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0070 STAGE COACH ROAD (7)
' - 'r' Qfi r'�` a - a �1 ir.rn.� '�r•r`q CY r t r i �.';_� t��,s� "k�jr!+ �yr � '�� , ........+ r t� ��, , a f. ,�`r^4rx'F. ,� "Sr{:',ti• 9,� es r. `:ram • Q#� �, 't S : , , 6 x. r p 4 I 6 � b d , a r Message Page 1 of 2 Barrows, Debi From:. Schlegel, Frank . Sent: Wednesday, January 23, 2013 3:05 PM To: Barrows, Debi Subject: RE: #70 Stage Coach Road, Centerville, Map 173 Pcl 026"Unitization" Hi Debi, Sorry for the delay. I had the flu and I was out all last week! I was afraid i was going to die and was hoping I would all at the same time! I wish that flu on no one! Now for the business at hand; when the builder came in, I couldn't find my copies of the unit schedule and since I didn't add them to my address database, I figured I hadn't completed it way back when. That was the problem; I had sketches and notes emailing back and fourth to the Housing Authority a couple of months ago and I couldn't find my copies. Since I hadn't added it to my database, I figured it hadn't been completed. I used the standard technique for unitization so the new schedule shouldn't be a problem. The only change was for building#3 also known as: Units A1-A4. I reversed my original plan. The units ended up being assigned left to right. The first time 1 did it, it was right to left because that's the way you approach the building..Since the building isn't that big, it really shouldn't matter. I spoke to a Mr. Dan Kadar from the Housing Authority yesterday and he asked if the units.in'that building could go left to right anyway. This way it is consistent with the other buildings. . If you haven't already issued permits on this site before, there should be no reason to change it back to right to left unless you see something here I don't. So, bottom line: the units I updated in the roads database should be according to the new unit schedule which assigns all the unit numbers from left to right. In effect: Building/Unit#(site plan) Building Letter Building Unit Number Final Address #3/1 A 1 #70 Al Stage Coach Road #3/2 A 2 #70 A2 Stage Coach Road , #3/4* A 3 #70 A3 Stage Coach Road #3/3* A 4 #70 A4 Stage Coach Road #2/1 B 1 #70 B1 Stage Coach. Road #2/2 B 2 #70 B2 Stage Coach Road #2/4* B 3 #70 B3 Stage Coach Road #2/3* B 4 #70 B4 Stage Coach Road #1/1 C 1 #70 C1 Stage Coach Road #1/2 C 2 #70 C2 Stage Coach Road #1/4* C 3 #70 C3:Stage Coach. Road #1/3* C 4 #70 C4 Stage Coach Road (*) Note: Unit numbers are out of sequence on site plan. New address unit letters/numbers should restore sequencing of units from left to right on all three buildings. If you are.OK with this new schedule, the roads database should match. If you note any discrepancies with this schedule and the database, please let me know as soon as possible. 1/23/2013 E 1 PERMIT PAYMENT'RECEIPT-- TOWN OF BARNSTABLE u BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: 02/13/13 TIME: 09:161 -----��-------TOTALS-----..______._--:---,. PERMIT I 'PAID 150.00i AMT TENDERED: 150.00 AMT APPLIED: 150.000 CHANGE: t APPLICATION NUMBER: 201300119 PAYMENT REF: 3126t - Message Page 2 of 2 Thanx, Frank -----Original Message---- From: Barrows, Debi Sent: Tuesday, January 08, 2013 9:28 AM To: Assessing Mailbox; Schlegel, Frank Cc: Perry, Tom Subject: FW: #70 Stage Coach Road, Centerville, Map 173 Pcl 026,"Unitization" Importance: High Please let me know which plan is correct for addressing. The first one attached.is from the Fire Dept, the other is from the contractor. We have already started the permitting process and need to correct before the permits get issued. Thanks Debi -----Original Message----- From: MacNeely, Martin [ma i Ito:mmacneely@commfiredistrict.com] Sent: Tuesday, January 08, 2013 8:36 AM To: Barrows, Debi Subject: FW: #70 Stage Coach Road, Centerville, Map 173 Pc1 026 "Unitization" Importance: High F From: Schlegel, Frank [ma i Ito:Frank.Schlegel@town.ba rnstable..ma.us] Sent: Tuesday, August 28, 2012 3:21 PM To: MacNeely, Martin " Subject: FW: #70 Stage Coach Road, Centerville, Map 173 Pcl 026 "Unitization" Importance: High Hi Martin, The,Housing Authority is asking me again if I have that unit schedule yet. Have you had a chance to look.it over? Thanx, Frank -----Original Message----- From: Schlegel, Frank Sent: Thursday, August 23, 2012 3:22 PM To: 'MacNeely, Martin' Subject: #70 Stage.Coach Road, Centerville, Map 173 PcW26 "Unitization" Hi Martin, Enclosed is the unit schedule I proposed for the Housing Authority complex for Stage Coach Rd. ,Centerville. It was a little tricky to identify which building should be Building "A". Also, I unitized by approach. One building: "A" is Right to Left. The other two are left to right: Please let me know if this works for you. I can see that building "A" might have some issues, I can reverse the unit progression if you have a problem with.it. Thanx, Frank 1/23/2013 Stage Coach Housing Prolect 3 detached housing units to be constructed on vacant land 4 units in each building with a comm on area (hallway) for the 2 units in the middle - end units will have own. entrances Demo of a single family home PERMIT FEES: Commercial fee for shells - application fees $150.00 (x 3) Residential fees for fit outs,- application fees 50.00 (x12) permit fees (per thousand) 5.10 (x12) Demo single family home $125.00 Electrical/plumbing/gas, residential fees I. RoadEngineering Page 1 of 1 ,.