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J > r a.a }� i a< t' ,.�.. ,a z r"„ >;� -c a. -( , '_, ; ; �r� '�w'r'�'k� 1 7 �r``" � �r �: s u ,�.., n ��"rx t• rug _, t'� ay m � rm ,� z�, »1 as� a a��* ✓, 9Nir k t-a z; 1 d '2 a�- � t A�. S ci_ i�eCr�m�� t � n 'SfA x_a xh��."5"� �'S-:;Yu' Ft )tl" C✓- 4F4� �} ��Y:y"¢`�4 kyk Nt /f t. 1 R,'yy ly''a�,� < :y �fi p.Y, t.� C F.:S 5V '" N "(T'Y i � 1 `r v° .u, 4 f 4 Sr TM � 1 y. r ✓, i � _. �r h ? k } n F F YI 'h" I x i t + ,a4 F r u ' VILLAGE HILL RD-BLDG#15 BP-2005-0855 GIS#: COMMONWEALTH OF MASSACHUSETTS Map.Block: 38-050 CITY OF NORTHAMPTON Lot: -001 Permit: -Building Category: BUILDING PERMIT Permit# BP-2005-0855 Project# JS-2005-1183 Est.Cost: $1972197.00 Fee:$8119.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: 3B Contractor: License. Use Group: R2 Aquadro & Cerruti Inc 062358 Lot Size(sq. ft.): 226512.00 Owner: VILLAGE HOSPITAL HILL LLC Zoning: PV Applicant: Aguadro &Cerruti Inc AT. VILLAGE HILL RD - BLDG #15 Applicant Address: Phone. Insurance. P 0 Box 656 (413) 584-4022 Workers Compensation NORTHAMPTONMA01061 ISSUED ON:312810�0:00:00 TO PERFORM THE FOLLOWING WORK.-COMPLETE RENOVATION INTO APARTMENTS - BLDG #15 SOUTH HOME POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 3/28/05 0:00:00 $8119.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo File#BP-2005-0855 APPLICANT/CONTACT PERSON Aquadro&Cerruti Inc ADDRESS/PHONE P O Box 656 NORTHAMPTON (413)584-4022 PROPERTY LOCATION VILLAGE HILL RD-BLDG#15 MAP 38 PARCEL 050 001 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid 67W� 044 Ty_peof Construction: COMPLETE RENOVATION INTO APA TMENTS-BLDG#15 SOUTH HOME New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 062358 3 sets of Plans/Plot Plan ,� THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF , 9kM4ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Stree ommission 12-6ases' Signature of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. r Versionl.7 Commercial Building Pennit May 15,2000, a - 1 o _,6ty of Northampton Building Department 2'1,2.Main.Street `t i l' y� t:a F�oOm`100 NodhamOton, MA 01060 .p,oneti41 587-1 40 Fax 413-587-1272 APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING 044 SEC_1101=StTEiNF{3F2MATION - - �Tft-'sectiocx to be comp`leted.by office —- -4:{-Prouerty-Adds : JA R. fi '$ c JEi15t, ._ A.M.'wr.- w. lS0?7: ':SECT1(?N-72 PRDPERTY OWNERSHII?lACJTHORIZED AGENX ' W ti�-v3h 2.1 Owner of Record: 1 e�4 if A) C'S 1,771 TT7 Name(Print) y7 e �2�� _ Current Mailing Address: ell � Signature Telephone 2.2 Authorized Agent: Name(Print) �'G r'1 G�t,L t i1 t i�Ct" Current Melfinq Address: Signature -59Telephone :SECT..ION 3 ;>ESTifiA,ktED COIJSTROCTION'GOSTS' Item l, Estimated Cost(Dollars_)to be Official completed rmit a Dlic ant 1. Building l a Buclding'PermFee q0 Ke) T77 - 2. Electrical / /�/7 {h) bma# d'To#a!Gast ofT. / og ' Gonstruc sari om 6. 3. Plumbing VButldngrCsermitFee 4. Mechanical(HVAC) ��` �. �. l51- i odd. 3' , 5.Fire Protection (_ � 6. Total`=0 +2+3+4+5) -� Ghebk Number 17 —44 _... _ r ti= _.�: hcsSecbonac0f�ciaf lise*ani`: due¢ r, Signature: . r , Date ecfor" Buildin►g!Gornmissionerllgsp .of Buildings ;_ . r a Versionl.7 Commercial Building Permit May 15,2000 . 0 urt +L.`d. 'Y.L�Ar."�^k Fn^�Ca "F � 4 SErCsd ;OSUQN 'E ,' Ja� bl�y'LESS. F7AN`35s000F C�tR1 �Ef�DI iS+! I��ry�CT_ tom;4 �i� Interior Alterations Existing Wall Signs ❑ 'Dem I olitionA Repairs Additions ❑ Accessory uilding❑ Exterior.Alteration Existing Ground Sign❑ ,New Signs❑ Roofing Change of Use❑ Other Brief Description Enter,abrie description`he e. � Ple' `�� -'X S Of Proposed Work.I--poa ��//, `1 /G �S f/2 ��_ �/S Sir A1C/ vvoty--2 SECTION'S USE-GROUP ANQCONS7 RUCTION TYPE`� .- USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A71 ❑ A-2 ❑ A-3 ❑ 1A ❑ _ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ 1 Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B M Mercantile ❑ 4 ❑ R Residential R-1 ❑ R-2 R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: i M Mixed Use Specify: S Speciai Use Specify: -CO°v1PLEFETEi1S SEGTID► TE)CIeTING [71LDIGDE}?GfJ1NG RENDUATfONS,ADDf1 tOf�SAylgIOK'CCfA7�'GE'ilViSE Existing Use Group: 15-�~ Proposed Use Group: ' a Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): I 5ECT1O7�16 Ell -ZX _ . . - . BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION - Floor Area per Floor(so St G+/ 7 1 st � 1 - 2nd I 3, 2�a 1 3 l G� i 3rd 3� 3 � 3rd 3,r 3 S0 4 3, 3"' r 5-01 4�' Total Area(so ��T 3 Total Proposed New Construction(so /�_ 3,10 Total Height(ft) Total Height ft ( 3 Cj r_e i r 7.Wat upply,(M.G.L c.40,§54) 7.1 Flood Zone Information: 7.3 Sewa Disposal System: Public Private ❑ Zone _j Outside Flood Zone Municipal On site disposal system E] ! ♦ AL1 '�.�; - _. ...... .,,�., Ve'sionl.7 Co=laccW'Buildin -Stilif .15"20W,; City of Northampton i Building Department , 212 Main Street Room''100 Northampton, MA 01060 phone 413-587-1240 Fax 413-587-1272 APPI:ICATION TO CONSTRUCT,RF-PAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY SUILDlNG OTHER THAN A ONE OR TWO FAMILY DWELLING �s�G: k1�1::,;.�I�fl=L �t►'RN(�7?�D�ii�4,:�r:'r,- t,N••�;_�_, . .. __ .._. .. . . .,.. ... -1-.1-Prrraerty Address ' :��.....,��, cr,".:. ti.:.•'.:v:1�='�ri�.•�r.'�'^'E�'�=`iJ,,„:,..�""G•h_••M a,,,.,y.,w.M''•':S�.r'.vks:��% {..,la�;•"LZy�is;�.4r�r�:'i��.:!,cr j.,wt.+r�..• v f e.�w«*•-.'n"H y^`aifk�`-ay'�'P ��'�'�L�^� .4'"�� , a 2.1 Owner of Record: �� 1 � { L��.,- � �} vii�w►1 i) �S Name(Print) ej Yo<vi Current Mailing Address: A _qC s 72. Signal. �� Teiaphcne 3 - C Z O 22 Authorized Agont: -------------- Name(Print) Current Mailitkg Address_ r-'• ' Signature Telephone '•SEC:&IO'N'_3«�;ESTZM�dDI'l�tf�S7F2l��TI'C11#�G•c'�'ST.$ �." trem EStirnated Cast(Do112rS)to be Com ieted b rrnit a pllc anf ' 't{n�.-+ �r�,;-nr L. ,. .a•, i 1. Building ! 2. Electrical 3. Plumbing l 'ZSiiic'i`gSSsrty"iee. �: 4. Mechanical(HVAC) 5.Fire'Pmtectf'on _ 6. Tdtal'=(T+2+3.+4+5 $e1c.Nur-nber. �Y;'' .",.�::5�:'"'`/�'::1� ''�r'.:'��•ti.uFu;'p'ta. L•t�..;:$ir:ui�S�liS'w'�eC'lilfrJ"1�liicaC�'I :QRii3, �B�kii{iIF1g�Gomt717sS1O�,�++S�at.�"S{2�4lrtgS. . e�rz�',.i.�Date . TOTAL P.02 _ _ ... Versionl.7 Commercial Building Permit May 15,2000 r Existing Proposed Required by Zoning This column to be filled in by r Building Department Lot Size i i ' i6 f � Frontage Setbacks Front (: L `_1 L-4 Side L: R•' Rear BUl mgfleignt Bldg.Square Footage —J % Open Space Footage �-- % --� (Lot area minus bldg&paved Darldn )`r Si'd'e WCL 1 S n C"�• a d /Ly #of Parking Spaces � �e2 Alit AA CC,a1-c.Q Fill: volume&Location) /S- A. S-A. Has a Special Permit/Variance/Fin in ever been issued for/on the site? �w/5��5 l° ''`'t X40 NO 0 DONT KNOW YES 0 IF YES, date issued: i IF YES: Was the permit recorded at the a 'stry of Deeds? NO 0 DONT KNOW YES 0 IF YES: enter BookI i Page, and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW 0 YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs,to be obtained Obtained ® , Date Issued: C. Do any signs exist on the property? YES Q NO IF YES, describe size, type and location:-,, D. .Are there any proposed changes to or additions of signs intended for the property? YES 0 NO ( y) IF YES, describe size, type and location: E. Will the construction activity disturb(cl a'ng,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ` NO 0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. T .5-.2- C 4 I?�,v7�G� t� - lllfo. 0vt'(I �vte - /� } Version 1.7 Commercial Building Permit May 15,2000 SEG>TION 9 PROFESSI©17DESCCNAND CO[�t5721fCRONEiCESEORBUILDIRCGSKAND Sl1CsESII6JECTO: CONSTRUCTION CON7OL PURSUANT T0.780 CMR 1�16CON7AINING MORE TH4N'35, 00 C F;;QFnENCLbSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registran a L i f f Registration Number_ ? t,loc tet- J S e it e '3 Address C�LOe2SJ 1//3- 9330 nDate Signature Telephone 9.2 Registered Professional Engineer(s): Name vArea of Responsibility L/5 ct Address Reg�istrati�n Numb r Signature Telephone Expiration Date Cher E'S S �c �" �S i s Y'P/14` �rlB lyO Name Area of Responsibility i 57f; Address Reg stratian Number 73.; X3.36 b Z 3-� ` 1"6 i Signature Telephone Expiration Date Name Area of Responsibility 3 5- Addressz / Registration Number y e e cam( �_'') L Signature Telephone Expiration Date i l FSW1 - - Name Area of Responsibility 1 l ?(0, 1U,2 t � � C Ff �� Address / Q G I Registration Number Signature Telephone Expiration Date 9.3`General Contractor I 14 S tH b 2 C C " -:T 41L Not Applicable ❑ Company Name: r L 1 Gc e" G( Ct ClY Responsible In Charge of Construction _ Q. ,Tex0 s Address Signature Telephone f' Versionl.7 Commercial Building Permit May 15,2000 + CONSTRUCTION 2rRROFE"�SId-NAL-0ES GN"AND ONSTF2UGCION SEf CES-BAR.B11dM NGS Ed TMO: E PUf2Sl7ANT T�D_T$0'GMR 116 t:CONTAiIt[ING MORE:THAN 3b DOO C F: ENCW- §EdtPACE) 9.1 Registered Architect Not Applicable ❑ Kerry L . Dietz Name(Registrant): 17 Hampden Street`-Sptingfield , MA 01103 `Registration Number Ad J/ 13-7 3 3-6 7 Expiration Date S' atur Telephone 9.2 egister fessional E gine --,- r i i i Name Area of Responsibility Addr Registration Number (5' 32`1f ciJ i ! 32.AS4i 0� Signa re Telephone Expiration Date i Name Area of Responsibility Addr % Registration Number 10 Signature ..�. " Telephone Expiration Date Name Area of Responsibility Sim i s � f 3 5 ' Add s Registration Number Signature Telephone Expiration Date ZlIfCom. a r Name Area of Responsibility T Registration Number Address �w��c�•P c� x-/13-G1L13 I i � . Signatur Telephone Expiration Date 9.3-General Contractor (t T17 ,T/1/G` Not Applicable ❑ Company Name: I .Responsible In Charge of Construction -Te-Yas ? d , o sok r_UP Address Signature Telephone i _ . ....`.. ...,.... ..,. ,.�.....�, , .,,.... r.roc I , Versioni.7 Commercial Building Permit May 15,2000 °!e' `..!"`^'� rr•Z"G;i:x^,�'ii9,r,.1r,�:—,. ��r�"�'tiy ' ,'�`�...QYr.i•r.,.. •1•�.':�' Independent Strvetural Engineering Structural Peer Review Required Yes © No M1 _ ' ' OTfl`fAIEi�SnAGEA•IT'flR"�O.�I��T'RAPP.L ES', R`6� ,�'•,�1VI , _ • I, as Owner of the subject property hereby authorize! 'to act on my behV in all matters rj4vet work authorized by this building permit application- I Signature of 01 er pate I. 35 OWner/Authorised Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. , Signed under the pains and penalties of pedury. Print Name Signature of Owner/Agent Date tc-norIc'_I�.