone is shown immediately east of the site. Freshwater and saltwater wetlands are shown approximately 750 and 1,000 feet southeast, respectively. A certified vernal pool is shown approximately 1,000 feet northwest of the site. Hyannis Harbor and Lewis Bay located to the south and east of the site, respectively, are shown as NHESP Estimated Habitat of Rare Wildlife in Wetland Areas [Refer to Figure 3]. I SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MA/BEA17-11040 PAGE 3 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 Based on this mapping and residential use, the RCS-1 and RCGW-1 Reportable Concentrations are applicable to soil and groundwater conditions,per the provisions of 310 CMR 40.0361 and 40.0362,respectively.Based on the Potential Drinking Water Source Area(PDWSA) designation and proximity to groundwater, the GW-1, GW-2 and GW-3, Method 1 - Risk Characterization standards are applicable, in accordance with 310 CMR 40.0974. Based on Site conditions relative to frequency/intensity of use and accessibility of soils, the S-1, S-2 and S-3. (GW-1, GW-2 and GW-3), Method 1 — Risk Characterization standards are applicable, per 310 CMR 40.0975. The strictest applicable S-1 (GW-1/GW-2/GW-3)Method 1 Risk Characterization standards are also considered in review of foreseeable future activities and uses of the subject property. These standards were developed in consideration of potential ingestion, particulate inhalation and dermal contact exposures to humans, environmental impacts to environmental receptors, and in review of potential leaching of contaminants to groundwater. Defined Site The defined Site, as that portion of the subject property where the fuel oil release has occurred, migrated or otherwise come to be located, is a portion of the subject property located within an approximately 25' x 20' area in the central portion of the subject property, roughly centered on the northeast corner of the former dwelling. BACKGROUND/INITIAL RESPONSE [Refer to Appendix B) On July 31,2017,the small cottage at the subject property was being demolished with an excavator. Subsequent to the demolition of the building, the machine operator, as subcontractor to owner/developer,was using an excavator to remove debris from the cellar hole when he picked up a 275-gallon aboveground storage tank(AST)in the northeast portion of the former foundation. When the tank was picked up with the machine, the tank began leaking fuel into the cellar hole onto the earthen basement floor. The operator observed the fuel leaking from the tank and placed the tank on the adjacent ground to minimize further leakage. Mr. Gevorgyan, as the owner's representative (son, with Power of Attorney) was advised of the situation and contacted Tank Removal Services LLC., to pump the remaining oil from the tank and transport the tank off-site. New Colony Oil responded to the site with a tanker truck and pumped 151 gallons of fuel oil from the tank. The oil was taken back to New Colony Oil's shop in Hyannis, and later transported to Tradebe Treatment & Recycling of Stoughton, by Boston Green Fuel Company, Inc., under a Uniform Hazardous Waste Manifest (included for reference in Appendix Q. On August 1, 2017, Tank Removal Services contacted the Hyannis Fire Department to apply for a permit to remove the tank from the property. Hyannis Fire Department personnel (Captain William Rex)decided to inspect the site regarding the damaged tank and found the release of fuel oil to soil. Capt. Rex subsequently notified the Town of Barnstable Health Inspector (Donna Miorandi) and MA DEP personnel (Bob Murphy, Case Officer). SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MA/BEA17-11040 PAGE 4 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 During the MA DEP inspection of the scene and determination of a 2-Hour Condition for which an Immediate Response Action was required,Mr. Gevorgyan was advised to engage an LSP to oversee such work. Mr Gevorgyan contacted BEA for professional environmental consulting and LSP services. BEA personnel subsequently responded to the site to investigate the release. Upon arrival at the site, BEA personnel met Mr. Gevorgyan and reviewed the circumstances of the release. Mr. Gevorgyan indicated that since the cottage was serviced by natural gas, the operator was unaware that there was fuel in the basement AST. During the release investigation,the tank was found to be heavily dented from being picked up by the excavator. Upon closer inspection, multiple holes were observed in the bottom of the tank. An area of soil staining was observed east of the cellar hole of the former cottage. Soil samples were then collected with a 3-inch stainless-steel bucket auger and were screened in the field with a photoionization detector (PID). Results of the PID screening reported concentrations of organic vapors between 700 ppmv and 18.8 ppmv,decreasing with depth. Based on these results and the approximate area of staining, it appeared that an approximate 8' x 10' area of impact to 3' deep required removal. ' 7 Photo 1:Multiple holes observed in bottom of AST. During the assessment activities, Town of Barnstable personnel (Donna Miorandi,Health Inspector)and MA DEP personnel (Bob Murphy, Case Officer), arrived at the site. Ms.Miorandi and Mr. Murphy were briefed on soil sampling and field sampling activities, as they viewed the site and documented the circumstances of the release. Mr. Murphy issued Mr. Gevorgyan a field Notice of Responsibility (NOR) for the release, issuing release tracking number (RTN) 4-26794 and authorized the removal of up to 10 cubic yards of petroleum contaminated soil. During MA DEP personnel's inspection, Mr. Murphy made it clear that the area in the cellar hole, where the tank was originally located, also needed to be investigated. I SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MA/BEA17-11040 PAGE 5 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 The machine-operator arrived a shortly thereafter. Plastic sheeting was placed on the bare ground, in preparation to stockpile impacted soils. A small amount of soil previously stockpiled near the release area was transferred to the plastic sheeting,prior to excavating additional material. The operator was then instructed to remove the visually impacted soils to a depth of approximately T below grade. Soil samples were then collected from the representative sidewall and bottom-of- hole areas for field screening. PID readings from the discrete sidewall (SW) and bottom-of-hole (BOH) samples reported concentrations of organic vapors ranging from 3.5 ppmv in the northern sidewall sample (SW-N: 0-2) to >100 ppmv in the western sidewall sample (SW-W:0-2'). The operator was then instructed to advance the impacted sidewalls and the depth of the excavation to T below grade. Soil samples were re-collected from the sidewall and bottom of hole areas for field screening. PID readings reported concentrations of organic vapors ranging from 2.3 ppmv in the eastern sidewall sample (SW-E xl: 0-2/3')to 77 ppmv in the southern sidewall sample (SW-S: 0- 2/3'). A Dexsil PetroFlag test was performed on the eastern sidewall sample,with a result of 135 ppm total petroleum hydrocarbons (TPH), indicating that significant impact had been removed. The operator was then instructed to clear rubble from the former basement for inspection of the former AST location. The operator then dug a test pit where the AST was formerly located. A small area of petroleum staining(6" +/-)was observed in the sand. A soil sample was collected from the area of staining and screened in the field with a PID. The PID reported 264 ppm on the PID. As such,this location would need to be further investigated;however, due to time constraints the location was unable to be investigated on this day. uF AM- fi`��` '�'Ryrf2�� =4�-x •G_4E .` ���� $Ff` �"k���rY� Tye �•'s. sY I'(. �'x•.« y ? N`'} .#,�°'�. 4�ev1 i. +,�T `3'� trtiP ifiPlMy g �'*�giC.. Wit'.e.S-Y✓4"�c. � .1 "F •tE�4 k ..i.✓Y<R ..�. P ..5.^.�.rviu•�� -�'S Photo 2:Area of excavation(Zone A)to right and area of staining to left,view facing north. SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MA/BEA17-11040 PAGE 6 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 The end-point soil samples from the area of excavation (Zone A) were placed in the appropriate laboratory containers for analytical testing for EPH/PAHs and VPH/BTEX. In addition,a sample from hand boring HB-1 was submitted for EPH/PAHs and VPH/BTEX analysis for disposal characterization. Final dimensions of the Zone A excavation were approximately 10' x 15' to 2-3'below grade. Based on the anticipated volume of soil generated being more than 10 yards,the MA DEP was contacted and verbal authorization was extended for the excavation of up to 25 yards of impacted soils. Laboratory analytical results for the end-point soil samples collected from the extent of contaminated soil removal were reported on August 11, 2017. The results reported all concentrations fractional EPH/VPH and target PAH/BTEX analytes and VPH/BTEX, for all sidewall and bottom of hole samples, as below the applicable S-1/GW-1 Method 1 Risk Characterization Standards. These analytical results for the endpoint conditions of Zone A are summarized in Table 1 [Refer to Appendix D]. Table 1:Soil Sample Results Compared to Method 1 S-1/GW-1 Criteria-Zone A v .. . 50 Old Colony Road,Hyannis,MA RTN 4-26794� ZONE A CLIENT SAMPLE ID _ HB-1.0,2'BGS _SW-N:0-Z'BGS BOH-N@2'BGS SW-S:0-3'BGS SW-WX1:0-3'BGS SW-EX1:0-3'BGS BOH-S@3' SAMPLING DATE 01-AUG-17 9l-AUG-17 O1-AUG-17 01-AUG-17 03-AUG-17 01-AUG-17 03-AUG-17 LAB SAMPLE ID S.1/GW-1 Units L1726964-01 L1726964-02 L1726964-03 L1726964-04 L1726964-05 L1726964-06 L1726964-07 Volaule!Petroleum Hydrocarbons Benzene 2 mg/kg NO(<11) ND(<0.112) NO(<0.128) NO(<0.117) NO(<0118) NO(<0.101) ND(<0.134) CS-C8 Aliphatics mg/kg NO(<274) NO(<2.8) ND(<3.2] NO(<2.93) NO(<2.95) NO(<2.52) ND(<3.36) C5-C8 Aliphatics,Adjusted 100 mg/kg ND(<274)� ND(<2.8) NO(<3.2) NO(<2.93) ND(<2.95) NO(<2.52) NO(<3.36) C9-C10Aromatics 100 mg/kg 1080 NO(<2.8) NO(<3.2) No(<2.93) NO(<2:95) ND(<2.52) ND(<3.36) . .. ... C9-C12 Aliphatics m.g/kg 2280 NO(<2.8) ND(<3.2) 5.83 .4.05._..,., .,, ND(<2.52)„ NO(<3.36) C9-C12 Aliphatics,Adjusted 1000 mg%kg 1150 ND(<2.8) NO(<3.2) 5.83 4.05 NO(<2.52) ND(<3.36) Ethylbenzene 40 mg/kg ND(<11) NO(<0.112) NO(<0.128) NO(<0.117) NO(<0.118) NO(<0.101) ND(<0.134) Methyl tert butyl ether 01 mg/kg _ND'(<5 49)'_ NO(<D.056) NO(<0.064) NO(<0.059) ND(<0.059) ND(<0.05) ND(<0.067) Naphthalene 4 mg/kg 103 NO(<0.224) NO(<0.256) NO(<0.235) NO(<0.236) NO(<0.202) NO(<0.269) o-Xylene 400 mg/kg 17.4 ,NO(<0..112) NO(<0.128) NO(<0.117) NO(<0.118) NO(<0.101) ND(<0.134) p/m-Xylene 40D mg/kg 41 ND(<0 11.2 ND(<O.128) NO(<D;117) ND(<0.118) 0.101 ND(<0.134) . Toluene 30 mg/kg NO(<11) NO(<0.112) NO(<0.128) ND(<0.117) ND(<0.118) 0.101 ND(<0.134) Extraeta6le Petzuleum Hydrocarbons -' ..... . ... . ... . .. ... .... 2-Methylnaphthalene 0.7 mg/kg NO(<0.328) NO(<0.337) NO(<0.341) NO(<0.343) ND(<0.333) ND(<0_357) Acenaphthene 4 mg/kg ND(<17.4) NO(<0.328) NO(<0.337) NO(<0.341) NO(<0.343) NO(<0.333) ND(<D357) Acenaphthylene 1 m_ g/kg _NO(<17.4) NO(<0.328) NO(<0.337) NO(<0.341) NO(<0.343) NO(<0.333) ND(<0.357) Anthracene 1000 mg/kg NO(<17.4) - NO(<0.328) ND(<0.337) NO(<0.341) ND(<0.343) NO(<0.333) _ NO(<0.357) Benzo(a)anthracene 7_ _ mg/kg ND(<17.4) _ NO(<0.328) NO(<0.337) NO(<0.341) NO(<0.343) NO(<0333) NO(<0.357) 8enzo(a)pyrene 2 mg/kg NO(<17.4) NO(<0.328) NO(<0.337) NO(<0.341) ND(<0.343) NO(<0.333) NO(<0.357) . Benzo(b)fluoranthene 7 mg/kg _ND(<17.4) NO(<0.328) NO(<0337) ND(<0.341) NO(<0.343). NO(<0.333) NO(<0.357) Benzo(ghi)perylene 1000 mg/kg ND(<17.4) NO(<0.328) NO(<0.337) NO(<0.341) NO(<0.343) NO(<0.333) NO(<0.357) Benzo(k)fluoranthene 70 mg/kg ND(<17.4) ND(<0.328) ND(<0.337) NO(<0,341) ND(<0..343) NO(<0.333) NO(<0.357) Cll-C22Aromatics _ mg/kg 3360 10.4 33.1 21.3 ND(<6.87) 10.7 _ 8.51 Cli-C22Aromatics,Adjusted_ 1000 mg/kg 3230 10.4 33.1 21.3 NO(<6.87) 10.7 8.51 C39-06Aliphatics 3000 mg/kg 3026 12.4 53.1 17.7 8.75 NO(<6.67) NO(<7.14) C9-C18 Allphatics 1000 mg/kg 9530 NO(<6.57) NO(<6.74) 23 11.7 ND(<6.67) 7.4 C_hrysene 70 mg/kg ND(<17.4) ND(<0.328) ND(<0.337) ND(<0.341) NO(<0.343) NO(<0.333) ND(<0.357) ( ) _ .g/kg ND<17.4 ,. ND <0.328 ND <0.337 NO <0.341 NO <0.343 ND <0.333 ND <0.357 Dibenzo a,h anthracene 0.7 m Fluoranthene ,SOOD mg/kg NO(<17.4) NO(<0.328) NO(<0.337) NO(<0.341) NO( 0.33) NO(<0.333) NO(<0.357) luorene 1000 mg/kg ND(<17.4) ND(<0.328) ND(<0 337) ND(<0.341) ND(.<0.3.43) ND(<0.333.) ND(<0.357) Indeno(1,2,3-cd)Pyrene 7 mg/kg ND(<17.4)_ NO(<0.328) NO(<0.337) NO(<0.341) NO(<0.343) NO(<0.333) NO(<0.357) Naphthalene 4 mg/kg 35.3 NO(<0.328) NO(<0.337) NO(<0.341) NO(<0.343) NO(<0.333) ND(<0.357) Phenanthrene . . 10 mg/kg ND(<17_4) NO(<0.328) NO(<0.337) NO(<0341) NO(<0.343) NO(<0.333) NO(<0.357) Pyrene 1000 mg/kg I ND(<17.4) ND(<0.328) NO(<0.337) ND(<0.341) NO(<0.343) NO(<0.333) ND(<0.357) Green shading indicates concentrations of analytes reported above Method 1 S-1/GW-1 Standards. Gray shading indicates analytes with reporting limits above the S-1/GW-1 Standards. SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MA/BEA17-11040 PAGE 7 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 SUPPLEMENTAL IMMEDIATE RESPONSE ACTIONS [Refer to Appendix B] BEA personnel returned to the property on August 3,2017 to further investigate the stained soils observed within the cellar hole, as noted at the end of the previous investigation. BEA personnel used a 3-inch stainless-steel bucket auger to perform a hand boring within the area of staining. Soil samples were collected and were screened in the field with a PID. Results of the PID screening reported concentrations of organic vapors between 182 ppmv and 15.7 ppmv, decreasing with depth. Impact appeared to extend to the groundwater interface at approximately 5' below the cellar hole or approximately 10' below grade. A Dexsil PetroFlag test was used to determine a concentration of petroleum hydrocarbons in the sample collected from the groundwater interface. Result of the Dexsil test reported a result of 19 ppm. Based on these results with no significant groundwater impact apparent,Mr. Gevorgyan contacted the operator to remove additional soils from the second area of identified impact (Zone B). The operator arrived and prepared to excavate the impacted material. Plastic sheeting was placed on the ground,to stockpile impacted soils. The operator was then instructed to remove the impacted soils in a 6' x 6' area to a depth of approximately 5' below the cellar floor (approx. 10' below grade). Soil samples were then collected from the representative sidewall and bottom-of-hole areas for field screening. PID readings from the discrete sidewall (SW) and bottom-of-hole (BOI) samples reported concentrations of organic vapors ranging from Non-Detect (ND) in the eastern sidewall sample [SW-E: 0-5' (5-10' bgs)] to 25.3 ppmv in the southern sidewall sample [SW-S: 0-5' (5-10' bgs)]. The operator was then instructed to advance the southern sidewall for sample re-collection. The southern sidewall sample was re-collected and re-screened with a PID reading of 0.3 ppmv. Based on these field screening results significant soil impact had been removed. - Photo 3:Both areas of excavation Zones A and B with MW-1 set in Zone B. I SEPTENMER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MAJBEA17-11040 PAGE 8 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 The end-point soil samples from the area of excavation (Zone B) were placed in the appropriate laboratory containers for analytical testing for EPH/4 target PAHs and VPH/BTEX. A sample from the combined contaminated stockpiles was submitted for TPH analysis, to pre- characterize the material for recycling. Laboratory analytical results for the end-point soil samples collected from the extent of contaminated soil removal were reported on August 10, 2017. The results reported all concentrations fractional EPH/VPH and target 4 target PAHsBTEX analytes and VPHBTEX,for all sidewall and bottom of hole samples, as below the applicable S-1/GW-1 Method 1, Risk Characterization Standards. These analytical results for the end-point conditions of Zone B are summarized in Table 2 [Refer to Appendix D]. Table 2:Soil Sample Results Compared to Method 1 S-1/GW-1 Criteria-Zone B 50 Old Colony Road,Hyannis,MA(RTN 4-26794) ZONE B CLIENT SAMPLE ID SW-N:0-5'(5-10') SW-S:0-5'(5_10')EXT. SW-E:0-5'(5-10') SW-W:0 5'(5-10') B0H@5'(10') SAMPLING DATE 03-AUG-17 03-AUG-17 03-AUG-17 03-AUG-17 03-AUG-17 LAB SAMPLE ID 5-1 GW-1 Units L1726969-01 L1726969-02 L1726969-03 L1726969-04 L1726969-05 Volatile Petroleum Hydrocarbons Benzene 2 mg/kg ND(<0.089) ND(<0.08) ND(<0.095) ND(<0.085) ND(<0.095) CS-C8Aliphatics mg/kg N9(<2.23) ND(Q) ND(<2.37) ND(<2.14) ND(<2.38) C5-C8 Aliphatics,Adjusted 100 mg/kg ND(<2.23) ND(<2) ND(<2.37) ND(<2.14) ND(<2.38) C9-C10Aromatics 100 mg/kg ND(<2.23) ND(<2) ND(<2.37) ND(<2.14) ND(<2.38) C9-C12 Aliphatics mg/kg ND(<2.23) ND(<2) ND(<2.37) ND(<2.14) ND(<2.38) C9-C12 Aliphatics,Adjusted 1000 mg/kg ND(<2.23) ND(<2) ND(<2.37) ND(Q.14) ND(<2.38) Ethylbenzene 40 mg/kg ND(<0.089) ND(<0.08) ND(<O.095) ND(<0.085) ND(<0.095) Methyl tert butyl ether 0.1 mg/kg ND(<0.045) ND(<0.04) ND(<0.047) ND(<0.043) ND(<0.D48) Naphthalene 4 mg/kg ND(4.179) ND(<0.16) ND(<0.19) ND(<0.171) ND(<O.19) o-Xylene 400 mg/kg ND(<0:089) ND(<0.08) ND(<0.095) ND(<0.085) ND(<0.095) p/m-Xylene 400 mg/kg ND(<0.089) ND(<0:08) ND(<0.095) ND(<0.085) ND(<0.095) Toluene 30 mg/kg ND(<0.089) ND(<0.08) ND(<O.095) ND(<0.085) ND(<0.095) Extractable Petroleum Hydrocarbons =---------- ----_.....__._ _......I... .. ..........._... -.... ....... ... .... ._... ..... ....... ............ ....... .... 2-Methylnaphthalene 0.7 mg/kg ND(<0.327) ND(<0.332) ND(<0.329) ND(<0.321) ND(<033) Acenaphthene 4 mg/kg ND(<0.327) ND(<0.332) ND(<0 329) ND(<0.321) ND(<0.33) C11-C22 Aromatics mg/kg ND(<6.53) ND(<6.64) ND(<6.57) ND(<6.42) 40.6 C11-C22 Aromatics,Adjusted 1000 mg/kg ND(<6.53) ND(<6.64) ND(<6.57) ND(<6.42) 40.6 C79-C36 Aliphatics 3000 rn kg ND(<6.53) ND(<6.64) ND(<6.57) ND(<6.42) 26.8 C9 C18 Aliphatics 1000 mg/kg ND(<16.53) ND(<6.64) ND(<6.57) ND(<6.42) 30.6 Naphthalene 4 mg/kg ND(<0.327) ND(<0.332) ND(<0.329) ND(<0.321) ND(<0.33) Phenanthrene 10 mg/kg ND(<0.327) ND(<0.332) ND(<0.329) ND(<O.321) ND(<0.33) Green shading indicates concentrations of analytes reported above Method 1 S-1/GW-1 Standards. Gray shading indicates analytes with reporting limits above the S-1/GW-1 Standards. Based on the presence of petroleum impacted soils at the groundwater interface, in a PDWSA,groundwater testing was deemed appropriate and necessary,to qualify any groundwater impacts regardless of endpoint soil sampling results. Subsequent to the excavation of Zone B, BEA personnel used a hand auger to install a 2-inch, monitoring well through the bottom of the excavation in the general location of HB-4. The well(MW-1)was constructed of 2-inch,schedule 40, and#20 slot PVC screen. The well was developed and sampled, with a disposable bailer, by removing 1Ox the well volume and collecting samples upon the water reaching clarity. Groundwater samples were collected for EPH/4 target PAHs and VPHBTEX analyses. f SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD—HYANNIS,MA/BEA17-11040 PAGE 9 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,WIN 4-26794 Results of the groundwater analyses were reported on August 12, 2017. The results reported trace concentrations of Naphthalene and 2-Methylnaphthalene,well below the applicable GW-1, Method 1 Risk Characterization Standards. These analytical results are summarized in Table 3. Table 3:Groundwater Sample Results Compared to GW-1 Criteria 50 Old Colony Road,Hyannis, MA(RTN 4-26794 CLIENT SAMPLE ID MW-1 SAMPLING DATE Method 1 03-AUG-17 LAB SAMPLE ID GW-1 Units L1726947-01 Volatile Petroleum Hydrocarbons ---..... - --- ----- .... . ....... . Benzene 5 ug/1 ND(<2) C5-C8 Aliphatics ug/l ND(<50) C5-C8 Aliphatics,Adjusted 300 ug/I ND(<50) C9-C10Aromatics 200 ug/I ND(<50) C9-C12Aliphatics ug/1 ND(<50) C9-C12 Aliphatics,Adjusted 700 ug/I ND(<50) Ethylbenzene 700 ug/I ND(<2) Methyl tert butyl ether 70 ug/1 ND(<3) Naphthalene 140 ug/I ND(<4) o-Xylene 10000 ug/I ND(<2) p/m-Xylene 10000 ug/1 ND(<2) Toluene 1000 ug/l ND(<2) EPH w/MS Targets 2-Methylnaphthalene 10 ug/I 2.42 Acenaphthene 20 ug/I ND(<0.4) C11-C22 Aromatics ug/1 ND(<100)- C11-C22 Aromatics,Adjusted 200 ug/l ND(<100) C19-C36Aliphatics 14000 ug/I ND(<100) C9-C18Aliphatics 700 ug/l ND(<100) Naphthalene 140 ug/I 0.976 Phenanthrene 40 ug/1 ND(<0.4) Green shading indicates concentrations of analytes reported above Method 1 S-1/GW- 1 Standards. Gray shading indicates anal ytes with reporting limits above the S-1/GW-1 Standards. As a conservative measure, MW-1 was sampled again on August 18, 2017. This time the well was sampled by low-flow sampling methods, using a peristaltic pump. The well was purged of 3x the well volume or until the stabilization of field parameters. Samples were again collected for EPH/4 target PAHs and VPHBTEX. Results of the groundwater analyses were reported on August 25, 2017. The results reported all concentrations of EPH/4 target PAHs and VPHBTEX as ND, wherein all of the reporting limits were below the applicable GW-1, Method 1 Risk Characterization Standards. These analytical results are summarized in Table 4. SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD—HYANNIS,MA/BEA17-11040 PAGE 10 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 Table 4:Groundwater Sample Results Compared to GW-1 Criteria 50 Old Colony Road,Hyannis,MA(RTN 4-26794) CLIENT SAMPLE ID MW-1 SAMPLING DATE Method 1 18-AUG-17 LAB SAMPLE ID GW-1 Units L1726947-01 Volatile Petroleum Hydrocarbons Benzene 5 ug/I ND(<2) C5-C8Aliphatics ug/I ND(<50) CS-C8 Aliphatics,Adjusted 300 ug/I ND(<50) C9-C10Aromatics 200 ug/I ND(<50) C9-C12Aliphatics ug/I ND(<50) . . ....... .. . C9-C12 Aliphatics,Adjusted 700 ug/I ND(<50) .. .. ... .. ...I. ...... Ethylbenzene 700 ug/I ND(<2) Methyl tert butyl ether 70 ug/I ND(<3) Naphthalene 140 ug/I ND <4 o-Xylene 10000 ug/I ND(<2) p/m-Xylene 10000 ug/I ND(<2) Toluene 1000 ug/I ND(<2) EPH w/MS Targets_.._a__ 2-Methylnaphthalene 10 ug/I ND(<0.4) .... Acenaphthene 20 ug/I ND(<0.4) C11-C22 Aromatics ug/I ND(<100) C11-C22 Aromatics,Adjusted 200 ug/I ND(<100) C19-C36 Aliphatics 14000 ug/I ND(<100) _.. .. . ... .... I. ... ...... C9-C18Aliphatics 700 ug/I ND(<100) Naphthalene 140 ug/I ND(<0.4) Phenanthrene 40 ug/I ND(<0.4) Green shading indicates concentrations of analytes reported above Method 1 S-1/GW- 1 Standards. Gray shading indicates analytes with reporting limits above the S-1/GW-1 Standards. RISK CHARACTERIZATIONAMNIINENT HAZARDS [Refer to Appendix D Pp ] As presented, the S-1, S-2 and S-3 (GW-1/GW-2/GW-3) soils categories are applicable in consideration of Method 1 Risk Characterization, as consistent with the provisions of 310 CMR 40.0933. These standards were developed to evaluate potential ingestion, particulate inhalation, dermal contact and in consideration of potential leaching of contaminants to groundwater as based on accessibility, frequency and intensity of use of the soils. Soil Subsequent to contaminated soil removal, laboratory analysis reported all EPH/VPH and target analyte concentrations in all sidewall and bottom-of-hole areas as below the applicable S-1, S-2 and S-3 (GW-1/GW-3)Method 1 Risk Characterization Standards. As such,confirmatory soil sampling and laboratory analytical data under Method 1 .Risk Characterization has demonstrated a condition of No Significant Risk for ingestion, particulate inhalation and dermal contact SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MA/BEA17-11040 PAGE 11 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 exposures or potential leaching of contaminants to groundwater, in consideration of post excavation soil conditions,relative to potential human receptors and environmental receptors. Groundwater As presented,the subject property is mapped within a PDWSA with shallow groundwater as requiring consideration of potential water supply development, associated ingestion exposure risks, as well as inhalation and environmental exposure risks. Based on the GIS mapping and hydrogeologic conditions, the GW-1, GW-2 and GW-3 groundwater categories are applicable under Method 1 Risk Characterization,per the provisions of 310 CMR 40.0932. These standards were developed to evaluate potential ingestion (GW-1), inhalation (GW-2) and environmental (GW-3) exposures.. Subsequent to the removal of impacted soils, a single groundwater monitoring well was installed in the area of deepest impact in Zone B. The well was initially sampled immediately after soil excavation on