µ - BAP_N5TAB0'-i V_ hirtSS. �/1 �, e Logged In As: Monday, January 7 2013 Frank Schlegel Road syst6.m Application Center •Road System Reports Road System Search Options Search ey Multiple Addresses by Map Parcel Map Block Lot earch <Prev Next> Page 1 of 1 . Y�Add Record Parcel. Location; Village Index 173026 70-A1 STAGE COACH ROAD---(BLDG RIGHT) L/S-1 RST&2ND FLR. CENTERVILLE 1524 173026 70-A2.STAGE COACH ROAD ---(BLDG.RIGHT) 2ND FROM LEFT/2N.D FLR CENTERVILLE 1524 173026 70-A3 STAGE COACH ROAD ---(BLDG.RIGHT) 3RD FROM LEFT/1 RST FLR. . CENTERVILLE 1524 173026 70-A4 STAGE COACH ROAD---.(BLDG.RIGHT) R/S-1RST&2ND FLR. CENTERVILLE: 1524 173026 70-B1 STAGE COACH ROAD ---(BLDG.LEFT) L/S-1 RST&2ND.FLR. - CENTERVILLE 1524 173026 70-132 STAGE COACH ROAD ---(BLDG.LEFT)2ND FROM,LEFT/2ND.FLR. CENTERVILLE . 1524 . 173026 70-63 STAGE COACH ROAD---(BLDG.LEFT) 3RD FROM LEFT/1RST FLR. CENTERVILLE 1524 173026 70-B4 STAGE COACH ROAD ---.(BLDG.LEFT)R/S'.1RST&2ND FLR. CENTERVILLE 1524 173026 . 70-C1 STAGE COACH ROAD---(BLDG.REAR)L/S 1 RST&2ND FLR. CENTERVILLE 1524 173026 70-C2 STAGE COACH ROAD---(BLDG REAR)2ND FROM LEFT/2ND FLR. CENTERVILLE 1524 173026 70-C3 STAGECOACH ROAD ---(BLDG.REAR)3RD.FROM LEFT/1 RST:FLR. CENTERVILLE 1524 173026 70-C4 STAGE COACH ROAD---(BLDG REAR) R/S 1RST&2ND FLR. CENTERVILLE 1524 .- http://issgl2/intranet/propdata/RoadEngineenng aspx - 1/7/2013 PareeiEdit" Page 1 of 1 BAR.°4'STABLE� l i Logged In As: Monday,January 7 2013 , Pa Frank Schlegel Prce l Application Center Road System Reports Road System The record has been updated. Parcel Detail Parcel ID: 173026. Sewer Acct. T/R `�IUpdate3t : Devel Lot: LOT 26 , Owner: - BARNSTABLE HOUSING AUTHORITY Co Owner -J Street: 146 SOUTH STREET City. HYANNIS State: . MA Zi 02601 . p;t 2I Location:' 70 STAGE COACH'ROAD villager Centerville �tfl Road Index 1.524 _ Pri-Frontage: 0051 To set road,you can;also enter road index and tab out of field. Secondary Road: . OAK STREET(CENTAN.BARN) J Sec Index: 1121 J Sec Frontage: 0368 Visions Location: 70 STAGE COACH ROAD �� Last Updated: 01/07/2013'10:09:18 1 --------------- No, Bldgs: 0 Account No: 103453' Lot Size(acres): 2.03999082 State Class: Year Added: 10 -I Fire Dist: 3 _� Deed Date: 2/7/2011 Deed Ref: 25239/220 Land Value: 217600 _� Bldgs,Value: 0. _J, Extra Features;` 0 Condo Complex: Building: Unit: .,�Up tee http://is8gl2/iiitranet/propdata/PardelEdit.4spx?ID=123 3 3 : i nl2m ?VlAddrA'ssEdit Page 1 of 1. 0 T Fl FynR x. r . $V.F1, Lt_ vd . 153° I $ Logged In As: Monday,January 7 2013 Frank Schlegel M U Iti pl e Add, ress . Application Center. Road Svstem Reports Road Svstem The record has been added. Multiple Address Detail Map Parcel: 17�7 026 House Number: 70` 1 House Letter: A1' Road Name: STAGE COACH ROAD (1=w Road Index: 1524 Village: 04-Centerville �= Tenant: ($LDG RIGHT) US-1RSTUND FLR.: = Last updated: 01/07/2013 M 15:42 http://issgl2/intranet/propdata/NlAddres'Edit.aspx?ID=Add 1/7mn x MAddrelgsEdit Page 1 of 1 i�BAR15YAiiLE} At .. Logged In As: �n 'r Monday,January 7 2013 Frank Schlegel m u lti o leA d d Tess -. Amplication Center .' Road System Reports Road System The record has been added.` Multi Ie°Address Detail Map Parcel:, 173 1. 026 _J House Number: 70. 1 House Letter: A� Road Name: STAGE COACH ROAD Road Index: 1524 _ Village: 104 Centerville Tenant: (BLDG.RIGH.T)2ND FROM LEFT/2ND FLR. .,Last updated: 1/7/2013 10:17_:01 AM, "t spplate I Delete rAdtl Anothe r 4ttp:Hissgl2/intranet/propdata/MAddressEdit.aspx?ID=Add 1/7/20 f 3 1v1Addr--'s'sEdit ` Page 1 of l . 1 t - .:iic..� Logged In As: Monday, January Z 2013 Frank Schlegel 1'I l 1 I p l e Address Application Center Road System Reports Road System The record has been.,added Multiple Address Detail' Map Parcel• 173 711 026. House„Number: 70 House Letter: A3 Road Name: STAGE COACH ROAD ' a ,> Road Index: 1524.. Village: 04 Centerville I Tenant: . (BLDG:RIGHT) 3RD FROM LEFT/1RST FLR Last updated: 1/7/2013 10:18:07 AM Uptl iDeleteddAno erg; . http://issgl2/intranet/propdata/MAddressEdit.aspx?ID=Add 1/7/2013 ,MAddr6ssEdit Page 1 of 1 ;5 & MT Logged In As: Address. Monday,January 7 2013 Frank Schlegel m u Its p l e Application Center Road 5vstem Reports Road Svstem The.record` has: been added: Multiple Address Detail Map Parcel: House Number: 70 House Letter: A4 Road Name: STAGE COACH ROAD' _ l Road Index: 1524 Village:' .04-Centerville '! Tenant: (BLDG.RIGHT) PUS-1RSTUND FLR. �. Last updated: 1/7/2013 10:20:03 AM �Up�date� 1Delete'` S�A4d A them. http://issgl2/intr-anet/pr6pdata/MAddre.ssEdit.aspx?ID=Add 1/7/2013 IM-Addre'ssEdit Page 1 of 1 S t$,�4ti5TAPLE - t 4t1055 y i *e a _ 1 _D PAh�: xR {ice Logged In As: //� �.gg - Monday, January 7 2013 Frank Schlegel Nl;u lti p l e /`°'�d L9 ress Application Center Road System Reports Road System The record has been added. Multi pie,Address Detail' Map.parcel:f 173 026' House Number: 70 `House Letter: . B1. Road Name: STAGE.COACH ROAD Road Index: 1524 Village: 04.