�-,60h ST{ V1 S - - �•o €, 10.1 Licr used Construction 3tupervlsor: Not Applicable ❑ 1±lame of Licen_se Holder License Number j Address Expiration,Data l Signature Telephone Ec lois� •=wc> c #sco iii? r,'ikkTIJOt4n t ,gFVN t 'IT r Workers Compensation Insurance affidavit must be completed and submitted with this application.Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes © No TOTAL P.02 ri _ Version 1.7 Commercial Building Permit May 15,2000 E1!(1_ltV"{7�Wft M.- Independent Independent Structural Engineering Structural Peer Review Required Yes ® No SE030Nr1t�OWIER~AUTHORIZAION 79=BECQMI?LETEi3.'WHEN OVIINERS AGENT ORaCONTiRAcTOR;-APP ES.FOR?B171L�ERh11IT 127- as Owner of the Subject property X02 //j, �� e � �, � hereby authorize �Q C G�TG 'to act on my behalf,in all matters relative to work authorized by this building permit application. A9—05 1 • ��moi- -�c� - Signature of Owner Date C�tay` �_ iocG�e�l�j' 9ec��P^� �' CeHr�v�cvtG. l as Owner/ uthorized Age ereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the_pains and penalties of perjury. Print Name Signature of Owne gent Date SECTION t2CONSn:k.qQ 7QN,`SER1/10E3 10.1 Licensed Construction Supervisor. II Not Applicable [IName of License Holder: l Ci C1 9` Ll �� i 6. Q 6,2 3 S C/ T License Number 73:�) Address I Expiration Date v2 Signature Telephone SECTIQN 13 'WORKERS'COMPFt�iS 1TlON,lN!sQRM .1W v!] tnit,G.>.. 7-1 w Workers Compensation In affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of th building permit. Signed Affidavit Attached Yes No 0 r i Gc3'�c. Rfi Crim of Tortl�di11}11011 ):J E �Zas�Rrhrtcrtta' - DEPAR NIENl' OP ©UILof,\,C iNsp'E TIol"s — 212 Main Street ' Municipal Building Northampton, Hass. 01060 «rOIZICER'S CO�WCPENSATION, GNSURA-NCF (li�nsxlpermittcc> I • C�• 1� ', /`//APhone (SII (/cilj/Sraltp) T do hereby certf under Lhc pa_iIS and penalties o'perJuf-y., .h:; i i A I am an employer providing the iollowine %�-orl:cr's comocns-:io covcm�c (or Ind empi'ovccs worlo'ng on this job: Svc 91 B.D �i!1S11f'�1*Cr Co nracl•j VCIIC/ Nu_-ter) (E:-pimior, Dain} ( 1atn a sole prop;ecor general conte. or homeowner (ci:cie one) 23d havelhired the coa actor-, listed below wbo hive the ;o o-w-i09 worker's c00n:-.:Lsa6(-"n pa�icies:. wiz-800aG3ad/aoo`/ 0a! _ 03i~ds (Namc Oi CO_^.r ciOr) On-SL enc-- Compa Y?GU T��lLII1LC:) r>:JtiJ;:OP. l�mc) Nt e ood,�y t1o1�7xy /o- Namc 01 Conmaor) (InS•L.uanc-- Company olio; Ntir�crr) (Lipirulon Date) 14mel- e ,ri 5 (42 (Name'of Contractor} (Iniuranez- Compam'/Policy,Numb-,), (Exair000 Darc) (N?MC of Contractor) (Lasuran ,Comr /Policy Numbcr) (Expiriloo D'ac). (aaach zdalit'«5J 6c ifnocra�^- a�cudr usCorct,;oa \ ` p=tatnans to.11 oar-l.coo) . ( ) I am a sole proprietor and have no one working for me. ( } I am.a home ower performing all the work myself. NOTE:plesc be cwsrc tEt .t lc bemw ivcn w,bo=ploy pezow to do ccsrjoa c rcpa r u-orx oa a d,"U-.-z of D.O(a70Ct ll`_.7' t�1Y L1fJ tD 1a1j1C}1[t)c bocnoowOct r'[3]¢p Or 00 Ih.c aottadr z�Tputtca_r.7 Lhcan L Doc'Ctnc ay oc,<=. --rcd Lo tc eitployes LLOc a the L. ¢Cc=;>�.oa Aa(GLS 52-=1(5)j aPpu=6aa by a 60meoave far:Gex.or perma MzT c id«r tEc Icga!n'^,•oC ea er�loyx undo dso Work o(a Compaon�iion A, t—a--nd te,a>oopy of thi,—,—m,.y bo roe-a---ti d Lo Leo r�oq�rtimca¢cr In�.irr;J nooe�E.a'office ur[r�—rx Lh. `Pv-6`rvifcaiioo"'rd Uu L JL=to cmtrc EaveTySa Linder soetioa 25A ar).tOL 13.2 an 1e'd to the La*i.a oreimi=d pc '= massing ort[ilio orup to S1}00.00 rAl, oCttp to ooc y=nod civil pm,hia in be roan or.Stop Wor{ Ord-'rind. FIM 0(:S I DOM L d_y LF,ninst Col For dcp xu,�,aJ—only �.- Pcr=t NumL-cr _ Lot . Si of L crmittcx Lace ACORL�M CERTIFICATE OF LIABILITY INSURANCE 12ili200 PRODUCER (413)586-7373 FAX (413)584-0859 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Aquadro & Associates Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 355 Bridge St. , P. 0. Box 357 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Northampton, MA 01061 Christopher Aquadro INSURERS AFFORDING COVERAGE NAIC# INSURED Aquadro & Cerruti, Inc. INSURERA: Commerce & Industry Insurance Company Texas Road INSURER B: P.O. Box 656 INSURER C: Northampton, MA 01061 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TypE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS I TRGENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE a OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ rIEWLGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ ICY PRO LCC ECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per acddent) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN _ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ i RETENTION $ $ WORKERS COMPENSATION AND WC 9680218 01/01/2005 01/01/2006 X I W,G STAT U- oTH- EMPLOYERS.'LIABILITY FR A ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFPICER/MEMB'E R EXCLUDED? E.L.DISEASE-FA EMPLOYE $ 500,900 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 100,000 OTHER DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES/EXCL�SIONS ADDED BY ENDGRSFENT/SPECIAL PROVISIONS The Village at Hospital Hill LLC, he Community guiders, Inc. and Projected Lenders are named additional insureds. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL 1 X%yM)4 MAIL The Village at Hospital Hill LLC 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, c/0 The Community Builders Inc. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 95 Berkley Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Boston', MA 02116 AUTHORIZED REPRESENTATIVE Christo her T A uadr J ACORD 25(2001/08) ©ACORR PORATION 1988 .J.+! 'J Jr ..JJ.J i� 'JJ " l Ja:J J JJlJ I'i.•J I"IJ('.HI'1 lI"Ili, rHLC. Y.L. ii I I NOTICE NOTICE TOlip TO EMPLOYEES EMPLOYEES The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-727-4"0 As required by?vfassachusetts General Law, Chapter 152, Sections 21, 22 & 30, this will give you notice that I(tive) have provided for payment to our injured employees under the above mentioned chapter by insuring with: ASSOCIATED INDUSTRIES OF MASSACHUSETTS MUTUAL INSURANCE COMPANY NAME OF INSURANCE COMPANY i 11 NORTH AVENUE, P.O. BOX 4070, BURLINGTON MA 01803-0970 ADDRESS OF INSURANCE COMPANY WMZ 8002632012004 001 10/31/2004 - 10111/2005 POLICY NUMBER EFFECTIVE DATES Renaissance Alliance Insurance 981 Worcester Street Alexander W Borowski Inc Wellesley, MA 02482 (781)431-9600 NAME OF INSURANCE AGENT ADDRESS PHONE M.J. Moran, Inc. & Moran Excavation, Inc Orchard Valiey Technologies, Inc. 4 So. Main Street Haydenville, MA 01039 EMPLOYER ADDRESS 08/16/2004 EMPLOYER'S WORKERS COMPENSATION OFFICER(IF ANY) DATE MFpIC�_-TREATMENT The above manned Insurer is required in case,of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. The reasonable coat of the services provided by the treating physician will be paid by the insurer,if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention,employees are hereby notiUtd that the insurer has Arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY NAME OF HOSPYTAL ADDRESS TO BE POSTED BY EMPLOYER. nl\. 1U.r_UU✓ J�J",nl jt L .:.1t�f-II I1 1 1fd1 dLAd / 7 1I1II/1 9:Il-7 UJYU Nov1 G,J LUUY .7 U( I ACORD- CERTIFICATE OF LIABILITY INSU RANCE E A Rwe(MMIDDMTT) 11/06/04 p11QDtIccR THIS CERTIFICATE la ISSUED AS A MATTER OF INFORINATIoN McClure Insurance Agency,Inc. ONLY AND CONFERS NO RIGHTS uFON THE CERTIFICATE 103 Ven Deena Avenue HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.0.Box 338 ALTER THE COVERAGE AFFORDBf3 BY THE POLICIES BELOW, West 3pringfleld,MA 01090-0339 INSURER$A.RFORDING COVCRAGO NAIC III tMsur.ED INSUReRA: The Travelam Cos. M.L.3CNMI1"r INC. IHLURFRe-. A.I.M.Mutual Insurance Co. PO BOX 2070 SPRJNGFIELD,MA 01101 IN9vaeR c INitIRaaR a INSURER COVERAGES THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMfiD ABOVE FOR THE POLICY PERIOD INDICA'T'ED,NOTWITHSTANDING ANY REQUIREMENT,TEpRM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RispECTTO WHICH THIS CERTIFIQATEMAY BE ISSUED OR ' MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS/WD CONDITIONS OF SUCH POLICIES.AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CtXMS. LTR w5R TYPE OM INJURANCr POLICY NUINER POLICY EFFECTIVEE.XYIRA O DATIUmmmofm LI MlDO Umms A GENERAL LIABILITY 1660808BAS66TIA04 10/31/04 10/31/05 SACH OCCURReNcE S 0 00.000 X —I'MCROAL. GENERAL LIABILITY UAMAW To RENTED 33001000 al�rr"r ■n CWMS-wr. F-xl OOCUR MED one groan) 35,009 a PERdOMAL&ADVIN.IURY $1,000,000 GENEPAL AGGRJGATE 12,000,00(1 Ce NLA6mRIGOATeUMrrAPPLIESP6R: vaODUCT-'-COMPrOPAGG i 0 0 0 POLICY fin' IAC ' A AUTOMOBILE LIABILITY 18104101AB91TIAOA 10/31104 10/31/05 CDM6INED SINGLE UMfT X ANYAUTO fpsBmleenl) s1,Op0,000 ALL OWNED AUTOS YODILY INJURY = I SCHEDULED AUTOS (Pur pwsm) X HIRED AUTOS BODILY INJURY = X NON-0WNCDAVTOS (Perxcitlenq "ROPERTY DAMACC s �sr e�Jaepd j OAAA40 LTAgIuTY AUTO ONLY- AOCIDENT 3 ANY AUTO n GA ADC S 2 To ONLY: GG S A P!TCE3aVNHRBLLA UAA&I Y ISMCUPS373W10AINDO 10131/OA 10/31105 SACH OCCURRENCE %6,000,000 -XI OCCUR CLAIMS MADE ,AGGREGATE i5 0 0 OOG f DEDUCTIBLE i X RETENTION 10000 y B WORR9RJ COMPENSATION AND WMZBODZ644012004 10/31104 10/31/06 A EMPLOYERS'LtAINIL I TY ANY PROPRIETORPARTNER/EXECUTIVE E.L.EACHACarDENT 15500000 OPPICERIMEMBEREXCLUDEDT C,L.DISEASE.EAEMPI SS00,000 ` ae�ecalALPROv18II.NS eelew EL.Ols F-1801-ICY LIMIT 1500,000 OTNOIt 009CMI TION OP OP6RAYION2 t LDOAYIONS 1 VOIIOLIrJ I IMCLU31ONS ADDED BY ENOOR.�MeKr/SPECIAL PROAUION3 CERTIFICATE OLDER CANCELLATION SHOULD ANY OP TNr ABOVE DESOMEO POUCIO is CANCELLED BEF=TNd m?1RAT1AN To Whom It May Concern DATITHOMOP,TNEIBBUINGINEUR6A%mLLemDEAv0M1TOMAIL An DAVSwRnTNN' NOTICETO TNJ CiRTIFICAM HOLLER NAMED TO THE LPFT,BUTFAILURETO 00 B0 SHALL, MWOS!NO OBLICAT)ON DR IJAZILnY Of ANY KIND UPON TNd INJUREA,rM ArdiNTJ 011 RfiPRIILGNT AUTHORZE13 REPRESENTATIVE ACORD 25(7001/08)1 of 2 SS29811IM29292 CAS ® ACORD CORPORATION 1960 !1J/ J7/ .-UG.1 11. .J7 JL/JJ/YJ L1jt G L.U�'�jIKVL lIJ�"� FAI-:E 02/02 -089 CERTIFICATE CERTIFICATE OF LIABILITY INSURANCE OP ID DATE'MM'°°NY" DIETC01/27/05 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION IRM Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Barry M. Stephens, CPCU HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 75 North Main St.