August 3, 2017. Results of EPH/PAH and VPH/BTEX analyses reported all concentrations petroleum constituents below the applicable GW-1/GW-2 and GW-3 Method 1 Risk Characterization standards. As a conservative measure the well was sampled again, for EPH/PAHs and VPH/BTEX on August 18, 2017. The second round of sampling reported all concentrations of petroleum constituents as ND. As such, based on the remedial response actions completed and laboratory analysis of groundwater sampled collected from MW-1, located within the release area, a preponderance-of physical evidence has been established, to support a finding of No Significant Risk in support of a Permanent Solution Statement,without restriction to activity or use. Indoor Air Subsequent to contaminated soil removal operations, all end-point areas report discrete VPH/BTEX concentrations as ND or at low level concentrations. In all cases, the reporting limit concentration or concentration reported were significantly less than the strictest S-1 (GW-1/GW- 2/GW-3), Method 1 Risk Characterization standards and RCS-1,Reportable Concentrations. There is currently no building on the subject residential property; however, a new residential dwelling will be constructed, in a different location to the former building,wherein the living spaces will be beyond the setbacks outlined in 310 CMR 40.0942(1)(d). Based on the Non- Detect or low level residual concentrations reported in the absence of any groundwater impact, there is no threat of vapor entry into any occupied structure,regardless of future building location, and no conditions relative to future building siting are required; a condition of No Significant Risk is opined relative to potential vapor entry following soil removal regardless of the dimensional setbacks prescribed in 310 CMR 40.0942(1) (d). i SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MA/BEA17-11040 PAGE 12 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 Imminent Hazards During the course of the Immediate Response Action,no Imminent Hazards were identified as defined within the 310 CMR 40.0321. The subject release of fuel oil represented no acute exposures which would, in the short-term, represent a significant risk to public health and safety. Following remedial response actions, concentrations of petroleum hydrocarbons were reported as below the most stringent Method 1 soil and groundwater Standards,to support the findings of No Significant Risk. DATA USABILITY ASSESSMIENT & REPRESENTATIVENESS EVALUATION The following presents a discussion of the Site information used to support the PSS as required by 310 CMR 40.1056(2) (k)and incorporating the guidance provided in MA DEP Policy WSC-07-350. It provides an evaluation and demonstration of the adequacy of the spatial and temporal data sets used to support the PSS, and makes conclusions on the accuracy,precision and sensitivity of the data used. Conceptual Site Model During the demolition of an existing residential dwelling, a 275-gallon fuel oil AST was removed from the basement without pumping out the remaining fuel. As a result, an unknown quantity of No.2 Fuel oil was released to the earthen cellar of the demolished house to bare ground adjacent to the cellar hole. Results of assessment activities indicated two areas of impact: an approximate 10'x 15'area of impact to 2-3'below grade(Zone A)and an approximate Tx 10'area of impact to T below the cellar floor/10' below grade (Zone B). A total of 25.42 tons (17 cubic yards +/-) of petroleum-contaminated soils were subsequently excavated from these areas. Laboratory results from end-point soil samples reported all concentrations of EPH/PAHs and VPHBTEX below the most stringent S-1/GW-1 Method 1 Risk Characterization Standards. A groundwater monitoring well (MW-1) was installed in Zone B where soil removal extended to the groundwater interface. Groundwater samples collected from MW-1 initially reported trace concentrations of Naphthalene and 2-Methylnapthalene as below GW-1, Method 1 Standards. A second round of groundwater sampling from MW-1 reported all concentrations of EPH/PAHs and VPHBTEX as ND,indicating no significant groundwater impact and background conditions. As such, based on the results of laboratory analysis for soil and groundwater sampling conducted, wherein all concentrations of petroleum hydrocarbons have been reported below the most stringent Method 1 Standards, a finding of-No Significant Risk has been achieved for the Site. SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MA/BEA17-11040 PAGE 13 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 Field Screening PID screening and observations were used to qualify significant impact in soils and to make informed dynamic decisions in the field in advance of submitting samples for MA Certified analyses. In some cases, Dexsil PetroFlag testing was conducted to qualify TPH concentrations in the field. Samples with higher levels of odor or PID readings were assumed to be more contaminated than those samples with lower levels. Comparison of visual observations, PID screening results and laboratory analytical data indicates that the field screening data correlates well with the analytical data. Sampling Locations The removal of impacted soils was performed based on laboratory analytical results supported in the field by PID/Dexsil PetroFlag screening and visual observations, as work progressed from contaminated soil to clean soil. PID/Dexsil PetroFlag screening was used to qualify the horizontal and vertical extent of contaminated soil, in support of excavation. EPH and VPH laboratory analysis were used to evaluate the impacted soils based on the nature of the contaminant being fuel oil. Soil samples were collected for analyses from the extent of soil removal from representative bottom-of-hole and sidewall areas as critical samples. All end-point soil samples were preserved for risk-based EPH/PAH and VPH/BTEX analyses. The samples were placed in appropriately preserved laboratory containers in the field and stored on ice in a cooler, pending shipment to the laboratory under a properly executed chain-of-custody. Monitoring well installation was performed within the release area to qualify groundwater quality within the release area. The location of the monitoring well was based on the area of deepest impact, wherein soil impact in Zone B extended to the groundwater interface at approximately 10' below grade. The monitoring well was installed across the groundwater interface, as representative of petroleum impact to groundwater. Field duplicates or trip blanks for soil sampling were not collected nor considered necessary because the Disposal Site was small, the removal operations had produced clean conditions along the vast majority of exposure points, QA/QC protocols were employed and documented with Method Blanks and Spikes performed by the laboratory. Temporal Data Soil samples were collected subsequent to the excavation of contaminated material. Source removal and associated sampling were completed in a single day. Due to soil removal as the primary remedial strategy, temporal data for soils was not applicable in consideration of final exposure risks, and laboratory analysis of confirmatory end-point samples are relied on for risk characterization. SEPTEMEER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MA/BEA17-11040 PAGE 14 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 Based on low concentrations of petroleum constituents identified during the initial groundwater sampling event, groundwater was sampled a second time as a conservative measure. The second round of sampling reported all concentrations ofpetroleum constituents as Non-Detect, confirming no significant impact to groundwater. As such,no further groundwater sampling was deemed necessary. Field Completeness The analytical data set is complete. Critical data from the sidewall and bottom-of-hole areas of the excavation was obtained, representing the extent of significant impact and the limits of contaminated soil removal. Additionally, data from groundwater testing establishes the no significant groundwater impact. The sum of the critical data supports the PSS wherein QA/QC thresholds and Presumptive Certainty requirements were met under the Data Usability and Representativeness policy. Data Inconsistency No inconsistent data was identified. Visual observations, odors and field screening were generally well correlated. No inconsistency was identified between the field screening of the balance of end-point soil samples and their respective laboratory analyses. Data Not Used The complete analytical data set associated with confirmatory end-point soil samples was considered. In addition,the complete analytical data set associated with groundwater testing was considered. Data Usability The analytical data used was validated and justified as representative of environmental conditions. Soil samples from the extent of excavation were collected, representing discrete exposures in representative soil categories as a measure of frequency and intensity of use. The methods utilized (PID soil screening, Dexsil PetroFlag testing, EPH/VPH) all respond to the contaminant of concern identified, and are appropriate for a release of No. 2 fuel oil. Based on the Representativeness Evaluation under MA DEP Policy WSC-07-350 (REDUA),the analytical data quality of all end-point soil samples are considered critical samples relied on in support of the PSS, as reviewed under REDUA. The analytical data provided in support of this PSS has met the method quality control requirements and performance standards for "Presumptive Certainty" as described in CAM VII A, Section 2.0 (a), (b), (c), and (d) or have been evaluated as comparable to CAM requirements. The validity and defensibility of the analytical data used to support the findings of the PSS for this Site with respect to accuracy,precision and completeness pursuant to 310 CMR 40.1056(2)(k)have therefore been satisfied [Refer to QA/QC—Appendix E]. SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MA/BEA17-11040 PAGE 15 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 In the lab analysis for the Zone A end-point samples collected on August 1, 2017 (Lab # L 1726964) the CAM narrative reported an affirmative response for Questions A through F and 1, with negative responses given for Questions G and H. A negative response was given for Question G because one or more of the target analytes did not achieve the requested CAM reporting limits. This was due to the HB-1: 0-2' sample, submitted for disposal characterization, was grossly contaminated with multiple contaminants of concern above CAM reporting limits, not affecting the critical end-point data. A negative response was given for question H because the surrogate recoveries were below the acceptance criteria due to the dilution required to quantitate the stockpile sample. The dilution was also due to the heavily impacted nature of the HB-1: 0-2' sample. Because this sample was used for disposal characterization, it is not considered critical data. No exceptions were noted with the end-point soil samples and as such,these results meet presumptive certainty for use as critical data. In the lab analysis for the Zone B end-point samples collected on August 3, 2017 (Lab # L 1726969) the CAM narrative reported an affirmative response for Questions A through H, with a negative response given for Question I. A negative response was given for Question I because the PAH list for EPH analysis was shortened to the 4 target PAHs relevant to a release of virgin No. 2 fuel oil and as based on previous testing of where these other PAHs where reported as Non- Detect. As such, the Contaminants of Concern for virgin fuel oil specified in the EPH/VPH Implementation Policy (WSC-02-411 were relied upon to evaluate the potential exposure risks associated with the subject fuel oil release, meeting Presumptive Certainty for the intended application as critical data. In the lab analysis for the groundwater samples collected on August 3, 2017 (Lab # L1726947) and August 18, 2017 (Lab # L1726947), the CAM narrative reported an affirmative response for Questions A through H with a negative response given for Questi on I. Again, a negative response was given for Question I because the PAH list for EPH analysis was shortened to the 4 target PAHs relevant to a release of No. 2 fuel oil. These PAHs were excluded based on the aforementioned pre-characterization analytical results and EPH/VPH policy. As such the appropriate Contaminants of Concern were relied upon to evaluate the virgin fuel oil release as meeting Presumptive Certainty for the intended application as critical data. In the review of critical soil and groundwater data,the noted QA/QC issues associated with these analyses did not significantly affect risk analysis, and met Presumptive Certainty requirements under REDUA,relative to the interpretation of Significant Risk as defined under the MCP. BACKGROUND FEASIBILTTY EVALUATION A review of cost and feasibility to meet background conditions through additional soil removal was considered as part of this IRA, in accordance with the provisions of 310 CMR 40.1020. Low concentrations of fractional petroleum hydrocarbons remain above laboratory reporting limits, but below the most stringent S-1/GW-1 Method 1, Risk Characterization SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MABEAI7-11040 PAGE 16 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 Standards,wherein a condition of No Significant Risk exists with respect to soils conditions within the defined Site. In addition,the residual low-level petroleum concentrations in soil at the site are non-persistent, naturally degrading compounds. As such, current environmental conditions meet the "Conditions of Categorical Infeasibility" established in Section 9.3.2 of the MA DEP policy "Conducting Feasibility Evaluations Under the MCP"(WSC-04-160),as specifically pertaining to Section 9.3.2.3, "Remediation of Degradable (Non-persistent) Contaminants". GARDENING BEST MANAGEMENT PRACTICES [Refer to Appendix F] Laboratory analyses have reported all petroleum hydrocarbon concentrations in end-point soil samples as less than the applicable and strictest S-1/GW-1, Method.I Risk Characterization standards and as such, laboratory analytical results support a Permanent Solution without conditions, and Gardening Best Management Practices (BMPs) are not required. Notwithstanding, Method 1 does not currently consider ingestion exposure scenario associated with the vegetative uptake for exposure. As such, regulations compel language to identify this potential exposure where Method 1 is relied upon. Thus property owner and resident(s) of 50 Old Colony Road, in Hyannis,MA are hereby advised to consider implementing BMPs to fiirther reduce potential exposure to material in the soils, if raising homegrown produce used for human consumption. Implementing BMPs such as those referenced in Appendix F will allow safer gardening in a wider range of site conditions. Not every BMP is necessary for every single site, but a combination of BMPs site will help reduce the potential for additional exposure risks at urbanized sites and or areas of historic fill [Refer to Appendix F for reference to appropriate Gardening BMPs].Neither of these conditions appears to apply to the subject Site. CONCLUSIONS Based on the expedited capping and subsequent removal of some 17 yards (25.42 tons) of impacted soils from the identified areas of release, a condition of No Significant Risk exists for all activities and uses of the Site without conditions. Subsequent groundwater sampling has indicated that no significant groundwater impact exists related to the release of fuel oil at the property. As such,a condition ofNo Significant Risk supports the Permanent Solution Statement(PSS),without conditions for the closure of this project, in accordance with the provisions of 310 CMR 40.1036 and 40.1056. The findings of this investigation,as represented herein,set forth the rationale and technical justifications for the LSP opinions offered,as established by the certifications made on the attached Bureau of Waste Site Cleanup Forms. The LSP opinions are based on the available data and regulations in effect at the time of this reporting. . i SEPTEMBER 22,2017 RESIDENTIAL PROPERTY:50 OLD COLONY ROAD-HYANNIS,MABEAI7-11040 PAGE 17 OF 17 IRA COMPLETION/PERMANENT SOLUTION STATEMENT,RTN 4-26794 MCP LIMITATIONS [Refer to Appendix G] Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with current, customary principles and practices in the fields of environmental science and LSP practice. It must be recognized that environmental investigations are inherently limited to conclusions drawn and recommendations developed from information obtained through research and review of relevant site investigation. Additionally, the passage of time may result in change to environmental characteristics at this site and/or surrounding properties, changes in governing regulations and/or professional practice. This report specifically speaks only to those regulations and policies in effect, and the standards of LSP practice, at the time of this submittal. No guarantee or warranty of future conditions, regulations, policies or standards of practice is expressed or implied relative to the LSP Opinions rendered herein. Should you have any questions regarding the project, or require additional information, please contact our office at your earliest convenience. Sincerely, BqNNkTT ENV ONMENTAL ASSOCIATES, INC. avid nnett, LSP Jo W D. T ade Jaa- teS Principal S nior Project Manager Encl. Supporting Documentation [Appendices A-G] Cc: Edgar Gevorgyan, POA for Garik Gevorgyan-PRP Donna Miorandi, RS Health Inspector—Town of Barnstable Public Health Division, Mark Ells—Barnstable Town Manager, Captain William Rex—Hyannis Fire Department' " As part of Public Notice requirements,the report Title Page,Narrative,Index,Transmittal forms and Site Plan are included,pursuant to paperwork reduction policy. The full report is available as public record on the MA DEP website database at hn://public.dei).state.ma.us/SearchableSites/Searcb.asp or, upon written request to BEA, full copy (electronic or paper)will be provided. IMMEDIATE RESPONSE ACTION COMPLETION REPORT WITH PERMANENT SOLUTION STATEMENT SUPPORTING DOCUMENTATION CIA DEP IR'TN 4-26794 Residential Property 50 Old Colony Road-Hyannis,MA BEA17-11040 ' SEPTET ER 22,2017 Prepared By: BENNETT ENVIRONMENTAL ASSOCIATES,INC. 1573 Main Street-P.O.Box 1743 Brewster,MA 02631 David C.Bennett,LSP. Prepared For: Massachusetts Department of Environmental Protection Southeast Regional Offices,Bureau of Waste Site Cleanup/Emergency Response Section 20 Riverside Drive-Lakeville,MA. 02347 Bob Murphy,Case Officer On Behalf Of: Mr. Edgar Gevorgyan,POA for Garik Gevorgyan 271 Great Marsh Road-Centerville,MA 02632 APPENDIX A: Reference Plans -Figure 1: Site Locus Plan[Topographic Quad.,Hyannis,MA. 1998](excerpt) -Figure 2: Ground-Water USGS Resources of Cape Cod,MA[LeBlanc et al, 1986](excerpt) -Figure 3:Mass GIS Priority Resource Map [2017] -Site Plan entitled, "Immediate Response Action Completion..." prepared by BENNETT ENVIRONMENTAL ASSOCIATES,INC.,Dated September 20,2017 APPENDIX B:Field Reports -Field Log[8/1/17—8/25/171 -Monitoring Well Sample Log(8/18/17) -BWSC-101:Release Log Form -BWSC-102:Release Amendment Form(8/l/17) -BWSC-102:Release Amendment Form(8/2/17) -Town of Barnstable Incident Report(8/1/17) -Hyannis Fire Department Incident Report(8/l/17) APPENDIX C:Environmental Records/Permits/Correspondence -Tank Removal Permit/Disposal Receipt -BWSC-103:Release Notification&Retraction Form w/eDEP Submittal Summary and Receipt -BWSC-104:Permanent Solution Statement Transmittal Form w/eDEP Submittal Summary and Receipt -BWSC-105: Immediate Response Action Transmittal Form w/eDEP Submittal Summary and Receipt BWSC-112:Bill of Lading(to transport soil)w/filing receipt/Aggregate Industries Soil Recycling Submittal -BWSC-112 A,B,C:Bill of Lading(received at facility)w/filing receipt -Uniform Hazardous Waste Manifest[017075290JJK(151 gallons of oil)] APPENDIX D:Laboratory Analytical Data -Remedial Response(soil)[Alpha Analytical—Lab#L1726969(8/10/17)] -Remedial Response(soil)[Alpha Analytical—Lab#L1726964(8/11/17)] -Disposal Characterization(soil)[Alpha Analytical—Lab#L1727161 (8/11/17)] -Remedial Performance(groundwater)[Alpha Analytical—Lab#L1726947(08/12/17)] -Remedial Performance(groundwater) [Alpha Analytical—Lab#L1729083 (08/25/17)] APPENDIX E: Quality Assurance/Quality Control Plan APPENDIX F: Gardening Best Management Practices APPENDIX G:MCP Limitations Massachusetts Department of Environmental Protection f eDEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: JTWIELANDT Transaction ID: 956977 Document: BWSC104 Permanent And Temporary Solution Statement Size of File: 222.17K Status of Transaction: In Process Date and Time Created: 9/29/2017:4:43:10 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. 