-CentefVilie tenant,. (BLDG:LEFT)-US-1 RSTUND FLR. - Last updated: 1/7/2013 10:24:35 AM ��lJpdate� �Delete� ��A�dd�Anothe� i http://issgl2/intranet/propdata/MAddressEdit.aspx?ID=Add 1/7/2013 N1AddressEdit Page 1 of 1 THE (#A11;j!'TABLE- Logged In As: Monday,January 7 2013 Frank Schlegel Mul-tiple .Address Application Center _Road Svstem Reports. Road System Multiple Address Detail Map Parcel: 173`j 026 House Number: 70 House Letter: 62 Road Name: STAGE COACH ROAD Road Index: 1524 j Village:, 04-Centerville _i� Tenant:, (BLDG.LEFT)2ND FROM LEFT/2ND FLR.. I . Last updated: 01/07/2013 10:59:00 http://issgl2/intranet/propdata/pledit.aspx?ID=MA1047 1/7/2013 1VIAddressEdit Page 1 of 1 t c ; •�Y�,, ;d ��.,. �,��� �. �`'� ,yam � Logged In As: Monday, January 7 2013 Frank Schlegel M U.1 p O e ��d re ss . Application.Center Road.System Reports Road System The record.has been added Multi le Address Detail Map Parcel: 173 i 026 House Number: 70 House Letter: B3 Road Name: STAGE COACH ROAD Road Index: 1524 village: 04-.Centerville. -.' Tenant: (BLDDG.LEFT) 3RD FROM LEFT/1RST FLR. Last updated: 01/07/2013 10:29:34 Updxa a Dele e AddA other - http://issg12/intranet/propdata/MAddressEdit.aspx?ID=Add 1/7/2013 IVSAddres`sEdit r Page 1 of 1 h1 S.3 Logged In As: p�' Address., � Monday,January 7 2013 Frank Schlegel I'I u l ti p le Ad d re ss.b Application-Center :Road System.Reports Road System The record has been added. . .Multiple Address Detail Map Parcel: 173 1 026 d. House Number: 70_:. , . House Letter:, B4 71, Road Name: STAGE COACH ROAD Road Index:.: 1524 Village: 04-Centerville Tenant: (BLDG.LEFT)R/S.1 RSTUND.FLR. v Last updated: 1/7/2013 10:31:22 AM ��U date i l�-xDelete� �Add�Another _ - httn://issdl2/intranet/propdata/MAddressEdit.aspx?ID=Add 1/7/2013 NlAddressEdit Page l of 1 HEMewy' ( r , Logged In As: Monday, 3anuary 7 2013 Frank Schlegel MUItiple Address Application Center Road.System Reports . Road System. h . The:record has been added. > Multi Ie Address Detai[ Map Parcel: IT371 27(7 1j 1 J :House Number; 7� House Letter: C.1 Road Name: STAGE COACH ROAD _ # Road Index: 1524 Village: 04 -Centerville Tenant: . (BLDG.REAR)L/S 1 RSTUN.a FLR: Last updated: 1/7/2013 10:32:18 AM - - ��Up E�e tee ��d Anothe _ http://iss412/intranet/propdata/MAddressEdit.aspx?ID=Add 1/7/2m Iv�Addres Page 1 of 1 sEdit ,r Y MA ..� 4r Wi Logged In As: - Monday,January 7.2013 Frank Schlegel M u g to p l e Address Application Center. Road System Reports. Road System The record has been added,; . . Multi le.Address .Detail Map Parcel:` 1:73 J� 026 - H 1.ouse Number: 70 House Letter C2 Road Name: STAGE COACH ROAD _ Road•Index: ..152 � Village: 04 Centerville Tenant: (BLDG.REAR)2ND FROM LEFT/2ND.FLR. Last updated: 1/7/2013 10:33:16 AM. r{ http://issgl2/intranei/propdata/MAddressEdit.aspx?ID=Add i,nI2013 " MAddressEdit Pagel of 1 1 0 Logged In As: n Monday;January 7 2013 Frank Schlegel !tl I u I l I p a d d ress Application Center:,Road System Reports Road System The record -has been;added. Multiple Address:Detail Map Parcel: 173_J. 026 House Number: 70 __ House Letter: C3�_j Road Name:. STAGE COACH ROAD Road Index: 1524 :Village:: 04-Centerville (—J Tenant: (BLDG.REAR)3RD FROM'LEFT/1 RST FLR. J Last updated: 01/07/2013 10:53:48 Updated ��Deler a Adtl�An�othe http//issgl2/intranet/propdata/NlAddressEdit.aspx?ID=Add inI2013 NlAddressEdit . Page 1 of 1 EAti�STA81 's t \p�O,'`\ 1{'i9 1'��"% � x � ,�yr y}�y�j� �y ��` a: `•r,r � y� � Log g ed.In As: Multiple Address Monday,'Jan ary 7 2013 . Frank Schlegel Application Center .Road System Reports Road Svstem The record has'been add,ed.. ; Multiple Address.Detail Map Parcel: 173 - 026 House Number: 70 i House Letter C4 Road Name: STAGE COACH ROAD Road Index: 1524 Village:' 04 -Centerville Tenant: (BLDG REAR) R/S 1 RSTUND FLR. z Last updated: 01/07/2013 10:54:45 �U dates ( I�t �A�dd Ariot r�� http://issgl2/intranet/propdata/NlAddressEdit.aspx?ID=Add 1/7/2013 �4 5 - STAMP: ✓�UY✓� 7 I awn �Im im y _ 0 iEa rL d4 V-Y Y-Itl 7-s' d ls' D D. d P+Y PRN PRIVA:Y - sCREIII W '�� � t• F. • BFfk ABOI.a y ^JIAUDN 91RD ROOF OJEiE �� .RFAR fNZK DOORS w - ~ O CI .O B CI PANBH C CI A 5 y ,_ p NBCNEN .. m J. L" - - '+ �t J- b A PANRf/ mu -e �TLI rc -PPNIRf REF N Q -� W.� p `t A 1,71 BA1H- A NNR Y BIIILDINR'I' B TOB/C, W__'Yf 9F)L90R/IEIPAIRm UNR O 91Wt fl41N (n z � P Cl) _''�l : • ... '} A B 4 �, "- L'-IIY• - A ..L-, A "9'� e B �: p p = Q i. it STAIRD D .. UNIT 2° i A• B - A D IMENi AREA �Tn LLO C1 B ,roP�R E pppO ,m Z Lu A F t Oa �i p ^ I y UNIT'I d 96 A Q z w . "UNR 3 w � vet A b STAIR T P~ O 0 p STAR O• A BBB S A p o to 6 uvN�RDor.�• up 0 �I• D O 7 * a —.0 RDOM S , B ma. B B A O I I O @ FIRST FLOOR PLA. B A " A BUILDINGS 1&2 0 B 19 I DALE l9SUED - _ D 7-0 L1Y Itl .. NOTE --. REVRYONS: y` • ALL INTERIOR DIMENSIONS FROM -_ 7-c• d ..fa' 7-s• .7 y .-FACE.OF STUD TO FACE OF STUD . f m' Itla• L'-a L' -0• s' REFER TO SHEET A61 FOR . 'ENLARGED STAIR PLANS 1 DETAILS . 7 C .REFER TO SHEET AT.I FOR KRCHEN TYPES CELEVATIONS .,—w 9:........ _ Ptan:Bock 436 Par 50 -MA j C'6CIO .vim► , d E y, `.1 J ® , � J• NOT TO ScuE , PLAN BOOK 4&6 PAGE 58 ,. CERTIFICATE Of TITLE/148460. DECD BOOS`94B l I PAGE 201 . A55F550R5'MA"173 �PARCEL26 s: ` LEGEND< EX1971MG CONTOUR Paoroseo.Comm .Exw NG 3PDT:GRADe 2I5 PROPOSED SPOTGWkOE W PARCEL WATER 3CRViCE U,NE 7 72 :. _O OVERHPADIRiUII'SERVICE' ' UNDCRGROUNDUTILITY 5IDLVICE ®4 ❑® ?ARCEL 73 b ' PARCEL 76 ` 51 5 SE rIC T SERVICE ,/ BORING LOGTIOF! - i•"i f •'19-re WAT R GArE -?� 901E A850RPf10N 9f57EM , IvriIm Amicerrnu aceu _ `teu'w RESERVED FOR FUTURE""�:: t 4..• c rae irrcWt".In / R 6 «k.ao r hwa a lo.00 ie•r.n-., +n, UTIUTY POLE ti- \ ,t•f `, �. _, '®�. 'CATCH BASIN \I PIPE MYDRMIT WELL, DRAINAGE MANHOLE , 1 ` t, • R'tr \ T;.:. '■ CONCRETE BOUND FOUND -ram v• ���� - 5s� t� ® n r ' ! —.T TOP OF BANF, 1; } \,' /5 �` ,,•.'; Y�U. , :. - ' . � o '• — Unriit OP wOru i COGC Of CLEARING 7Sm OAKTRFE - _ s ' - / L),A1,T/.tk �.. FiNE TRFF ly1 - M UNt_ /qvF j ® ane o 64 PARCEL 44 Q� f 6�.D G2 J a� \U �` V. •dV �• , f /y` �/. aFR)1$S}alt 91�a6�3W"1 O �. f :4 /� 1 P2GUVM10.1 RJP.MINOP � b f Q ' IZ B r - .r F37 ZV r 41 Rr�yl4 2 i 1539i9 s .a—x—•r r I r� s>� �Cch ./� - N000 GLAiD 1Wf:aSCAIaLD kdYP 16002 45 u ary ray rl 297- PLAN "5r-A E I*m4a na -13 3 38 .. STAGE COACH RE5IDENCE5 THE LAYOUT AVD DIMEN51ON5 OF THE _ -- do Baimtable Homing'Alithxty,146 5OUh Street.Myem%MA'02601 PROPOSED SOLO rIG5 HAVE-,BEEN TAFEN FROM THE AtRO AD DRAWING CMITLED ( AGA B`tA:COncept63149.dn• - - ' SITE GRADING*PAVEMENT LAYOUT PLAN L 5tage Coach a Forest Glen Ceutemne,MA m P BY 6"N,UNDOUI5T FENUCCIO FRABERAP.CHITCCT5 •' :J'.M. O'REILLY&ASSOCIATES;I NC. g, - z,. ProteedonLL Ripueotlua<B bma Snne7lo�Sethces 0 40. ao I.ZO` laA Y.ln ea«k 1loode eR t Laoe)t od=eeot"omee 'wwo. ,iu:oaaatI' 4CY (aoemae-eeoa e P`: G�IVJ�Wkreuae nem aM5i,5FWcAaxe HwwayT AAM+ty1515Yi9ts.snc�xr,d.