-P 0 Box 564 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. East- Longmeadow MA 01028 Phone: 413-759-0010 Eax:413-759-0017 INSURERS AFFORDING COVERAGE NAIC# INSURED - INSURER A: Peerless Insurance INSURER B: Amer,iosn Ilnrne A-.w)rFnc+ Ca, DiotZ Construction Corp. INSURER r- 134 Lovefield Street INSURER D. y Easthampton MA 01027 N9URER E: COVERAGES THE POLICIES;OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONOITION6 OF SUCH j POLICIES,AQCREGATE LMAITS SHOWN MAY HAVE-BEEN AF-DUCEO BY PAID CLAIMS. LTR IN3R TYPE OF INSURANCE POLICY NUMBER POLICY DATE MM/D DATE MM/DDlYY LIMITS CENERAL LIABILITY EArH OrrURRENCE 3 100,0060 A X_ OMMERCIALGENERALLIABILITY CBP9884893 08/26/04 08/26/05 1 PREMISE S(Edaaco rnnca) _I * 100000 CLAIMS MADE X OCCUR MED EXP(Anyone Person5000 III PCRSONAL&ADV INJURY' -~110.00000 _ GENERALAQCREOATE S 2000000 GFN'LAGGREGATFLIMITAPPLIES PER: i PRQOUCT8-COMP10PA130 .?2000000 X I POLICY JE�T LOC V I AUTOMOBILE LIABILITY —�, COMBINED SINGLE LIMIT ; 1000000 A y{ANY AUTO BA9893305 08/26/04 08/26/05 (En4cclt4aM) ALL OWNED AUTOS BODILY INJURY i X SCHEDULED AUTOS (P HIRED AUTOS F X R-D A UTOS BODILY INJURY XNON-OWNED AUTOS (Per acidant) --� — ! PROPERTY CAMAGE (Per emidant', GARAGE LIABILITY AUTO ONLY EA ACCIDENT S ANYAUTO OTHER THAN EA ACC S AUTO ONLY AGG 9 EXCESSIUMBRELLA LIABILITY ; EACH OrCURRENCE _�:200_0000 A OCCUR 17 CLAIMS MADE I CU9895105 08/26/04 08/26/05 AGGREGATE - :2000000 I 19 i OF-DUCTIBLE I V X RETENTIOPI 510000 6 WORKERS COMPENSATION AND TORY LIMrrS _X ER B EMPLOYERS'LIAOILITY TJ ANY FROPRIETpR?PARTNER/EXECUTIVE WC7762191 08/26/04 08/26/05 EL,EACHACCIDENT JUTH s500000 OFFICERAMEM9E14 EXCI-UDED? Ifea,dee ent)e under E.L.DISEASE-EA EMPLOYEE S 500000 yy SPECIAL PROVISIONS below E.L.DISEASE-POLICYUMIT 9500000 a OTHER I DESCRIPTION OF OPEAATONO I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Site Work Contractor CERTIFICATE HOLDER CANCELLATION TAELANS SHOULD ANY OF THE AL40VE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN The Lane Construction Corp. NOTICE TO THE GERTFICATF HOLDER NAMED TO THE LEFT,BUT FAILURE YO DO 30 SHALL Matt Bernard 965 East Main Street IMPOSE NO OBLIGATION OR LIABILITY OF AIJY KIND UPON THE INSURER ITS AGENTS OR Meriden CT 06450 REPRESENTArvEs, AUTHORIZED REPRESENT TVE IRM Inauxance A Inc. ACORD 25(2001/08) ACORD CORPORATION 1988 11 AM p70 Lf, xfIT of 'artflumptait )7� j�asRrE(rtsrtti �- c__; " DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • MuicipaI Building u INSPECTOR NorduamPuut, MA 01060 CONSTRUCTION CONTROL DOCUMENT (for professional Engineers/Aschitects responsible for Entire Project) Village at Hospital Hill Project Title: Phase I Date: 12/22/04 Building 15 & 16 Project Location: Village Hill Rd Map: Parcel: Zone: Scopeofproject: Complete Renovation of Buildings 15 & 16 . In accordance with the sixth edition Massachusetts State Building Code, 780 CMR SECTION 1 16.0: 1 Kerry L . Dietz Mass. Re-istration Numbcr 5264 Being a r-,Qistcred professional Engineer/Architect hereby CERTIFY that I have prepared or directly sur)erviscd the preparation of all design plans, computations and specifications concerning: Pq Entire Project r'o the above named project and that to the best of my knowledge, such plans, computatirns and specifications meet the applicable provisions of the Massachusetts State Building Code, ali acceptable engineering practices and all applicable laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professionai services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit and shall be responsible for the following as specified in section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of die work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official, a progress report together witi; pertinent comments. Upon completion of the work, 1 shall submit to the building official a final report as to the satisfactory completion and readiness of die project for occupancy. Signature and Seal of registered professional.- sSdW o, 'Plelloul S. 9Z " Fax 413-587-1272 -phone 413-587-1240 '7dV 0?��'�ifd �'svv� NARRATIVE REPORT FOR FIRE PROTECTION & ALARM SYSTEMS AT VILLAGE AT HOSPITAL HILL — PHASE I SOUTH BUILDING NORTHAMPTON, MASSACHUSETTS PREPARED BY: LINDGREN & SHARPLES, P.C. CONSULTING ENGINEERS 435 COTTAGE STREET SPRINGFIELD, MA 01104-4005 TEL. 1-413-732-4336 December 20, 2004 OF MAss9 CHARLES y� Z �� OF q P. M K S SHA RPLES �� PAUL \A. 28940 "' BASIN. SIR, �G �.rF F'STER` No.33878 `^ ONA " ELECTRICAL ti M VILLAGE AT HOSPITAL HILL FIRE PROTECTION&ALARM SYSTEMS BASIS OF DESIGN NARRATIVE VILLAGE ROAD NORTHAMPTON,MASSACHUSETTS Information required pursuant to the Massachusetts State Building Code 780 CMR, 1301.8.4.1. Owner: Village at Hospital Hill, LLC C/O The Community Builders Designers of Record: Lindgren & Sharples, P.C. Consulting Engineers Date of Submittal: December 20, 2004 SECTION 1 —BUILDING DESCRIPTION PROJECT SCOPE: This project consists of renovation to the former South Building to create new multi-family living units. This project will include a new wet pipe sprinkler system to serve the entire building and a new addressable fire alarm system to allow monitoring and supervision of the new sprinkler equipment and to meet current codes and regulations. The South Building is located at Village Road. The Building Use Group is Residential R-2 with Construction Type 3B, Combustible/Unprotected as defined by the Massachusetts State Building Code. The building is three stories with a full basement and finished attic. This project will consist of a complete renovation of the entire building to create new apartment units. The entire building is approximately 14,000 s.f. The area affected by this project will be 14,000 s.f. Fire Department personnel and rescue vehicles can access the site on all four sides of the building. SECTION 2 -APPLICABLE LAWS, REGULATIONS & STANDARDS Systems were designed in compliance with the following: 1. 780 CMR 9, "Fire Protection Systems". 2. NFPA 72—2002, "National Fire Alarm Code". 3. NFPA 13-2002, "Installation of Sprinkler Systems". 4. 521 CMR 40 "Architectural Access Board". L&S 1171 Page 2 SECTION 3 - DESIGN RESPONSIBILITY The design of the new fire protection sprinkler system and fire detection and alarm systems were prepared by: Lindgren & Sharples, P.C. 435 Cottage Street Springfield, MA 01104-4005 (413) 732-4336 SECTION 4 - FIRE PROTECTION 1.0 Basis of Design The building will be served by a wet pipe fire protection system consisting of sprinklers located in all occupied spaces and the attic. These sprinklers are connected to a new sprinkler riser and wet pipe alarm valve. All living spaces will be designed for light hazard and all storage and mechanical spaces, including laundry area designed for ordinary hazard. 2.0 Installation A. The fire sprinkler system is designed in accordance with NFPA 13, 2002. B. All spaces are provided with quick response sprinklers. 3.0 Equipment A. Pipe is to be schedule 40 steel pipes for 1" through 3", pipes 3 '/z" and larger may be scheduled 10 steel. B. A main flow switch is provided in the main sprinkler line and service will be fitted with an approved backflow preventer. Flow switches will also be installed at each floor for zoning and isolation purposes. 4.0 Design Criteria A. Each living unit is designed for light hazard occupancy. The density is .10/1500 square feet with a100 gpm hose allowance. B. The storage and mechanical areas, including the laundry area, throughout the building that are ordinary hazard, the system will be designed to ordinary hazard group, density with 250 gpm added for hose stream. L&S 1171 Page 3 5.0 Special Design Criteria A. All sprinklers in mechanical equipment spaces shall be fitted with wire cages. B. Sprinklers are not installed in closets not over 12 square feet as outlined in NFPA 101 paragraph 18.3.5.1. 6.0 Test Criteria A. All sprinklers and standpipe systems shall be tested in accordance with NFPA 13 and NFPA 25. Complete system flow test will be conducted and test and flow certificates issued. 1. (WET PIPE SYSTEM) An alarm test connection not less than 1 in. in diameter, terminating in a smooth bore corrosion-resistant orifice, giving a flow equivalent to one sprinkler of a type having the smallest orifice installed on the particular system, shall be provided to test each water flow alarm device for each system. 2. (WET PIPE SYSTEM) The test connection valve shall be readily accessible. 3. (WET PIPE SYSTEM) The discharge shall be to the outside, to drain connection capable of accepting full flow under system pressure, or to another location where water damage will not result. B. Hydrostatic Test 1. Hydrostatically test the entire interior piping system at not less than 200 psi (13.6 bars) for 2 hours and provide a test certificate for said test. C. Flow Test 1. A system flow test shall be performed and the operation of all flow switches, tamper switches, and alarm devices verified. A test certificate shall be issued verifying said test. SECTION 5 - FIRE ALARM SYSTEMS 1.0 Basis of Design A. System connected smoke detectors will be installed in corridors, stairwells, equipment rooms and storage rooms. Activation of any system smoke detector will initiate the fire alarm system sequence of events. L&S 1171 Page 4 A fire protective signaling system will be installed in accordance with 780 CMR and NFPA 72. B. Bedrooms will be equipped with multiple station smoke detectors. Handicapped bedrooms will be equipped with multiple station smoke detectors and with strobe light connected to the FA system. C. Fire protection signaling and detection devices in this mixed use building will include the following features: 1. Manual pull station within 5 feet of each exit door, all pull stations shall be dual action. 2. Audio and visual notification devices as shown on plans. It is the intent of this design that audible notification devices achieve sound pressure levels of 15 dba above ambient sound levels. The minimum sound level shall be as follows: a. Residential Occupancy—70 dba 3. Visual alarm devices shall be provided in common stairway areas and as specified in accordance with the Massachusetts State Building Code. System visual notification device shall be installed in handicapped bedrooms. 4. The fire alarm system shall be addressable Edwards System Technology EST-2 FACP, or equal, with a remote annunciator installed in unit of the adjacent building. 