4 Massachusetts Department of Environmental Protection BWSC 104 Bureau of Waste Site Cleanup °t Release Tracking Number �-� PERMANENT AND TEMPORARY SOLUTION STATEMENT Pursuant to 310 CMR 40.1000(Subpart J) - 26794 For sites with multiple RTNs,enter the Primary RTN above. A.SITE LOCATION: 1.Site Name/Location Aid: FORMER COMMERCIAL LOT 2.Street Address: 50 OLD COLONY ROAD 3.City/Town: HYANNIS 4.ZIP Code: 026010000 5.Coordinates: a.Latitude:N 41.64037 b.Longitude:W 70.28643 r 6.Check here if the disposal site that is the source of the release is Tier Classified.Check the current Tier Classification Category: r a.Tier I r b.Tier ID r c.Tier U B.THIS FORM IS BEING USED TO:(check all that apply) 1.List Submittal Date of the Permanent or Temporary Solution Statement, or RAO Statement(if previously submitted): mm/dd/yyyy r 2.Submit a Permanent or Temporary Solution Statement r a.Check here if this Permanent or Temporary Solution Statement covers additional Release Tracking Numbers (RTNs).RTNs that have been previously linked to a Tier Classified Primary RTN do not need to be listed here. b.Provide the additional Release Tracking Number(s)covered by this -� ED - Permanent or Temporary Solution Statement. '—i '—J - 3.Submit a Revised Permanent or Temporary Solution Statement or revised RAO Statement a.Check here if this Revised Permanent or Temporary Solution Statement covers additional Release Tracking Numbers(RTNs), not listed on the Permanent or Temporary Solution Statement or previously submitted Revised Permanent or Temporary Solution Statements.RTNs that have been previously linked to a Tier Classified Primary RTN do not need to be listed here. b.Provide the additional Release Tracking Number(s)covered by this ED -� � - Permanent or Temporary Solution Statement. r 4.Submit a Permanent or Temporary Solution Partial Statement Check above box,if any Response Actions remain to be taken to address conditions associated with this disposal site having the Primary RTN listed in the header section of this transmittal form.This Permanent or Temporary Solution Statement will record only a Permanent or Temporary Solution-Partial Statement for that RTN.A final Permanent or Temporary Solution Statement will need to be submitted that references all Permanent or Temporary Solution-Partial Statements and,if applicable,covers any remaining conditions not covered by the Permanent or Temporary Solution-Partial Statements. Also,specify if you are an Eligible Person or Tenant pursuant to M.G.L.c.21 s.2,and have no further obligation to conduct response actions on the remaining portion(s)of the disposal site: r a.Eligible Person r b.Eligible Tenant 5.Submit a Revised Permanent or Temporary Solution Partial Statement(or revised RAO-Partial Statement) 6.Submit an optional Phase I Completion Statement supporting the Permanent or Temporary Solution Statement r 7.Submit a Periodic Review Opinion evaluating the status of a Temporary Solution,as specified in 310 CMR 40.1051 (Section F is optional) 8.Submit a Retraction of a previously submitted Permanent or Temporary Solution Statement(or RAO Statement) (Sections E&F are not required) (All sections of this transmittal form must be filled out unless otherwise noted above) Revised:6/21/2016 Pagel of 8 assachusetts Department of Environmental Protection $WSC 104 ureau of Waste Site Cleanup ERMANENT AND TEMPORARY SOLUTION STATEMENT Release Tracking Number ursuant to 310 CMR 40.1000(Subpart� 4 - 26794 For sites with multiple RTNs,enter the Primary RTN above. C.DESCRIPTION OF RESPONSE ACTIONS:(check all that apply;for volumes,list cumulative amounts) 1.Assessment and/or Monitoring Only V 2.Temporary Covers or Caps 3.Deployment of Absorbent or Containment Materials r7 4.Treatment of Water Supplies r 5.Structure Venting System/HVAC Modification System r;6.Engineered Barrier r 7.Product or NAPL Recovery W 8.Fencing and Sign Posting r 9.Groundwater Treatment Systems T7 10.Soil Vapor Extraction r 11.Remedial Additives r7.12.Air Sparging ri 13.Active Exposure Pathway Mitigation System 1714.Passive Exposure Pathway Mitigation System r 15.Monitored Natural Attenuation r 16.In-Situ Chemical Oxidation W 17.Removal of Contaminated Soils W a.Re-use,Recycling or Treatment r i.On Site Estimated volume in cubic yards r:ii.Off Site Estimated volume in cubic yards 17 iia.Facility Name: AGGREGATE INDUSTRIES Town: SOUTH DENNIS State: MA fib.Facility Name: Town: State: iii.Describe: r b.Landfill r i.Cover Estimated volume in cubic yards Facility Name: Town: State: �ii Disposal Estimated volume in cubic yards Facility Name: Town: State: r:18.Removal of Drums,Tanks or Containers: a.Describe Quantity and Amount: REMOVAL OF 275-GALLON SINGLE-WALL STEEL AST b.Facility Name: MIDDLEBORO RECYCLING Town: MIDDLEBORO State: MA c.Facility Name: Town: State: F-0,19.Removal of Other Contaminated Media: a.Specify Type and Volume: REMOVAL OF 151 GALLONS OF OIL b.Facility Name: TRADEBE TREATMENT RECYCLING OF STOUGHTON Town: STOUGHTON State: MA c.Facility Name: Town: State: Revised:6/21/2016 Page 2 of 8 assachusetts Department of Environmental Protection BWSC 104 ureau of Waste Site Cleanup Release Tracking Number . ERMANENT AND TEMPORARY SOLUTION STATEMENT ursuant to 310 CMR 40.1000(Subpart J) 4 - 26794 For sites with multiple RTNs,enter the Primary RTN above. C.DESCRIPTION OF RESPONSE ACTIONS(coot.):(check all.that apply;for volumes,list cumulative amounts) r'20.Other Response Actions: Describe: r 21.Use of Innovative Technologies: Describe: D. SITE USE: 1.Are the response actions that are the subject of this submittal associated with the redevelopment, reuse or the major expansion of the current use of property(ies)impacted by the presence of oil and/or hazardous materials? I—a.Yes rV_b.No r—c.Don't know 2.Is the property a vacant or under-utilized commercial or industrial property("a brownfield property")? a.Yes 1N b.No c.Don't know 3.Will funds from a state or federal brownfield incentive program be used on one-or more of the property(ies)within the disposal site? r a.Yes P7 b.No I—.c.Don't know If Yes,identify program(s): 4.Has a Covenant Not to Sue been obtained or sought? a.Yes 17 b.No c.Don't know 5.Check all applicable categories that apply to the person making this submittal: a.Redevelopment Agency or Authority �'b.Community Development Corporation r'c.Economic Development and Industrial Corporation F—d.Private Developer r e.Fiduciary r—f.Secured Lender g.Municipality T7h.Potential Buyer(non-owner) f%7 i.Other,describe: PROPERTYOWNER This data will be used by MassDEP for information purposes only,and does not represent or create any legal commitment,obligation or liability on the part of the party or person providing this data to MassDEP. E.PERMANENT OR TEMPORARY SOLUTION CATEGORY: Specify the category of Solution that applies to the Disposal Site,or Site of the Threat of Release.Select either 1,2,or 3. r 1.Permanent Solution with No Conditions(check one) r a.A threat of release has been eliminated. r b.All contamination has been reduced to Natural Background levels. rd c.A condition of No Significant Risk exists or has been achieved with no Activity and Use Limitation or other limitations, assumptions,or conditions(310 CMR 40.1013). Revised: 6/21/2016 Page 3 of 8 assachusetts Department of Environmental Protection BWSC 104 ureau of Waste Site Cleanup r' '1A Release Tracking Number JERMANENT AND TEMPORARY SOLUTION STATEMENT+ rsuant to 310 CMR 40.1000(Subpart J) I`' I For sites with multiple RTNs,enter the Primary RTN above. E.PERMANENT OR TEMPORARY SOLUTION CATEGORY(coat.): 2.Permanent Solution with Conditions(check a and/or b): 1— a.An AUL has been implemented pursuant to 310 CMR 1012(2)(check one) r i.Required pursuant to 310 CMR 40.1012(2) Is the AUL required because the Permanent Solution relies on an Active Exposure Pathway Mitigation Measure pursuant to CMR 310 40.1025? r7 1.Yes r 2.No r ii.Optionally implemented pursuant to 310 CMR 40.1012(3) b.Limitations or conditions apply pursuant to 310 CMR 40.1013(check all that apply): r i.Gardening Best Management Practices(BMPs)for non-commercial gardening in a residential setting r ii.Concentrations of Oil and Hazardous Material consistent with Anthropogenic Background iii.Residual contamination in a Public or Railroad Right-of-Way iv.Groundwater contamination would exceed GW-2 Standards except for the absence of an occupied building or structure 3.Temporary Solution(check a or b/and c) r a.Response actions to achieve a Permanent Solution are not currently feasible I— b.Response actions to achieve a Permanent Solution are feasible and are being continued toward a Permanent Solution r c.Does the Temporary Solution rely on an Active Exposure Pathway Mitigation Measure pursuant to 310 CMR 40.1026? ri i.Yes rm ii.No F.PERMANENT AND TEMPORARY SOLUTION INFORMATION: 1.Specify the Risk Characterization Method(s)used to achieve the Permanent or Temporary Solution,described above: ri a.Method 1 r b.Method 2 r c.Method 3 r d.Method Not Applicable-Contamination reduced to or consistent with background,or Threat of Release abated 2.Specify all Soil Category(ies)applicable.More than one Soil Category may apply at a Site.Be sure to check off all APPLICABLE categories: ry a.S-1/GW-1 �: d.S-2/GW-1 F g.S-3/GW-1 r" j.Not Applicable rv-,' b.S-1/GW-2 r' e.S-2/GW-2 r- h.S-3/GW-2 17 c.S-1/GW-3 r; f.S-2/GW-3 r i.S-3/GW-3 3.Specify all Groundwater Category(ies)impacted.A site may impact more than one Groundwater Category.Be sure to check off all IMPACTED categories: r= a.GW-1 r=; b.GW-2 r= c.GW-3 d.No Groundwater Impacted Revised:6/21/2016 Page 4 of 8 assachusetts Department of Environmental Protection $WSC 104 ureau of Waste Site Cleanup Release Tracking Number '' . ERMANENT AND TEMPORARY SOLUTION STATEMENT � - 26794 ursuant to 310 CMR 40.1000(Subpart J) I`� I For sites with multiple RTNs,enter the Primary RTN above. F.PERMANENT AND TEMPORARY SOLUTION INFORMATION(cont.): 4.Check here if the risk assessment includes any changes to the groundwater category pursuant to 310 CMR 40.0932(5)(a)through(e).Check all conditions that apply: J— a.An InterimWellhead Protection Area does not apply based on a hydrogeologic evaluation(310 CMR 40.0932(5)(a)) F b.Groundwater was determined not to be in a Potentially Productive Aquifer or is not feasible to be developed as a drinking water supply(310 CMR 40.0932(5)(b)) r c.A Non-Potential DrinkingWater Source Area determination was made(310 CMR 40.0932(5)(c)) r' d.Existing private wells were permanently closed(310 CMR 40.0932(5)(d)) r e.Groundwater is located within a Zone A,but is not hydrogeologically connected to a drinking water supply (310 CMR 40.0932(5)(e)) r 5.Check here if the Permanent or Temporary Solution supports a finding of No Significant Risk for petroleum in a GW-1 area pursuant to 310 CMR 40.0924(2)(b)3. 6.Specify whether remediation was conducted: " a.Check here if soil remediation was conducted. b.Check here if groundwater remediation was conducted. r c.Check here if other remediation was conducted. Specify: 7.Specify whether the analytical data used to support the Permanent or Temporary Solution used the Compendium of Analytical Methods(CAM): .ry a.CAM used to support all analytical data. r b.CAM used to support some of the analytical data. r- c.CAM not used. r 8.Check here to indicate that the Permanent or Temporary Solution Statement includes a Data Usability Assessment and Data Representativeness Evaluation pursuant to 310 CMR 40.1056. 9.Estimate the number of acres this Permanent or Temporary Solution Statement applies to: 0.01 Revised:6/21/2016 Page 5 of 8 f assachusetts Department of Environmental Protection BWSC 104 ureau of Waste Site Cleanup ERMANENT AND TEMPORARY SOLUTION STATEMENT Release Tracking Number ursuant to 310 CMR 40.1000(Subpart J) 26794 For sites with multiple RTNs,enter the Primary RTN above. G.LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form,including any and all documents accompanying this submittal.In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR4.03(2),and(iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, >if Section B indicates that either a Permanent or Temporary Solution Statement,Phase I Completion Statement and/or Periodic Review Opinion is being provided,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000,and(iii)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal. I am aware that significant penalties may result,including,but not limited to,possible fines and imprisonment,if I submit information which I know to be false,inaccurate or materially incomplete. 1.LSP#: 4303 2.First Name: DAMD C 3.Last Name: BENNETT 4.Telephone: 5088961706 5.Ext.: 6.Email: 7.Signature: DAVID C BENNETT 8.Date: 9/29/2017 9.LSP Stamp: mm/dd/yyyydtlr � u Elom Seal m� H.PERSON MAKING SUBMITTAL: 1.Check all that apply: r a.change in contact name r b.change of address rV c.change in the person undertaking response actions 2.Name of Organization: GARIC GEVORGYAN 3.Contact First Name: EDGAR 4.Last Name: GEVORGYAN 5.Street: 271 GREAT MARSH ROAD 6.Title: POA FOR PROPERTY OWNER 7.City/Town: CENTERVILLE 8.State: MA 9.ZIP Code: 026320000 10.Telephone: 8185994431 11.Ext: 12.Email: Revised:6/21/2016 Page 6 of 8 assachusetts Department of Environmental Protection BWSC 104 ureau of Waste Site Cleanup ERMANENT AND TEMPORARY SOLUTION STATEMENT �Release Tracking Number {' [4::]f - 126794 ursuant to 310 CMR 40.1000(Subpart J) For sites with multiple RTNs,enter the Primary RTN above. I.RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON MAKING SUBMITTAL: r Check here to change relationship 11.RP or PRP 1✓a.Owner r-b.Operator r c.Generator r-d.Transporter I—e.Other RP or PRP Specify: j 2.Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21E,s.2) 3.Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21E,s.50)) 4.Any Other Person Making Submittal Specify Relationship: J.REQUIRED ATTACHMENT AND SUBMITTALS: r 1.Check here if the Permanent or Temporary Solution on which this opinion is based,if any,are(were)subject to any order(s), permit(s)and/or approval(s)issued by DEP or EPA.If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. 2.Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of a Permanent or Temporary Solution Statement that relies on the public way/rail right-of-way exemption from the requirements of an AUL. ry 3.Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of a Permanent or Temporary Solution Statement with instructions on how to obtain a full copy of the report. rv- 4.Check here to certify that documentation is attached specifying the location of the Site,or the location and boundaries of the Disposal Site subject to this Permanent or Temporary Solution Statement.If submitting a Permanent or Temporary Solution Statement for a PORTION of a Disposal Site,you must document the location and boundaries for both the portion subject to this submittal and, to the extent defined,the entire Disposal Site. r 5.Check here to certify that,pursuant to 310 CMR 40.1406,notice was provided to the owner(s)of each property within the disposal site boundaries,or notice was not required because the disposal site boundaries are limited to property owned by the party conducting response actions.(check all that apply) r a.Notice was provided prior to,or concurrent with the submittal of a Phase II Completion Statement to the Department. b.Notice was provided prior to,or concurrent with the submittal of this Permanent or Temporary Solution Statement to the Department. ry c.Notice not required. d.Total number of property owners notified,if applicable: r 6.Check here if you are submitting one or more AULs.You must submit an AUL Transmittal Form(BWSC113)and a copy of each implemented AUL related to this Permanent Solution or Temporary Solution Statement.Specify the type of AUL(s)below:(required for Permanent Solution with Conditions Statements where an AUL is being implemented) r- a.Notice of Activity and Use Limitation b.Number of Notices submitted: r c.Grant of Environmental Restriction d.Number of Grants submitted: 7.If a Permanent Solution Compliance Fee is required for any of the RTNs listed on this transmittal form,check here to certify that a Permanent Solution Compliance Fee was submitted to DEP,P.0.Box 4062,Boston,MA 02211. 8.Check here if any non-updatable information provided on this form is incorrect,e.g.Site Address/Location Aid.Send corrections to bwsc.edep@state.ma.us. ry 9.Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised: 6/21/2016 Page 7 of 8 assachusetts Department of Environmental Protection BWSC 104 L7,� ureau of Waste Site Cleanup Release Tracking Number ERMANENT AND TEMPORARY SOLUTION STATEMENT 26794y ursuant to 310 CMR 40.1000(Subpart J) �. e For sites with multiple kTNs,enter the Primary RTN above. K.CERTIFICATION OF PERSON MAKING SUBMITTAL: 1.I,EDGAR GEVORGYAN attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii)that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal.I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to,possible fines and imprisonment,for willfully submitting false, inaccurate,or incomplete information. 2.By: EDGAR GEVORGYAN 3.Title: POA FOR PROPERTY OWNER Signature 4.For: GARIC GEVORGYAN 5.Date: 9/29/2017 (Name of person or entity recorded in Section H) mm/dd/yyyy 6.Check here if the address of the person providing certification is different from address recorded in Section H. 7.Street: 8.City/Town: 9.State: 10.ZIP Code: 11.Telephone: 12.Ext: 13.Email: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE.YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE.IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Received by DEP on 9/29/2017 4:41:13 PM Revised: 6/21/2016 Page 8 of 8 i 9/29/2017 eDEP-MassDEP's OnlineFiling System . MassDEP Home i Contact i Privacy Policy MassDEP's Online Filing System Usemame:DAVIDBENNETT Nickname:BENNETTDAVID on Receipt Forms Attach Files Signature Receipt Summary/Receipt print receipt FExit Your submission is complete. Thank you for using DEP's online reporting system. You can select"My eDEP" to see a list of your transactions. I I DEP Transaction ID: 956977 Date and Time Submitted: 9/29/2017 4:41:13 PM Other Email : Form Name: BWSC104 Permanent And Temporary Solution Statement RTN: 4-26794 Location: FORMER COMMERCIAL LOT Address: 50 OLD COLONY ROAD, HYANNIS, 026010000 Person Making Submittal GARIC GEVORGYAN EDGAR GEVORGYAN 271 GREAT MARSH ROAD CENTERVILLE, MA 026320000 LSP LSP#: 4303 LSP Name: DAVID C BENNETT Person Making Certification GARIC GEVORGYAN Edgar Gevorgyan Ancillary Document Uploaded/Mailed i'BWSC-104 QUESTION.132 - Perm. or Temp. Solution Stmt or RAO Report- i Uploaded (BEA17-11040 IRAC PSS 9.22.17.pdf) BWSC-104 QUESTION.J1 -Statement of Provisions - Uploaded (BWSC- 102.pdf) My eDEP MassDEP Home i Contact i Privacy Policy MassDEP's Online Filing System ver.14.1.11.0©2017 MassDEP https://edep.dep.mass.qov/Pages/PrintReceipt.aspx 1/1 Massachusetts Department of Environmental Protection eDEP Transaction Copy_ Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: JTWIELANDT Transaction ID: 956985 Document: BWSC105 Immediate Response Action Transmittal Form Size of File: 187.92K Status of Transaction: In Process Date and Time Created: 9/29/2017:4:41:57 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. Massachusetts Department of Environmental Protection BWSC 105 Bureau of Waste Site Cleanup Ll Release Tracking Number Immediate Response Action (IRA) Transmittal Form Pursuant to 310 CUR 40.0424-40.0427(Subpart D) A.SITE LOCATION: 1.Release Name/Location Aid: FORMER COMMERCIAL LOT 2.Street Address: 50 OLD COLONY ROAD 3.City/Town: HYANNIS 4.Zip Code: 026010000 J' 5.Check here if this location is Adequately Regulated,pursuant to 310 CMR 40.0110-0114. r-a.CERCLA r b.HSWA Corrective Action c.Solid Waste Management r d.RCRA State Program(2 IC Facilities) B.THIS FORM IS BEING USED TO:(check all that apply) 1.List Submittal Date of Initial IRA Written Plan(if previously submitted): 1" 2.Submit an Initial IRA Plan. r 3.Submit a Modified IRA Plan of a previously submitted written IRA Plan. r 4.Submit an Imminent Hazard Evaluation.(check one) r-a.An Imminent Hazard exists in connection with this Release or Threat of Release. 117 b.An Imminent Hazard does not exist in connection with this Release or.Threat of Release. r c.It is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release,and further assessment activities will be undertaken. r d.It is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release.However,response actions will address those conditions that could pose an Imminent Hazard. r 5.Submit a request to Terminate an Active Remedial System or Response Action(s)Taken to Address an Imminent Hazard. r 6.Submit an IRA Status Report r 7.Submit a Remedial Monitoring Report.(This report can only be submitted through eDEP.) a.Type of Report:(check one) r i.Initial Report r ii.Interim Report r iii.Final Report b.Frequency of Submittal:(check all that apply) r i.A Remedial Monitoring Report(s)submitted monthly to address an Imminent Hazard. r ii.A Remedial Monitoring Report(s)submitted monthly to address a Condition of Substantial Release Migration. r iii.A Remedial Monitoring Report(s)submitted every six months,concurrent with an IRA Status Report. r iv.A Remedial Monitoring Report(s)submitted annually,concurrent with an IRA Status Report. c.Number of Remedial Systems and/or Monitoring Programs: A separate BWSC105A,IRA Remedial Monitoring Report,must be filled out for each Remedial System and/or Monitoring Program addressed by this transmittal form. Revised: 11/14/2013 Page 1 of 6 Massachusetts Department of Environmental Protection BWSC 105 t Bureau of Waste Site Cleanup Release Tracking f`1 ``- Immediate Response Action (IRA)Transmittal Form g Number Pursuant to 310 CMR 40.0424-40.0427(Subpart D) - 26794 17 8.Submit an IRA Completion Statement. r a.Check here if future response actions addressing this Release or Threat of Release notification condition will be conducted as part of the Response Actions planned or ongoing at a Site that has already been Tier Classified under a different Release Tracking Number (RTM b.Provide Release Tracking Number of Tier Classified Site(Primary RTN): These additional response actions must occur according to the deadlines applicable to the Primary RTN.Use the Primary RTN when making all future submittals for the site unless specifically relating to this Immediate Response Action. r 9.Submit a Revised IRA Completion Statement. r 10.Submit a Plan for the Application of Remedial Additives near a sensitive receptor,pursuant to 310 CMR 40.0046(3). (All sections of this transmittal form must be filled out unless otherwise noted above) C.RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT IRA: 1.Media Impacted and Receptors Affected:(check all that apply) r a.Paved Surface r b.Basement r c.School r d.Public Water Supply r e.Surface Water r f Zone 2 r g.Private Well r h.Residence r i.Soil r j.Groundwater r k.Sediments r I.Wetland r m.Storm Drain r n.Indoor Air r o.Air r p.Soil Gas r q.Sub-Slab Soil Gas r r.Critical Exposure Pathway r s.NAPL r t.Unknown r r.Others Specify: 2.Sources of the Release or TOR:(check all that apply) r a.Transformer r b.Fuel Tank r c.Pipe r d.OHM Delivery rV e.AST r f.Drums r g.Tanker Truck r h.Hose r i.Line r j.UST Describe: r k.Vehicle r 1.Boat/Vessel r m.Unknown r n. Other: 3.Type of Release or TOR:(check all that apply) r a.Dumping r b.Fie W c.AST Removal r d.Overfill r e.Rupture r f.Vehicle Accident 17 g.Leak r h.Spill r i.Test failure r j.TOR Only r k.UST Removal Describe: r 1.Unknown r m. Other: 4.Identify Oils and Hazardous Materials Released:(check all that apply) r'',a.Oils r b.Chlorinated Solvents r c.Heavy Metals r d. Others Specify: D.DESCRIPTION OF RESPONSE ACTIONS:(check all that apply,for volumes list cumulative amounts) r 1.Assessment and/or Monitoring Only P7 2.Temporary Covers or Caps r 3.Deployment of Absorbent or Containment Materials r 4.Temporary Water Supplies r 5.Structure Venting System/HVAC Modification System r 6.Temporary Evacuation or Relocation of Residents r 7.Product or NAPL Recovery W 8.Fencing and Sign Posting r 9.Groundwater Treatment Systems r 10.Soil Vapor Extraction r 11.Remedial Additives r 12.Air Sparging r 13.Active Exposure Pathway Mitigation System r 14.Passive Exposure Pathway Mitigation System Revised: 11/14/2013 Page 2 of 6 Massachusetts Department of Environmental Protection BwSC 105 Bureau of Waste Site Cleanup Release Tracking Number Immediate Response Action (IRA) Transmittal Form ^ I Pursuant to 310 CMR 40.0424-40.0427(Subpart D i� - 26794 D.DESCRIPTION OF RESPONSE ACTIONS:(cont.) Wo 15.Excavation of Contaminated Soils. rw a.Re-use,Recycling or Treatment r i.On Site Estimated volume in cubic yards r' ii.Off Site Estimated volume in cubic yards 17 iia.Receiving Facility: AGGREGATE INDUSTRIES Town: SOUTH DENNIS State: MA iib.Receiving Facility: Town: State: iii.Describe: r' b.Store F7 i.On Site Estimated volume in cubic yards ii.Off Site Estimated volume in cubic yards iia.Receiving Facility: Town: State: iib.Receiving Facility: Town: State: .r c.Landfill i.Cover Estimated volume in cubic yards Receiving Facility: Town: State: r ii.Disposal Estimated volume in cubic yards Receiving Facility: Town: State: 1✓ 16.Removal of Drums,Tanks,or Containers: a.Describe Quantity and Amount: 275-GALLON SINGLE-WALL STEEL AST b.Receiving Facility: MIDDLEBORO RECYCLING,INC. Town: MIDDLEBORO State: MA c.Receiving Facility: Town: State: 17.Removal of Other Contaminated Media: a.Specify Type and Volume: 151 GALLONS OF OIL r 18.Other Response Actions: Describe: r" 19.Use of Innovative Technologies: Describe: Revised: 11/14/2013 Page 3 of 6 Massachusetts Department of Environmental Protection gWSC 105 Bureau of Waste Site Cleanup Release Tracking Number Immediate Response Action (IRA) Transmittal Form Lk Pursuant to 310 CMR 40.0424-40.0427(Subpart D) - I26794 E.LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form,including any and all documents accompanying this submittal.In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisionsof 309 CMR 4.02(2)and(3),and 309 CMR 4.03(2),and(iii)the provisions of 309 CMR 4.03(3), to the best of my knowledge,information and belief, >if Section B of this form indicates that an Immediate Response Action Plan is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.2 1 E and 310 CMR 40.0000, (ii)is(are)appropriate and reasonable to accomplish thepurposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000 and(iii)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal; >if Section B of this form indicates that an Imminent hazard Evaluation is being submitted,this Imminent Hazard Evaluation was developed in accordance with the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000,and the assessment activity(ies)undertaken to support this Imminent Hazard Evaluation comply(ies)with the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000; >if Section B of this form indicates that an Immediate Response Action Status Report and/or a Remedial Monitoring Report is(are)being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal; >if Section B of this form indicates that an Immediate Response Action Completion Statement or a request to Terminate an Active Remedial System or Response Action(s)Taken to Address an Imminent Hazard is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal. I am aware that significant penalties may result,including,but not limited to,possible fines and imprisonment,if I submit information which I know to be false,inaccurate or materially incomplete. L LSP#: 4303 2.First Name: DAVID C 3.Last Name: BENNETr 4.Telephone: 508-896-1706 S.Ext: 6.Email: 7.Signature: DAVID C BENNErT 8.Date: 9/29/2017 (mm/dd/yyyy) 9.LSP Stamp: off' s'c E1ectroni Sea! Revised: 11/14/2013 Page 4 of 6 Massachusetts Department of Environmental Protection BWSC 105 `).,sn•� Bureau of Waste Site Cleanup ' Immediate Response Action (IRA) Transmittal Form Release Tracking Number Pursuant to 310 CMR 40.0424-40.0427(Subpart D) - 26794 F.PERSON UNDERTAKING IRA: 1.Check all that apply: r a.change in contact name r b.change of address W c.change in the person undertaking response actions 2.Name of Organization: GARIC GEVORGYAN 3.Contact First Name: EDGAR 4.Last Name: GEVORGYAN 5.Street: 271 GREAT MARSH ROAD 6.Title: POA FOR PROPERTY OWNER 7.City/Town: CENTERVILLE 8.State: MA 9.Zip Code: 026320000 10.Telephone: 818-599-4431 11.Ext 12.Email: G.RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING IRA: I— Check here to change relationship r 1.RP or PRP rV a.Owner r b.Operator r c.Generator r—d.Transporter r e.Other RP or PRP Specify Relationship: j= 2.Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21E,s.2) 3.Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21E,s.50)) r— 4.Any Other Person Undertaking Response Actions: Specify Relationship: H.REQUIRED ATTACHMENT AND SUBMITTALS: r 1.Check here if any Remediation Waste,generated as a result of this IRA,will be stored,treated,managed,recycled or reused at the site following submission of the IRA Completion Statement.If this box is checked,you must submit one of the following plans,along with the appropriate transmittal form. r a.A Release Abatement Measure(RAM)Plan(BWSC106) r b.Phase IV Remedy Implementation Plan(BWSC108) (" 2.Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s)and/or approval(s)issued by MassDEP or EPA.If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. rV 3.Check here to certify that the Chief Municipal Officer and the Local Boardof Health were notified of the implementation of an Immediate Response Action taken to control,prevent,abate or eliminate an Imminent Hazard. r' 4.Check here to certify that the Chief Municipal Officer and the Local Boardof Health were notified of the submittal of a Completion Statement for an Immediate Response Action taken to control,prevent,abate or eliminate an Imminent Hazard. r 5.Check here if any non-updatable information provided on this form is incorrect,e.g.Release Address/Location Aid.Send corrections to BWSC.eDEP@state.ma.us. ry 6.Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised: 11/14/2013 Page 5 of 6 i Massachusetts Department of Environmental Protection BWSC 105 Bureau of Waste Site Cleanup � Immediate Response Action (IRA) Transmittal Form Release Tracking Number i `t4 Pursuant to 310 CMR 40.0424-40.0427(Subpart D) - 26794 I.CERTIFICATION OF PERSON UNDERTAKING IRA: 1.1, EDGAR GEVORGYAN attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form;(ii) that,based on my inquiry of the/those individual(s)immediately responsible for obtaining the information,the material information contained herein is,to the best of my knowledge,information and belief,true,accurate and complete;(iii) that,to the best of my knowledge,information and belief,I/the person(s)or entity(ies)on whose behalf this submittal is made satisfy(ies)the criteria in 310 CMR 40.0183(2);(iv)that I/the person(s)or entity(ies)on whose behalf this submittal is made have provided notice in accordance with 310 CMR 40.0183(5);and(v)that I am fully authorized to make this attestation on behalf of the person(s)or entity(ies)legally responsible for this submittal. I/the person(s)or entity(ies)on whose behalf this submittal is made is/are aware that there are significant penalties,including,but not limited to,possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. 2.By: EDGAR GEVORGYAN 3.Title: POA FOR PROPERTY OWNER 4.For: GARIC GEVORGYAN 5.Date: 9/29/2017 (mm/dd/yyyy) r 6.Check here if the address of the person providing certification is different from address recorded in Section F. 7.Street: 8.City/Town: 9.State: 10.Zip Code: 11.Telephone: 12.Ext 13.Email: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE.YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE.IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Received by DEP on 9/29/2017 4:40:30 PM Revised: 11/14/2013 Page 6 of 6 I9/29f'2017 eDEP-MassDEP's OnlineFiling System '•" N MassDEP Home I Contact I Privacy Policy MassDEP's Online Filing System Usemame:DAVIDBENNETT Nickname:BENNETTDAVID • a. • • Receipt p N Forms Attach Files Signature Receipt Summary/Receipt print F Exit Your submission is complete. Thank you for using DEP's online reporting system. You can select"My eDEP" to see a list of your transactions. DEP Transaction ID: 956985 Date and Time Submitted: 9/29/2017 4:40:30 PM Other Email : Form Name: BWSC105 Immediate Response Action Transmittal Form RTN: 4-26794 Location: FORMER COMMERCIAL LOT Address: 50 OLD COLONY ROAD, HYANNIS, 026010000 Person Making Submittal GARIC GEVORGYAN EDGAR GEVORGYAN 271 GREAT MARSH ROAD CENTERVILLE, MA 026320000 LSP LSP#: 4303 LSP Name: DAVID C BENNETT Person Making Certification GARIC GEVORGYAN Edgar Gevorgyan Ancillary Document Uploaded/Mailed BWSC-105 Q.1304 - Imminent Hazard Evaluation Doc- Uploaded (IRAC PSS IHE Reference.pdf) BWSC-105 Q,B08 - IRA Completion Report- Uploaded (BEA17-11040 IRAC PSS 9.22.17.pdf) My eDEP MassDEP Home i Contact Privacy Policy MassDEP's Online Filing System ver.14.1.11.0©2017 MassDEP httDs:/IedeD.dei).mass.aov/Paaes/PrintReceiot.asr)x 1/1 ` rr r MAI man iz i z vivo ART. oil it il AM 1 . ixxv� MAI VIVO ply x, vanillin Om rairg` p y 9 3 ANT 3p 3 Z 77 jj��3t � u r \\.:.J NJ CRNA r35 PAT 1171F, tL OHIO Alf MAN Al Talk a1�, 7 out .° - a r { , a F: -1. g i r ( :1 b � . OMAN cams r 1 #r , r x 321 hill Its, ` s� cgs Now ' r 1 nil x7WEVOIANN" OR too:121; ans t F A y g9 ; yA1 - _ x .,, •- Alp 01 WAS 1" � of I WORK" f 1 : a ct >, I yatw ,aravr.o � >g r r zn n E ���qq� a� p p� 9iYtLLlf'i V :�II' STTtUC`TURALEIUGIIVEER 5263 tM'L!E LANE PORT CHARL'Oft,,,"A 33981 TEL,508 328 5544 FAX 941 697 9867 Y September; 21,, 2�17x Garyevriryn so c�l�dz'�ol any 'Road RE :New..lome ConstruCt�on E oun"dat�on �erl:meter' DralCt is ;Cevo'rgy.a11 I This letter shad serve as documentation of° my acre tang of f the Fel�m�nat on of the ,per mete r foundat�on ray n siown on the attached plan for your residence flrawingg"A3.'� Details ": and'F. �rhe el m�:nat .on, of the s;rra nn i 1 .not affe" t the struetu ral perforinarc of the "foundation Y Please callm ; at your convenience",�f you have any questions. ... ( Uery trul y rs, sop, PE, Structural ng nee" ,� 3 I � -� t< u I S��Nfi4 E��j� S �ri�rs E tlBL ^.+S..4k-..s�Y3 _,a--ntsea!YtFltd" +Q ` !` •Vr ili,) 7 .a: V ..,,.��..� .'�bs���.�.......,,,� �,a� _:,.:�..,•.:.� at�. �.,.,...,,,:...aat:,�.,.. x.... . .w«, .,„.,.�.,>m.,.,,.�,.,u-, = na,...:�, ,. `a�-:�.�g,:�.i„'�.. r�..:a�: °"_ __.., a..... BOOKk—n—PAGE_ZI$__ BARNSTABI£PLANNING BOARD !k: RECEIVED ARR RECOT.SU BARTER NYE W APPROM IINOER THE mis na-YIa 1:2Y _ a ENGINEERING& COMMM LAW NP aye S.t -CS - REGISTRY OFOMS a SURVEYING Z ' aNd Lved.-y—nal Engmea FV �J 1 � ono tmw ar.RPmT �- 78 Nor Sb-t-7rd new N1le N) 11R1 ro[GORlmtf _ HP9nnY%MSPPPN RRttR 02901 1pAYl priPAQ lQ1710�E NY®r Y10E OA " 508 Ph—- Z xIBUD ro RD A9RE OmlavaT. ( )7T-7502 :: • FDK- (sae)m-7922 FOR REGISTRY USE ....5 tr-y— W LOCUS M4P . - Sealed1 2OW bTAY rAYP NP:R r u+ W- N�Gr wN P I GENERAL NOTES: . � �,.-� '� f�� } � y'�•�`�`�� +r'�, U nE RIE10 a 9c R.w a m aaE Disler - ^.mw"d PB 539 PO AS IF�IF PIIO IMO L Mm mGIRfD l� PURES.") CONSULTANT • . +.Y'. '9�a PLOP RFP[m1O.`R.W 9lS SD AS ... DOX IIDWFASm p —99P N¢EN RR •^�✓—v��/` £ ��Y �I 3TNFAIUL W 0IN1 CONSULTANT L ..' APPUCLYb GNR MEHORC u1 1)1 m6A1 RYtfll RO:D 1 COSEE UUL W 02R1t . _ - I (4p.5• -O/��(% � OF OARAIJ PREPARED FOR: soon sasox]1e 4r„ .i _ 1 �I Yrlap paa N/F TONN aF BARNOR i y Emd.ror '- Mr.Gard(Oevorgyon 1 ®,eN "1 ";" RA 1 o cps - " �. i° PRarr 9]YG-a - 271 Great Marsh Road PROPOSm LOT 1 SB�O:j. ,�t F )n J ffi.®A TEmP06.rF/rC Centerrine MA OZB32 _ AREMI3.934 SF a+�• SHAPE FACTOR 21 - y A 1mE sEavr NY NT aDl RmpSm RR na PROiDmf..r mnRRm ro aYus+Rr A nnE suRN 9Lxl a PDdOBDD In anDRE YAp]08 PARCEL I19 x/F O 6 m 23] I T S) TIE RAY D CESE 9 F MAN I-OI S SURD,I)EM Fmr AB OM RkDOm —1 BOON IORRS PC DF OIOpO RAOOIro EUTE IRC DEiNOC 9 (y ERD 9U6PND _ SIR CEND DJRIO Yp.11 -T V TO BE RAZED 01�YNIY GNR1 MB®R 10011 W®;plro 7/H/It M I y RDm FEiRU4 ROE NRF IRRVIS Tiro ARP AS ` o � ID(Af 9L rIL 19wED Aq I N9NOm ERST.EP1ILDRID 7J mE l6 M xLT9c iE m1� TO BE R— '^ \ _` ,g n. quo•J \ a Im srx Evmv D�anAnns v, PROPOSED FOR YAP]OR PA 120` ONE STORYNOY BOONPE. _ N/P YEEE ® IN �� yA1 N-.FED f91GNT SR FEET / �. UE 1 PO T— .I 3 IK• �• FOOTP—L=SF. PROPOSED FOR SE, -FAIRLY r - DOPE MOR 11 POt 1 W 0 —-_— J�•SR AS 9A DEp NOTCE. pEyOEN9W AND T.USE � � 1P 2- PNNU 0�N AAMUu RED IEIOIT 153 FELT M—UN FUCTPRBIT I.—S.P. - - 1t1P�/.11.11 `.Q YAP]OB PARCEL 121 1 / PROPOSED LOT 2 AS POt 18A DEO90N AHO N0110E �'J n/T WECE ,/= AREA�19,1.SE" t / 9YPE Rpp111 BOOK=IS2 M 319 11m SHAPE FACTOR R UPLAND)078 SF l.' / 9J nE ROOSiD u1R 9MN IEYEaII Aff 510DCT m p®'10-n[ { DwaomE m:DA:a11m 6 KPEas.YPEN w IDr5.011. V ti .Y, .' _• xv/A1-] xF/A1-z /A1-r vrYNv IFUN E'DoRrOPSTODRRMJ sQiw in�afglim swE R me R `e 7 C YIP ID ]OR PARCEL ITT IO S ARE 9aLLl.T ro muPlwi¢RIIR ALL CplRm9 P DE WR4 1 WME6 EO RANPACE uU7 SY.R. b I• '/Dw� �''c tP.JO. OFF/.R1-1/ Y D. ACRES t 1 W YM]OB PMCF1 21B PROPERTY �NNED // �%/• / ✓"F/"� / CER1�91G -'• /J ACOLEERC KF/AI-9 1-10 _1 / Y "AP JOR PARCEL 116 ]_ OPERAND DELINEATION BY IORI N//FF pO0000 T15 LINE SNONN SCALED @R E TP/A1-12 ..N CIN Y.S..SU OF 9AKTEN CFRTFlGTE 111RE9 APPROYYATSY PROP . �T NYE pmNmRND d SURLt1D1C. PUN BDpf SIB PAGE b •1 ID EC OA19Y URT EE RAY LDIIJOBR SEP9]IBER 19.10r1. ro M RAES YD DT2UW6 O'RE - WF/At-IJ Rt NO OESCmPTp1 ED53 FOR iN4 LP1E .Rm5pM6 O DE[6i I SEE LAND COURT PUN 17595 311,11 f 611E /� •`. SHEET TITLE Approval Not Required SM1"E N.NYIDN."CS Subdivision o/Land EE1 NDANR1a0 D ATE:090.11PA 20 0 20 AO SCALE INFEET SC A LE:f.2R Bk 28917 Po55 'W"'25448 06-04-201°5 a 01 = 32v� 5 Town of Barnstable i Zoning Board of Appeals Decision and Notice Variance No. 2015-001 —Gevorgyan §240-11 Lot Area& §240-7(D) Lot Shape Factor To create two buildable lots for single-family residential use summary: Granted with Conditions Petitioner Garik Gevorgyan,271 Great Marsh Road,Centerville,MA Property Address: 36 Old Colony Road, Hyannis Assessor's Map/Parcel: 306/117 Hearing Date: January 14,2015; February 11,201 . `=•t:.�;^ �- iht?'f . Recording Information: Deed: Book 27536 Page 294 'i1 r7 F ill`, L Plan: Plan Book 539 Page 46 ; d Background & Relief Requested v� In Appeal No. 2015-001, Garik Gevorgyan sought a variance from Section 240-11(E) Bulk 4 Regulations, the minimum lot area requirement of 43,560 square feet and Section 240-7(D) lot shape factor requirements to completely demolish two existing structures and reconstruct two single-family dwellings in conformance with the setback requirements of the zoning district. The N proposal was to divide the 32,010 sq.ft (.73 acres)lot into two buildable lots The subject property is located at 36 Old Colony Road. According to the plans submitted, the parcel is 32,010 sq.ft (.73 acres) in area, inclusive of upland an wetlands.' There is a vegetated coastal bank that runs along the rear of the property: The lot is served by public water and sewer. It is improved with two structures: • A 3,727 gross sq.ft, one-story restaurant building, dating to 1925, with a rear concrete patio. _ The building is set back 5.4 feet from the front property line; within the required 20 foot front. Q yard setback. ' A 1,587 gross sq.ft, one-story, two-bedroom cottage dwelling, dating to 1950. According to the site plan provided, the cottage is partially located within-the layout of Old Colony Road. According to the Zoning Board record, in 1955,the-Town laid out Old Colony Road, a former railroad right-of-way, as a public way and took a portion of the subject property. This taking - resulted in a reduced distance between the buildings and front property line and created nonconformities to the required front yard setback. The Zoning Board record indicates that a restaurant operated on the property since at least 1940. At one time, the principal building housed a restaurant and two apartments. The restaurant operated under several different names over time, finally being known as 'Up the Creek Again". f The property has been before the Zoning Board o Appeals three times: • Special Permit No. 1971-21 —In 1971, the Board granted alSpecial Permit to expand a nonconforming restaurant use in the Residence A District. At that time, the building was being used for a restaurant and an attached two-bedroom apartment. The Applicant sought and was granted a permit to convert the apartment into additional area for the restaurant. 'The parcel is shown on a 1998 Approval Not Required Plan recorded at the l egistry(but without signatures for Planning Board endorsement);it appears that prior to recording this plan,the property was transferred by a deed description. Portions of the lot are shown on,but not the subject of surrounding Land Court Plans(17595). The 1998 Plan depicts the property as two lots. ' i A • j Town of Barnstable Zoning Board of Appeals—Decision and Notice Variance No.2015-001—Gevorgyan ` Variance No. 1974-37— In 1974, Board granted relief to all w for a 600 sq.ft expansion of the restaurant within the required front yard setback. The applicant applied for both a special permit and variance, but it appears that the Board issued the relief as a variance. o Special Permit No. 2014-021 —The Applicant sought to change the non-conforming use of the property from a restaurant to a multi-family use. -The const%uction of two three-plexes was proposed. The Board denied the application, finding that it did not fall within a category specifically excepted in the ordinance for grant of a special permit because the preexisting nonconforming use of the property for a restaurant has been lost on account it had not been used for three years. Procedural& Hearing Summary Appeal No. 2015-001 for a variance from Section 240-11(E) Bulk Regulations, the minimum lot area requirements and Section 240-7(D) lot shape factor requirements to divide the parcel at 36 Old Colony Road, Hyannis into two, buildable lots for single-family residential use was filed at the Town Clerk's Office and office of the Zoning Board of Appeals on December 12, 2014 and the application was amended on December 17, 2014. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened January 11, 2015 and continued to February 11, 2015 at which time the Board found to grant the variance subject to conditions. Board Members deciding this appeal were Craig Larson, Alex Rodolakis, George Zevitas, David Hirsch and Matt Levesque. On January 11 th, Attorney David Lawler represented the applicant before the Board. Also present was Matt Eddy, Managing Partner from Baxter Nye Engineering. Attorney Lawler provided a history of the lot and reviewed the lapse of.the.nonconforming commercial use on the property. He reviewed the previous application before the Board for six units on the property. He discussed the relief requested. Attorney Lawler reviewed.the negotiations with neighboring property owners and presented a copy of proposed private covenants that would guide development on the lot. He discussed the size and style. of the two proposed dwellings. He discussed the use and arrangement of structures currently on the lot.and pointed out the presence of wetlands. The Board confirmed the development would be on Town water Ian sewer. The Board and the applicant discussed the private covenants as they related to Ithe Town's interest and ability to enforce. The Board and the applicant reviewed details of the 7oss square footage, footprint, and building height. Public comment was requested. Attorney Ron Jansson, representing several abutters, spoke in favor of the two dwellings with the restrictive covenants. The 30 year duration of the covenants was reviewed. Attorney Jansson stated the development, including the proposed lot sizes, would be in keeping with the neighborhood and not detrimental. The Board, the Applicant and Attorney Jansson discussed the financial hardship of removing the existing structures on the lot and restoring the property to single-family residential use. Peter Crpssen and Jerry DiPalma spoke in favor of the application. The application was continued to allow for the submission of more detailed house plans and to clarify the size and height of the proposed dwellings. On February 11th, the hearing was reopened and Attorney Lawler presented the proposed house plans to the Board. He discussed the size and height of the, proposed dwelling relative to the zoning regulations. There was no additional public comment. Page 2 of 5 9 Town of Barnstable Zoning Board of Appeals—Decision and Notice Variance No.2015-001—Gevorgyan Findings of Fact At the hearing on February 11, 2015, the Board unanimously made the following findings of fact for Appeal No. 2015-001, a request for a variance from Section 240-11(E) Bulk Regulations, the minimum lot area requirements and Section 240-7(D) lot shape factor requirements to divide the_ parcel at 36 Old Colony Road, Hyannis into two, buildable lots for single-family residential use: 1. In Appeal No. 2015-001, Garik Gevorgyan has applied for a'variance from the one-acre minimum lot area requirement in the Residence B Zoning Di trio(§240-11)to divide one lot into two, buildable lots for single-family residential use. The )roposed lots would consist of 13,943 square feet and 18,076 square feet of upland. The applicant also seeks relief from maximum lot shape factor requirements(§240-8D)for one o the proposed lots. The Applicant is seeking to demolish all existing structures on the property and redevelop the lot with two single-family dwellings. I i 2. The property is located at 36 Old Colony Road, Hyannis, MA as shown on Assessor's Map 306 as Parcel 117. It is zoned Residence B. 3. There are circumstances related to shape or topography of such land or structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located. The lot is developed with two existing str' ctures, one which formerly housed a nonconforming restaurant and one cottage locatec partially within the road layout. The lot is also irregularly shaped and impacted by wetlands. 4. A literal enforcement of the provisions of the zoning ordinance would involve substantial hardship,financial or otherwise to the petitioner. The restori tion of the property to single- family residential use will require the removal of the two existing structures and associated site work. The ability to develop two dwelling units on the properlty will finance this work. A literal enforcement of the Code would only allow for one dwelling, making the restoration of the - property to single-family use financially prohibitive and resulting in a hardship to the applicant. 5. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. The property will be divided into two lots comparable in size to surrounding properties,and • . developed with single-family dwellings similar in character to nearby homes. The proposal - eliminates a commercial structure and a nonconforming structure and will result in two , dwellings which are harmonious with the neighborhood. The vote to accept the findings was: AYE: Craig G. Larson,Alex M. Rodolakis, George Zevitas, David A. Hirsch, Matthew Levesque , NAY: None Decision i Based on the findings of fact, a motion was duly made and seconded to grant Appeal No. 2015- 001, a variance from Section 240-11(E) Bulk Regulations, the minimum lot area requirements and Section 240-7(D) lot shape factor requirements, subject to the following conditions: _ 1. Relief from the one-acre minimum lot area requirement of the RB District and the lot shape factor requirements of Section 240-7(D) is granted to allow the property at 36 Old Colony Road, Hyannis to be divided into two lots with 13,934 sq.ft and 18,076 sq.ft of upland area, respectively. Lot 1 shall have a lot shape factor of 24. -2. The lots shall be configured as shown on draft_plan,entitled"Layout•Plan.-36 Old Colony (Road"dated"(last revised) January2, 2015, draa�m and stamped by Baxter Nye Engineering • Viand Surveying. Page 3 of 5 . F I Town of Barnstable Zoning Board of Appeals—Decision and Notice Variance No.2015-001—Gevorgyan i 3. An Approval Not Required plan shall be prepared based upon the plan referenced in Condition No. 2 and in accordance with Chapter 801 Subdivision Regulations, Article IV Approval Not Required Plans. The plan shall incorporate a reference to this variance and notation that the lots are subject to compliance with all con itions of the variance. 4. The ANR plan shall be submitted to the Planning Board for endorsement and thereafter recorded at the Registry of Deeds along with the recording of this variance. Copies of the recorded ANR plan and this decision shall be submitted to Jhe Zoning Board of Appeal's file for this variance to be in effect. 5. Lots 1 and 2 shall be for single-family residential use in accordance with zoning. 6. The dwelling on Lot 1 shall be a one story,three bedroom home with a maximum height of 26 feet to the ridge, a footprint of no more than 2,200 sq.ft and a living area of no more than 2,200 sq.ft. The dwelling on lot 1 shall be substantially consistent with the attached sample elevations entitled "Hunter Elevations" dated January 22, 2015. 7. The dwelling on Lot 2 shall be a two story, up to a four bedroom home,with a maximum height of 22.5 feet to the plate and 35.5 feet to the ridge, a footprint of no more than 1,900 sq.ft and a living area of no more than 2,500 sq.ft. The dwelling on Lot 2 shall be substantially consistent with the attached sample elevations, untitled, dated January 22, 2015-. 8. The dwellings shall be connected to sanitary sewer. 9. The 5 foot sidewalk and granite curbing along Old Colony Road shall be installed and/or repaired along the length of the frontage and constructed to match existing conditions. Two 24' curb cuts shall be permitted as shown on the plan refer need in Condition No. 2. 10. Areas outside of the footprint of the dwelling and driveways�shall be restored to a traditional residential lawn or landscape areas as required by the Cony ervation Commission. 11. Dwellings shall conform to setback requirements of the RB District.: 12. There shall be no further division or reconfiguration of the I is without approval from this Board. 13. If the variance and Approval Not Required(ANR)plan have not been recorded at the Barnstable County Registry of Deeds within one year from the date of issue of this variance, this variance shall expire, unless extended by the Board. _Recording the ANR plan shall constitute exercise of this variance. The vote was: AYE: Craig G. Larson, Alex M. Rodolakis, George Zevitas, Dav d A. Hirsch, Matthew Levesque NAY: None .r Ordered Appeal No. 2015-001, a variance from Section 240-11(E) Bulk Regulations, the minimum lot area requirements and Section 240-7(D)lot shape factor requirements to divide the parcel at 36 Old Colony Road, Hyannis into two, buildable lots for single-family residential use has been granted. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice , of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty days after the date of the filing of this decision, a co ie filed in the office of the Barnstable Town Clerk. g Larson, Chair M; Date igned } page 4 of 5 i Town of Barnstable Zoning Board of Appeals—Decision and Notice h Variance No.2015-001 —Gevorgyan " ' I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable Count, 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 office of the Town Clerk. . Signed and sealed this / day of 20 maunder the pains and penalties of perjury. Ann Quirk, Town 6lerk e� Pagc 5 of 5 Town of Barnstable �ZME t Regulatory Services Richard V. Scali,Director SZAB Building Division BARft.,:' MAS ana s rie�•1u0.5�@8111L'i63�, �� Paul Roma, • Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us june 1, 2017 Mr. Gevorgyan A &A Building and Remodeling Inc. 17 Balbour Rd. Unit K Chatham, MA 02633 Re: 50 Old Colony Rd., Hyannis, MA, application numbers B-17-1293 & B-17-1292 Dear Mr. Gevorgyan, This letter is to inform you that your permit remains incomplete. The plans submitted are found not to be in compliance with the ZBA variance (2015-001). The proposal does not comply with ZBA conditions 7 and 12. The style of home submitted for permitting is a ranch. The plan approved by the Zoning Board is a 2 story dwelling. It is my understanding you have been in discussions with Growth Management. Once you have obtained written approval from the Zoning Board/Chair specifying the revisions and corresponding site plan, we can move forward with your permit request. Sincerely, Paul K. Roma Building Commissioner Town of Barnstable 508-862-4030 f I Bk 28917 Pry 69 �:25�4r49 06--04-2015 of OI s 32P DECLARATION OF RESTRICTIVE COVENANTS Agreement entered into for the imposition of restrictive covenants on a certain parcel of land currently known as and numbered 36 Old Colony road, Hyannis, (Barnstable) Massachusetts currently owned by Garik Gevorgyan (hereafter "covenantor") and abutting land owners to said parcel, Gerald A. and Lisa M. DiPalma of 194 Gosnold Street, Hyannis (Barnstable) Massachusetts, David J. Meece, Kathleen D. Meece of 186 Gosnold Street, Hyannis (Barnstable), Massachusetts and Daniel A. Meece of 180 Gosnold Street, Hyannis, Massachusetts Hyannis (Barnstable), Massachusetts (hereafter t_ "covenantees' . ~ 00 RECITALS a a 1. Covenantor is currently the owner of the premises currently known and numbered 36 Old Colony Road, Hyannis, Massachusetts (hereinafter "the premises'j. The premises are fully described in a deed from Financecgre LLC to Garik Gevorgyan dated July 10, 2013, and recorded in the Barnstable County Registry of Deeds in Book 27536 Page 294. Said property is further described on a plan entitled "Plan of Land in (Hyannis) Barnstable, Mass. •prepared for John Mlncieli, et ux, scale 1"=30', dated January 23, 1987, revised February 3, 1998, prepared by John Milne, R.L.S., All Cape Engineering, said lot being!depicted as containing 33,421 square feet +/- and being recorded in Plan Book 539 Page 46 of the Barnstable County Registry of Deeds. 