^g 11/w09 Ae NOted KEP;y, -JViO -JWC. 5:�� �'.». Gb;.,_ ,.,...._.•TM..;:..,..«.+.-.ti rn:•+..+..r..9p'.,...:....d..,". .en�...»+i.,:�,.., .,--::r _ „n_ .,a+.,...a.,,.« was«....�,..m ..-,�..,, ,.•d.::r...,«1.� _ .- ,.k - y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION »ve mo Map 3 Parcel OM-d 01 Application v Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board i Historic - OKHCO/ — Preservation/ Hyannis I Project Street Address — = CA"C Village C,-em er&17 lle Owner ZA/'rtsAvible RmAf'-a9 "rofy Address N�o �o✓/� Sf,�eef-� &4n'iJ OZ��I Telephone §0g Z Z Z Permit Request Deowl,wt&,_ do"' ar S~a// IYS ee,11Sa.t co h5 LS e- om !rl 041< SrS�t; ere i r also as�a�l 54,ed �V- t,V he �,G�em 0 li si& Square feet: 1 st floor: existing 7_�Dproposed 0 2nd floor: existing d proposed d Total new d Hlr� P,efec�+� ove�la y, Zoning District 69-C Flood Plain Zane- C Groundwater Overlay �/ ooa Project Valuation ?, Construction Type 6000d �iw"e. Lot Size 2 101 OW S P_ Grandfathered: ❑Yes U No If yes, attach supporting documentation. Dwelling Type: Single Family ;4 Two Family ❑ Multi-Family (# units) Age of Existing Structure 1 aR¢D Historic House: ❑Yes U No On Old King's Highway: ❑Yes 0 No Basement Type: ;M Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 75U Number of Baths: Full: existing new O Half: existing new Number of Bedrooms: Z existing 0 new Total Room Count (not including baths): existing new d First Floor Room Count I7 Heat Type and Fuel: W Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes M No Fireplaces: Existing DNew Existing wood oal stov,Q; ❑Yc��s Z No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size — Barn: isting ( ne Zsize C In"I Attached garage: ❑ existing ❑ new size _Shed:A existing ❑ new size Other: ` ' w cc Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ c». Commercial ❑Yes A No If yes, site plan review # AA �n1 n Current Use �1'��.�m erX cc�,e Proposed Use To die CPww les 1neC9W APPLICANT INFORMATION _ (BUILDER OR HOMEOWNER) Name C. Q<� I-1-14 001< Cv-S1-,A&ki Telephone Number Or- ??c,-77. y Address .36 6�*rile- She-#-- License# CS C'Z Sq g rq%K wee NA D Z y Home Improvement Contractor# Worker's Compensation # D Z W 6" L• G-3 a 3 ALL CONSTRUC EBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# ` DATE ISSUED MAP/PARCEL NO. r ADDRESS i jf VILLAGE' OWNER( J DATE'OF INSPECTION: FOUNDATION ' FRAME • I ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING l' t DATE CLOSED OUT ~ASSOCIATION PLAN NO. f The Couunonwealth ofllfassachusetts ' Department of Industrial Accidents j Of free of Investigations ' 600 Washington Street Boston,AM 021,11 milm rrt ass.g-ol'/dia 'Arorkers' Compensation Insurance Affidavit: Budders/ContractorsJLlectricians/Plumbers Applicant Information Please Print Legibly' Name(Business/Organiwtion/Individual): Dellbrook Construction LLC 1 Ad&ess: 536 Granite Street I City/State/Zip: Braintree, MA 02184 Phone.#: 508-889-7790 Are you.an employer? Check the-appropriate box: FE]Remodeling ect(required): f{ L❑ I am a employer with 4. ® I am a general contractor and I 4 employees(full and/or part-final.* have hued the sub-contractors Newonstruction I proprietor p listed on the attached sheet. 2.❑ I am a•sole ro rietor or artner-ship and have no em la ees These sub-contractors haveP Y tion i working for me in any capacity. employees and have workers' 9. Building addition [No workers'comp.•insurance comp.insurance•t ❑ g ' required.] 5. ❑ Vice are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doingall work; officers have exercised their 11. Plumb" ❑ iag repairs or additions myself.(No workers'comp. right of exemption per h4GL 12.❑Roof repairs insurance required.]t c.152,§1(4),and we have no- ❑ ! employees.(No workers' 13. Other comp,insurance required.] . i *Any applicant that ehecla box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who'submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that cheek-this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have \ employees. ff the sub-contractors have employees,they must providt their workers'comp.policy number. I am an employer that is providing l orkers'compensation insurance for my eiployees. Below is the policy and job site i information, Insurance Company.Name: Twin City Fire Insurance Policy#or Self-ins.Lic,I#: 02WELG3938. Expiration Date: 07/01/13 70 Stage Coach Road Job Site Address: and 151 Oak Street--City/State/Zip: Barnstable,. MA 02601•. j Attach,a copy of the workers'compensation policy declaration pabe(shoeing 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 tip to$1,500.00 and/or one-year imprison nt,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 maybe forwarded to the Office of. Investigations of IA for insurance coverage!verification. I do hereby rtify undenthe . s-andpenalties ofperjwy that the information provided above is true and correct. f T Si afore: Date: December 10, 20.12 Phone#: 50 790 1 _ 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.Btulding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector b.Other t Contact Person: Phone#: I i I DELLB-1 OP ID:PR2 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/21/12 