5. Emergency power supply for the fire alarm panel shall be supplied by battery packs located at the FACP. D. Call for aid system devices installed in handicapped bathrooms. E. Elevator recall will be interlocked with new panel. F. This project does not include any special design considerations or anticipated deviations from the code requirements. 2.0. Sequence of Operation: A. This new addressable fire alarm system is designed to detect fires normally associated with this type of facility. The Activation of any manual pull station, flow switch heat detector or system smoke detector will immediately and L&S 1171 Page 5 simultaneously activate all system audio/visual units and send a signal via the EST-2 Fire Alarm Control Panel and notify the Northampton Fire Department. The system will be constantly monitored as part of the control panel's function. Removal of any fire alarm device or any system wiring fault such as opens or grounds will initiate a trouble alarm at the Fire Alarm Control Panel and send a trouble signal to the monitoring system. The Fire Alarm Control Panel reset button returns the system to its normal state. Display messages shall provide operator assurance of the sequential steps as they occur. The Fire Alarm Control Panel is equipped with a 24-hour battery back up. The Fire Alarm Control Panel is also equipped with visible and audible signals to indicate alarm and trouble conditions. B. The activation of any apartment bedroom multiple station smoke detector will immediately and simultaneously activate all multiple station smoke detectors in the unit. These devices are local the unit and will not transmit a signal to the Fire Department. C. The activation of a call for aid device will transmit an alarm to the exterior of the living unit. It was also activate local annunciator and a location beacon on the exterior of the buildings. 3.0 Test Criteria: All features, devices, components, and modes of operation shall be tested for acceptance in accordance with the code and NFPA 72. Smoke detectors shall be activated using a magnet per the manufacturer's recommendations and all pull stations shall be activated by opening and upon activation of each device the proper operation of the Fire Alarm System shall be checked for proper operation including annunciation at the Fire Alarm Control Panel and transmission of an alarm signal to the Public Safety Department. Proper operation in the emergency power mode shall be demonstrated as well as a check of supervision circuits for opens and shorts. *** End of Basis of Design Narrative L&S 1171 Page 6 VILLAGE AT HOSPITAL HILL—PHASE ONE SOUTH BUILDING ENERGY SYSTEMS BASIS OF DESIGN NARRATIVE NORTHAMPTON,MA Information required pursuant to the Massachusetts State Building Code 780 CMR, 1301.8.4.1. Owner: Village at Hospital Hill, LLC C/O The Community Builders Designers of Record: Lindgren& Sharples, P.C. Consulting Engineers Date of Submittal: December 21, 2004 1. Design Intent • This project consists of renovations to the former South Building to create a new multi-family living units. This project will include the installation of a new HVAC and Electrical System to serve the entire facility. • The South Building renovations Project is located on Village Hill Road. The Building Use Group is Residential R-2, with Construction Type 3B Combustible/Unprotected Construction as defined by the Massachusetts State Building Code. • The building consists of approximately 14,000 square feet of floor space on three levels with a finished basement and accessible attic. Page 1 • The renovated existing building is brick veneer and metal stud construction. Windows are insulated glass aluminum clad wood and are low"E". • New gas fired hot water boilers provide heating to finned tube radiators and unit heaters sized to achieve operating flexibility and efficient operation. • No mechanical cooling is provided for this building. • The designer of record will verify that the systems have been installed in substantial accordance with the approved construction documents, And in conformance with 780 CMR 1301.8.4.4. 2. Basis of Design • The following are the assumptions used to calculate the capacities and parameters for the building;components. HVAC Interior temperature set points: • 72 deg. F. heating when occupied; 65 deg. F. heating when unoccupied. • No mechanical is provided. Outdoor ambient design temperatures: • 0 deg. F. winter • 87 deg. F. db, 71 deg. F. wb summer Occupancy • 11 Living units with total occupancy of 18 people. Envelope • 8,730 sf gross wall area - • 1,440 sf gross glass area • Variable ceiling heights Page 2 • All walls are masonry with furred out metal stud. • Glass is double glazed, low-e, insulating glass. • Glass and walls have a north, south, east, and west exposure. • Outside Ventilation air is provided by operable windows only. Lighting • 25 foot candles ambient lighting provided in all mechanical rooms. • 1.2 watts per gross square foot for ambient lighting in the corridors. • Living unit kitchen and bathrooms to be 1.0 watts per square foot or less. 3. Sequence of Operations and Interactions HVAC • Heating will be provided by a gas-fired hot water boiler. Each living unit is heated by wall mounted finned tube radiation with one zone per apartment. All storage and mechanical spaces will be heated by hot water unit heaters. Lighting • All lighting in the mechanical rooms and corridor area will be controlled by local switches. • Emergency lighting will utilize normal light with delays to turn on designated lights and exit sign lighting will be fed directly (un-switched) local panel. Emergency lighting is battery operated. 4. Systems and Equipment Capacities HVAC • The HVAC system consists of six modular gas fired hot water boilers with a modulating boiler control panel. Hot water is distributed to a two pipe reverse return piping system and an inline circulating pump with premium efficiency motors. Page 3 Each apartment bathroom exhaust and kitchen exhaust is served by a locally controlled ceiling fan. • Lighting and power systems have been designed to provide adequate foot candle levels, power distribution, fire alarm, and communication. Lighting • The ambient lighting system for the new Mechanical Room will be accomplished with a combination of direct and indirect fluorescent fixtures. The lighting controls will be located locally and operated with ease. 5. Testing • The following tests and inspections shall be performed by the General Contractor with the Owner and the Owners' representative present. The test and inspections must comply with the criteria stated for the work to be acoepted. HVAC • Inspect new radiators, boilers, and pumps for any physical damage. There shall be no dents or distortion of the metal. • Inspect new radiators, boilers, and pumps for any unusual noise or vibration. There shall be no unusual noise or vibration when the unit is operating. • Inspect new piping and equipment for leaks. • The HVAC system shall be tested to verify that the final TAB report is correct. Readings within 10% of those listed on the final TAB report shall be considered acceptable. If the readings are not. acceptable, then all systems in the space must be balanced and a new final TAB report prepared. After the new final TAB report is issued, all HVAC systems in that space will be tested to verify that the new final report is correct. • Verify that the HVAC system is functioning correctly. The control valves and pumps shall operate when the space sensor calls for heat. Lighting Page 4 • Demonstrate that the time clocks controlling the lighting system automatically turn the lights off and on at the prescribed times. • Inspect that all lamps in all the fixtures are functioning. 6. Operation Manuals and Maintenance Manuals When the Fire Headquarters is completed and ready for occupancy, the General Contractor shall provide the following items before the review and final testing will begin. HVAC • Two complete sets of operating manuals. • Two complete sets of maintenance manuals. The manuals shall cover all new HVAC equipment. Electrical • Two complete sets of operating manuals. The manuals shall cover occupancy sensors, time clock controls, and light fixtures. 7. Record Drawings and Control Documents When the Fire Headquarters is completed and ready for occupancy, the General Contractor shall provide the following items before the review and final testing will begin. • As-Built Drawings for the HVAC, electrical, and lighting systems. • Copy of the final test, adjust and balance (TAB) report. ***END OF NARRATIVE*** Page 5 VILLAGE AT HOSPITAL HILL—PHASE ONE SOUTH BUILDING ENERGY SYSTEMS BASIS OF DESIGN NARRATIVE NORTHAMPTON,MA Information required pursuant to the Massachusetts State Building Code 780 CMR, 1301.8.4.1. Owner: Village at Hospital Hill, LLC C/O The Community Builders Designers of Record: Lindgren& Sharples, P.C. Consulting Engineers Date of Submittal: December 21, 2004 1. Design Intent • This project consists of renovations to the former South Building to create a new multi-family living units. This project will include the installation of a new HVAC and Electrical System to serve the entire facility. • The South Building renovations Project is located on Village Hill Road. The Building Use Group is Residential R-2, with Construction Type 3B Combustible/Unprotected Construction as defined by the Massachusetts State Building Code. • The building consists of approximately 14,000 square feet of floor space on three levels with a finished basement and accessible attic. Page 1 F W 1 • The renovated existing building is brick veneer and metal stud construction. Windows are insulated glass aluminum clad wood and are low"E" • New gas fired hot water boilers provide heating to finned tube radiators and unit heaters sized to achieve operating flexibility and efficient operation. • No mechanical cooling is provided for this building. • The designer of record will verify that the systems have been installed in substantial accordance with the approved construction documents, And in conformance with 780 CMR 1301.8.4.4. 