2. The premises are currently occupied by two vacant buildings, one of which is an , abandoned restaurant formerly known as "Up the Creek", whose non-conforming use status has been lost. IBk 28917 Pg70 #25449 r 3. The premises were the subject of Special Permit Application #2014-21 before the Barnstable Zoning Board of Appeals, which application was denied by said Board on June 25, 2014. 4. The covenantor.is now seeking to divide the premises into two separate lots, constructing thereon a single family residential dwelling on each proposed lot. In order to do so, the covenantors will need the approvals of the Barnstable Zoning Board of Appeals, the Barnstable Planning Board and other Town.of Barnstable Departments. 5. The covenantor has sought and received the support of the covenantees to this development provided the hereinafter restrictions are imposed on the premises. 6. The covenantees are the owners of property directly abutting the premises as follows: a. 194 Gosnold Street, Hyannis (Barnstable), Massachusetts—Gerald A. and Lisa M. DiPalma; b. 186 Gosnold Street, Hyannis (Barnstable), Massachusetts — David I and Kathleen E. Meece; c. 180 Gosnold Street, Hyannis (Barnstable), Massachusetts - Daniel A. Meece. NOW, WHEREFORE, in consideration of the sum of one dollar, paid by each of the parties hereto to the other and for other non-monetary consideration, the receipt of which is hereby acknowledged the covenantor, hereby agrees with the covenantees, their heirs, devises, legal representatives and assigns to restrict the premises as follows: 1. The premises shall be divided, upon approval of the Town of Barnstable Planning Board and Zoning Board of Appeals, into not more than two lots. Lot 1 shall be 13,934 square feet and Lot 2 shall be 19,413 square feet as shown on.a certain plan of land prepared by Baxter Nye Engineering & Survey dated September 3, 2014, last. revised 1/5/15. Project title: 36 Old Colony Road, Hyannis, MA 02601. Sheet title: Approval Not Required subdivision of land. .-Sheet no: ANR 1.0, which plan is to be recorded herewith. 2. No structure shall be constructed on either lot other than a single family residence. 3. No structure shall be constructed and maintained on Lot 1 other than a one story, residential structure of not more than three bedrooms. A one story two car garage may also be built thereon. No use shall be allowed on Lot 1 other than that of a single' family residence. Bk 28917 Pg71 #25449 4. No structure on Lot 1 shall be erected any closer than twenty (20' feet from the south eastern boundary line ("MAP 306 PARCEL 119 N/F DIPALMA') of the covenantee's existing boundary line. Said structure shall not exceed 26 feet in height from the ground to the ridgeline. 5. The total square footage of any such structure on Lot 11 shall not exceed 2,200 square feet inclusive of any garages. This specifically excludes decks, porches, attic and basement. 6. A six foot (61 high, 45.53+/- feet, white vinyl fence shall be constructed and maintained on Lot 1 along the covenantees eastern boundary: "S 14*3456" W 238.12' TD; MAP 306 PARCEL 120 N/F MEECE" by the- convenantor, at no expense to the covenantees as a privacy screen. This shall be subject to Conservation Commission approval. The covenantor, his successors and assigns agree to maintain said fence in good repair and condition for the duration of this covenant. 7. No structure shall be constructed and maintained on Lot 2 other than a single family residential structure. No use on Lot.2 shall be allowed thereon other than that of a single family residence. 8. The restrictive covenants set forth herein shall remain in effect for thirty (30) years from the date of recording as is provided under Massachusetts General Laws Chapter 184 § 27 and shall be included or referenced in each and every deed of any portion of the premises for the duration of these restrictions.. 9. The provisions contained herein shall run with the premises and bind the owners of the premises, as well as their heirs, devisees, legal representatives, successors and assigns. 10. The restrictions contained herein shall be enforceable by the covenantees, their heirs, devisees, legal representatives, successors and/or assigns. Any individual covenantee may institute legal proceedings at law or in equity either to restrain the violation or to recover damages against any person violating or attempting to violate the provisions herein. 11. The failure of any of the covenantees, their devisees, heirs, legal representatives, successors and/or assigns to enforce any provision herein shall not be deemed to be a waiver of the right to do so hereafter as to the same breach or to one occurring prior or subsequent thereto. 12. If'any provision hereof or the application of any such provision to any person or circumstance shall be held Invalid, the remainder of this declaration or the application of Bk 28917 Pg72 #25449 ,such provision to persons or circumstances other than those as to which it is held invalid, shall not be affected thereby. In witness whereof, the covenantor, has executed this document as an ' "Ument under seal on this9tay orT, ,,,.� , 2015. Garik Gevorgyan COMMONWEALTH OF MASSACHUSETTS Barnstable, ss January , 2015 ,2ol'< On this � day of. , personally appeared before me Garik Gevorgyan, who proved to me through satisfactory evidence of identification, to wit, ,2 to be the signer of the foregoing document, and who acknowledged the foregoing to be his free act and deed, before me.. 0 oww90 'ti Notary Public = ,; � My Commission Expires: 0:0 - n' I::n 0: WiH 3N�; BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register Town of Barnstable p 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit PP g Application No: TB-17-961 Date Recieved: 4/7/2017 Job Location: 576 MAIN STREET(HYANNIS),HYANNIS Permit For: Building-Sign Contractor's Name: State Lic. No: Address: , , Applicant Phone: (Home)Owner's Name: BOGLE,EDWARD C Phone: (Home)Owner's Address: 255 MONOMOY CIRCLE, CENTERVILLE,MA 02632 Work Description: 11 sq ft sign for tibetan mandela Total Value Of Work To Be Performed: $0.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: 4/7/2017 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $0.00 1 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $50.00 4/7/2017 $50.00 3328 Check Total Permit Fee Paid: $50.00 i f Y RX e d F' OPI. A { + +s .,�• ,j {' AAA /'/K///\. s 4r' YY'r/-^ j r�a q ���'�s 7 ri �' 1t t "` ""�+4� ,Z� ��F x+'r4x ',� ir v r� '�F��x�.,� a �a�'.�� � �•��a�nfl�h�1�"r�'����r���� `�'��*^+� 4 � ,4. .."Y`' -.t aM -kr tr �r s �' a ,�" rVr�w b�.• a s 1y.i F ar i i U�5:.. 4.'�if,7- t �••F. yC` f yy rvyW �,lr-r�-h pJ Y� }. 'a'� �txr�ivF A'�',�, ,� K �}�m (,(� }$ a,�»"' J'4'4 Y4�lr-,�'. man " YtSrltlY 5 V" 'k �io _ lFx�.��.�"J3c �1ysn z sr z '" g a � r>i1q � tb k,tf�' �,k-�` �,1� + '�{ •i'��^ d or � �� a Ore i .iU ^C wr k<y � I Message Page 1 of 2 Herrand, Karen From: Buntich, JoAnne Sent: Monday, July 25, 2016 11:21 AM To: Herrand, Karen Cc: Brigham, Anna Subject: RE: ANR incorrect plan recorded -36 Old Colony Rd., Hyannis Map/Par 306/117 . We need to review the ZBA decision.Anna are you able to get to this? Does the new plan have the same citation as the approved.ZBA plan? If so it should be ok If not there is a process... Jo Anne Miller Buntich, Director ,. GROWTH MANAGEMENT OtPARIMW Town of Barnstable 1367 Main Street I Hyannis,Ma 02601 p 508 862 4735 I e-mail Joanne.buntichC�town.barnstable.ma.us Website I Business Barnstable I HVArts I Barnstable iForum From: Herrand, Karen Sent: Monday, July 25, 2016 11:19 AM To: Buntich, JoAnne Subject: RE: ANR incorrect plan recorded - 36 Old Colony Rd., Hyannis Map/Par 306/117 The wrong plan got recorded. They did go to ZBA first, I just forwarded this email to Carol, she,is familiar. The ZBA decision does cite a specific plan. -----Original Message----- From: Herrand, Karen Sent: Monday, July 25, 2016 11:17 AM To: Puckett, Carol Subject: FW: ANR incorrect plan recorded- 36 Old Colony Rd., Hyannis Map/Par 306/117 -----Original Message----- y From: Buntich, JoAnne Sent: Monday, July 25, 2016 11:14 AM To: Herrand, Karen; Brigham,Anna Subject: FW: ANR incorrect plan recorded - 36 Old Colony Rd., Hyannis Map/Par 306/117 Do they want a new plan endorsed? Did they got to ZBA first? Will they have to go to ZBA again? Does the ZBA decision cite a specific plan?., Jo Anne Miller Buntich; Director GROWTH MANAGEMENT igMV DEPARTMENY Town of Barnstable 1367 Main Street IHyannis,Ma 0260y p 508 862 4735 I e-mail Joanne.buntich@town.barnstable.ma.us Website I Business Barnstable I HVArts I Barnstable iForum 7/25/2016 N(A II AU11 s x.'!)N I![.A AN .o�ae...... aarB otl ,� ' Am uaIXV� m J�Vii n � e I lll �e W Z 10910 VW`sluusRp 1� " eo� _ � v yey P tl Auo 109 PIO 9E �m W H U €�� o o =NCl . B1111103fOtld �ji { III t t $a Q g xx� attic „ a � 1 R W t r � R _ b 8 e 9 a Q e b i5 19 - r e a Millarry tea•^, / F Y 9a� e J.. \ Y / .dld BIB'' u�Ta�LL 2,5 logo S3 Evil fie+ ypgE$ o yF flfl" x�4� �b Sa6bEw� E f � l6/W C. LICENSE OR PERMIT BOND BOND NO. S-8581.69 KNOW ALL MEN BY THESE PRESENTS THAT WE, garik gevorgyan of 50 old colony road Hyannis. MA 02601 as Principal, and NGM Insurance an ComFlorida corporation with its principal p Y a for F office at 4601 Touchton Rd East Ste 3400 Jacksonville, FL 32245-6000 as Surety, are held and firmly bound unto Town of Barnstable in the sum of Three Thousand and 00/100 Dollars ($ 3,000.00 ), for the payment of which sum, well and, truly to be made, we bind ourselves, our personal representatives, successors and assigns,jointly and severally, firmly by these presents. The condition of this obligation is such, that whereas the Principal has obtained_ , or shall obtain, a license or permit from the Obligee for road bond at 50 old colony road, Hyannis ma 02601 for the term commencing on the 4th day of May 2017 and ending on the 4th day of May 2018 NOW, THEREFORE, if Principal shall faithfully observe and comply with all terms of the underlying license or permit, and all Ordinances, Rules and Regulations, and any Amendments thereto, applicable to the obligation of this bond, then this obligation shall become void and of no effect, otherwise to be and remain in full force and virtue. The Surety may, if it shall so elect, cancel this bond by giving thirty (30) days written notice to the Obligee and the bond shall be deemed canceled at the expiration of a0d, period; the Surety remaining liable, however subject to all the terms, conditions and provisions of this bond, for any actor acts covered which may have been committed by the Principal up to the date of such cancellation. PROVIDED, HOWEVER, that this band may be cpntinued from year to year by certificate executed by the Surety hereon. Regardless of,the number of years or terms this bond remains in effect, and regardless of the number and amount of claims that may be made, the maximum aggregate liability of the Surety is limited to the penal sum of the bond. SIGNED, SEALED AND DATED on this 4th day of May 2017 garik gevorgyan sy garik gv. gyan NGM In_ ra ^i=1' Cbn y 1 : attorney m Fact;; • � � PAI)±,F"SQ 4EGEI„ w Asa C s {4 a cr ' ... ... .... .... :: u ..::.. Sx• b< A t�onlg ' ......: .:: ...:: '..:.._ .... C Y a ::.. .. .:: ... f . y ... .... ." is December l9,2016 50 Old Colony Rd 14V}a1111IS,11!fA . + 3 1 1 5 To Whom'It May Concern g . .. _. .. x j L f. RE.50 Otd C616fik Rd .HyaMk.MA 4 �: v..� � _. .PPS � P . �' This letter is to confirm that we have cut'and ca ed the natural sernce on io at the address above i can be reached directly.,at 508-760 7484 sh6 l&there,be any:further,questions � r Patti V1/eldon nationalgnd Sr Sales Rep Complex;Gas Connections 1 12T White's Path, 4 S Yarmouth,MA. 02664 . . s - .. 508 60,7484 desk 508400 50, cell �3 508-394-1109-Fax an atria Weldon a national d com .-. .. ... ... ... ..: E ..: ..:. .:. .. 1 ..: .. : ': per, ? S .. ......: .a .... +n 'F k N .... .. T. x. .. .. ..•. 5„ �:. < :. :: ... y. ✓i.'. b . .. .. ........ ....... .....- .. ....-.. ... v. r i Y 1 .. :. ._ �z. a- ...... ......: ...::: -. .... x: One NSTAR We EVERS URCE Westwood Massachusetts 02090 ENERGY April 11, 2016 ^Garik Gevorgyan 50 Old Colony Rd, Hyannis, Ma, 02601 5 RE: 50 Old Colony Rd, Hyannis, Ma 02.60 r~ E Dear Garik Gevorgyan At Eversource, we're committed to delivering reat.:service. This letter serves as confirmation that, as of 04/11/16,the electric service to 50 f Old Colony Rd, Hyannis, Ma 02601, has.been removed:. t Based on this information, there is no electric power at this.address and,you may proceed with the demolition.' If you have any questions, please contact:me at (888) 633-3797. Sce Y, � • har aine Fortes Electric:Services:Support:Center olP Department of Public Works 47 Old Yarmouth Rd. Qi► Water Supply Division P.O.Box 326Hyannis,MA. BARNSTABI�; +`r 02601-0326 MA88. TEL:508-775-0063 1639. h1 Hyannis Water System Operations FAX:508-790-1313 �D Mp► April 26,2017 Town of Barnstable Building Inspector Town Hall ' Hyannis,MA 02601 Re: #36 & 50 Old Colony Road—Map/Parcel# 306-117 Dear Sir: Please be advised that the above water services were cut& capped at the main on April 26, 2017. The owner has informed us that they are demolishing the building. If you have any questions,please call the office at(508) 775-0063. Sincerely, Jayne Starck Hyannis Water System r Town of Barnstable Department of Public Works 382 Falmouth Road, ,Hyannis MA 02601 MAW www.engineering@town.bamstable.ma.us Office : 508 —790—6400 ext 4935 Fax : 508 —790 - 6406 April 26 , 2017 Subject : Disconnection from Municipal Sewer of 50 Old Colony Road ; Hyannis Map & Parcel 306 -.117 - 01 Dear Sirs; This is to notify that the property at 50 Old Colony Road ( Map & Parcel 306 - 117 - 01 ) in Hyannis village Mass was disconnected , from municipal sewer on April 24th , 2017. The disconnection was inspected and accepted by the Construction Projects Inspector from.the Town of Barnstable DPW - Admin & Tech. Support office. If you have any questions, or need additional information, please call Dave Anderson at 508 790 - 6244. Sincerely• avi J Anderson Town of Barnstable DPW Admin & Tech Support ,b�assaChuls$tte.d�,epa;-tment at d��blic sa��ty pqa d ref 8uiddfog Reg'ujjAdans,,anci$ rider.ds' G011&#`LfL�t(Qr1 Sltpni'VfSO.': � .. OEM*:d11#>sdi.0 di S M.$$ : �' 'YNHd'tM'I�dA 4�767 �ammisffiian2�• �912#i12b1$ I r��K• :Y)l�1�CtdRtM.lJ��r.�d"%fHri3ufrfla 'f/.3 . LNRac' Caefau+noY AHalrs;&Buelneas gspu�Noei. j E iN[A9 C11 Mf711 Ct11iTRACTOR ge#jd ration wsddd#or drsdlvicdusi,u�a at6 �1L St enrCwd be#t+r®tlte axpfl�ldart date d�ivund reium 4D Oflit®o#Consur»er drs arsd"Buslness,itsgit#ativn t,�:tr-�s 80�ttiisnr ARA.�i26 a��d3uwsd�.�d�rn�:G�ntic M " G�ORCiESiLN�dflPi' �R� ; ;i7 6ALFOUR,LAlJE�idC x � VR�Rt9 FR9�1��1 i CHATMK MA 92 U der F l ti t s r I . i I II • f Ii 1 i i ® DATE(MWDt`ifYYYY) CERTIFICATE OF LIABILITY INSURANCE 3/1412017 THIS CERTIFICATE )S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO-RIEHTS UPON THE'CERTIFICATE HOLDER,THIS CERTIFICATE DOES' NOT AFFIRMATIVELY OR NEGATIVELY AMIEND, EXTEWD 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'CER-nF,ICATE HOLDER:: IMPORTANT: If the:certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,sutsect to the terms and conditions of the policy,certain policies may require an endorsement A staternent:on this certificate does not confer rights to the certificate holder in lieu of such,endorsement(S) PRODUCER CONTACT Catherine Murray CIC The Oceanside: lnsurance Group PRONE (508)398-2292, :FAX (508)760 2211NO.FAIII E-MAtL. cPatiYiEtrine@odeansideiinmv ance.com AtN}RE§S: PO.$OX 38 INSURER(S)AFFORDtNG COVERAGE ., AIAIC West Dennis MA 02670: INSURER Evanston Ins Co INSURED INSURER a-Aa66ciated L lovers Ins Ca: A & A Building & Pemodeling-, .Inc: INSURERc. � PO.BoX 16,67 INSURER:D�_. INSURER E _ -- South Dennis MA- 02660 .. ._ INSURERF, COVERAGES CERTIFICATE NUMQER;q*,,731004915 REVISION NUMBER Tl+B IS TO CERTIFY THAT THE POLICIES OF IIJSURANCE:.LISTED:BELOW HAVE'BEEN ISSUED TO THE INSURED"NAMED ABOVE FOR THE POLICY PERIOD INDICATE.): NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER:DOCUMENT WITH RESPECT TO WHICH TI?IS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSi1RA0CE AFFORDED BY:THE POLICIES DESCRIBED HEREIN,IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITt6N5 OF-SUCH POLICIES.LIMITS'$HOWN.',MAY HAVE BEEN REDUCED BY PAID:CLAIMS: INSR, ;.. S., R : POLICY EFF"" POLICY EXP :• - - —� TYPE OF INSURANCE Y'N MMR, Amw I LWITS X COMMERCIAL GENERAL LIAMOTY EACH OCCURRENCE $ 1,000 009 I I D —�— A CLAlMS-MADE QCCUR� DAMAGE-TO PREA E RENTE 1fld OflO gcotTErtgn�eJ_ -- X 3C41886 f 3/9/2017 3l91201@ MEDEXP( ''one person). I5 5,0001 . PERSONAL&ADVINJURY: 's... 1,O 0 Oo 00� GEN'LAG.GREGATE LIMIT APPLIES PER GENERALAGGREGATE 2,0`J0,0001 �OTHEW MBINED POLICY.OjE �'€OC PRODUCTS-COMP/OP AG SINGLE:LIMIT AUTOlt081LE0WABIGTY i E LE 8'ODILYINJURY(Per p rson)ANY AUT 5 ------i ALL OWNED SCHEDULE17 I BODILY INJURY,(Peracctlent) S 1 AUTOS AUTOS -- HIRED AUTOS. NON-0WNE6 E. PROPERTY DAMAGE AUTOS:.' Per eaadent" $ It UMSRELIA LIAI0 EACH OCCURRENCE. OCCUR` { CE.- F.XCES5LIABHWIM9.MADE i r"-------:.-�•.-- A ? € AGGREGATE $. DEb:. "X RETENTIO S 5 000 '. MKIV11±tr31006$4 3/S/2017 3/0/2018 $. WORKERS:COMPENSATION 1 S*R X O :AND EMPLOYERT UASILITY '!%N UT: "R j ANY?ROPRIETORIPARTNERIEXECUTIVE a LE.L.EACH ACCIDENT OFFICERiMEM@ER EXCLUDED?.' .. d B_ '(A/landatory In NH) WCC=500,5.0128]3-201)A- 1/1@I�0,17 I j18(2018 �E6.DISEASE=.EA EAdPLOYE S 1 fl00 000 2 If Eyyes.describe uner„d :. OSCRIP,TION OF OPERATIONS:below L.E; DISEASE POLICY.LIMIT $ 1 000 O,0 . _ . DESCRIM ON OF OPERATIONS I LOCA7IANS i VEHICLES(A (to 10t,A ltlitionat Remarks 8 dule may,be attached,IP more space 1i requ i Insurance coverage'is limited to-ethe termer. 'concLitlons,. OX[UsiOnsr ether,,liu tatitiris anc3 endorsesrcent of the polity. Nothing contained iii the aertificatie of insurance shalt b+e deemed to shave altered; tdaxred, or extended the coverage,provi dell>:by the.policy provisions. CERTIFICATE.HOLDER CANCELLATION r t. SHOULD ANY OF THE ABOVE DESCRIBED PQLICIES:IaE CANCEL.LEQ BEFORE I THE :EXPIRATION DATE THEREOF NOTICE WILL. BE DELIVERED IN t ACCbRDANCE WITH THE POLICY PROVISIONS. AUTHGRRED REPRESENTATIVE [ F C Barber, CZC/mc 41988-2014 ACORD CORPORATION. All tights resetred. ACORD 25(2gt4/q ), The:ACORD natne::and Iogo are registered marks of.ACORD 1NS(I2$t9t}74011 ,+ - ............ _._..., ..,..._ ..,. .. __......._ .._...,... Town of Barnstable Regulatory Services Richard V. Sca14 Director. &619. ` Building Division. PanI Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barustable.maxs Office: 509-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder 6LV0-9 Sy4 ,as Owner of the subject property, hereby authorize A9 R 6 UAL P/d 6 A,1/2 REM 0/2,r[/Ai 6 A/c to act on my behalf . in all matters relative to work auffiorizedr by this building permit application for. SV 0 t 1) cot 0WY ko qo,. 1'YAMM15i /h/I, D 2.6®/ . L (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 inspections are performed and accepted. Signs_ e o er Signature of Applicant Gil✓' 6/"110,6'14,1 AgaLC �Kc i'`el.�to`��i11�ly Y' Print Name ' Print Name s Date QYORMS:ownPERMISSioxPoors Town of Barnstable , Regulatory Services pIFTHE Richard V.Scali,Director Building Division t R�4NQT�xr_e' : Paul Roma,Building Commissioner MAM 1639. 16 200 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 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. DEF=ON 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 Note: 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 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 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:\WPFU-ES\FORMS\building permit forms\EXPRESS.doc 06/20/16 The Commonwealth ofMassachureffs Department oflndustrialAccidenfs Office of Investigations T 600 Washington Street Boston,MA 02II1 www.massgov/din Workers' Compensation Insurance Affidavit B.niiders/Contractors/EIectricians/Plmmbers Applicant Information Please Print Legibly. Name(Bussmessiorgani ion/individual): 8 6�F {��U%l�!'/I cr y y( /IC e[/blBc(/PiC/'yi�4 /M[' Address: /I ga-dour, A vl lj yti f City/State/Zip: CACLfk ' IV A Z.6'3 3 Phone#: -S-G F- )-tF0- 19 f-3 • Are you an employer?.Check the appropriate bog:. Type of oject(retpured): 1.[�I am a employer with_ y 4. I am a general contractor and I i 6. aNew construction - employees(full and/or part-time).* have hired the sub-contractors 2.El I am a sole proprietor or partner- �on the attached sheet 7. ❑Remodeling ship andhave no employees These sub-contractors have 8. amolition' working for me in any capacity, employees and have workers' in�r�nce� 9. ❑Building addition [No workers f comp. sumnce 'comp. required.] 5. We area corporation and its I0.0 EIectrical repairs or additions 3.Elo I am a homeowner doing all work ` . fficers have exercised their 11.❑Plumbing repairs or additions myself[No workers'camp. _ right of exemption per MGL 12.0 Roof repair insurance required]t c.152,§1(4),and we have no ' I3.❑Other employees.[No workers' comp.Jusurancerequired] *Any applicant that checks box 41 mast also M out the section below showing their workers'compensation policy infomia ion. t Homeowners who submit this affidavit indicating they are doing all work and then him outside contractors mast submit a new affidavit indicating such. tConfractnrs that check this box must attached an additional sbeot showing the name of the sub-contractors and slate whcfhcr or nottbose entities have employees. If the snb- infractors have employees,they must provide the"n workers'comIx policy m rn ar. [am an employer that isprovidng workers'compensation ursu ancefor my employees. Below is thepolicy a djob site info MuL on_ Insurance Company Name: 1— y&V 60 irle Cb Policy#or Self-ins.Lie. 19113—2,6 1 Expiration Date: y 1 L9 Job Site Address: -no od (�q(tqA S; rij City/State/Zip: /`t 241[n11S ,f ) oao/ij . Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A ofMGL c.152 can lead to the imposition of criminal penalties of a fine up to$1,500.00-and/or one-year imprison ate 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 DU for insurance coverage verification. I do hereby certify undepthepains and penaftha of pnywy that the information provided above is trice and correct Si e: Date: VA. / Phone# Official use only. Do-not write in this area;to be completed by city or town off uiaL Issuing Authority(circle one): I.Board of Health 2.BuiildmgDepartment 3.Cify/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 regaires all employers to provide workers'compensation for their employees. . Pursuant to this statrne,an employee is defined as"...every person in the service of another under any contract of hire, li express or imped,oral or written_" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states.that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant Who has not produced acceptable evidence of compliance with the hism-ance coverage required." Additionally,MGL chapter 152,§25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work untzl acceptable evidence of compliance with the insurance reguirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certif cate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are.not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required_ Be advised that this affidavit maybe submitted to the Department of Industrial' Accidents for confirmation of insurance,coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is beiagrega-estf-A not the Department of Industrial Accidents. Should you have any questions regarding the law or if you.are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-mete license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pmrmitilicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating murent policy information(if necessary)and under"Job Site Address"the applicant should write"all locations:in (city or town)."A copy of the affidavit that has been officially stamped or madced by the city or town may be provided to the applicant as proof that a valid affidavit is on file for fatore permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture Cie.