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(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Smith Brothers Insurance,Inc. 860-652-3235 NAME: Corrine Sternberg 68 National Drive,Suite 2 860-652-3236 ptiHONN Ell:860-430-3234 a� No: 860-652-3236 Glastonbury,CT 06033-4314 AIL ADDRESS:csternberg@smithbrothersusa.com " INSURERS AFFORDING COVERAGE NAIC It INSURER A:First Mercury Insurance Co. 10657 INSURED Dellbrook Construction LLC - INSURER B:Hartford Casualty Ins.Co. 29424 536 Granite St INSURERC:Starr Indemnity Sr Liability Co 38318 Braintree,MA 02184 INSURER D:Twin City Fire Insurance 29459 INSURER E:Navigators Pro INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR - TYPE OF INSURANCE ADDL SUBRI POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY X MA-CGL-0000013398-01 07/01/12 07/01/13 DAMA E TO RENTED PREMISES Ea occurrence $ 50,00 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 5,00 X XCU-PER POLICY FORMS PERSONAL BADVINJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X PRO LOC Deduct $ 15,00 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,00 B X ANY AUTO 02MCPHE3401 07101/12 07/01/13 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS AUTOS ( ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,00 C EXCESS LIAB CLAIMS-MADE SISCCCLO1831312 07/01/12 07/01/13 AGGREGATE $ 5,000,00 DED I X I RETENTION$ 0 1st layer $ WORKERS COMPENSATION WC STATU- I OTH- AND EMPLOYERS'LIABILITY X I TORY LIMITS ER D ANY PROPRIETOR/PARTNER/EXECUTIVE YIN 02WELG3938 07/01/12 07/01/13 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under _ DESCRIPTION OF OPERATIONS below _ E.L.DISEASE-POLICY LIMIT $ 1,000,00 E EXCESS LIABILITY NY1 I EXC7114561V 07/01/12 07/01/13 limit - 20,000,00 2nd layer 20,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Re: Stage Coach Residences, Barnstable MA. ***SEE NEXT PAGE*** CERTIFICATE HOLDER CANCELLATION BARNSTB SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Barnstable Housing Authority THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g ty ACCORDANCE WITH THE POLICY PROVISIONS. -146 South Street Hyannis,MA-02601 AUTHORIZED REPRESENTATIVE I�tl►�,�nMI S- Gam, ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD NOTEPAD: HOLDER CODE BARNSTB DELLB-1 PAGE 2 INSURED'SNAME Dellbrook Construction LLC OP ID: PR2 DATE 11121/12 Re:Stage Coach Residences,Barnstable MA. Eastern Bank ISAOA/ATIMA,Attn: Loan Operations, 151 Campanelli Drive, Middleborouggh,MA 02346. Massachusetts Housing Partnership Fund Board,a Massachusetts public instrumentality,and body politic and corporate having its principal office at 160 Federal Street,Boston,Massachusetts 02110,and Its successors and assigns. The Commonwealth of Massachusetts acting by and through the Department of Housing and Community Developmenni under the Affordable Housing Trust Fund Statute M.G.L.c. 121D b the M - assachusetts Housing. ., y s n Finance Agency,as Administrator,One Beacon Street,Boston Massachusetts 02108. y� The Commonwealth of Massachusetts aciing b and through the Department of Housingand Community Development' at its address of 100 Cambridge Street, Suite 30 Boston,Massachusetts 021 Barnstable County HOME Consortium,acting by and through the Cape Cod Commission,at its address of 3225 Main Street Barnstable,MA 02630. Barnstable Affordable Housing and Growth and Development Trust,actin by and through the Town of Barnstable Growth Management Department at its address of 367 Main Street,3rd Floor,Hyannis,MA 02601. CEDAC,ISAOA/ATIMA,One Center Plaza,Suite 350, Boston,MA 02108 are also included as Additional Insureds per policy forms. '. Dellbrook ' LCONSTRUCT February 13, 2013 Building Department Town of Barnstable 200 Main Street IIyannis, MA 02601 RE: Stage Coach Residences, Barnstable MA Demolition Permit Dear Mr. Perry: I am writing to inform you that Dellbrook Construction, LLC is in the process of finalizing a contract agreement with a subcontractor that will be responsible for demolition of the cottage on the Stage Coach Property. As soon as the contract is finalized, and Dellbrook Construction,LLC obtains the subcontractors insurance certificate,we will provide you a copy of the Demolition contractors.insurance certificate as required. Please let me know if you have any questions or comments regarding this matter. Sincerely, Dellbrook C n Puct10n,LLC Crai ri Pro Exec tive I - 536 Granite Street Braintree,MA 02184 Tel: 781-380-1675 Par: 781-380-1676 Massachusetts- Department of Public Safety Board of Building Rel-ulations and Standards Construction Supervisor License i License: CS 92598 CRAIG A GABRI 3 z 4 CRANBERRY HOLLOW LN HARWICH, MA 02645 Expiration: 5/14/2013 ('ummisiuner Tr#: 15468 i f f Massachusetts Department of Environmental Protection ' Bureau of Waste Prevention • Air Quality 1100171524 B W P A Q 06 Decal Number Notification Prior to Construction or Demolition Important: A. Applicability When filling out Pp y forms on the computer,use only the tab key A Construction or Demolition operation of an industrial, commercial, or institutional building, or to move your residential building with 20 or more units is regulated by the Department of Environmental Protection cursor-do not use the return (DEP), Bureau of Waste Prevention-Air Quality Control Regulations 310 CMR 7.09. Notification of key. Construction or Demolition operations is required under 310 CMR 7.09 (2)ten (10)days prior to any work being performed. The following information is required pursuant to 310 CMR 7.09 B. General Project Description 1. a. Is this facility fee exempt-city, town, district,municipal housing authority, owner-occupied Instructions residence of four units or less?