2. Basis of Design • The following are the assumptions used fo calculate the capacities and parameters :.For the building components. HVAC Interior temperature set points: • 72 deg. F. heating when occupied; 65 deg. F. heating when unoccupied. • No mechanical is provided. Outdoor ambient design temperatures: • 0 deg. F. winter • 87 deg. F. db, 71 deg. F. wb summer Occupancy • 11 Living units with total occupancy of 18 people. Envelope • 8,730 sf gross wall area - • 1,440 sf gross glass area • Variable ceiling heights Page 2 • All walls are masonry with furred out metal stud. • Glass is double glazed, low-e, insulating glass. • Glass and walls have a north, south, east, and west exposure. • Outside Ventilation air is provided by operable windows only. Lighting • 25 foot candles ambient lighting provided in all mechanical rooms. • 1.2 watts per gross square foot for ambient lighting in the corridors. • Living unit kitchen and bathrooms to be 1.0 watts per square foot or less. 3. Sequence of Operations and Interactions HVAC • Heating will be provided by a gas-fired hot water boiler. Each living unit is heated by wall mounted finned tube radiation with one zone per apartment. All storage and mechanics; spaces will be heated b,. hot water unit heaters. Lighting • All lighting in the mechanical rooms and corridor area will be controlled by local switches. • Emergency lighting will utilize normal light with delays to turn on designated lights and exit sign lighting will be fed directly (un-switched) local panel. Emergency lighting is battery operated. 4. Systems and Equipment Capacities HVAC • The HVAC system consists of six modular gas fired hot water boilers with a modulating boiler control panel. Hot water is distributed to a two pipe reverse return piping system and an inline circulating pump with premium efficiency motors. Page 3 Each apartment bathroom exhaust and kitchen exhaust is served by a locally controlled ceiling fan. • Lighting and power systems have been designed to provide adequate foot candle levels, power distribution, fire alarm, and communication. Lighting • The ambient lighting system for the new Mechanical Room will be accomplished with a combination of direct and indirect fluorescent fixtures. The lighting controls will be located locally and operated with ease. 5. Testing • The following tests and inspections shall be performed by the General Contractor with the Owner and the Owners' representative present. The test and inspections must comply with the criteria stated for the work to be acoepted. HVAC • Inspect new radiators, boilers, and pumps for any physical damage. There shall be no dents or distortion of the metal. • hispect new radiators, boilers, and pumps for any unusual noise or vibration. There shall be no unusual noise or vibration when the unit is operating. • Inspect new piping and equipment for leaks. • The HVAC system shall be tested to verify that the final TAB report is correct. Readings within 10% of those listed on the final TAB report shall be considered acceptable. If the readings are not acceptable, then all systems in the space must be balanced and a new final TAB report prepared. After the new final TAB report is issued, all HVAC systems in that space will be tested to verify that the new final report is correct. • Verify that the HVAC system is functioning correctly. The control valves and pumps shall operate when the space sensor calls for heat. Lighting Page 4 1 • Demonstrate that the time clocks controlling the lighting system automatically turn the lights off and on at the prescribed times. • Inspect that all lamps in all the fixtures are functioning. 6. Operation Manuals and Maintenance Manuals When the Fire Headquarters is completed and ready for occupancy, the General Contractor shall provide the following items before the review and final testing will begin. HVAC • Two complete sets of operating manuals. • Two complete sets of maintenance manuals. The manuals shall cover all new HVAC equipment. Electrical • Two complete sets of operating manuals. The manuals shall cover occupancy sensors, time clock controls, and light fixtures. 7. Record Drawings and Control Documents When the Fire Headquarters is completed and ready for occupancy, the General Contractor shall provide the following items before the review and final testing will begin. • As-Built Drawings for the HVAC, electrical, and lighting systems. • Copy of the final test, adjust and balance (TAB) report. ***END OF NARRATIVE*** Page 5 P.O. BOX 656/TEXAS ROAD NORTHAMPTON, MA 01061 uvu (413) 584.4022 FAX(413) 584.0011 AQL'ADRO 6i CERRUTI w, DATE JOB No. ATTENTION To lT� C�tc ) RE- 7-c�N l—Yh"M�Ga� vi it Cl/fi S Hf L-i WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION rzc THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested 7 Returned for corrections ❑ Return corrected prints For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. �Y } :r �d i i I pat,V14-1 i a /MA- • Aj d ,y .j 03/09/05 11:36 FAX 1@002 'Yersio-nf j Catnintreial Building Permit May 15,2000 9.1 Registered Architect: . • Not Applicable Name(Registrant): E 17 Hampden St.re6t%=S.pe-ingf--i61dr MN01103 Registration Number A 7 Expirakri Date Sio to Telephone 9.2 egisterd 6&fessionai E gine r(s)t ' Name Area of Respon.tbility ORegistration Number Telephone - Expiration Date Name Area of Responsibility Ad Ragistradon Number. .� 1227- 1 � • Signature telephone Expiration bate:. Name Area of ResponsibrPfty Add s Registration.Number t Signature Telephone F.xpiiadon Date . _orf.i?,u LZy✓L��-- J Name Area of Responsibility r2 S -� F Address _ Registration Number =. 7O•yj4f Sig re Telephone Expiration Date 9.3`Generat Contractor Nat Applicebis Q . Company Name: Responsible in Charge of Constructiori Address Signature Telephone 03/09/05 11:36 FAX Q002 Versi003 Commcraial Building Permit May 15,2000 ,z.,is„ ` tort saisia� r1 :_ ' Pe =► �► �. os rtz� o ;;Pirf .r .` a _ } 9.1 Registered Architect: Kerry L . 'Dietz ; Not Applicable 0 Name(Registrant): I i I7Hampden Street-28 zhgf161d, MA' 011a3 RegistrationtJumber A ' 3-6 7 Expiration Date S Telephone 9.2 agister fessional E gine r(s): Name Area of Respon�ibirdy.. 1 Adder Registration Number Avg Signa re Telephone Expiration Date Name Area /ooff��Reespoon�sibility A ' Add r I istration Number. _i S�gnatura Telephone Expiration bate , Name Anaa of Responsibility+ 2 S— s' • 3 Ad s � . R[e�gistra�tfo•,n�f<Eumbar Signature Telephone RKpiration Data Name Area of Responsibility -r (. U✓L Address Registration Number Sig Telephone Expiration Date 9.3'General Contractor Not Applicable 0 Company Name Responsible In Charge of Construction Address Signature Telephone David Dietz From: EPACDX@csc.com Sent: Friday. March 25, 2005 4:14 PM —To: David Dietz Subject. Nnl rmmnl,-fa f`erFlAe,-1 KI-6 n._a:.._ .._. Ii.n I il 1: .STHA,",P 13C P,7 t-' of .T.ntert TC form ]r NOT was :o;,;letcri znd °�U�Il't_ttr cralting t. n ?= the ccr.clusicn :f your 7 ,_; )_.PA. ar. ti^ r n you ro,*idwe-. Yc, r al�,'F.r��. l-1 lidity of the Cert_fication yc,) h , ca , oP thls _r_i=i - j .r.' rrren_s. An i , or a .t '-spect a r a r� - [ D F _ .. r_7_: Jei:ermined whether yon a-e, e1;. ].e -D= _Cveiarr_ ur.:er _his pa. rn .e . " /A,3 +.res y( .e77.2_opPd aria' be-gun _mpJ.ementin,3 3 �t;�xmwater L�in_ ._^_qu:.r 1=n _..,.PPF' .nes important .inspection. and-reccrd e rol t� ( i] .i.115t u_.. ''.1.tf, catio'n-specifiC r n t s area. , cc cf the t. nal py CGP must be kept w_th - - ar.d addi tc guidance inateria.l.s can be vi.ewed ar.c =t'r.,o=_d�7 a� hl: :ti: //_fP;,J_. e_1. -�•;/n dos;`st�riwrtte r r: _p. cfm If y^u t•.a• ,, :--,'nal „e . mo ra, o- your respcnsioili_ie ,:�aion: 1 Theln; M,-Jrphy ril, , al a-16:-_ -AFF- - -- �t '''_' r _'or.r, p__aasr _aI th Z A IQ I Processing C_nte� at 1 _' - 5_ it free _r sir _n P: / e�3 . ag ;I: ] r::dLF. BUJ.) y _a the cnllr.E. ic_n 3t r y = ` ec - C7: ~1 contact the CnX ,yelp Desk at • !88r 9�. ^u can .r.el_ c_ts.em _.__..g .,ie f,l_chr,i.']a linr. 3!: any i.me E A Idr_I Fro:-,=_ n7 Clint__ �pC"a`ed r„ rT- 1 Storm Water Pollution Prevention Plan 2 `.s 2i1C� o ..9., l., .. I March 1 , 2005 Owner General Contractor Site Work Contractor The Community Builders Inc. Aquadro &Cerutti Inc. Dietz Construction 95 Berkeley St. , Suite 500 Texas Rd. 134 Lovefield St. Boston, MA Northampton, MA Easthampton, MA 02116 01060 01027 Village at Hospital Hill—Phase/ Storm Water Pollution Prevention Plan TABLE OF CONTENTS SITEDESCRIPTION.......................................................................................................2 ProjectName and Location.................................................................................................................2 OwnerName and Address..................................................................................................................2 Functionof Project..............................................................................................................................2 Sequence and Timing of Soil Disturbing Activities...........................................................................3 CONTROLS...................................................................................................................... 5 Erosion and Sediment Controls....................................................................................................... Timingof Controls................................................................................................................................ 7 Practices to Limit Erosion From Exposed Areas..............................................................................7 Post-Construction Stormwater Management....................................................................................7 Material Inventory for Pollution Prevention Plan............................................................................8 SpillPrevention...............................................:....................................................................................9 SpillControl Practices....................................................................................................................... 10 Pollutants from Construction Support sources..............................< 11 Non-Storrawater Discharge Management....................................................................................... 11 Maintenanceof Controls................................................................................................ 11 Erosion and Sediment Control Inspection and Maintenance Practices........................................... 