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth of Massachusetts Department of Industrial Accidents Oaee of hwestigudons 600 Washington Street Boston,MA 02111 Td.#f 17-727-4900 ext 406 Gr 1477-MASSAFE Fax#617-727-7749 Revised4-24-07 www.ma s gov/dia , MAIiTtBYd� ,. ATM nAR -Y l R .1 " { Cons�ruatlaaAdminitratot" . Massac6nsetts Uepaz�tmen#of Eitvironmentttl JProteettou Provided byMassDEP. Bureau af'Iesaurce P.ro#eatibn-Wetlands: I4TassDET'FSie#0Q3 5238 . . eI3ET'.Transactian#770680 W 'A--Fat m S Order of Cbtt4 aoua Massacluseits 4ettands Frotecttcn Act Iv1,C3 L c-13I iry/ToNwn;BARNSIAIILI ... , A, General 1"'ormatlion 1;CanserVattan Cainmiss;on BARNSTABLE. • • - 2;Issuance � .a: f� Q4�' b:d: Amended QOC - ': 3�F .E ,.{ ��'a!l.*1�.� '•ct j:fx Pig' r"x'.., 4 a E e}f a"�'ck� a �aa+�._...��i,{Sn .s..-. Ali*� �� F i +dx x�.. t ' Appltanl Uetatls .. ,•.!- -,., : € � g .,x { .a�kP 3 .; m.l.I. a T=trst Name " GARIK<V b.I as€Natne GEVGI2GYAN; c Qrganzation r } d Mauling Address'. 27<I GREAT IviAR H ROAD }`e CatyIT'own CENTERVIT,LE f•State MA g Zap Code Q2532 a.FirBt,$1 GARIK b<LastName GEVOROYAN d Ivlaalug Address 27I;GTiEAT 34iARSX-I�RbAD e Catyllown: CENIERVILLB, f.;Siate:` IviA. gZagCode` 02632 ! x is ,. {°j•,,y-o ,�_.f a ra{f�- � t'H t r�,:: _ .... a Street,Address. 36 OLD COLONY ROAD LOT 2,HYANMSs } b.t✓ity/l'o'wn BARNSTABLE' a Zip Coder Q2&Ql;, Assessors Ivtap Plat#';`,3 e.<ParceULo:#' I I7 'OXt T TL7N}' 3 f I atrtu e: :1:64429N pngitude 7U2.86*4 . ,rr-r +s�+�-m ,� b`1',rap$rty recq#deal at.th�Registry afAeed�a?r,!1! S,;��zi.. , >r a County` b, ertifit ate c T3ook' r Pale= BARNSTABLE' 290.84 211 a Date IJdI Ealed;5/8t2QIS b°Plate Public Hearing Closed5%19/2QI5' c Bate Of[ssuance:80 I/2015 �nalpproyeci Pans aud�Othe I7ocutnenfs a Plata I ifle U:Pion Prepared try r c Plara SagnedfStamped by d Revised Fanal'-ll.Ate a-Seale :BAXITIZNYE. SITE PLAN ` ENGINEERING,& STEPMN A°WTI SdN,"P E (30/2415; i",' y 20' SURVEYING " i xFtudrng`spursua���Q the�v�a��ac�us�tts:C�'e`Ilaiid��'raxebrt9����,�.,',. ';`;,�f "' s gg v Page i of 9 4 EI:ECTRONXO COPY 9 4 S - iVliassiichusefts Uepar�menGt of� vtrontneii� a[Protection' Provtdedbl M 'DEP Bureau flf ResOurt a Pr tectton Wetlands, MassbEP File#003 5298" WPt .Foir m 5 Or+d r f C nd o eDl P Transaction tk 10080 i 3vLassachusetts�Wedandss rcttecfion Act°M G.L.c. 131,§�# City/Io%vnBARNSTAIiI E' t Foliowmgthe revieLv,of the tkte above-r ferencec4 otcce of(nt far#1 ba eti'r tiffs unformaton provided iii:fhas appl,ication and presoated at the public hearing,ttus Conmisston;.. tat,ihe areas utvh}h work is prslposci,�s sigazificarEt;to.die foito�vin interests of ;4 Wetlands Protectrgn Act Check all:that apply:_ ' , a ( Pubitc Water Supply: 'b t anti Con,.mmg Sheilfis}i c Gt Preventron of Pollutton 1 - d T—" at WaterSup{ily e: CI Eisherits� £`t�T Tri twflon rif�Vrldltfe,,Habit ;, g , Ater3nF" CroudW a agrevention n Flood;7Srn, to De Control _w - u 2 Cornmtsston hereby grids the�ro�eet;as propose pis� } 3 � �.�-� � �*t= rw �. {.- H,., '�b"x �_ i'a ; s�.2s d,......-,.,r^.%f'.�'.z�i�`�,,ti'� 5*. ��.�gr;.�`,°-✓-:.'�.T�r, s-•§ M tG h �rs�^-� -x,� �''�-rc, , edsvleco:: a,M The follow urg eoriI'd.ittons wluchFare necEssary in accordance with the performance standards set forth,ii the wetlands regulations This CbiAmission orders tha#all work shall 6e perfoitned m acxardance with thelJotice of Intent referenced above th ,f€itlowing, General Conditio and an,other ial conditionsittached'.to.thss Order Fo,the extent;itiat•the.foilowm cantlitions ntodE ar' .M. ns,. y differftom the plans,specifications,ar outer proposals submitted with the Notice flf Inkent,these conditions shall cant<ol lboied because F F�The proposed wor1comot3be;cop`dtticiiedlo in h'perforrnpttee staii lards set`forth i;i the wetaand teguiatlons.ThereFore work on this}trojectzniy:nut'go. &dl:trnlas a nilfuri Intent is`submrtteti:xvltitlr provides measw wtticli.are . adequate to-protect interests o(the;Aet,:anda#trial>Orrder of C,oucltttonS;is issued..A desc,r','ip'ttan of the performance standarrds: yvhtch the prapused'work cannat£meet>$attached to this Uirder e E7 Tfie information submitted by the apphcant3s not sufficient to-descnbe#tre site,tte:work'or the effect of the•:work on the,itzterests idenf Pied m the 1�etla»ds P,rateci on Act It erePore,.work on-:. s project`may norgo fnrwarci,un�tess and wli axevisedNotrce of InteaE;is submitted which provides;sutitcieiit information and includes measures which ililequate;to protect the uiterestskol'tiic . Aet;and a fuial Order of Conditions Ys issued A description of the spgcitic ii tormaflon which is'-kh and why rt is necessary:is attaehed fo this=Order a&p fo,t hl t 1 Buffer Zone Iinpaels Shortest distance between limit of project disturbance and�the wetland resource 0' areaspec�ettin3"I,OG'iYIltlfl:o2{i}(a�. ;a�linearfeet ' ai Fim. i { xa3-x'i'. :;fix x,a-c 3s { Fs R i 3 t . P fHT r rizm fir_' mF'a�L{ES'm{�^�„ 5�.. p-.:'a.k 'inland Resogce Areaiitppts{Fit�AprUttas Qnxi r �:., g � -..t �:��- �r-v> c x5.x . { Prr%posed Pettmtted. Proposed: Perhiitted ` Resfluree Area Altemtion Alteration 'eplacemenf Replacer&ntl " �anl��x5yd F: � �:. 3 "}SF�Y �4��''£a"xa.�1�`f-7 F aN s�t s "� �r x�3 da'TF'�—•,,•.^^^�^•-^��.4 �1�""'. � �{ ? R�3 L- ? r«�� �v�-�-.a'�,s 3R.x;-i i t piltnear feet'�a•�""b imeai•feets *�i G.'`�921L'ftr,�eP.t�'"i k�Fs d,Iillear'fee� �r� a 5 F"'laorderuig Vegetated')V,etland _ } a-square feet; b:square feet ;e.,xi}uare feet d`sgziare"feet ` . �-1 ttCiTlln(le�i'X?'�te��S an��at�`S�.�j�xy k��Sf'�' x --�'-ii�'� �y,-Y•-•— �xr's...�.._.a �:t�.�. .x. -,, x � S;' r' �t e r'i7"'x°j�''�"�` `�{��s:�.��y ���ts'� � �tS#ll�efeet v�'b SC�tY�G feC���*' C.`St�UarC�CC� <i;-SLjUai•E��ets `S�. .� 2„ P.<r x ,c �..tea �x ,sr ".�� z,,� *•� � x7t �L,�.0 s,_.,_,_ax ,a�.i,c� sc, - ,.�. 7A C.Sorderrtig Isand Subject to Flooding . - k. a square feet.. h.squore feet c,square sect, di s rtarE feet; Y L a � 3 a . 3 "' Massachusetfs Departmenuof EnY rtrn Ceuta!]Prdtectio , Pres�,ded by M,,assDBP: BurEau of Resource Pr tec#tn Wefl, d MassDDP I,Ie O(}3 5 98; , ` eD3r1'Dansac6ba#770080 l W1'A I�'orn 5 Orcer ofc,rxd�tians >ty�rown:BvsAst#~, _ I1&assaehusetts W!etlands'P,rotectton Act M,,(Q L.`o.:131,t§40 t . Qtibie.Eeei Flood Storage ` e,cubfe feet: „ @.etbre feet:.:" g.:cub�e feet It.:eub�c feet: x,z s>-= 44 ! Y�c T""%3"ii f e L a h 3+ _ tot 1rISDlatetlfm Sn R O�laadmg :�� * ����x� 7r 3 ti n�� y���� 3 *i ft � �� <- f '�,f .i alp G 4 t 3 S 'S `{<i tlu�� ,�,'sF' s,� ;a -. �u Cublc,, eat�l��SfUX'd�$-�'i"*:.r' � �� s�t$xi t t a�„`' g4�'S�""`���:'rz' "'��t`���`�... � x i �,s a -+r-��ar-a. -. �,.y tc.•� _ 4 r RverfiontAt�a. $, . a tot$t sq feet b totat sq,feet; Sq R wtthtn`100R �_ » , G square feet d°square feet e.square feet f square•feet •' ` SgR,bettiveen lA0»2f10� _,,_ ,_....., is g.square-feel h:square feet` I square feel J,=squarz:#eet,: 'Coas�ai esanrce�►raat �iacts�:���t.,st� ���` ��� ���,� i � � t g�� � i�� + s Resource tArea Proposed Perltu##ed' Proposed Permitted Alteration Alterattori: Replacement Replacement;. f.»;,.{ —`_'its FbF-�rrz �€;v t—`"k '"{ ->•} <*'i �•�}v� T,�" ,y.{.� syt r�u *.� .� ors-�sx r« s .�Y Ik � a <'�fi - .��'��PS1����lt�ti'C�S�,''r�s.�� ���-v'c�-rai��°,,; 'x-{:�i,5i�s1t� �i���x`,,.M� ��'�,�i� aCC �.yq� R.✓.d����r�4yS.tY,�is"��.. . a square,feet b sq77 uare feet' cycly dredged d e/y'�rlredgeif' 12 l�Bamer eae he ...,a }t kdle�tsle undeliastal 13ctes end/arC�aat A�uKs beIo�x 4; - 6^.�"«Y xS' d ri •&z9 .+- .C-1L 1' e £ 'A,ea.4s»S-r. .. r 1�OSSt81 IeddktCS a square feet b square feet c cly naunshment d cty nounshrneni - 14 � } � -•-����--�-+��-�"� -�°� az u�s��t'l��squa�`f�eet���cly.notinslunenYd�+natu�shmenti x.;. c._:`.�k��� ,��_�-#ice x. ..2.} �a.;e".r...u3 .,�...�,..�,.-.,�.?- •,.=��'.'..,�?. - w-,�:..��.. Vim..._ .r« ..,.��.�. �1., ... I'S Ci CO tstat,Banks; . �lutyar.feet b lutear,ffet: �. ei 3x 1`7 I:�Sait'1V1aISIies': a square feet b,squge,ffet c square feet, d square feet,` {axp+:: ".u'` �,'3-ram- .1`�='s— .'. -#�k tT ;�?IT,Sa •' 9MIX d Vn�er.�'lS.N.'OndS § �.: •h! a .�,zC �.:psi,( ( yit� d -�. n `fix-; 3� �,�gyj �„� ,a 9 ��wc`1-� --Qf•a ta� } ..fiav 3 ,`as 'u �, �- rx ". b s �.,r " s_..:_. 4 r' i � --3- a}`xg��ir t rail•T^� �•� Nu rid h�s� � d yxT�p4�y4+�:._{ � T' � i a Y 3 ! e J _...„.�....w w.. x✓F3: _....�..,.8°&t.�..1x....... 2rk.+. .....T-...,...a.. ,.t ......x�.,.�.�a....+..._a..„,� c�.«.a�...M., ..r_.,a - ,. I9 f Ci:and ColitLvtvng Shellfish:p a'square feet b squ€�re feet c square;feet a sgdare;feef! .Page 3 0 :9 EL C RdNiC Ct3PY f' Massachusetts) apartmentofEnv ronmen6l:,Prr tecti6n Provided by assDEP: Burea>;oftiI�esource Pro#ection-W.ettauds; tvlassDEP rile tl.0,03=5 t3 ., .,,, ` �WPA.Forrri:5 4rcler vfCond�l �ns `' eDEp'Transactron#77008t}` } . City1T'otivn CiARs�$'I'ABLE Iviassachuseits'�Vetlands.Protection Act.Itit G>. .:131,§4,:t >. ,.+d� t � x"3 r� %,; r--n �,�' Y u�.,v �c g + r 3H r Y� + d4 a$ Wai'i6mi" ��t t at d U�#d the A fiXM01 'S5 ka��'�u� er7�Yatetbotlt�§srlc�'Z'Vatrt�a�'s� 1 1 La�ndUpd1' ;ksp t+-,rqi . a`� � f ✓ k"- Sf 4y 6 F ate- �s�� ,�,.�,, {� _gyp Y f f 3-�. ?� ?� :,�,D�ix�vls; �r;�.•..,sv.S#a�S��K�� .{.��i'at��;:K�-�,-c: 's: t r Y _ -.t F Zl,rnand w*b to Coastal;5torm Flowage, asquerc feet b square feet.°> � 4-} .L- 1{fg. � ?✓�i 3'T '��xr c�`- Y z #s+—�z 'f�F" y r ...,�„W.r -�,'.P i�'—tE ka._��• ' .z � a i a�.; .� #.. C RestorattonlEnhancement(For Approvals O"tly} If the pr6ject is for the'purpase ofrestgnng er enhancing aivettand resource area�n addi#ion to,the squa"ie footage'tfat has, een' enteredin Section&5;c&d of B 17 ;8kd abgve;,please entered the addthoaat.amou it here: a square feet of BVW b square feet ofSnit Mars ., r, <+➢ 6e}�`'NS a >"'� r -°F-y sLs-`-'a�" to ,�Y, -'�¢�vt9sf"��..t`�.�i'�• �a��'i-"ice 4 fr -"y �``-�'-`C,`�z..�'Naxf s?."` a k r; ,. f.3 i i�f•at�3iR fLz- a tT'�-" �r�-w'�,y� �'�x"'eSt �c -Ts"�' -[``st�'I�,r to-r-K.- '��% t� r _f: rF' x _ �ay l� 17earC1$CTOS$lti$(S�;w Iffhe.projeet utvotves Si�eam=Crossings,please enter thernamber of hew s#reani crossings/number,of replacement:stream crossings.: a rntmber of new stream crossmgs b number trf replacement:stream crossir C, Geinera Oil ;ifiOIIS t1£ l" SS�tihu's- tU' ei, ands P'rr� on A,ct Theef+olib i nditians are'only apglicabte Pr. Pr profecf ' 1. failure to comply with all conditions stated hereui,slid�v�th ull related,statutes 04 other,reguintory measures„ tl be deemed cause td revoke ar m�'tfy dus Order:; 2 The(?rder does not:grant any property ng[is or any:gxctusiYe privileges,rt,does;nyi 40t 6ri c any lojoq to private,prugerty;dr unyas�un of private rights: 3 This Order does nat rz tieve thb{ercuftee or any other persein;ri f the necessity of 4uttplyu�g�+rili all odier•applicable federal>' state;or local'smutes;ordinances;bylaws,.or regtiiations. 4 The 1york autl pfized.hereuntler'M be completed within three years from ttiedate of this:Order ualcss ezther ofthe following; �pPis a'the work is a maahtenanee dtedg'ft pzovct as provided-for ut ttte r ct;or b,the trine for completion has been extended to.a sefiedte morethan'the years;'b,ut less than five;: :yeas,front rho dale of Issuance.lfthis Order.....it►dW to be palter for:more than three:years,.the e�tiettsion cla4e aitd>the 1peciat.circumstances waragting flee extended:time penal are;set fociix as a Wmiaucondition:in ttus Urder 5 l lus finder cnay be extended by`Nthe u uuig authonty`tar ana or ruaXe penodid. to three:Xears each upon applicado►i to the wing authority at least"30 days pnor iojthe exptraUort date of the Qcder, 6: •TfthisOtder-constitutes an amended()rde of C�roiiclifiorfs,.this Ameitdeti Older of Conditions doss:not exceed:the issuance: date ofthe or►grnal Final Order pf Ca d�yons. 7 Any fill used lit conncct on wfth,tl s pro}erx shall be etean.fiiL:e4ny fill shrill cantaut",no,trash; e#use,iubb�slt or debris,v I ding' liutlot lumtel to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tuess,.ast2es,refrigerators;mqtorveluclrs,or;parts.sif" sr►yo,"fthc foroing 8 Ttns'Order is flot Gnat until all admuuslrative appeatpt nods from tlus Older{lave elapsed,:or such an appeal;,has beeiiten; unCiLa11A racee s Fare e p ding be th tkTarttnenthave been pnipteted, 9- ldo work shall'.be uYndertalcen unfit.the C}rder has becante furei and then=has been rcarded`i is`ttxe registry of.Deeds ar die Land'. f Court for the#district in whrch the land'is located, !ithut the ctietn of htte of theaffected property:In the case of recorded land,; 1?t►ge 4 af�?'` ELGTTtt3NtG_COP i' Massachusetts llepartment of Envir,,oh meutal o oteetitrn Pxavirledby,MassDl p;: Bureau of Resource Protection-Wetlands 'MassDEP File#.003-5298 . eDEP'Transaction#MQ080 't 'for "5 Order dConditions Citytlowri:I3AltN51ABT E. Massach ts'etts Wetlands Protect"Act'itriyG.L.c.-13,444, the final Drder shall also be noted the Itegisiry s"ia index under Cbe.r�ariie of rile at ier cif the land iijio ,whi6h the proposed wrirk rs to 1,"Oft .......a ease of tix registered laric x the Final Order shall also be noted un the Land Court; Certificate of rtie"of the owner.r�f the lard jpern"which the I p?sad"work is done Tl�e.recnrding info ntatian shall be submitted to fhe Conservation•Con nxission onthe for in:at-the egad,0,this" ?rider,which:om must bo stamped;by,theAcg stry ofDeed%.. 'Prior ta ft commen" eofofwozk,,. 1 o. :A sigtr sisal#be disptayar atthe,site,nat im hen o5#b sq"axe fee#€5r`Inore:stair°threesquare feet`iir sire bear irrg.the words;. "Massaehu5etts i7epa,rtrnenf afEirviraiiinental Iroteetien" 'File Nwn*r:"003-52Q8" 11. Where the DepaitrneniofEnviroamentat Protection is requested to issue a Superseding Order,-the Conservation'Gommission sha11 be a to all p a ncy.proceed atxl hearSr gs:liefora a DEP. h - p rt2 Uponm i fCriateof:ranpliance OVPA Formhma 8A),td the" aserviitiau:•G?c►mtnisson F. 13. The wait€shett.canfaritr.to ttre.pians and'speelat conditions referenced in this order, `f 4. Any ehazrge€ofhe plans dentifredin Conditiop#13 obove shall raquuz.the applicant to inquire otlee Corervaton Cam rrrission in wtting"whether the change is signi5eant enough to;require:Ue 6lingnraf a new.Notice of intent 1'5, "The-Agent or mernbers,ofilie Conner ation-Commission and the Dep rttneirt of F rvirrrnmeatal Protectrttn slikhave the light to enter m-6rispeect the-area siibjeettollus Order:af r9easonalikhours to evaluate compliance.wmth the conditions stated in this: Order,and may require the subrnittal,afapy daia d rried'nc € try by the Conservation Commissimor,Department for that <J& This Order;of Cctrulitions sizall"apply to apy successor.itt Trite ax srrecessor irr corttrdl.crt tire,property"subjeef:ta this O rder and , to any contraetor.or other person pe arrri ng work Etrrtdrtial' ley t Order. 0' Prior to the stair cif work,and if the project invotv the boundary ofthe, wetland-iii tare sviciriity cif the'proposedwculsarea shall be marked by wooden stakes or flagging.O,rce icr place,the xvetland' boundaaymrt?arkers sha11 be maintained ntrt a,Gertificat trf Compliant z ties win ed by the,Gar rvatro CcirrrrtussiQn f . Afl sea uneniation l rriets shall be maintained iiigood'repair,until disft*bed meirs)rave been f�lly'stabtirieilti dt vegetation.or< Y g afhertneatrs-At,rra time shall sediments be deposited ima veflanil r water body.DuA cconstructior,:tire applicant err l sther. desigree shall inspect the,erosion contxc�i :on ndaily baststrctd.shail rerrive acctrrrtrilatettselirnents as-iieedetl flie.applicant; shall irrurrediately ccrtii,any crosier}probiems.tiaif ircetrrat ihe;site and shalt'alsa irntnrdiately irotify the;s anservatian Gorirmrssron,tivhieh.rt rvrs the') ;itt tar u cr isiu n andt or.daruage prevent bi controls it mAy deem necessary. Sedirrrerrtation barriers shalt serve as the lim it 4work unless sutler limit of wont"line has been approved by this Order. NOTICE OF STOl2i1h#ATfiR CONTROL,AI D 11+f ?NTENN ,I RE£))UII2ElvtirliTS .9. The. vcirli associated with this Order(the"Protect}:is(1},t 3.is not(?,} 3 subject to the ivf assachusetta;Stdfi water Stairdur'ds::,: if th€work is subject to Stonnwat a';tarrdsrds,thentlrc project is,subject#a.the.fQU ming'codifrins,' a) 'All wank,inchrdurg situ preparation,landsturbarrce carrstauctran and redevelopment;stroll be implementedir4 accordance=" with the.construetiaxr pcnvd pr jlutio greveptiqu'And ernsrad?and Seth r#atitru t nh of plan arid,•.ipapplicahle,the Starmrvater Pollution Pr6vention flan required by fire Natiisrial l0ol Rant DisehOge Elimination System Constfuction General Pexppit as requireii by�toi �vatcr standard 8,f�enstructian period=erosion,sedimentation anil,ppltcition catilnii measures,ancl;. , ; • best management pcaetices(Btv Ps},shall remit iu ii place until tare site-is frilly stabilized;, b) No:stormwater nug'ariray be d schrtrged to rite post=coriatrttcticur stormwater DMFs rrrtlesssmid untita.Rtgistereil Prufessianat ngineer proviilesaCerSificationthat:'i.all•>arrsliaretiarr period BMPs have:beerr removed or.will be<removeit 6y. a da# cerriaaun speeifiec u►:tire Certrticauart For any ciiilstructian periird Wa inten&flb be%ctsnverted<fei pest consharctidn = 013eratign for stormwater attenuatlq' reeh&,& andlor treatment,the converI.sion is allowed by the tvlassDtp•Stormwrtt r Handbook MP spec ficativnSAnd"tii�a-the`Mip has been prS rly cleaned ar prepared'for pa t"constriction operation, „ ' •° including reprover t�all constrirction persod sed�rnent tixppe� itr.inlet and outlet control stnietures;ii:..as built fatal carrsizuctiorr SiV11'plaits arc inctudeil;signedand'statrrped by alZelisteredFrcxfessitinal En ' eel cexttC n rite site is'full sttbilizeed,.ir1., Em , > g . y any rlltcrt di lrarges to the st; ifi'arisgema t systeru have•bft reproved;ss:per,, e requiretnerits of St ter i Rage 5 af.9' ELl[ 1 RONIC t✓tP '- r * .F MassachusettsDepartmeut"ofEnviroumentui=lP"rnteetion ProvidedbyMOSSDEP ` Bureau of ltesourde"Protection C�*Jartds IassAEPFile 0 3S298' WPA Form 5,Order of Conditions .: eDEi''I"ransactan#.'7:7008{) 'lviassachusetts Wetlands iProtection-Act M G.L. City(t own.i3ARNWBUE Standard.i ;rv,y ait post canstcuettpn gtatmwater$MPs are installed in accarilrintce with ttie plans{ltciiidurg'all planting plarrs)'approvedby the issuingauthorlky,`and:have tteeri inspected:ta;ensure that they,aresnot damaged and that they are in ; proper working condition,V.any vegetagon associaterk with past construestori"BMI's rs s nitabty'established"#o wrtlista td t_ c) The landowner is responsibie tot Btt P naintenancenrrill:the issuiu ttutharrty is natlfred,i ai another,party,,has legally:assumed' responsibility for MV,miintenaam Prior to mquesling a• cafe of Cotnplia;rce,ox l'artial.C,et tificate of t~ornpliairce,.the respiinsibla.party{defined u}General t^ipdition i9{c))Mail execute and subiivtto the"i t3itg solitarily.amq,p,e anion and' rtaintenauce ompliatrce Stateinrttt{"t3A4Statemeut")furthe§tor rrracer BMi's rdent Eying the party responsible for implementing tt>e stoimwater 13MP€aperation andMaintentiitee.Puri("n&ikl,Ptan")and certifying tile.gozuing:i)the t?8cM' flaniscompletemW-willbeimplemateduponre eiptoftiteCertifwate.ofCo pliatice„and.yi;)the.future.cespan5rfilej rtie 'shall be notified in writing oftheir ongroir g.legal'resposrsibility io operate arrd tnatntaln the stot my"ater inaangeriftt F#MPs and iirililement ilm Stornrwater 1"allutian°Preitehtion d) "Posy eonstruetim pollution preventimr and source controi":shalt be icrtptcrnented tun accardance with the long-t ,n pollzi tan, t . prevetntiotn,platnsection o t}tL"approved 5tormwater Repnri and,ifapplicable,the sto u* er Folk ton,Prevetition t"an . required by tare National Pollutant DischargeEliininahon System Multi-sector General, tntui: e) _17rless artil unfit'anotlerpatiy accepts responsitaitity,the landowner,"or owner of any drainage easettenC,assumes . responsibility for;iriaintauimg each,$MP Ta aveicome this presatnpfion,thelando}viler of the°property mnstrsubmit tofilie: :issuing authority a legally hinding aVeement of iec ud,aceeptibI the issuing authority,evidenciog that:anoYher entity accepted"respt+rnstbnl ty for maintauiing the BW anti that the proPosecl responsiltle party;shall lietreated as a per iriittee,;far °r purposes o rnpieiin tang the.regnair lei is of Car diltcuis lso thro4ta I9w with respect to that l3W,,f3ny fa ore of the n 3 prepomm, respans%bte party tvFimplemezit the tequuhmenft q#Conditions`l9{0 thrt�ugh i 9{lt�cvifh re fit to Chat BtviP"'shall, be a violation"of the Arden of Condikions:or:CextMc,*,of otnpliance,tri:the.case of stdititwater Mi's thatYare serving nnctre . . " . Ahau,one lot the legally bimlirrg agt ttet t shill iilsa.identi fy ttte;lols that writ be,serviced by the stoirhtvaterBMPs. A. and , r easement deed thak grants tiro resppE3nsibte perky access t©perform Cite required iperatrou and matitenanGe mrist,be submitted;:` , m along with die"legally binding agreement_ $ " tj 'I°hki pspons ble padyshafl operattand maintain•all,s"t€nnwi ter;BMPs.m ac prdanee>vlkh the design ptiuns,the C1&eM;Plan; and.ihe requir"em€nts o,, eMassaemgeW stowivmterF aztdbpale g3. 'fhc resportsbte-Partyshtitl ,�' _ � � �. 1.Maintain an operation and iiraintenance log for"the"last tiuee{3}egnsectntive calendai years 4f inspecdons,iepairs, ' ruain(erjancc andtor replaceiiient of the slnntiwater inatnaemeitk systcitt ar any piirt tliereQf;and dispoi{Erin dsal the log'§hail indicate the type"oftmttrial and,"disposal location); .Make the"maiintenance log available;to ivlasst3EP attd`dl-Conservation Cotardission(Cotrmission°)(u on regrnest, 3.Allow,therribers and agents of the: fiitssM.P and'the Corning sic n to enter antf inspect the site to evahiate and ensiice titan"the responsible p"W-14xs in rotnpliaaice vilii the regtn�stir each BNff"estabttslted in tlits4t)&M"Plan apProvet[by';" the issuing"autliorityr ` h) Alt;seduneii#or other(ontarttitiants reirtaved'frort storinivater BAPS sltai[11e disposed cif aeccixdance cuitti atlapplicable .' federal,state,aridtocal laws*ftulatipnis: Ill ed diseh'µurges to ilie sto-i-MAvat r rnanagetiient systerrn"as°aeftned in,3itt CM i,04 are praliiliited,," ,t) ;Clio storniivaterinarragemenlsystem ap)roved in tine Order erf Condttrons shall mat be changed ivitliout ttie prier written= u appravat ofthe lssciin�autharit}r: ' _ " ; k3 Areas designated as""g ialriy Credit,.geoteLovbrut Site �egtgpervrorsae la fad tiie MassDEP Storrriwater l Iandb6d, Yolunte 3,Chapter I,Low Impact I)et±eiopment Sits too Creel 0"shall not be Al tvithriut the error written approtral.of tine issuing ixutlipiity. r' r .., t) recess"foi rnaintenrtince,repair}sirirVor repiacerngr t of�3MBs small deli bw�vWield Arty f4ncarg ri nstructed aroun ` h gtratrrtwafier F3MPs shall includeaccess"gttt s and shalt be atieast glx inches above grade to aliotiv forw ldlite.passuge' `SpeciaM'Cnntrli-tta�tis� ..` r � „kT a s �� a • Ng C of 9'`�*EI E�I kQIg1C Copy Massacliuset#s Department ax L�nixoum.entAl.Prtect�ori ProvidedbyMassDEP Bureau-of AesourceVrotecfi'On•,.=We#taxids Ma�D I'Pile,#Ot}3,529.8 � �- eDE�'TxansacEion#770Q8U r WPA Torm, Qrer, o Conditoiis City/ own Br1RNSTABI.E: t Massaohuset#s W,..,etlan AO K-cm c 14"i§40' D.:k'iudings Trader Lunic ` i pal t -8 Aylgwv Or ► d r ac 1:, Is a:m,uiuc p it,W00aads bylaw or ort narace appt ble? Xis,i�l•Nv' 2 The.Conservation-'Comnnssion herebytcheck one ilia#appltesl 4 DENIES the prgpased work whzc3 .caruiot be condrtiaxitl to meet:lie: ards set forlti m.a►>�unieipal;ordinance of tsylaw- specsficaUY 1 Ii?nicipal'(3rduiapbe'arBylavr 2 Citahon .. Ilierofore,tvor[c on "s pxo3eat may not:go';fonvard vnlessaand until a.revised l�otrce o€I3itent xs submitted which provides measures,which are,ad€q - uate;to mee#.these standards,-and a.5nal,fJrder-or Condtiops is.issued 1Vtch ace ne..cessary to; '; eamplywith a-municipal ordiname or b APPltO VES the proposed work;.sub ect Aic fullowin propo. ) g adthp'otml no��aonsi:- , T4�i�1 l,lviut ipal t?Pduiance br Bylaw; BAl2IST"ABI E. 2 Citation S 237 l 4,S r237 1'#.. 3; Thdtomrniss on:orders ihatWI work sball'be fedonn4d M ecccsrdance with the fotlowing;.cor►ditioas acid witt7't ie Notice:of Intent referenced above TN*extent that;tl a following cork ik ans, '6dwy or diffoc,fxucri the plans specitica ioria,s+r odb z. proposals siibin�tted with the,Noticc of Ttrreiit,the cot dttibns:shall conirot c The sectat condi#ions relating#o zratitnicipal:orilivatee or hyl'aw are,::as,.fvljoivs SEE PAGES>7:f,7 2,t1IR.7:3 " .