❑Yes ❑Q No 1.All sections of b. Provide blanket decal number if applicable: Blanket Decal Number this form must be completed in order to comply with the 2. Facility Information: Department of STAGE COACH RESIDENCES, BARNSTABLE HOUSING Environmental Protection a.Name notification 1151 OAK STREET requirements of b.Address 310 CMR 7.09 BARNSTABLE rMA 1 102632 c.CitvfTown d.State e.Zip Code (508)771-7222 f.Tele hone Number area code and extension E-mail Address(optional) 750 1 h.Size of Facility in Square Feet i.Number of Floors j. Was the facility built prior to 1980? ❑✓ Yes ❑ No k. Describe the current or prior use of the facility: ABANDONED COTTAGE, FORMERLY A PRIVATE HOME. I. Is the facility a residential facility? ❑✓ Yes ❑ No 0 e_o m. If yes, how many units? Number of Units _° 3. Facility Owner: j oN BARNSTABLE HOUSING AUTHORITY �o a.Name �a 146 SOUTH STREET b.Address _ —� HYANNIS MA —� 02601 co c. i /Town d.State e.Zio Code �o (508)771-7222 f.Tele hone Number area code and extension .E-mail Address(optional) _—a SANDY PERRY . 0 �Q h.Onsite Manager Name ® ag06.doc•10/02 BWP AQ 06•Page 1 of 3 ago Massachusetts Department of Environmental Protection' Bureau of Waste Prevention • Air Quality 100171524 ' BWP AQ 06 .: Decal Number Notification Prior to Construction or Demolition General Statement: if p �B. General Project Description cont.) asbestos is found during a 4. General Contractor. Construction or Demolition IDELLBROOK CONSTRUCTION, LLC operation,all responsible parties a.Name must comply with 536 GRANITE STREET 310 CMR 7.00, b.Address 7.09,7.15,and BRAINTREE MA 02184 Chapter 21 E of the General Laws of c.Ci /Town d.State e.Zip Code the Commonwealth. (508)889-7790 tshevory@dellbrook.com This would include, f.Tele hone Number area code and extension .E-mail Address(optional) but would not be limited to,filing an JED PICKERT asbestos removal h.On-site Manager Name notification with the Department and/or a notice of release/ofa of release of a C. General Construction or Demolition Description hazardous substance to the 1. Construction or demolition contractor: Department,if applicable. ITO BE DETERMINED. a.Name TBD b.Address TBD TB TBD c.Ci /Town d.State e.Zip Code f.Telephone Number area code and extension) E-mail Address(optional) TBD h.On-site Manager Name 2. On-Site Supervisor: ED PICKERT On-Site Supervisor Name 3. Is the entire facilityto be demolished? ✓ Yes- No ❑ ❑ _N � —--0 4. Describe the area(s)to be demolished: ®o SINGLE FAMILY COTTAGE,WOOD FRAME, CMU FOUNDATION. oN - ®C) —0 5. If this is a constructionf project, describe the building(s)or addition(s)to be constructed-. (3)2-STORY BUILDINGS FOR AFFORDABLE HOUSING. o � o c III e C3 - { sQ e ag06.doc•10/02 BWP AQ 06•Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality 1100171524 Decal Number BWP AQ 06 Notification Prior to Construction or Demolition C. General Construction or Demolition Description (cont.) 6. a. If this is a demolition project, were the structure(s)surveyed for the presence of asbestos containing material (ACM)? 0 Yes ❑ No If yes,who conducted the survey? BILL MCBIRNEY, ESIS, INC. b.5urveyor Name A1000172 R c.Division of Occupational Safety Certification Number 7. i Construction or Demolition: 03/01/2013 10/01/2013 —� a.Start Date(mm/dd/yyyy) b.End Date(mm/dd/yyyy) 8. a. For demolition and construction projects, indicate dust suppression techniques to be used: ❑Q seeding ❑ paving b. If other, please specify: ❑ wetting ❑ shrouding ❑ covering ❑ other 9. For Emergency Demolition Operations, who is the DEP official who evaluated the emergency? a.Name of DEP Official b.Title c.Date mm/dd/ of Authorization d.DEP Waiver Number , D. Certification ®"' I certify that I have examined the JTbM.SHEVORY ®o above and that to the best of my a.Print Name o knowledge it is true and complete. ITOM SHEVORY The signature below subjects the b.Authorized Signature N signer to the general statutes IPROJECT MANAGER _o regarding a false and misleading c.Positiont I Me ®o statement(s). a DELLBROOK CONSTRUCTION, LLC d.Representing 01/29/2013 e.Date(mm/dd/yyyy) 0 a Q ® ag06.doc•10/02 BWP AQ O6•Page 3 of 3 4 'Mxv[ Dellb", kroo W ' ' [ CONSTRUCTION . January 4, 2013 Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Stage Coach Residences, Barnstable MA Dear Mr. Perry: I am writing to inform you that Craig A. Gabri-is an employee of Dellbrook Construction, LLC and has the authority to request a building permit on behalf of Dellbrook Construction, LLC. Please let me know if you have any questions or comments regarding this matter. Sincerely, Dellbrook Construction, LLC Michael W. Fish President and C.E.O 536 Granite Street Braintree,MA 02184 Tel: 781-380-1675 Fax: 781-380-1676 L Town of Barnstable ' Regulatory Services :. snxrsTenc.E, ; MAR& Thomas F.Geller,Director Building Division 1 Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 `vww.