11 Documentation of Permit Eligibility Related to Endangered Species........................................... 12 Copyof Permit................................................................................................................ 12 Attached are copies of the Construction General Permit, a copy of the Notice of Intent, and a copy of the notification of receipt from the EPA Storm Water Notice ProcessingCenter............................................................... ................................. 12 CERTIFICATION OF COMPLIANCE.WITH FEDERAL, STATE AND LOCAL REGULATIONS............................................................................................................. 13 POLLUTION PREVENTION PLAN CERTIFICATION......................................... 14 CONTRACTOR'S CERTIFICATION......................... 1 Village at Hospital Hill—Phase I Storm Water Pollution Prevention Plan SITE DESCRIPTION Project Name and Location Village at Hospital Hill—Phase I Northampton, MA Owner Name and Address j Village at Hospital Hill, LLC TCB —The Community_ Builders Inc. 322 Main St. Springfield, MA 01105 Project Site Operators Operational Control Over Construction Plans and Specifications The Community Builders Inc. Thomas Kegelman 95 Berkleley St., Suite 500 Boston, MA 02116 Operational Control of.day-to-day Activities General Contractor Aquadro & Cerruti Inc. Richard D. Aquadro, President 1 Texas Rd. Northampton, MA 01060 Site Work Contractor Dietz Construction Inc David Dietz 134 Lovefield St. Easthampton, MA 01027 Function of Project The proposed project will include selective clearing, demolition, excavation, grading, utilities and site improvements related to renovation of two existing, multi-story buildings into new apartment units. 2 f Village at Hospital Hill—Phase 1 Storm Water Pollution Prevention Plan Sequence and Timing of Soil Disturbing Activities The sequence and timing of soil disturbing activities at the site will be as follows: 1. Installation of silt fence and haybale erosion control measures. 2. A stone truck pad will be constructed at the project entrance to capture sediment and control tracking of soil onto roads outside the project limits. 3. Topsoil cleared and stockpiled within limits of work and additional silt fence installed around base of pile to control run-off. i 4. Sewer, water and drainage infrastructure will be installed within the confines of the project limits only. (Main storm water conduit and detention system to be 3 installed as part of an adjoining project managed by the MassDevelopment Agency). 5. Electric, gas, telephone, cable utilities (subsurface) will be installed within the confines of the project limits only. 6. Installation of bituminous pavement and berm per plan and spec. 7. Complete rough grading, spread topsoil and establish lawns and plantings. 8. Remove accumulated sediments from all drainage structures. 9. Remove silt fence barrier after lawns have been established and all danger of soil erosion has been eliminated. Estimate of Disturbed Area The project site covers approximately 2.75 acres. Construction activities will result in the disturbance of approximately 2.75 acres. Project Location Map Below is a project location map showing the project site as well as waters of the United States within one mile of the site. _ Y Mill RiverJY ,' yz ► " t >. �Hk- 1y4�E P 'U Alt a \r 3.G1L LSO f 9 f� Wyr Flew .•� „�� -n. �f. i�„��.L'`^ �- y� Locus of Village ,fit � � Locus of Village at Hill Rd. Project til _ - Hospital Hill Phase I (under separate -- contract) 3 Village at Hospital Hill—Phase/ Storm Water Pollution Prevention Plan 3 Project Site Plan Pictured below are maps showing the proposed changes to the project site. Included on the site plan are the following: • Direction of storm water flow. • (No re-grading of slopes associated with this project). • Areas of soil disturbance. • Locations of major structural and non-structural BMPs. • (There are no areas expected to require stabilization). • (There are no off-site material, waste, borrow or equipment storage areas.) • Locations of all waters of the United States (including wetlands). * (No storm water discharges to a surface water.) y CIL?` _.""'... Arrow shows general direction of w- , , storm water flow via piping and detention pond system constructed , ;, , under separate Village Hill Rd :,aslr1 , " contract Box shows area of disturbance , associated with building renovations a ` A. tnn Limits of erosion control barriers �- - - I Al 4 i r Village at Hospital Hill—Phase/ Storm Water Pollution Prevention Plan 1 a CONTROLS 9 Erosion and Sediment Controls General Sedimentation Control Practices The following general erosion and sediment controls will be utilized during construction in order to maintain local water quality: 1. Erosion control barriers will be installed prior to clearing and excavation work. 2. Grading and other soil disturbance will be done so as to minimize erosion during wet seasons. 3. Two storm water retention basins will be constructed as part of a separate contract known as the Village Hill Road project, overseen and managed by the MassDevelopment Agency. All storm water runoff collected within the Village at Hospital Hill renovation project will be piped to a central storm water collection j system and directed into a series of two detention basins located outside the project limits but still on the grounds of the Northampton State Hospital. 4. Sediment control barriers will be inspected regularly and assessed to assure their i proper function. 5. The clearing of natural vegetation will be minimized and remaining natural vegetation will be protected to the greatest degree possible. 6. Staging and soil stockpile areas shall be located at least 100 feet from wetlands. A hay bale/siltation fence barrier will be installed immediately down-gradient of such areas. 7. Designated temporary dewatering basins will be used for dewatering. ' 8. Disturbed areas will be stabilized as soon as possible after construction. 9. Maintenance and cleaning of construction vehicles and equipment will take place in designated staging areas only. Structural Practices The following structural erosion and sediment controls will be utilized during construction in order to maintain local water quality: 1. Hay bales/Filter Fabric Fencing: Staked hay bales with filter fabric fencing will be installed prior to site clearing and between any wetlands and areas of work. • Filter fabric will be set into ground 4" to 6". • Sediment will be removed from behind silt fence when it reaches half the original height of the fence. • Silt fences will be inspected and repaired or replaced as necessary. • The site contractor will be responsible for implementation of this BMP. 5 Village at Hospital Hill—Phase/ Storm Water Pollution Prevention Plan 2. Dewatering Basins: Dewatering basins will be constructed where required prior to excavation activities. These basins will act to settle suspended solids from pumped groundwater. • Basins will be sized according to the amount of groundwater encountered at a particular location. • Basins will utilize a perforated standpipe wrapped in filter fabric for discharge. • Sediment will be removed when it reaches half of the original height of the filter. • The site contractor will be responsible for implementation of this BMP. 3. Catch Basin Filters: Filter consisting of anchored hay bales, embedded 4-6" in the ground, will surround each new catch basin. • Filters will be placed around each catch basin prior to paving or planting. • Sediment will be removed when it reaches half of the original height of the filter. • Filters will be removed only after up-gradient areas have been permanently stabilized. • The site contractor will be responsible for implementation of this BMP. 4. Dust Control: Dust control will be maintained by sprinkler or water truck during construction to minimize sediment transport and maintain air quality at an acceptable level. • The site contractor will be responsible for implementation of this BMP. 5. Roadway Stabilization: Until final- paving takes place, project driveways and parking areas will be stabilized by grading with clean gravel. • The site contractor is the operator responsible for implementation of this BMP. Stabilization Practices The following stabilization practices will be utilized during construction in order to maintain local water quality: 1. Temporary stabilization: temporary deeding, mulching or other suitable stabilization measures will be utilized to protect disturbed areas and stockpiles during prolonged construction periods. 2. Permanent stabilization: areas disturbed by construction will be permanently stabilized by paving with concrete or bituminous concrete, by installation of plant material, or by seeding and mulching with seed mix as described in the project specifications. Seeded areas will be covered with straw mulch to protect surface until seed germination. 6 Village at Hospital Hill—Phase/ Storm Water Pollution Prevention Plan , Timing of Controls As indicated in the Sequence of Major,Activities, the haybale/silt fence barrier and stabilized construction entrance will be constructed prior to clearing or grading of any other portions of the site. No excavation or dewatering activities will take place in an area until appropriate dewatering basins or sediment control structures have been installed. Areas where construction activity temporarily ceases for more than 21 days will be stabilized with temporary seed and mulched within 14 days of the last disturbance. Once construction activity ceases permanently in an area, that area will be stabilized with plant material or pavement as indicated on the plans. After the entire site is stabilized the haybale/silt fence barrier will be removed. MAINTENANCE & INSPECTION PROCEDURES Construction Dates (Record and Maintain) The following events are to be recorded and incorporated into the SWPPP: { Dates when major grading activities occur • Dates when construction activities temporarily or permanently cease on a portion of the site. • Dates when stabilization measures are initiated. The project general contractor(or site contractor if there is no general contractor for project) is the operator responsible for recording the information dates listed above. Form 1 of the SWPPP has been included for recording this information. Form 1 is attached to the back of the SWPPP. Practices to Limit Erosion From Exposed Areas Structural BMPs will be implemented to limit runoff and the discharge of pollutants from exposed areas of the site. Exposed areas will stabilized according to the plans and in compliance with the stabilization practices described above. Post-Construction Storm Water Management A system for storm water management has been designed for this project. The system, designed by a professional engineer, utilizes curb and gutter, catch basins and storm water treatment chambers. Water collected via these means will be directed via buried pipe into a two-stage detention pond system to be built by the associated Village Hill Road project managed by the MassDevelopment Agency. 