• 4 - • -' 1. x 3 ' r i l?age 7 of 9�ELE�,TRONI�C((ttl'Y` ' S.L3 529fi Na"me. ""Garjk�Gevorgyan(I,ot 2}- Approved Penn= April"3 f,2t115`Site,:Plttn by'Stetrhet A "W sota,h' i, , f 1Pecxl Condxtiaus of Approval X Preface , Caution; h'a►lure"to compiy jvittt;,�t Coidthonsitf this 'rder of Condilt►ns may have sertous censegit inces;; a he•consequence,may_include Issuance 4 6fop NVvr tVriles,iines,,r"equirernent to rentov.,e un pernimg-; structures,requirement to re=lands..cape to trrignal condttinn-,°aah!lity:fn abt;ln a Certificate.of Comgslrance„ and more: _ Tfte Creneral,Cond tons of this C3xder bag�n ort gage 5 arld eouli iue:through Page-s. The Special.onditions co €a ned herein and vl#C`ptitiitio.ms req"u se your;:cornplia��ce a I.H. Friar to-the,start Off work,the>fol1'.0wo g tondlttoz s s1�aI11;e su#asfied i I,` Within-onemontl;:of receipt of this grder ofCond Lions and pnor"'o the-commencement,of-any�iJoric , a roved`l ere Geuerafic- ulitiorl l�Cumber 9 xecozd R ) p pP ?,"-. ( tr�gare uiresneutR shallbe.,com;lied;.cnfh. r 2 Its theresponsiblity ofthe applicant,the owner andlor successor{s).and tlieproeci couiactors;tov:ensure that ail ctindxtt4ns of#Ins t)der are`complied anth 'The appl�cant.shall presvidc.cflpies,of the Urder of Conditiuus and, roved .lane and an a roved revrsta us tbereo fl to project.caxitractorspraor to the start< Y ' P ,p" pP of vo.,rk arr stale leMCcnserv�f,c�u Carnmtssiou prr rigs A and I3 shall be c+i ripleted=andfiet��rned't6thd; onmoissiuu for trr the<start of work:. ; 3: "General-Condo oriNutntier IU(sign regtimmetit)shall be-cowplied lv�tl: 4 T'lieouservahon Commuss�onshali reeeir+e tivrrtten nonce oue{lj week in advance ofthe'starY"at work: S Tire work=lnYut line ho�c!n gh,the approyccl'P.lan s,,,,, ee seed ut the fieitl.by the project suveyor"leng�neei,. � 6.7 `Staked:strawbalcs'ks cked by trenchedrin s ltafion feac4sli�rll be set atou;the approved��.�ork lun�t";Itrie Wi tles;muzy.be;useci insCead,fl lri ultat o tivith the>.Coiiserwhoi lAgeut:Wbem,auth6nz-ed for r 3 u'se,wattles sett be 12 inches nl height at rrumn EfiFehve sec3irnent,cdntr�als shall remain until She site: is;rf hilWd.witla vegetate s,tlien;they shall be,reQnoveda` _ 3 7. A;nwt gat on-plautiugplaa:st ilLhe,;.,&Yeloped,.brco xsultai on with tie Consmati�nagent; 8 A°sequence ofcotar photographs showing:the,and'isturhed:buffer: one:snalt lie submitted toythe ConserVa,'ton Cori mtstorr. ote, theFsixxwbalesnnd siltation fence(or wattles,where eppzoved)must st%aw;�n the€oreground(or':liottoxn°of�the=photogralsslis. Ills. Thefcillowuig adclltfanal.Coudl;ons„shall-govern,t�wpi!4.jeci once wvork'lbegaus. Note; espe,.clalin Special C'oiudltrein;Nrumtier 1 ,requfrxrig vex caflft of ti a locaf ous of tl e k foundatlont null<#yaO a-Hup. General Conditiq Nuziibers 13"and 14(c 10, General.Condrtroxx Number 18(4 k:W an»g sediment cantrok)sha11 be cox plt4 thk fi M )Ae work-limit-shown Dwthee,approved plan shall=lie*idly observed:, 1.2.. 'There sltall.be;�o,ccsnmi uctrowdisttv'bance€of toes te'beyond tlie,wor limit, . 3 t3. The Conservation=Cornea isswn, is employees and'its agau s shall have a right o€entry to inspect-&r. cc�mplian,'ce the,prvisaons o€tlus..Ctrder of�Condthnn� �, t4 iJitess extended,04errrut�s'i+ald fbr tlirec bars from the date.ofissustice,; 1 S. Upon completion-:of.ihe taundativn,the.pra3ec(surveyoF or-engineer shallxexify in ivrihaig or by plan to the. Comu issioff l e correct:location;of=the:foundatiowand°work luiui>line,and�noteyanydiscrep.ancies-&om,.the; e appro d plau, If ven cation.is in the form of'an"as,built"plan,the plau`provided4hall lie drawn at the, sart�e scale:as the approvea;lsstt�la lfi Ay fzltused•for it,sproJect slxallbe•cleai ,fill� ikl shall ctntaun,Eto trash,,reiuse,rubb�sh,.or debris:: 17 I Dfywells.:or graveled txenches slang the,drip Imesxshall'be iustalled.tci aceitmrnodate•iroo£-runoff.` ll.:During=tonstiuction;na area shell'-be;ieft unYmalcl ed'or u&v%p6teit f'or<w,ore.than tl%irtly(30)days, All • r, areas disturbed'dt t173+G011StniGttt73i s12811'be re vegetated irivnedls ely'fotowmi gcompletion of cvork.at t1 e; _. site MuTchuig shall not,serve as a subshtite fnr the regyireznent ic%ze=vegetate disturbed areas ate cinclusioit of work:, 19 All propo—d.la� ar,,ca sliall be uidecka a:with a zxKnxirxiu of suY`(�)inches ofloain, 4 + y . 4 a e S 20 "3}"0 CIVILt:Y0:3t}{}nfs,* WetYaitds Regu€aj*iis�oted under Mfrf c'. tit 54,40 requires tYaat ooas6d engineering structure,sucYr as'a bu iead,:revetrizeat:or seawall,shall be.pen utted o au em, g,; coastaY, antc.at any time in the fiiture,: 2,1., .All tnittgaton piattutg shag€be carxed out,,Advaace'.consultation:wththeonser�rahon:Agent,rec}cired sectes,aud densities {)rice doxte,,klie p€autttg,stia€I;6e retaia�d RepYacement shall lie pxavided for:: specunensfatling;tv thrive,'fetxtpvrary t�rattt� .ny be provtied , 22, Herbicide;peshcide,.and fe tilizer m is dtsconrage€an;lawns wrtY n Cons rvatiati;Convnisstori; }urtssitctiozi. Tf`fert lizer.must be used;only slotiv reYease`low nitrogen{�vttlz 30-500/ water insolubte;: s niixogen or`VV I N'} and low plzsp�hc�rus ft its shall be applied. cJver-fertilizingYshal€be,avoiced' (not to e�cceed iirri`t l"poundzofzufcigeci per'I,t}Qtt sq R,!o IaYvriper applcatro�i} No fezxilizcr's€al}'be, spread on hard surfaces such as:dr�+eways;and,satiewatks � 23. Viork€unit markers( st#e�}rshall,Eemnu tnplace untla,certificate c#Coz�splance 1sYssued for thin project: 3 24: ,A halfrait fence(or approvedi a€temattve}sha€lobe construetedadrnaiaa#a"ced.alozzg tk►e wcrk.,tunif'`€iue.: N. After all�iyvork is couiplefed,�tIie,follnwi'ng conch#xou mus# be prouxpfiymet= 25 At'the com lehcm ax wmr ",,orb ttie ex xrahvti of jbus Ord x,the a` ltcant shall re nest to vwrtttn a°. Cert}fieate:of Carripltance;for the work hexeln pernutt d liarnstabfe Conservat►on CommtSsion,Formt, s shall:be cony feted and:e ` "ed.alon "vita the rKjeat"for:;'..Certi#ie tc:of:Corti liaice aitil-°a priipriate fee:. { Vi here a proje6t'Yta,:s.6een catnpletefl,u�acet3rc€ance withpYansMstamped.by.a registered pxofessionat e E en*cer;�archii t iandscape architedor land,surveypir a wntten-statetnct brsuch.a professional sbaltbe ' ' aubtmtted,`csex#tfytrtig substantial coup}lance«nth=t }5lafis,setttt5gfortti what deviaton(s};:if any,:.eusts 3: wtfh.the'reco�d plans approved to the©rd r Tins statetneiit steal}act cinapariy the request;ftir.a Certif tea te of 1: Cq x3phanee and fee,along=with AM dated se epee f col€�r hoto a hs of the undisturbeii b%iffer`� lie:. 4. 73 r 1Vlassacltusetts`Dapartutent ofta�ironntevtaA..Pri��ecgtt Provided by M.es�i3Bt' ap Ma'ssDEPFite:#.{1Q3"52�8 ZA au ofR outi'ce Protecttt3n Wetl , eDEi'Transacton7ZgtJ80. 1 Form,S OIrdei n of CnnrHitcss C`ity/I'o�vn BAIt1�ISTABI;L . ` Ivlassacttttsetts We#lands I'ratectlQ»riA.cf M:t3 I< e;,13 i,§40> � �_ .� Signatures `t his Orders valid for three years from the date stfogwwce;unless otheIvtse specified St3 t12U15 pursuant tb Gef}erat Gondihdn 114 If tlii$is an Arriended ptder ofttndthons thg,Airtended . Order expires on`ihesairie date as the ongmal Oiler oECotidititins i Bate of Clrtguiat Order ., i Please iuidtcate thcnumber af`meml�rswha will sipir..thisforar.'�#s Order mvs�:be signed by 3:• ,,i arna,{ority of the Coriservatto"n;Comrnission 2,i�umtier of Signers The Order triust tt incited by certified mail(return receipt egiiasted}or hand delivered tti the applicant A capy atsa must b tiiailed ; or hand delivered at the same tune tvioe appropriate Depardiiw4Envuon iiientatTrotectiou.Regional(Dike,if no.thill'ng eCectra ly,rucal anc i;tte propec#}+o�vcier,.f differeritirsirnapplit[t ;. `S griatums:; PETER,SAMPyb 3' ti _ I+A.T PIU LEE: SGOTT BI,AZIS' - ; �bEI�tNTs'R$QUI,E i,:. Jt3Ht�l E:aBOriEE � k � - � C by hand deliva~ryan. y, [Ob certt#ied..matl,sreturn receipt,requesfecl,an: 'Date Bate: i 1 tie appl{cant;ttie owner,any:°person a ;rieYeitj!this t)rder,any ativiier of!arid abutting the land subject to flits Order,or aiiy ten residents of the city or town iaawhiclt such land is;lncated,are herebynohfied`o,U 4r.nghtto request the appropA te.MassDEP 'Regronal E)#ice to'issiie a;Superseding--,Qrder.ofivoriditions;The request mustbe•made by ccrtifrelmait;orhand delivery Aotho 0 artment,tivi#h ttiG ro iiatefil' tee and a coin feted Re hest for'Oepartmentai Act{ori FeeTransmittal 1 orm',.as provided ti aPP p mg p A cal fl CMIi%10 03(?}inthwEtenbiisinrs days froin,the da#e of isstiaiice of this tli der APO of the requt sts.hat!at the same t>FtYo"tze i- sent by certified"rnait or hand''<cetivery tothe Ganseivatnai trvn5misson anc!to ttie cppIcant,iftielshe is.not+the appellant Any appellants seet.ing to appeal the Department"s Superseding Order associated with this appeal sviil be r giiired to demonstrate pxik pamcipation m the review of ibis pro{ect Previous parhCipa#t in ilie perruitproceedulg means the submission omniten informahon4to the.Gonsexvahan,Coirtiiiissitinprior tb tfie,close ofthe.pistiliohearing,requesting a Su} rscdi 'CJrder,.ar providuig N�+n en itiforrtintiaiz; :a to:the Depattruent prior.ta issuance ot;a�Sitpeisedng Order: requestashatl state clearly'atxl>coricsety dte ib;echctas3a tha Order wluol {sbe;mg'appeatetl`diid ho�vt}ic OrderFtlnes nri#: contribute tb the proEWhon of the interests Ideiitifed in fhe Mt+ssucht�etts tVrElands Protection Act(M G I c 111,°§4tl},a»d,is. ' ineonsister t wEtli tbe wetlands r larinns 3 tU C`t4iR I O f10} Ttt the extent 2tia46 Order is basei on a moa iici 1 orrlinaitce ar b iatvx. t w :. Y and not•on ttie Mas$aehusetts litetlands l'ratection ctutTogutatianns ttie t?e arhi�ent has no psllatetunsdict<aii; E ;i Page 8 ts1* 3 l3CRORtI ,CC} Y,' ' .. f.-:fir.+w7..A t^«3 ? 3., �,a, .+mYi.lr'��S�'& ;9.4. • `' .. Massachusetts Department 0 f 6-00nmental Protectldn �rcvGae y nt �i t' eur�am pf Resource FIT#ion :WetFAnd"s sl= tlrlassl3EP Fite# ; it ' Fci:rrn. 5 r of"COndifib4is _ f x MassaeYtusetts we#Iarids protection..A�t.M G.I .:c, E 31, ��0' ° ea�ia`Transa0lon'k - - Urastatale, . . E Stgna#l�res: important This Qrder is valid for fhrea years,:unless ofherwtse speciCet as a special{xiHIS When h%ng,out condition pursuant to General Con titi6d; #4,from ttte date of lssuar ce.,_ 1,.t7ate of,lss ban ce; i forms:on the. - computer use: #lease rndicate the :numtSerof merr►bers whA vytit sign this farm. sremTh © is besnm sants h tab key tCeVvaioCommission. g-Ng umber of Stgngrs to-move your , cursor do not Tie Order mus#bo malted lyFcertified.mail(return receipt regiestedj or hand delivered to. use°the return the appiCant ! 'copy"must tie maNed,hand'dellveied"ear fiieil electraricalty at the sane; ` t<ey, _ .__ time with the gpprapriate�itiRassDEl�Reglori$1 Office'. , - Signal res .. x , , s. - , t . ( by ha deliver, ;on ❑ .by certified malt;re#uricecetp# . The applicant,fhe owner;any person aggrieved by this Order,any ov�ner or pn aO itting- the,land sublect to this 6tder,or,any ten resitlents Uthe city"ar townie which such land is located,are hereby neitified.ofttetr ttgt to regiest the appropriate(Vtassi?EP Regional; d girderC TreqeOfl ceto issue aSupor o , fi. h t ms meby crtifieds marl or hand delivery to:the©apartment,with the appropriate filloo fee and a completed Request of Departrneritel Action l=ee Transmittal l"orrii„as provided to 310.CMR 1,O t)3(7.) - within#en:business days from rile date of tsstxance of this Orcar A ccipy of 0,reques#_ - ' slaii a#:the same-t#me be s�rrit by certified mail"'or ttarit�detnrery trr tPie Con'seryatipn • Commtsson.and:to tht3 applicant,If helshe Is lot=#he,eppeliart Any appellants seeking to::�ippeaI the;Department's Supersedirtr'order assocraEed vyit t this appeal"wil!be required tct;demr�nstrat, p�+ar partrcipa46fi in the i*,vjo rof this project Previous' participation In the permit proceeding trieans tFe submission of writtan information to the ConserVatlon Conmissicn prior to the close of the,ptabllc hearing,requesting a Superseding Order, or providing wrliten intormation,'tnthE3 i©apartment prior to isstlance of a Superseding C?rder.. The request shy{ state;efearty end condisely tkte objections to fhe Order which is be.ing appeared and how the Qrder does not.contrlbute to the protection of"the interasts identifred- irt`ttte.lVlassachusetts tN.etlands;Proteefon Act;:{i�G:l..c 131;,§�.t});and i�.ncvns�sterttr; s + Ith the wetlands regutattons{3.1t1 CMR 1 d t3i)} Ta tilt+extent that the Order is based fln a tttanlcipal"ordinance or bylaw,and naf`'an,the fvlassacllusetts Wetiari%is F?rQtectian Actor re ulati't- the t?epartrr ant has rto appelli to jttrisdictinn°. wp055*4oc-ti Ozfmolw i 3. • � .:: r ad � 40 s r fir' 'r'�y�`$rr*' r^ :,; �: n)e���` '�j; i"'� tx••r' , "1 �►�, r; �,y -•f: '• 4 I ! i ]� I � Na,•,v � i.�1 x' J kit ♦ �` . T.' - T I �wnew \• �p�' iR1 i v A �'°} _r �" t't .%,A ,1 f�" �F�"c .+��� t.y o•' - �'��#,•�1,�e•. �• , ► t .r da � L �' +�C Ij,�';.i '•1. 'i+ � \'vi"'T s cj\R- ~ �.S,,:Mr ,,,,.' -`� ! 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'�"� .ice-y `p�'`� �'�1�•f �`� �l!ef<'`.':,4.. ,r,,. „` �ii � � � i� tj R • 16 410 g . •,, , i<''� � ,... �.':�. - 'ti:/ .- ]"..y".•tom'.... .., r4ei:):.J�.,.• i : I Richard Catania—TBX- The Business Exchange LLC ..Page l of 1 TBX- The Business Exchange LLC Cape Cod Business & Commercial Brokers p d • .Home • About Us» n • Contact Us • Business Opportunities» Commercial Real Estate» ' August 20, 2010 You are here: Home/About Us/Bios /Richard Catania Richard Catania Richard Catania, Sr.,Associate Office: 508-790-4500 Cell: 508-367-1898 rcatania@tbxllc.com Mr. Catania was one of the owner/operator's=with the Catania Hospitality Group for 35 years. ' Together CHG ran ten restaurants, and 3 hotel/spas,and at the time CHG was Cape Cod's largest employer. ' Mr. Catania is a proficient restaurant designer and consultant, certified executive chef and wine educator. He specializes in helping his clients identify the right location and property while maintaining anonymity and discretion. His experience and knowledge of the the hospitality industry'is an invaluable resource to his clients and enables him to offer the best personalized service in)this sector. Catania specializes in site location and brokerage for restaurant businesses and liquor stores. Copyright© 2010 The Business Exchange, LLC Phone: 508.790.4500 Fax: 508.790.4555 712 Main St. Hyannis, MA 02601 Log in http://www.tbxllc.com/?page_id=37 8/20/2010 ® JOB SUMMARY REPORT 50 old colony.4te "s tli:Level -� Member Name Results Cafrrent Solution Comments t Beam 1 Passed 3 Piece(s)1 3/4"x 11 7/8"2.0E Microllam@ LVL Beam 2 Passed 3 Piece(s)1 3/4"x 14"2.0E Microllam@ LVL Beam 3 Passed 3 Piece(s)1 3/4"x 9 1/2"2.0E Microllam®LVL Beam 4 Passed 2 Piece(s)1 3/4"x 9 1/2"2.0E Microllam@ LVL • .1 a d Forte Software Operator" �� t •Job Notes r 10/20/2017 12:30:50 PM Brian Flagg Forte v5.3,Design Engine:V7.0.0.5 ' Mid-Cape Home Centers 50 old colony.4te (508)760-4430 bflagg@midcape.net Page 1 of 5 F® R T E ° MEMBER REPORT Level,Beam 1 PASSED IR IG 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Overall Length:27 7 0 + + 0 0 1200' 1570 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results.` Actual(_Location ;1 Allowed a Result {� LDF' Load:Combination(Rattem) System:Floor Member Reaction(Ibs) 11940 @ 12 0 0 13322(3.50") Passed(90%) 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Shear(Ibs) 5234 @ 10 10 6 14807 Passed(35%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-Ibs) -16215 @ 12 0 0 33465 Passed(48%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.188 @ 20 4 2 0.508 Passed(L/972) 1.0 D+1.0 Lr(Alt Spans) Design Methodology:ASO Total Load Defl.(in) 0.303 @ 20 5 7 0.762 Passed(L/604) 1.0 D+1.0 Lr(Alt Spans) Deflection criteria:LL(L/360)and TL(L/240). Tap Edge Bracing(Lu):Top compression edge must be braced at 25 116 o/c unless detailed otherwise. r. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 18 0 0 o/c unless detailed otherwise. a Bearing i Loads to Supports(Ibs) 2 Supports Total Adailable 'Required Dead Roof ,Total Accessories Live 1-Column-SPF 5.50" 5.50" 1.501, 1507 2402 3909 Blocking - 2-Column-SPF 3.50" 3.50" 3.14" 4962 6978 11940 Blocking 3-Column-SPF 5.50" 5.50" 1.501, 1612 2360 3972 1 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. t "' Tributary Dead I e Roof Live , Loads Location(Side)r Width?F (0.90) (non-snow.1.isf Comments 0-Self Weight(PLF) 0 0 0 to 27 7 0 N/A 18.2 _ 1-Uniform(PSF) 0 0 0 too27 7 0 1200 20.0 30.0 Roof/Snow Loading 2-Uniform(PSF) 0 0 0 too12 0 0 4 0 0 20.0 30.0 Roof/Snow Loading ! v Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator k . Forte Software Operator Job Notes 10/20/2017'12:30:50 PM Brian lagg Forte v5.3, Design Engine:V7.0.0.5 - Mid-Cape Home Centers 50 old colony.4fe .x (508)760-4430 bflagg@midcape.net Page 2 of 5 F 0 1® E ° MEMBER REPORT Level,Beam 2 PASSED „ IG 3 piece(s) 1 3/4" x 14" ME Microllam® LVL Overall Length: 17 6 0 + + 0 0 1760 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Re a Actual @ Location Allowed Result 'LDO Load:Combination(Pattern) .� System:Floor Member Reaction(Ibs) 5555 @ 0 3 8 5906(1.50") Passed(94%) 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 4876 @ 15 8 13965 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 25543 @ 8 0 0 36387 Passed(70%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.359 @ 8 9 0 0.568 Passed(L/569) 1.0 D+0.75 L+0.75 Lr(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.583 @ 8 8 14 0.852 Passed(L/351) 1.0 D+0.75 L+0.75 Lr(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 11 9 0 o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 17 3 0 o/c unless detailed otherwise. s: Bearing ) Loads to Supports(Ibs) _ _- —• SU OIfS Floor ;Roof pp Total. Available • Required oead Total Accessories - Live Live 1-Hanger on 14"SPF beam 3,50" Hangers 1.50" 2017 3701 849 6567 See note 1 2-Column-SPF 3.50" 3.50" 1.50" 1898 3649 701 6248 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger - • 'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Length Top Nails , Face Nails Member Nails Accessories 24-SDS self-drilling 16-SDS self-drilling 1-Face Mount Hanger MGU5.50(Hi=11) 4.50" N/A wood screw 0.242 dia. wood screw 0.242 dia. x212" x212" Tributary `Dead Floor Live Roof Live Loads Location(Side) Width (0.90) (1.00) (non-snow:1.25) Comments. 0-Self Weight(PLF) 0 3 8 to 17 6 0 N/A 21.5 1-Uniform(PSF) 0 10 to 17 6 0 1400 10.0 30.0 . - Attic Loading Front 2-Point(lb) 8 0 0(Front) N/A 1096 - 1550 Linked from:Beam 4 Support 1 Weyerilaeuier Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES ; under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/20/2017 12:30:50 PM Forte v5.3, Design Engine:V7.0.0.5 Brian Flagg Mid-Cape Home Centers 50 old colony.4te (508)760-4430 bflagg@midcape.net Page 3 of 5 MEMBER REPORT Level, Beam 3 PASSED,� I[O ° 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Overall Length: 12 9 0 0 0 1200 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Desi n Results r Actual @ Location Allowed Result LDF. Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1301 @ 12 5 8 5906(1.505 Passed(22%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Shear(Ibs) 1131 @ 118 0 11845 Passed(10%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-Ibs) 3943 @ 6 4 12 22078 Passed(18%) _ 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.083 @ 6 4 12 0.404 Passed(L/999+) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.148 @ 6 4 12 0.606 Passed(L/982) 1.0 D+1.0 Lr(All Spans) Deflection criteria:ILL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 12 6 0 o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12 6 0 o/c unless detailed otherwise. Bearing, Loads to Supports(Ibs) --- i Supports" f k Total, Available Required 'Dead Roof "Total Accessories Live 1-Column-SPF 5.50" 5.50" 1.50" 605 768 1373 Blocking 2-Hanger on 9 1/2"SPF beam 3.50" Hanger' 1.50" 597 763 1360 See note' • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors: o Support _ Model° .` Seat Length- ," Top-Nails Face Nails Member Nails Accessories 2-Face Mount Hanger HU610 2.50" N/A 14-16d common 6-16d common Tributary. Dead Roof Live r Loads Location(Side) Width" (0.90) (non-snow 1.25) Comments' 0-Self Weight(PLF) 0 0 0 to 12 5 8 N/A 14.5 1-Uniform(PSF) 0 0 0 to 12 t 9 0 Fron 4 0 0 20.0 30.0 Roof/Snow Loading Weyerhaeuser'Notes 9 p Y p 9 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator Job Notes 10/20/2017 12:30:50 PM Brian Flagg Forte v5.3, Design Engine:V7.0.0.5 I Nlid ape Home Centers 50 old Colony.4te (508)760-4430 bflagg@midcape.net Page 4 of 5 , 9 F O R Y E ° MEMBER REPORT Level,Beam 4 PASSED 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Overall Length: 12 11 0 0 0 1200 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results .,Actual @ Location " .Allowed Result i LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2646 @ 0 4 0 13956(5.50") Passed(19%) 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Shear(Ibs) 2134 @ 13 0 7897 Passed(27%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-Ibs) 7685 @ 6 5 8 14719 Passed(52%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.259 @ 6 5 8 0.408 Passed(L/568) 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.442 @ 6 5 8 0.613 Passed(L/333) 1.0 D+1.0 Lr(All Spans) + Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 12 110 o/c unless detailed otherwise. ' Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12 110 o/c unless detailed otherwise. - - -- — Bearing Loads to Supports(Ibs)- Supports Total Available'' Required Dead , Roof Total Accessories Live 1-Column-SPF 5.50" 5.50" 1.50" 1096 1550 2646 Blocking t 2-Column-SPF 5.50" 5.50" 1.50" 1096 1550 2646 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ' Tributary., Dead Roof Live s Loads Location(Side) Width (0.910) (non-snow:1.25) omments 0-Self Weight(PLF) 0 0 0 to 12 110 N/A 9.7 1-Uniform(PSF) 0 0 0 to 12 11 0 Front g 0 0 20.0 30.0 Roof/Snow Loading WeyQrhaeUSCrNOteS.,,,, (IS)SUSTAINABLE FORESTRY INITIATIVE � r Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at t Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES e under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes e 10/20/2017 12:30:50 PM Brian Flagg Forte v5.3,Design Engine:V7.0.0.5 ; Mid-Cape Home Centers 50 old colony.4te (508)760-4430 bflagg@midcape.net t Page 5 of 5 - .a PROVIDE PROVIDE PROPER PROPER PLA5HIN6 8 8 8 PLA5HIN6 12 12 12 12 or 12 . '- --A5PHALt 5H I N6LE5 8 8 B 12 or 6 A5PHALt 12 or 6 �or 12 5N I N6LE5 S - - 66CONO PLOOR P ' SEGONO FLOOR 5600NO FLOOR ? �i-- -- -- _-- -- -- R�-� --- - -- - - - -- -- 6ALV. METAL GAP (tYP.) MAIN FLOOR R ED-- -MAIN FLOOR R-�` �'�MA I N FLOOR P-1� (� I GNT 5 10� E�EVAT I ON K5,AK EI,EVAT I ON L5,f:�T 5 1 0�, 5-I,EVAT ION 5GALE°NTS 5GAL6r NTS 5GALEr NTS -'C7 S.i.1'I � '•� 47 CC) i A5PHALt 5HIN61,E5 i 35'MAXIMUM 12° SNUtfERS Hill I It 11111.11 11 illi 111 11 it] 111#11 111 11 111 111 Hill III Hill 111 11111 It 1 11111111 1 -i. I to wirALo a 22.5' MAXIMUM OVAL CLAPBOARD 5E00No LouvER. OR SHINGLES FLOOR P FAI V. METAL GAP(fYP.J ❑ ❑ ❑❑❑❑❑❑ a��0C]a�� _ MAIN FLOOR R --- ❑ a ❑ ❑ ❑ ❑ ❑ ❑ --- GROUND I ELEVATION �K0NT SCALE- NITS DATE: 1/22/2015 BKEW5TER,` y r REFERENCE (3 M A PLAN TITLED "APPROVAL NOT REQUIRED SUBDIVISION OF LAND', Re P, ' PREPARED BY BARTER. NYF_ ENGINEERING f- SIJRVFYING, DATED G R 93 / /2014 AL TOWN OF BARNSTABLE GIS.MAPPING _ �,- LOCUS x NOTE: THIS SITE PLAN WAS NOT PREPARED FROM ANY INSTRUMENT SURVEY AND UNDER NO CIRCUMSTANCES SHOULD THE'DISTANCES, `_ R BEARING AND/OR OTHER FEATURES SHOWN DE U5ED TO-ESTABLISH ; 5„ah °aO` �o,,iesc PROPERTY LINES. ALL LOCATIONS ARE APPROXIMATE: IL \ _ m Ak KEY MAP LOCUS u o Q 50 OLD COLONY ROAD ` i LEGEND Q rn . p -.. � HAND BORING p ZONES _ r O E1 TEST PIT O FORMER SEE COTTAGE MONITORING WELL T x 40 x 5'(D) v RMSEE DETAIL a _ �Ilr� y .. FORMER AST ' y AREA-OF STAININGIL 2 _ ... STOCKPILE B AREA OF STAINING rf ' HB- map a MW-I f W AL" • AIL , k � , ' STOCKPILE A 1 AL H B-2 - x T F f x H B_3 . - s. t MOcsHEo RTN 4-26- 794 l ROAD'OLD COLO. PROJECT: ` ZONE A EDGAR GE YAN I O'x 15'x 2-3'(D) VQRG 271 GREAT MARSH ROAD 'CENTERVILLE MA 02632 AREA OF FERMANENT SOLUTION STATEMENT TJTT IMMEDIATE RESPONSE ACTION COMPLETION RTN 4-2G704 -„ with PERMANENT SOLUTION STATEMENT �'•'�•� 50 OLD COLONY ROAD.-HYANNIS,MA 02601 DETAIL BENNETT ENVIRONMENTAL CALE I"=5'S S KETC I-I PLAN A AssOCIATES, INC. LICENSED SITE PROFESSIONALS,ENVIRONMENTAL SCIENTISTS, r . GEOLOGISTS,ENGINEERS O 40 80 120 1573 MAIN STREET,P.O.BOX 1743,BREWSTER,MA 02631 , ` - - - - - PHONE:(508)896-1706 ���iv.bennett—mm- FAX:(508)896-5109 4. - - - - , ," - DATE: SCALE: BY: CHECK: JOB NUMBER: SCALE I =40' { 9/20/17 As Noted SRF JTW BEA17-11040 4 QI .. i- tt I CERTIFY THAT TO THE BEST OF MY 03` rS IA�`� �n LOCATED IN RELAl10N TO TtiE MONUMEKN NTSW S iOWNTME EXISTING STRUCTUR S 01MV HEREON IS GENERAL NOTES 4 �� 1. • THE INTENT OF THIS PLAN IS 10 DETAIL EXISTING FOUNDATION AS-BUILT AT C ��JJ � � � +1-�-�N ° THIS PLAN IS NOT TO BE THE NOR IS IT TO BE.USED TO ESTABLISH PROPERTY LINES. 