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, a,, . g. EXew4ve Direc(or , as Owner of the subject property hereby authorize Dellbrook Construction,. LLC. to act on my behalf, in all matters relative to work authorized by this building permit: 70 Stage Coach Rd, Centerville, MA 02632 (Demo Permit for Cottage at 151 Oak St) (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. �<z; igna e of O e- Signature of Applicant V Print Name rear Print Name �l2 loZ r BARNSTABLE HOUSING AUTHORITY 146 SOUTH STREET Date WANNIS,MA 02601 Q:FORM&OWNE"ERMISSIONPOOLS 6/2012 QNSTAR One NSTAR Way EL EC TH/C Westwood,Massachusetts 02090 GAS NSTAM Kathy White One NSTAR Way,SUMSW340 EL EC TAlC Westwood,MA 02090-9230 GA S Phone 781-441-8311 FAX 781-441-3194 Kathl een.W hiteonstar.com Jan 16 2013 Lorri Finton. Town Of Barnstable Barnstable Housing Authority Barnstable MA RE: Disconnect electric service at 151 Oak St Centerville MA- NSTAR w/o#1919952 Dear Lorri, I Your request to have'.the electric service disconnected at 151 Oak St, Centerville, MA, has been,completed as of 01/16/13. Please call me if you have any questions at 508-957-4525. Sincerely, NSTAR Company Centerville-Dsterville-1VMarstons Mills Water Department P.O.BOX 369-1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 s�vE 0.1 www.commwater.com OFFICE OF u WATER BOARD OF WATER COMMISSIONERS WATER SUPERINTENDENT DEPT. v TEL.No.508-428-6691 FAX.No.508-428-3508 February 8, 2013 Barnstable Housing Authority Attn. Ms. Sandee Perry 146 South Street Hyannis, MA 02601 Re: Account#4758 151 Oak Street Centerville, MA Dear Ms. Perry: On Wednesday, December 19, 2012 we disconnected the water service at the curb stop for the property mentioned above. It is our understanding that the house will be demolished and no building will be erected on the site and will carry a Conservation Restriction. If you have any questions, please call our office at 508-428-6691. Very truly yours, Craig Crocker Superintendent CC/jw k natlonulgrid, January 1. 201;3 Attentian: :Lorrl Finto R6 151:06k St .•Centervift, MA., This.letter is to not jiou"that th'e, as service to 151'-bak St., Centerville, MA„ has been cut and capped at the imaln 66641i4/204'31. ; Regards;. Mane Camara US Natipnal Grid F Gas,Customer Fulf'illrrient; g ESIS,Inc.-Health,Safety&Environmental Services ' 33 Arch Street,Suite 2900 Boston,MA 02110 a Phone: 617-737-8996 @sly Fax: 617-7374971 www.esis.com July 11, 2012 Ms. Maria Raber ' Brown Lindquist Fenuccio&Raber Architects, Inc. 203 Willow Street, Suite A Yarmouthport, Massachusetts 02675 RE: Limited, Non-Destructive Asbestos Containing Material,.Lead Based Paint, and Other Above-Ground Hazardous Materials Inspection Report Stage Coach Road Affordable Housing Project , 151 Oak Street,W. Barnstable, MA , ESIS Project No. NE1076,745' Dear Ms. Raber Enclosed please find the hazardous material surrey report for work performed at a single.family, cottage residence and shed at 151 Oak-Street, W. Barnstable, MA. The building survey was performed in support of the Stage Coach Road Affordable Housing Project. The initial survey was, performed by ESIS, Inc: — Health, Safety & Environmental Services (ESIS) on June 29, 2012 and included the sampling of suspect asbestos-containing building materials, testing for the presence of. . lead paint, and taking an inventory of above-ground hazardous materialsin exposed and accessible areas within the cottage and shed: Subsurface investigation was also not part of this survey. Should you have questions regarding the attached documentation,'I can be reached.directly at 617 737-8996. Sincerely, ESIS—Health, Safety&Environmental Services Bill McBimey, CHMM Eric. Hazardous Material Survey Report Single Family Cottage Residence and Shed: - 151 Oak Street,W. Bamstable, MA s • 94IN + « ► ► , r 2ll r a+ ��tr'+�y,'� t a.�r pt• ��i `�x�,�+a��zs��yi,_j -sin 5+ w " dr �ht£a f,'t4`�sit�4if Rke"-n !J '�°• ! k"a _ i ',.mo�wr '^ ..�'� Y i `� •K �'•i ,r ryy.�.n.t�. •twN/t Y • !La•'T ' a► ♦ N 'T!��,,#i e. if �i :•:.r Y irk jtlt'.�-C�•'y +"•a� ��h+.�Ya��,. Y�t� �•� �C��rt��l�yy* �� � 1 f,� •F'41` 'r r4-` . �1 x M• 5 �777aaa A -� .�f -c•a•4 Zj41+ Ley��� .� �'jc'�-y�-ig�x-o�,.,��'�..,I=�yp��';� 3S'F4�f t�,A��,�w k 12 �y��kq'e � a s Z.>• r t .�.+ Z� r e. 8 + All 3 Tikj FR �,,,,,�y� �,�,,,•�-� ".�,i5� �,�g.SK` f g''t� ":s fin;7•{b`t. '+i' �f db i if ?c��.�y ��..�.'.�ciy�..'�„��.k-_��!iki�.Z�4�it±fT.$PW-'•'Fl[`Iw'"A6�4K��SH�H?S 1�{F.:•Y•�=,�-s-,'.;`Sh'y f • + 1 • • 1 / 1 1 Limited,Non-Destructive Hazardous Material Survey Report Single Family Cottage Residence and Shed 151 Oak Street,W. Barnstable, MA ESIS, Inc.—Health, Safety&Envimnmental Services BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC LIMITED, NON-DESTRUCTIVE HAZARDOUS MATERIAL SURVEY REPORT Single Family Cottage Residence and Shed 151 Oak Street W. Barnstable, MA ESIS, INC. —HEALTH,,SAFETY& ENVIRONMENTAL SERVICES PROJECT NUMBER:1076.745 INSPECTOR: Bill McBirney,CHMM MA DOL Inspector#AI000172 t DESIGNER: _ Tom Moody MA DOL Designer #AD000007 i i INSPECTION DATE(S): .Tune 29,2012 - Aftoniey/Client Work Product PMeged and Cenfrdentiat Limited,Non-Destructive Hazardous Material Survey Report Single Family Cottage Residence and Shed ` 151 Oats Street,W. Barnstable, MA —� ESIS, Inc.—Health, Safety&Environmental Services TABLE OF CONTENTS A. EXECUTIVE SUMMARY......................................................................................................1 B. FACILITY AND MECHANICAL SYSTEMS DESCRIPTION....................................................4 C. ASBESTOS FIELD SURVEY PROCEDURES AND SAMPLE ANALYSIS METHODS..............2 D. ASBESTOS CONTAINING MATERIALS(ACMs).................... E. NON-ASBESTOS CONTAINING MATERIALS.......................................................................4 F. LEAD BASED PAINT AND SAMPLE PROCEDURES.............................................................5 ' G. OTHER ABOVE GROUND HAZARDOUS MATERIALS.........................................................8 H. REMARKS..................................................................................... ..............................9 I. LIMITATIONS....................................................................................................................10 J. ASBESTOS LABORATORY ANALYTICAL REPORTS............................... K. ASBESTOS LOCATION DRAWINGS..................................................................................14 i L. LEAD BASED PAINT TESTING RESULTS.........................................................................15 I I I a AttomeyA31ient-Work Product Pd0eged and Confidential Limited, Non-Destructive Hazardous Material Survey Report Single Family Cottage Residence and Shed 151 Oak Street,W. Barnstable, MA ESIS, Inc.