7 Village at Hospital Hill—Phase,/ Storm Water Pollution Prevention Plan Waste Disposal 1 Waste Materials: The general contractor shall ensure that all construction and demolition debris will be placed into metal dumpsters rented from a licensed solid waste management company. Dumpsters will be emptied as necessary and disposed of in accordance with local, state and federal regulation. No waste materials will be buried on site. The general contractor will also assure that all scrap metal will be separated from the waste stream and deposited into specially marked dumpsters for removal by a licensed scrap metal dealer. All Massachusetts State laws pertaining to recycling of waste paper, cardboard, glass and metal will be observed and containers to facilitate separation and collection will be placed at the project manager's office trailer. Notices stating these procedures will be posted outside the job trailer and all site personnel will be instructed in these procedures and site construction supervisor(s) will ensure that these procedures are followed. i Hazardous Waste: Hazardous waste will be disposed in the manner specified by local, state and federal regulation or by the manufacturer. Site personnel will be instructed in these procedures and site construction supervisor(s) will ensure that these procedures are followed. Sanitary Waste: The general contractor will provide a sufficient number of portable toilets for use by all workers on the project.. The number of toilet units will be based upon the number of workers on the site, the;number of hours worked weekly and the standard recommendations of the sanitary waste contractor. Portable toilets will be maintained in a clean and sanitary manner at all times. Portable toilets will be emptied and cleaned on a weekly basis by a licensed sanitary waste contractor. Off-Site Vehicle Tracking A stabilized stone construction entrance pad will be emplaced to reduce tracking of sediments onto adjacent roadways. Stone large enough to not be picked-up in truck tires, will be installed at the project entrance in order to dislodge sediment from vehicles leaving the site. The paved street adjacent to the construction entrance will be swept regularly to reduce mud, dirt or sediment tracked from the site. Dump trucks hauling material to and from the site will be covered by tarps. Material Inventory for Pollution Prevention Plan It is expected that the following construction materials will be stored at the project site during the construction process: Asphalt Masonry block Cleaning solvents Metal plates Concrete Paints (enamel and latex) Detergents Petroleum-based products Fertilizer Solvents Sand, Stone & Gravel Wood PVC Pipe and Fittings Precast Concrete Pipe & Drainage Structures 8 Village at Hospital Hill—Phase/ Storm Water Pollution Prevention Plan HDPE Pipe Ductile Iron Pipe and Fittings Spill Prevention All employees will be instructed regarding spill prevention practices. Notice of these practices will be posted in the job trailer and the site construction supervisor will hold responsibility for ensuring that all procedures are followed. Material Management Practices The following material management practices will be used to reduce the risk of spills and other accidental exposure of materials and substances to storm water runoff. a Jobsite Housekeeping The following jobsite housekeeping practices will be followed during the construction process to prevent pollution and debris from entering storm water flows: • Materials stored on-site will be maintained in an orderly and workmanlike manner. Tarps or plastic sheeting Will be used to cover materials if required. • Jobsite waste and debris will be cleaned-up and placed into dumpsters daily. • Trash receptacles will be emptied daily to discourage wildlife from entering the work site to eat food scraps left by workers. • Spills will be cleaned-up and reported to the jobsite superintendent immediately. • Smoking will not be permitted in the proximity of any stored construction materials or debris. Hazardous Products The following management practices will be used to reduce risks associated with hazardous materials: • All fuels, oils, solvents, lubricants, faints or other hazardous products will be kept in original containers with labels intact. • Material Safety Data Sheets (MSDS) for each product used on the project will be maintained on the jobsite at all times. • All fuels, oils, solvents, cleaners or other hazardous materials will be stored under a roof or other enclosure with an impervious floor surface designed to contain any and all spills. • Substances will not be mixed with one another unless recommended by the manufacturer. • Manufacturer's recommendations for proper used and disposal will be followed. • The site superintendent will be responsible for ensuring proper use, storage and disposal of all hazardous materials and waste and on-site. • Smoking will not be permitted within fifty-feet of any fuels, oils, solvents, lubricants, paints or other hazardous products. 9 Village at Hospital Hill—Phase I Storm Water Pollution Prevention Plan i } Product Specific Practices Petroleum Products: All on-site vehicles will be monitored for leaks and will receive regular inspections and preventive maintenance to reduce the chance of leakage. Petroleum products will be stored in sealed, clearly labeled containers. No vehicle refueling or maintenance will take place within 100 feet of a wetland or waterway. No petroleum-based products will be stored within 100 feet of a wetland or waterway. All spills, no matter how small, will be reported to the project superintendent and clean-up immediately. Fertilizers: Fertilizer will not be stored on the jobsite. Only that fertilizer planned for use on a given work day will be brought onto the site and any remaining or partial units will be removed from the site at the end of each day. No fertilizers will be used within 100 feet of a wetland or waterway. Fertilizers will only be applied in the minimum amounts recommended by the manufacturer. Once applied, fertilizer will be raked or otherwise worked into the soil to limit the potential for uncontrolled run-off into the storm water system and adjacent waterways. a Solvents, Paints and Other Hazardous Substances: All containers will be sealed when not required for use. Excess material will not be discharged to the storm sewer system but will be properly disposed of according to manufacturers' instruction or local and state regulations. No solvents, paints or other hazardous substances will be stored within 100 feet of a wetland or waterway. Asphalt substances used on site will be applied according to the manufacturer's recommendations. Concrete Trucks: Concrete trucks will not be allower to wash out or discharge surplus concrete or drum wash water into the storm water system or within 100 feet of a wetland or waterway. Spill Control Practices The following practices will be followed for spill prevention and cleanup: • A Spill Clean-up Station shall be established outside the general contractor's field office. The station will be kept unlocked and fully-stocked with appropriate spill containment and clean-up supplies so that workers can react immediately to a spill of hazardous materials. • A log will be maintained to record the date, time, type of spill, and action taken for all spills of hazardous materials. • Spills of toxic or hazardous material will be reported, regardless of size, to the Massachusetts Department of Environmental Protection at 888-304-1133. • Manufacturers' recommended methods-for spill cleanup will be clearly posted and all site personnel will be made aware of the procedures and the location of the information and cleanup supplies. 10 .I Village at Hospital Hill—Phase/ Storm Water Pollution Prevention Plan a i • Materials and equipment necessary for spill clean-up will include, but is not limited to, brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust,plastic bags and sealable containers specifically for this purpose. • All spills will be cleaned up immediately after discovery. • The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from contact with a hazardous substance. • Should a spill occur, the spill prevention plan will be adjusted to include measures to prevent another spill and to cleanup up the spill should another occur. A description of the spill, along with the causes and cleanup measures will be included in the updated spill prevention plan. j • The construction superintendent will be the spill prevention and cleanup coordinator. The superintendent will designate two other personnel to receive spill prevention cleanup and training. The names of responsible spill personnel will be posted at the Spill Clean-up Station at job trailer. Pollutants from Construction Support Sources Not applicable to the project covered by this SWPPP. Non-Storm Water Discharge Management It is expected that the following non-storm water discharges will occur from the site during the construction period: • Water from water line flushing. • Pavement wash waters (where no spills or leaks of toxic or hazardous chemicals have occurred). • Uncontaminated groundwater from dewatering excavations. • Water from washing the exterior of construction vehicles. • Water used to control dust. Non storm water discharges will be directed to stabilized surfaces or the detention basin prior to discharge. Exterior washing and rinsing of vehicles will take place more than 100 feet from wetlands or waterways. Maintenance of Controls Erosion and Sediment Control Inspection and Maintenance Practices The following inspection and maintenance practices will be utilized in this project to maintain sediment and erosion controls: • Silt fence will be inspected for depth of sediment, tears, to verify that fabric is securely attached to the stakes and to verify that stakes are firmly in the ground. 