50 OLD COLONY ROAD, LOCUS AREA IS COMPRISED OF: 0 R;p.48637� 3 T Pfl - CUR ASSESSOR'S i 2. PER RENT ASS RECORDS: / OWNER: . GAR1K GEVORGYAN AND ELGA GEVORGYAN 271 GREAT MARSH ROAD REGISTERED; PROFESSIONAL LAND SURVEYOR - BAXTER NYE ENGINEERING & SURVEYING" """ - CENTWLLF, MA 02632 LOCUS MAP RECORD PLAN. PLAN BOOK 658 PG 28 Scale: 1"=2000'. DEED BOOK 30694 PAGE 30 ASSESSOR'S MAP: 306 117 001 OLD COLONY ROAD 3. A TITLE SEARCH HAS NOT BEEN PERFORMED,FOR THIS SITE: THERE MAY BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS ' r ETC. NOT DEPICTED. IF DETERMINED TO.BE NECESSARY,-A TITLE SEARCH (49.5 WIDE TOWN WAY N 1965; L.O.) SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BARTER NYE w G SURVEYING. . ENGINEERING k URVEYIN 4. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE I RECORD INFORMATION CONSISTING OF-PLANS AND DEEDS. THE EXISTING FEATURES ys e� A100.7' SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY �e• s� �. R2e4o.2' 1 !�130.3 N 222'22'E _ PERFORMED BY BARTER NYE ENGINEERING & SURVEYING ON OCTOBER 10, 2017. 4R2e40.2' 77.59' o , 6 P PRVGRGoI \ JAW G� 8A,PG. 2� W 17.0 _-0 t: NB t)1� 290 , pasMNG NDA110N P� � � 6 u 1 RGEy 250 io n 06 PPP\5�l�09 PCoo �, OER - Qr� w P>>5 50 LD COLONY `D\ t 0 ' HYANNIS MA Mir.Gark Gevorgyan N 271 Great Marsh.Road DgJD 43s3' 1 P��� \ Centerville MA 02632 S 141 W.W ME ti� SNOWN�S�RoM�' FOUNDATION CERTIFICATION PLAN Z S \S ur16\MPS P PGe NE WF/PA, WPR o�559 oR��5 v BAXTER NYE ENGINEERING&SURVEYING E '(5 17 5 Registered Professional Engineers and Land Surveyors �3�06 p t 0\�s 90 p�Rp GN w5 9 r 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 �2\ `Cw • max: �, , MPp RpeER �1T DESG Go�Rt y 6 P MBE 9 �\\ I N CERP No SE NO Phone-(soB)nr-7so2 Fax-(sos)771-7622 M� DPN\62 PG• ip��1G � � 6� r1� g,53 � • n DATE 10-20-2017 A ,3° 30 0 30. 60 ,ytis FCC SCALE IN 'FEET a,E tvs� SCALE: 1 " = 30' 2014-002 ,voRtcsr, roc . 20,4-002 0:\2014\2014-002\SURVEY\WORKSHEET\2014-002 FCC.dwa 10/23/2017 12:55:11 PM,Bluebeam PDF 7Atj= SMOKE DETECTORS REVIEWED I 50 OLD COLONNr' ROAD Ito BUILDIN DEPT.' DATE FIRE DEPARTMENT DATE- HYANNI M A BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ' FM E0101, 000 - HIIII [EE LIST OF DRAWINGS COVER SHEET STRUCTURAL ENGINEER: A-1.1 FOUNDATION.8 FLOOR PLANS ,`o. F ss A-2.1 EXTERIOR ELEVATIONS William 0, Bishop, P.E. A-3.1 SECTIONS 4 DETAILS 5263 Wylie Lane osh� A-4.1 FRAMING PLANS Port Charlotte, FL 33-BOI ..131 A-5.1 LIFE SAFTEY/ ELECTRICAL 508-328-5544 Fax: 1-941-6 -986'1 /MECHANICAL /PLUMBING { . PERMIT SET GENERAL NOTES 3 sa 'z, PyA BAXTER,NYE 7 I.)THE INTENT OF THIS PLAN IS TO DETAIL PROPOSED WORK AT LOCUS 8.) FNIARONM 9AI INFORMATION(BASED ON AERIAL GIS INFORMATION)' 4 y 5 T ti Y1Ft k +; X - ENGINEERING & 2.)LOCUS AREA 6 COMPRISED OF: •SITE IS NOT WITHIN AN AC E.C.(AREA OF CRITICAL ENVIRONMENTAL CONCERN). }••a ,� , al SURVEYING P4 ZONING TABLE ' kr ��� ` ` ASSESSOR'S MAP 306 PARCEL 117 •SITE 5 NOT WITHIN AN AREA OF ESTIMATED HABRAi OF PARE WILDl1fE PER �^^'''' BOOK 22090 PAGE 286 NKESP MAP OCTOBER I.2010 ZONING HABITATS OF RATE WILDLIFE" 1 ask a I VI SI"2tCHdx li NIY� '� FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS(310 CUR 10). ZONING DISTRICT(S): RB .,.,n U OVERLAY DISTRICTS: AP S-f,N, � `}}r}"4�a� ��g�43 Registered Professional Engineers PUN BOOK 539 PALE 46 •SITE DOES HOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1.2010 ALLOWED USE: SF TIES. DWELLING(DETACHED) - t i �)Cia �{*Sx. 'arb and Land Surveyors :� " RED VERNAL POOLS." - EXISTING USE: 120-SEAT RESTAURANT--, SF DWELLING • At •�>^(sfttA;' P,}� AB ,. z PLAN TOWN 119 P E COLONY ROAD EXISTING TOTAL BUILDING AREA = 4,346 S Ft. - ''""L P T"� yl �t Su 78 North Street - 3rd Floor PUN BOOK 119 PAGE 127 FRAMES 1 AND 2 •SITE A N07 WITHIN AECIES'tt HABITAT PER NHESP MAP OCTOBER I,2010 ENDANGERED EXISTING BUILDINGS TO.BE DEMOLISHED 9 A U t 77.>M e I ,T%). HPBfTA1S'.OF RARE SPECIE"FOR SPECIES UNDER THE M6SSAGIUSEFIS EMMIICENED fib{ d t�3 Hyannis, Massachusetts 02601 (v - OWNER:GARIK GEVORGYAN SPECIES ACT,REGULATIONS(311 CMR10). TOTAL PARCEL AREA: 33,347t SF FxJ 3.) PROJECT BENCHMARK:MAG MAIL SET AT ROAD SIDELINE AS •SITE IS NOT WITHIN A STATE APPROVED ZONE R GROUND WATER RECHARGE PROTECTION AREA - REQUIRED/ALLOWED PROVIDED (' 71) R1�''`x""' (` 1t'S..p'.lp'rWA Phone - (508) 771-7502 SHOWN ON THIS PLAN-EL. 14.98'NCVD29 LOT 2 - 19,934 TOTAL Fax - (-� ESTABLISHED BY GPS OBSERVATION CONVERTED' 'SITE IS NOT WITHIN A ZONE OF CONIRIBUIION TO A SALTWATER ESTUARY(BPRNSTABIE B.O.H. LOT AREA: 33,347 SF" 43.560 SF LOT 2 - 18,076 UPLAND LOCUS MAP Scale 1"=1000, www.boxt r50 ye com 7622 -' REG.360-45). i0 NGVD29 USING CORPSCON 6 SOFTWARE y � FRONTAGE: _ 20 FT - LOT 2 - 207.E FT 4.)ZONING INFORMATION •WETLAND DEUNEITION BY LORD MacDOMD,M.S.,P.W.S.OF BAXTER AK ENGINEERING&SURYEIIKG.-SEPTEMBER 19,2011. BUILDING SETBACKS RB ZONE: STAMP S TA M P ZONING DISTRICT: R8 FRONT SETBACK 20 FT(EXIST 5.4 FT) LOT 2 - 21.2 FT 9.) UTILITY INFORMATION SHOWN HERON: SIDE/REAR SETBACK _ 10 FT LOT 2 - 12.1 FT MIN. - CURRENT MINIMUM ZONING REQUIREMENTS: D.E.P.File#SE 3- MAX. LOT COVERAGE(STRUCTURES): MIN.LOT AREA 43,560 S.F. .THE CONTRACTOR SHALL CONTACT DIG SAFE A.T 1-8B8-DIC-SAFE AND UTILITY COMPANIES TO LOCATE 20% LOT 2 - 207. ( ) (UPLAND AREA ONLY) Order of Conditions Expires: MIN.LOT FRONTAGE=20' ALL EXISTING UTILITIES, 1 ASTR 72 HOURS WATER TO THE START OF CONSTRUCTION THE APPROXIMATE AT FLOOR AREA RATIO 30% LOT 2 - 22% - - MIN.LOT WIDTH=100' kA75DNG UN�MiGROUNG IHFRASTRUClURE,UDllDES.CONDUITS AND LINE ARE SHOWN IN AN APPROXIWTE MAX.8uILDING HEIGHT=30' WAY ONLY,MAY NOT LE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE - CONSERVATION NOTES: - FROM YARD=20' SIDE&REAR YARD=10'/10' - AVAOABLE UDUTY RECORDS NOTED HEREON.THE CONTRACTOR AGREES i0 BE FULLY RESPONSIBLE FOR MAX. BLDG. HEIGHT.(STORIES): 2.5 STORIES OR 30 FT 225 FEET MAX. (TO PLATE) ANY AND AL'.DAMAGES WHICH MIGHT BE OCCASIONED BY THE COFRRACN)R5 FAILURE TO LOCATE SAID _ OVERLAY DLSTRICTS:AP 81FRASTROYURE AND UTIUDES D(A.CTLY.IF FIELD CONDITIONS DIFFERS FROM WAN INFORMATION,THE ��PRE-EXISTING NON-CONFORMING I. NO 15 TO BE DONE GALL FO MS A&B ALDNG WITH REQUIRED, PHOTOGRAPI6 Aw CONTRACTOR SHALL NOTIFY THE ENONED7 WMEDATELY FOR POSSIBLE REDESIGN SUBIHlIFD TO CM60'AMN C01BUSSION. _ 5.) A TREE SEANECESSARY. HAS NOT BEEN CH SIALL FOR THIS EDSIT E DETERMINED .OVERHEAD ELECTRIC SERVICE S40WN AT LOWS WAS FIELD LOCATED BY BAXTER NYE ENGINEERING& • - 2 GOOD�� ��OF YEIALES�LANDSCAPING, ro BE '�a CON 5 U L T A N T TO ff NECESSARY,A TITLE SEMCIR SFM11 BE PERFORMED BY O1HER5. SURVEYING - - 6,)THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION CONSISTING .GAS LINE SHOWN AT LOWS WAS TAKEN FROM 1 THE AS-BILLT FOAWi17KW.RAN SHHI.BE OWYFIRED to THE CONSERVATION p OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN HEREON WERE O9G9NE0 FROM AN ON THE GROUND FIELD SURVEY PERFORMED •APPROXMMAR:LOCATION OF SEWER LINES PER SKETCH PROVIDED BY 111E TOWN OF BARNSTABLE t ALL RDOF LEADERS SHML D6LTLNAT TO DRY WELLS OR O+ID 7RDE ES BY BAITER NYE ENGINEERING&SURVEYING ON SEPTE11M 19-21,2011. ALL PROPERTt'LD/E AND SITE DEPAR71ENT OF PUBUC WORKS PREPARED BY A&B CARGO(PERMIT NO 33191 DATED 5/7/1990. - MWATENPUV(WPUINROWTHE ' FE47URES WERE DETERMINED UNDER THE DIRECT SUPERVISION OF VO N Ria M4 PIS 129674. SEWER MANHOES SHOWN ON PLAN WERE FIELD LOCATED BY BAXTER NYE ENGNEFRMG&SURVEYING S COHSULTUION COHSE MUM COMMISSION STAFF.BUFFER SMALL BE PREPARED IN CONSULTANT N S U L T A N T INVERTS TAKEN IN FIELD BY BAXTER NYE ENGINEERING&SURVEYING,WHICH APPEARS TO HAVE .- 7.) COMMUNITY PANEL NUMBER.25001CO56W :ABANDONED PIPES TO A PREVIOUSLY USED LEACHING FIELD. 6. ALL WTERMS FROM BINDING DE/O TON STALL BE HAULED OFF SITE AND DISPOSED OF IN •- ACWRDANCE WITH APPIIGOE RIMUT1OS. THE ROOD INSURANCE RATE TAP DEFINES TINS AREA AS ZONE AE(EL 11),X SHADED AND X UNSHADED. .APPROXIMATE LOCATION OF WATER ONES WERE TAKEN FROM A SKETCH PROVIDED BY ME HYMNS WATER MTN(/1294A&22940). WATER CATE LOCATED AT 136 OLD COLONY ROAD WAS REED LOCATED BY - 7. NEW HDUSE 5 TO BE COIECIED TO TOWN SEWER. TIDS(1EDCE & A SINGE RAW.FENCE 91AU.BE INSTALLED A.THE 50'BURET LINE AFTER REM AL OF PREPARED FOR: - - - fWYBMEi _ Mr.Garik Gevorgyan 271 Great Marsh Road Centerville MA 02632 cot To ION \ `\ 14.98 46 CO.) 14 C O PROVIDE ACCESSIBLE RAMPS \ ' EACH SIDE OF NEW DRIVEWAY \ =VJ•' ^'=' -O (TYP) \ \ 14Q2 INSTALL NEW CUR8 TO \ w. MEW CLOSE EXISTING \ - " 5 DRIVEWAY OPENING 14.2E tx LOT 2��, Wkk u79 ncc \ \ ..� AREA=19,413 SF-- 14. 7EG nec .. \ l,xB /,XB.I16 TIE INTO EXISTING SIDEWALK (18,076 SF UPLAND) - \13.52 nec +7.I75 AMID MATCH EXISTING WIDTH FAC - ' T�21 \ Jz4s o0o nEc ' 1S5 REMOVE GRAVEL PARKING - - 7.296 tac LOT&REPLANT.SEE / M f+ CONSERVATOR NOTES 5&B. Ib'.5 PROP. a9E0 413 s = ORCH 76.5 DRIVEaPWAY 21. M2&40 3 \ \ Q • I N 45.0 09.0E r •2� - „ yl \ F //O�� 'S75 ED 1Wo._ I' I6. 16.2 'I BUILD ROOM MOLISE NG OOTPRINT � vl ?'� 'aa 'c AREA sF%y - /i I I(IXCLVOES RL7 Do SF,-'"I PRO - ?? .. .LOT 1 �'+ L T.O.F.F L SO,bECKS) 2-C4R GARAr�D i s -SEE KwNSERvnitb� Q AREA=13.934 SF '1.5.5 l6.5 I SLAB E NOTE B- sg• SHAPE FACTOR 24 ;\ I -Is.S / -,_____ ---- PROPOSED BECK' 16. /_. \ \ a ` / ' 1 A :.••. REPLANT + ,_ 1 ZO,%---� (SEE CONSERVATION �'I �/k '_ ---y- .•l:S� NOTE 5) 1/ a PROP K IT ....__. / LIM _ - r a WP/A1 Y3-- WF/A\t-2 m SL z• n.: • OF.C. i- --_, --.ve MAP 306 PARCEL 216 ¢ 3 •'.'.'1:'.'.':'•'•': „f;=,- --��- N/F ADELBERG -01 CIR m I. D 30 JV..•• t - ..� '_ __ "; /A7-5 CE tY RTIFICAIc 156403 ' - WF/A7-6 POST \m/ ----_ -F/Al 6 ` /��} - 4•DIAL RAL 1 Z WF/A7 9 SHEET TITLE J y-�`F/Al-t0 Wetlands Permit Plan at MAP 306 PARCEL 116 � WETLAND DELINEATION BY.LORI - N/F DICIOCCIO THIS.LINE SHOWN SCALED - LOT 2 • WF/A1-12 MacDONALD, M.S., P.W.S. OF BAXTER _ CERTIFICATE 112849 APPROXIMATELY FROM FENCE SECTION ELEVATION' NYE ENGINEERING&SURVEYING PLAN BOOK 539 PAGE 46 SHEET NO SEPTEMBER 19. 2011. ports M.raoiRm WmTx Io I[(a)x ExKT Wm1IL YommW MFvnM a'. WF/A1-13- NO DESCRIPTION EXISTS FOR THIS LINE wpp .O R¢awLNwrxaa.s IEnuammns SEE LAND COURT PLAN 17595 { z Au wTERW4 ro ec an•R uaJs oRWWW6[RMxMIommFD er wNwieluNeR m swlm+. BUFFER ZONE-SPLIT RAIL FENCE R DETAIL DATE 04/30/2015 20 D 20 40 ( SCALE IN FEET S C A LE: 1'= 20' DRAWNIDESIGN BY: OF CHECKED BY:MINE • JOB N O: 201I-0D2 CAD 0 FILE, 2014-002-0M T.O.RER-16.80' a-0 rl" TRUSSES. ' 10"SONOTUBE TYP. -------------- ----- ------------7-- -------------- L .. ------I------ ............................... ...... ....... .... ..... ................................. ------------------------------ ------ ........................................................... --- --------------- .......... --------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------I ------ - T.O.11ALL-16.50, 9$T.O.LUALL-18.50' T.O.FTG-10.50 • _ D CONVENTIONAL FRAMING TO TOP OF SLAB RIDGE ELEV-16,50' -- ------------ FK -------- PITCH 3" --- --- --- --- LVBX101091EELLOR --- --- ---- 5"OVER I-P-1 4 ---- - ------ LV ..... ---------- -4 V ------- ----- N. -------------------------- --------- 616 1 3'ST--FL COL. ----------- -------------------------- P TYPICAL ROOF FLAN FOOTIZO"W/(4)-5 Die POST -SCALE: 3/16"ol'-O" ......................7... ........ ....... ....... IPO"X" . ........................T---—---- ----------T................ RISES. d-,T.O.SLAB.1e.,30' ........... --------------------------5..lRr;,om5---- ................................................ PT 4X4 A-1 10 SONO BE IYFI�l--—-—-— ----------------------------------------------------------------- ................................................................... . 24'-0" -0 BASEMENT PLAN $ELE:V-lS.00'-/- 0,\. I 17- I&'-O"xlO'-O" I 1/4"xld'TREADS ON- 14' 12'-6" L M,BATH BATH TW.I-- PERMIT SET 4-1-11 21' DINING R :)M x MATTHEW MULLIGAN L:Lau RY 24 CAROLYN DRIVE $R�F.ELEV-1'3W'-/- -H EXPOSURE B 110 MPM WIND REQUIREMENTS PER WFCM 110 Mf PLYMOUTH, MA 02360 UP 3R I'—*'�T -1&0 r r 3_ I.ALL NAILING PER TABLE 2 WFCM 4 -MR TABLE 5602.3(1) - ------ -- - PLATES 4 8"EMBEDMENT DN --------- a' 2.SILL BOLTS ALL 5/8"0 W/3X3XI/4" 7 40"O.C.4 WITHIN 12"OF ALL CORNERS EACH WAY NOTE:THIS REQUIRES THAT THE FOUNDATION WALL BE FULL L f HEIGHT CONTINUOUS AROUND HOUSE FA El V 3.PROVIDE BLOCKING IN ROOF,CEILING 4 FLOORS IN ALL GARK GEVORGYAN GREAVROOM FRAMING PARALLEL TO THE EXTERIOR WALL,SPACED CATHEDRdL 48"O.C.MAX IN TWO mEt-15rRs SPACES TYPICAL 4-PROVIDE MIN 4'LAP IN WALL PLATES W1 16-16D NAILS 50 OLD COLONY ROAD 5. ALL:ROOF-SHEATHING AT 4'EDGES TOP BE 4"EDGES/4"FIELD HYANNIS, MA 10'-4" TYP,TO BE 5/8"PLYWOOD NAILED W1 5D-6"EDGES r."FIELD 0.ALL LONG SIDE EXTERIOR WALLS ARE TO HAVE MIN X 1/16"PLYWOOD NAILED W/8D 0 4"EDGES/12"FIELD BEDROOM-2 ALL SHORT SIDE EXTERIOR WALLS ARE TO HAVE MIN 1/16"PLYWOOD NAILED W/aD-3"EDGES/12"FIELD (ALSO INCLUDES INTERIOR WALL OF GARAGE) j 1. ALL RAFTER-TO-EXTERIOR WALLS:SIMPSON H2.5A FOUNDATION 4 FLOOR PLANS V-11W, 8.ALL RAFTER-TO-RAFTER OVER RIDGE/HIP/VALLEY: SIMPSON LSTA3 DRAWN BY: MPM 6e N SCALE- 1/4"=1'-0" FIRST FLOOR FLAN DATE: 4/12/1-1 - 12XI8 GABLE T.O.RIDGE END VENT B ELEV=IS4I"/- _—_ _—_ ----.----_- - m AVERAGE GRADE I2 — B p - �",INDE-5.-N DOWS ARE SIZED FOR TRUSS TYPED BASEMENT cNT WALL SILVERLINE BUT - WRAPPED ALUMINUM RAKE - N BE BSTITUTED FOR SIMILAR O _ �x CATHEDRAL CEILING 2X6 FULL _T.o.2ND BUBFLOOR = - - e -- -- HEIGHT STUDS ___ ...Y.O.-TOP PLATE_ VINYL BOARD _ - - CORNER T.O.HEADER _ __ - _ _ -- ._ _ — -— BQ I 0 3046 3oaG - �; ❑❑❑'• —_ � IX5 VINYL TRIM - = ON WINDOWS ❑❑❑ ❑E 305Q 4 Q — — — — -------— .. T i i. i I _'� — GBG GB i GBG 'GBG'• __ �GBG'. -- —__ i T.O.FIRST T.O.f5N WALL m HOU W/SIDELITE - - GARAGE DOOR BASEMENT. 0' .-_ -' _________ __ ________ _________ ________ _________ ________ _________ _ _______ ___ __ ______ _________ _________ _________ _________ _________ __ __ _ _ . B.O.FOOTINGS - .1 - _________________________ FRONT ELEVATION LEFT ELEVATION • B A _ a ROOF CONSTRUCTION: 40 YR ARCHITECTURAL ROOF SHINGLES - - MEMBRANEUNDERLAYMENT - - ` - _ 5/8"PLYWOOD SHEATHING ROOF TRUSSES O 24"O.G. a - EXTENT OF ,ti CATHEDRAL CLG. - - F.F.ELEV=19.50 /- — _ - i T.O.GARAGE FLAB_16,50� 6 6RADE'ELEV=16.00'•/- _—__--_—_____ _—_—_—_—_-__—_ _— — x. • r _______________ -_________________________________________________ _ -n _________ _ ___ ______ ______ _________ __ __ ____ REAR ELEVATION RIGWT ELEVATION LOW DENSITY ICYNENE OPEN , CELL SPRAY FOAM 12 J PERMIT SET 4-�-1� HIGH DENSITY ICYNENE CLOSED .. ._ CELL SPRAY FOAM . ASPHALT SHINGLES a m�m�tiw4 } MATTHEW MULLIGAN wooD TRussEs ;' �;b - -24 CAROLYN DRIVE 5/8"PLYWOOD SHEATHING PLYMOUTH, MA 02360 coxr.ALUMINUM DRIP EDGE t '. ON f,WIDE ICE WATER SHIELD l - PVC COLUMN Jf`'1 50S-3I1-92�6 . PROFILED ALUMINUM FASCIA - _ BASE 1 CAP 5"K STYLE ALUMINUM GUTTER 8.. IXS AzEK OR 110 MPM WIND REQUIREMENTS PER WFCM 110 MPH EXPOSURE B SIMILAR PVC —3 1/2"STEEL POST - _ BLOCKING To SPRAT _ _ IR"BHIMa 1.ALL NAILING PER TABLE 2 WFCM 4 l8 R 0 CM TABLE 5602.3(1) . FOAM AGAINST . "-• - GARIK GEVORGYAN VINYL soFElr - - - i .. 2.SILL BOLTS ALL 5/8"6 W/3X3XI/4"PLATES<8"EMBEDMENT ®40"O.C.4 WITHIN 12"OF ALL CORNERS EACH WAY VINYL TRIM TO ACCEPT SIDING - ROOF SHINGLES NOTE:THIS REQUIRES THAT THE FOUNDATION WALL BE FULL rJ"O OLD COLONY ROAD IX3 BLOCKING HEIGHT CONTINUOUS AROUND HOUSE INTERIOR:COLUMN 3.PROVIDE BLOCKING IN ROOF,CEILING 4 FLOORS IN ALL Hl'ANNIS,'.MA X3 TRIM _ SCALE: 1"=1-0" FRAMING PARALLEL TO THE EXTERIOR WALL,SPACED e - 4CCESSOR7 WINDOW TRIM IX8 RAKE BOARD : 48"O.C.MAX IN TWO MEMBERS SPACES TYPICAL 9 IR"G.w.B. OVER IX BLOCKING PVC COLUMN 4.PROVIDE MIN 4'LAP IN WALL PLATES W/I6-16D NAILS WINDOW UNIT 4 MIL VAPOR BARRIER WRAP W/ALUMINUM FINISH .BASE"CAP 5.ALL ROOF SHEATHING AT 4'EDGES TOP BE 4"EDGES/4"FIELD SPRAY FOAM BEAD- 1,4 1a os6 - IxS AZEK OR - TYP.TO BE 5/8"PLYWOOD NAILED W/8D 6 6"EDGES/6"FIELDFROM TOP OF WALL a a - - 2-2X6 PLATE o W SIDING SIMILAR Pvc 6,ALL LONG SIDE EXTERIOR WALLS ARE TO HAVE MIN EXTERIOR ELEVATIONS 4X4 P.T.POST o ? `a m • 4 MIL VAPOR BARRIER rc a. - l/I6"PLYWOOD NAILED W/8D a 4"EDGES/12"FIELD a lz GABLE END TRUSS In"SHIMS ALL SHORT SIDE EXTERIOR WALLS ARE TO HAVE MIN - t a 2x10 HEADER o = 1/I6"PLYWOOD NAILED W/8D®3"EDGES/12"FIELD DRAWN BY: MPM Lau EXPANSION 3 ;� ' I (ALSO INCLUDES INTERIOR WALL : GARAGE) �' - FodM dr R.o.'S n - 1.ALL RAFTER-TO-EXTERIOR WALLS:SIMPSON H2.5A - Y EXTERIOR=COLUMN 8•ALL RAFTER-TO-RAFTER OVER RIDGE/HIP/VALLEY: N SCALE: I/4'=I'-0" ,A TYPICAL EAVE a 9'-O" PLAT-E �I TYPICAL RAKE C slMPsoN LSTAs „ SCALE:1".1'-0" — �J SCALE: I"=P o° SCALE:Y'=P O" DATE: a/Iz/n 1� j/ FIN.SLAB-T.O.FIRST FLOOR FIN.SLAB-T.O.FDN WALL I Qr i ! —i I a • I ° Z I o° • , a I I E00 O� 0° (N1 lN II m O e zX D3No mvDA DzZ mO no C n �7 ul m. I Z b J _ - A - IIII sN Oz3 z D N i p p o o ' mRon p pm A7czp mypT NN2 n 4 p /� !1 F O 10m z EE c UA rA - mOmO Wm W NX 3 T_0 o Z I ,, I `\ I . I D Ir � I ; @eWcD�r m�py6 I nNS�L�IP pWm Aaa" O�O SyR �nmR pX3 0�L• N� II o�wSn mj X8ED�m w F, 25 z mm°pl z v m` o� - - - - -- - - ----- - � _ 0 � - m (1 N yN A ADZ' CIAm tn D ttNOU+ 01 m O �=p m 3 + 3 Ow� m 0 3 � n p X N it 1 O m p N� n L Z' nmi E A yy d` N < 3 D D a z m z =11 A � N mm mazy D III +� �� m y a mm 0 m �x Q ^m AVl —ol ?D y - L` 's.' m o DET Om FX m�DDm I I J 1.0 70 r _ _ m5 y 1 ASS m U3FU q m V- Jllhull _ �y Jam- ��� X �p�., - IID I�77 I� 0 Op�g 3 �0 aA m - ____L O 0D ~ m 11► �I I Z _� - m r� b -_ r -----— ------------ y E O ( !" z N N aU3 ,a Z b to NO "� Nbzr m z 4� Odr OGN mz � o W �z TRU55 TYPE D TRUS5 TYPE G TRU55 TYPE B TRUSS TYPE A-1 ` 1/2 SPAN FULL SPAN 112 SPAN - s__________________ _______ _ _ _ ___ ___ ___ ___ _ ATTIC SPACE IT7 lPO5T - ATTIC FLOOR SHOWN SHADED AREA TRUSS TYPE A �l ATTIC STAIR - ry S 2 POST mWBX2 OR 16 LVL w m i Q ____ ____ _____ _ __ _.___ _____ __ ._ ___ _ _____ __-__ ____ _ u •V SPACE FOR ATTIC STAIR POST POST - � 2XI0' TRUSS TYPE:A-I - POSTI� O�� - _____ - _______ _ _________ �-�, '----- ----- -- Y__--- •- _-- TRUSS DESIGN GABLE END TRU55 BASEMENT WALL ---- POSi ---- I{ TGSL30PS F - e I� i P.T.4X4 ___ ____K _____ ___ _ _____ ____ __.__ __-__ ___ _ _ _ J� __ _____ -____ ____ __ _ __ _ __ _____ ___ _ __ _____ _ ---- + BCLL-IOPSF(20 PSF m ATTIC) .- ROOF FRAMING PLAN - ___=__- _ - „•_ •,_- .........:................ BCDL-5PSF 2XI0 BM - CATHEDRAL GLG AREA CON-FRAME TRUSS TYPE A 2XIO-16"O.C. FULL SPAN ROOF TRUSS PLACEMENT PLAN 4 SHOP DRAWINGS PROVIDED BY OTHERS - TRUSS TYPE D TRUS5 TYPE B i I s I P.T.2XIO®16"O.G. ------------------------- TRUSS TYPE C . PLYWOOD&l THMG . WALL P1LL HEIGHT 2XIO 0 16'O.G. 2XI0 PERMIT SET 4-1-1-1 MATTHEW MULLIGAN a 24 CAROLYN DRIVE OR PL 60 WBX1O OR . . I MOUTH MA O wBxto Y 23 (v lo°wL� -� SOS-31"I-9216 - G-sARIK GEVORG YAN 50 OLD COLONY ROAD ---------------------- i ` HYANNIS, MA L .47 --477 El 41 ,. (2)2X4 FOR 4x4 POST' FRAMING PLANS ' HEAD ROOM - (NEED - FIRST FLOOR FRAMING PLAN DRAWN HY. MPM N SCALE. 114"-1'-0" i DATE. 4/12m ELECTRICAL LEGEND D Switch Fig Fanlight J-Box $3 Switch 3-Way 0 J-Box L Switch 4-Way O Recessed Flat �Q ` Fil� __—- I . Q. L.Dimmer Switch a Recessed Slope,. �I Outlet - ��Outlet.GFI - KIT HL�e"Oom ,. Outlet 220Y ,® .Exterior GFI i DINING ROOM � �X ® \, Switched Outlet '- Fan Light I LARY a� , Counter Height GFi Q Wired Outlet T SI„I gM &-Floor Outlet ® Smoke/CO Comb DN.. —1.LIGHT .r --- -- .___ .. - ----- ---- - - . ----- _ Smoke Detector • - --i-� \ ---; Irz watt _ ` COO Detector " I Op Porcelain light 4 Gloeet Light • -- -- BEDROOM•1 r Thermostat W WV J-Box GREATIROOM / - - - _ O r OD . \ \ ----- Q----- -� -I �°Dedicated Outlet. o_ OH Door Opener --- - ' p Surface Mounted. =Exterior Light LIN th b, r BEDROOM Y2. O HeatDetectorElec. Meter �SM - - .. db Door bell buttoncN MDoor chime io°.5'O.3b°x so°n'o•s so° _ - _ Water Spicket - FIRST FLOOR`FLAN ` PERMIT SET 4-1-11 ' MATTPEW MULLIGAN ------ ------- 24 CAROLYN DRIVE PLYMOUTW, MA 02360 I - - - - - •- . I j SOS 31�9216 0j — _ I GARIK ISEVORGYAN 50 OLD COLONY ROAD N M ................................................. •-••.-------------- -- - Y 1 � � ANN S, A p „ : LIFE 'SAFTEY/ ELECTRICAL/ BASE1"TENT FLAN MECHANICAL/ PLUI"18ING DRAWN BY: MPM y N SCALE: 1i4"e1'O" i DATE: 4nr1-1 , . ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES REQUIREMENTS BAXTER N if AWD SPECIFICATIONS. _ ZONIN TABLE 2. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING SLOPES ON ENGINEERING & ZONING DISTRICT(S). RB WALKWAYS SWILL BE LESS THAN 5% AND ALL CROSS SLOPES <2X. THESE ARE MAXIMUM SLOPES WITH NO ,.. TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. OVERLAY DISTRICTS: AP SURVEYING ACCESS ACCESS BOARD. AMERICANS WITH DISABIUIIES ACT do COMMONWEALTH OF MASSACHUSETTS, ARCHITECTURAL ALLOWED' USE: SF RES. DWELLING (DETACHED) r r: -3 DEMOLISH/REMOVEReister SH/REMOVE ALL EXISTING STRUCTURES,`FOUNDATION, CONCRETE PADS. FENCES, WALLS AND Registered Professional Engineers . APPURTENANT ITEMS UNLESS 07HERVASE NOTED TO SA SALVAGE _ ** , , SAVE. AL AGE OR .RESET. EXISTING USE. 120 SEAT RESTAURANT SF DWELLING and Land Surveyors EXISTING TOTAL BUILDING AR EA 4,346 SF ...:. .. � 4 G PAVING SA O _ ,7 . EXISTING A NG EDGES SHALL 13E SAWCUT T CREATE A CLEAN EDGE WHERE Ni' � TO BE TIED INTO NEW 78 North EXISTING BUILDINGS. TO h Street 3rd Floor PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS T�0 REMAIN. BROKEN OR UNSTABLE BE DEMOLISHED PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENTHyannis, Massachusetts yn' ssa husetts 02601 �.. SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE`EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE , _ X �_. TOTAL PAR CEL AREA. 33.347t`SF - _ SURROUNDING GRADES. PROPOSED ASPHALT SHALL BE `PROPERLY BUTTED AND BLENDED TO SURROUNDING Phone (508) 771 7502 ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT SWILL. RE IRED ALLOVYEO PROM DED fax (508) `771 7622 BE WITH AN APPROXIMATE 1.5%°GRADE UNLESS OTHERWISE IDENTIFIED. THE JOINT SHALL NOT BE ABRUPT. www.boxter-n .com ** LOT 1 — 13,934 SF UPLAND � r , 5. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR F OF CURB WHERE LOT AREA. 33 347 SF ,ACE RB ERE' APPLICABLE. 43.560 SF LOT 2 19.934 TOTAL " LOT 2 - 18 076 UP, LAND STAMP STAMP t racer FRONTAGE: LOT 1 147.0 FT 20 FT . LOT 2 — 207.9 FT �,tH OF Mess BUILDING SETBACKS RB ZONE. LOT 1 - 21.1' FT o MATTHEW y �/;' , G s ._ ct i FRONT SETBACK 0:FT (EXIST 5.4 F .2 FT LOT 2 — 21 W r,.: , ��� . EDDY c Y y, - SIDE EAR SETBACK h 0; — � FT LOT 1 11.8 FT MIN. civi N t=c +r .. . LOT 2 — 12.1 FT MIN. .o o.43183 .•. a .p ;t. kl a O l MAX. LOT COVERAGE STRUCTURES LOT 1 20X - 20X UPLAND A G REA ONLY i ( � . , LOT 20X - 2 0 C FLOOR ARE A RATIO 30X LOT 1 23X I LOT 2 22X CONSULTANT -. MAX. BLDG. HEIGHT: (STOR IES):. _ , 2• T ...: STORIES OR '30 i ( ) FT' 22.5 FEET MAX. TO PL ATE) , I I � *s PRE EXISTt G"N NON—CONFORMING i i CONS ULTANT - - PREPARED _ RED FOR : Air. r�Ga Ir Ge an PLAN BOOK 539 PAGE 46 271 Great Marsh Ro ad . Centerville I a HA 02632 , TIE NEW SIDEWALK IN \DEW TO EXISTING AND MATCH EXISTING..MIND ,TH t e� INSTALL NEW CURB TO Jy N \S I S CLOSE EXISTING E 1 WA DRIVEWAY aPOd dG \ . a 1 e \ ItoUP P 02 cot •3 P 30 6 PA V RC 1 EL 11 8 _ 1Y1 I Y N -1 A f TO WN L N 0 N F _0 BA N R STAB LE .4100 : -W R PROVIDE ACCESSIBLE RAMPS 1 , 22 8 , 11 � 4 EACH SIDE OF NEW DRIVEWAY N \ TYP --- 68 9 \ DRI VEWAY AV I INS . TALL NEW CURB TO _ 1 CLOSE EXI G P CL STMi PROPOSED LOT �' N s two DRIVEWAY OPENIN G l �' . SSE AREA 1$ 34 F �-- 9 S = l AP 306 PARCEL. 119 ..SHAPE F 1TOR 24 �S - _ N F i DIPALMA 0• ., \ , cc Ap - 0 ? - TIE INTO EXISTING SIDEWALK 1 \ AND MATCH EXISTING WIDTH N t b- N : J O '. UP 37 6 3/ —� i {^ a van : - o �Y e 1 ` PROPOSED M w � O g'r ..r• \ V . . - DRIVEWAY t.� .. S _ r. - _ � �• � ��NC z . PROP �- � � Wqc o PORcr 8 3 _ \ _ r 21.2 4 f �+ _ airy \C FRS _ �.0 N O N o _ ONE 'Mb Z rf '� O - - a+�� a eUFFER A,NK U 8 4 OF_0� - .. �-"� AST N \ _ � A TE _ ST A V a' _ f - `2•$8 _ to S - si'bRY � p TREES , fT / e s ? \ 1 - DNRi HOl►.SE f T MAP 306 PA `!PARCEL 120 � : . V►aNa OW SF z k I N F -CAR Ci ?,tf00 b _ t► 1 : e \ MEECE 4 $3 \`\ \ z SF 77 3g c, PROPOSED DECK �" � - 100'_BUFI•'ER ZONE 1 _. x N c> to O FROM WETI./WOS ��� PROPOSED LOT 2 � � i O / b AREA 19 413 SF ,_ � W I 1UPLAND) a 8,076 SF -, SHAPE FACTOR — 21 .. -+ TREES at cr / o _ wF \ MAP 3 WF M 3 /At 2 \ 06 PARCEL 121 / W N _ N F : CD O 6 1 1 0 _ME EC E i 1 >- - TRE ES ES !� _ WF At- / i z MA � P 306 PAR , C ,E 1 MA 306 'PA R C 11 L 6 .. 7 N F � ; _ PLAN BOOK '539 P GE 46 ...� _.- WF Al_5 _ SHEET TITLE - ADEL-_ BERG 33 347:SQ F f _ • t 0.77 ACRES - � .. ��,..' wF Al-� . . ZONE 50' BUFFER Z � AREA T - - ..-r,,."' ,. E 0 SCAN D .: :w� � �: , La out Plan3 ,/ yFROM MNETLANDS PROPERTY LiN 1 _ .. WF Al 8 - o . L ' z WF At-9 LINE SOWN SCALED THIS H , aD : � I I APPROXIMATELY FROM PLAN SHEET NO BOOK 539 PAGE 4 6 WF M 11 _ - " NO DESCRIPTION EXISTS FOR ; MAP , . �. 306_ A RCEL 1 16 �' THIS LINE s I 12 MIF/At-12 DlCtOC i N/F ^ 010�0 SEE LA NO COURT PLAN C0 A , 17595 T E D . 09 0 3 2014 20 20 40 WF Al-13 LAND COURT PLAN 17595 M AND 0 -. 1 SCALE IN Zg 3 LE FEET 7 SCALE . 1 20 - 1 . _ DRA ; WN/DESIGN BY. .A(L CHECKED BY. bwE , I _ - I