11 Village at Hospital Hill—Phase/ Storm Water Pollution Prevention Plan • Built-up sediment will be removed from silt fence when it has reached one-third the height of the fence. 0 Contractor will stockpile on site or make available all equipment, materials (e.g. filter fabric, hay bales, crushed stone, etc.) and labor necessary to make emergency erosion control improvements within four hours if necessary. • Temporary and permanent seeding will be inspected for bare spots, washouts and healthy growth. • A maintenance inspection report will be made after each inspection. • The site contractor will select one or more individuals who will be responsible for inspections, maintenance and repair activities and for completing inspection and maintenance reports. • The General Contractor will continuously inspect all erosion and sediment controls and report deficiencies to the site work contractor for immediate repair and remediation. i Documentation of Permit Eligibility Related to Endangered Species Not applicable to the project covered by this SWPPP. Copy of Permit Attached are copies of the Construction Genera: Permit, a copy of the Notice of Intent, and a copy of the notification of receipt from the EPA Storm Water Notice Processing Center. i Note: The SWPPP includes a copy of the permit, the NOI that was filed and the receipt of complete NOI that comes from the EPA. 12 Village at Hospital Hill-Phase Storm Water Pollution Prevention Plan CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS This stormwater pollution prevention plan reflects State of Massachusetts requirements for stormwater management and sediment and erosion control as established by the Wetlands Protection Act(3 10 CMR 10.00) and by the Department of Environmental Protection Stormwater Management Policy. To ensure compliance, this plan was prepared in consultation with the following publications: Commonwealth of Massachusetts, Department of Environmental Protection. Stormwater Management Policy. November 1997. Commonwealth of Massachusetts, Department of Environmental Protection. Wetlands Protection Act Regulations: 310 CMR 10.00 for Administering M G.L. Chapter 31, Section 40. November 1997. Commonwealth of Massachusetts, Department of Environmental Protection and Office of Coastal Zone Management. Stormwater Management, Volume One.- Stormwater Policy Handbook. March 1997. Commonwealth of Massachusetts, Department of Environmental Protection and Office of Coastal Zone Management. Stormwater Management, Volume Two: Stormwater Technical Handbook. March 1997. United", States Environmental Protection Agency. Storm Water Management For Construction Activities, Developing Pollution Prevention Plans And Best Management Practices, Summary Guidance. October 1992. 13 Village at Hospital Hill—Phase Storm Water Pollution Prevention Plan POLLUTION PREVENTION PLAN CERTIFICATION I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signed: CONTRACTOR'S CERTIFICATION I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES)permit that authorizes the stormwater discharges associated with in6ustrial activity from the construction site identified as part of this certification. Signature Company Responsible For The Community Builders Inc. Owner/Developer 322 Main St. Springfield, MA 01105 Tel: 413.737.0207 Aquadro & Cerruti Inc. General Contractor Texas Rd. Northampton, MA 01060 Tel: 413.584.4022 Dietz Construction Corp. Site Work/Excavation 134 Lovefield St. Easthampton, MA 01027 Tel: 413,527.2695 14 Northampton Department Memorandum To: Tony Patillo From: Duane NicholsO Date: March 24, 2005 CC: Brian Duggan Re: Village at Hospital Hill—Phase 1 South Building Secondary to a review of the plans and fire protection narrative submitted to me for review, I concur with the issuance of a building permit subject to the following conditions: • Fire Department Emergency Access Key Box is required on the front of the building. Keys are required to be put in the box. Engraved key tags are required. • A red 120-candela strobe light that actuates upon an alarm condition is required above the Fire Department Emergency Access Key Box. • A graphic representation of the structure must be installed at the Fire Alarm Control Panel (FACP) and Fire Alarm Annunciator Panel (FAAP). • The fire Alarm Control Panel and Fire Alarm Annunciator must be marked with a red engraved sign with one-inch white lettering "Fire Alarm Control Panel' and "Fire Alarm Annunciator Panel". • Engraved signage listing all fire alarm zone locations installed near control panel. •Page 1 • Engraved labels (1"x1") numbering all smoke detectors for identification purposes installed on smoke detectors on main fire alarm system. Numbering sequence to be determined by Fire Department. • Verification must be active on all smoke detector zones. • The FD connection for sprinkler system is to be 4" Storz connection with an attached chain, in addition a sign reading "Fire Department Connection" in 3" white letters on a red background is to be mounted above the connection. Also an electric bell, which activates upon water flow, must be located above this sign. • 5 Ib. ABC fire extinguishers are required under each pull station. • The Fire Alarm system must be supervised be either a direct connection to the Northampton Public Safety Dispatch or by a UL listed Central station. • Installation shall follow the Northampton Fire Department Fire Prevention Checklist and Installation Guide. • Work permits shall be obtained for project. •Page 2 ---- nuunur[u 6 I_nmmui t 1Ml P.01 Aff AQUADRO & CERRUTIm PO Box 656•Northampton,MA 01060 P 413 %4 4022•F 413 564 0011 f A[ ! Zv L J • /� �� From: _. Fax: `f/3 Se 7 - Y Pae = ttrr. Ur✓ � Dete: , CC . o OT— CC: ❑Urgent ❑ For Review ❑Please Reply ❑Please Recycle � yJ AQUADRO&CERRUTI INC.IS AN EQUAL OPPORTUNITY EMPLOYER ntxtJnalRV a t cr tau i i rv� P.02 FAX TRANSMITTAL SHEET 4f ..�' l�xCtt4•I�ustry H1liritri,Irx. DATE: os To: 312 ft L d � �- sprwallesl<leir COMPANY; 413 IN-Ozal hrlia9ll�l198 FAX#: ( ) _ ►oo loo/1611133 ON "- rwucotaatraigitiiiaTtaq NUMBER OF all us„Ills NOW PAGES: 166410M ntttttW# M148— (including this ; ++ rc sheet) rattldt E(Mqr FROM. VYt�tr-- &idtaatt t�hlftNtrMt.o�ex COMPANY: The Community udders,Inc. FAX#: (413)731-9790 REMARKS: t`Cltii�L Lt �_ I Ut E �'► 1 1 (NOTE- This transmittal is intended only for the use of the individual or m4ty to which it is addressed,end may contain information that is privileged,confidential and exempt hoses disclosure under applicable taw, If the reader Of this(rattstnittel is not the iA tded tccip"t,or the employee or agent responsible for delivering the tratuanittel to the intended teciplent, you arc hereby notifisd that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify ua immmedietety by telephone,and return tete original message to us st the address givea via the U.S.Postal service. Thank you.) 0 AADMxN\FAXCOvtrs-DOC -- --- i.�'e..� HUUHLKU a UtNNU1 1 1NU P.03 •t MUNICIPAL WATER AVA LABUM APPLICATPON Northatttpeoa Water Depmtn=t 237 Prospmt St. Northampton,MA 01060 537-1097 A Department of Public Works Trench Permit shall be required prior to any,eonstruction or connection activity associated with this spplicatioiL Location: Vill&V Q Hospital Hill,L.L.C.,Village Kilt Road Inquiry Made By: Thomas Kephsao(413)531-8144,(fu 413.731-9790) Date of Inquiry: 3/4/05 Number of Type of , Single Family Type of Private Units: Unit(s): Accessocy Apart. Ownetshiv Cando Multi-family _Rental Commercial (Applicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes X No: site? Yes: No: Size of Watcr Main: 12" Material: Dl Age: Approximate Static Street Flow Test Conducted: Yea:X No: Pressure: 100 psi If done attach results Suggested Meter Size Size of Service Connection: Cammeab. The water Department cannot gaaraatae adequate waxer p.earore daring peak dermad tloea at devatkas above 330 test Northam"Phumiog Board approved this vabdivisim oa.22 Jnr 2064. K b the respoa•ibility of the developer to provide neetasary Wrartraeture a shwa oa approved plana. • A correVondr4 water ea taaoe fee shall be paid prior to makog any oa®eetion to the mumcipel wattir watm • Arrangezeents of such installation shall be made with the Northampton Watcr Depattoent wither m a irmnm of 5 g days notifi . • work m N il,-ton Wata Departrneat spoeitiratiens. A.,. G' 5W&O, David W.Spartrs,SWorintmfiezit of Water cc: Ned Hwatley,Asst,City En*= _ . ___ - nurunlr([u a t crsr�ui t tlVl P.04 MUNICIPAL SEWER AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton,MA 01060 587-1570 A Department of Public Warks Trench Permit shalt be required prior to any construction or connection activity associated with this application. Location: Village @a Hospital Hill,LLC.,Village Hill Road Inquiry Made By: Thomas Kegolman(413)531-8144,(fay-413-,732-9790) Date of Inquiry: 3/4/05 Municipal Sewor Main in Front of Location: Yes x No Municipal Storm Drain Available: Yes x No Size of Sewer Main: 8" Material: PVC Age: na Depth of Sewer Main: $.2' Size of Service Connection: 6"PVC Continents: . Availability of sewer and drainage,size of pipes and materials and depths are based on"definitive plan the Village at Hospital Hill in Northarttpton,Ma(Hampshire County) dated November 20,2003 prepared by Beals and Thomas, Inc." The City of Northampton has not accepted responsibility for the maintenance of the sewer main and ssrvice connections as of this date of inquiry. A corresponding"sewer entrance fee"shall be paid prior to making arty connectiort10 the municipal sewer system. Arrangements of such installation shall be made with the Northampton Streets Department witha minimum of S working days notification.All work shall conform to Northampton Streets Department specifications. Storm Drain Concurrence ,—. Joseph Thowas,Superintendent Douglas McDonald,Environmental Planner Streets Department Engineering Department cc: Ned Huntley,City Engineer Anthony Patillo,Building Inspector TOTAL P.04