-Health, Safety&Environmental Services k-- [EXECUTIVE SUMMARY ESIS, Inc. - Health, Safety & Environmental (ESIS) performed a limited, non-destructive hazardous materials inspection for suspect asbestos-containing building materials (ACM),jlead paint, and above- ground hazardous materials at a single.family cottage residence and shed located at 151,Oak Street, i W. Barnstable, Massachusetts. The purpose of the survey was to identify hazardous materials in the buildings prior to building renovations/demolition. ASBESTOS CONTAINING MATERIALS The inspection included the assessment and bulk sampling of accessible, suspect asbestos containing materials. Bill McBimey, CHMM performed this surrey on June 29, 2012. Bill McBirney holds a. . . certification as a Certified Hazardous Materials Manager (Certificate # 15264) and.certification from the State of Massachusetts Department of Labor as an Asbestos Inspector (A1000172). Locations of all identified ACM can be found in Section K— Asbestos Location Drawings of-this Report. The results of the bulk sampling analysis determined that the following materials contain asbestos: - ACM Window Glazing(10 Windows)-- 120 LF ACM Furnace Gasket @ Side of Furnace-Cellar-4 SF - ACM Decorative Skim Coat on Ceiling-Living Room,Bedrooms,-Kitchens`- 529 SF - ACM Black Sink Undercoating-Kitchen --6 SF - ACM 12X12 Tan Floor Tile AND Associated ACM Black Mastic-Living Room(Beneath Carpet)-- 143 SF - ACM Black Mastic beneath Bottom Layer Linoleums-Kitchen&Bathroom -97 Square feet Note: The ACM Black Mastics are on a particle board subfloor. The particle board subfloorneeds to be managed as ACM due to the ACM`.Black Mastic contamination. LEAD BASED PAINT : ESIS tested various building components for lead utilizing a handheld XRF unite on June 29, 2012. In general, measurable amounts of lead (0.1,mg(Cm2 or greater)were positively identified on those surfaces identified in the table below(for specific locations of all components, refer to Section U. Additional information about testing procedures is provided in Section F. - Wood Cabinets and Trims/Moldings/ Off-White , AttomeyMient Worts Product Privileged and Confidential Limited, Non-Destructive Hazardous Material Survey Report Single Family Cottage Residence and Shed i 151 Oak Street,W. Barnstable, MA ESIS, Inc.—Health, Safety 8 Environmental Services • • Interior Sheetrock/Interior Tan Wood Window/Door Frames and White Trims/Moldings/Exterior Vinyl Shutters/Exterior Green Wood Deck/Exterior Tan Wood Door/Exterior Green Metal Bulkhead/Exterior Blue OTHER HAZARDOUS MATERIALS(OHM) ESIS surveyed the site building for other hazardous materials on June 29, 2012. Hazardous materials identified at the property include fluorescent light bulbs and ballasts, car batteries and containerized household chemicals. A detailed listing of identified materials is provided in Section G. B. BUILDING AND MECHANICAL SYSTEMS DESCRIPTION The single family cottage residence located at 151 Oak Street in W. Bamstable, MA was built circa 1960 and is constructed of wood framing on a concrete masonry unit (CMU) block foundation. The cottage consists of living room, kitchen, bathroom, and two (2) bedrooms. An unfinished attic is accessed via a small ceiling opening in a bedroom closet. The cellar, accessed via exterior bulkhead door, houses a water heater and furnaces. There is a small wood shed presently utilized for dry storage of wood, located to the rear of the cottage Interior flooring materials in the cottage consist of carpeting, carpeting over vinyl floor tile, ceramic floor tiles, and 2-3 layers of linoleum flooring. Wall and ceiling materials consist of sheetrock. C. ASBESTOS FIELD SURVEY PROCEDURES AND SAMPLE ANALYSIS METHODS Guidelines used for the inspec:tion were established by the Environmental Protection Agency (EPA) in the Guidance for Controlling Asbestos Containing Materials in Buildings, Office of Pesticides and Toxic Substances, Doc 560/5-85-024, and 40 CFR Part 763, Asbestos Hazard Emergency Response Act (AHERA). Feld information was organized in accordance with the AHERA methodology of homogenous area (HA) identification. During the survey, a reasonable effort was made to identify accessible locations Attomey) ent Work Product P&fleged and Contidentfal 2 -- Limited, Non-Destructive Hazardous Material Survey Report Single Family Cottage Residence and Shed 151 Oak Street,W. Barnstable, MA ESIS, Inc.—Health, Safety 8 Environmental Services and types of asbestos containing material. In accordance with the AHERA protocols, bulk sample collection included multiple samples of the same homogeneous materials, with locations chosen, randomly. It is well known that, due to inconsistencies in manufacturer's processes and installation methods, materials of similar,construction may contain various amounts of asbestos. Furthermore, some materials that were not originally specified to contain asbestos may in fact contain this mineral. Locating all asbestos materials can only be definitively achieved by conducting exploratory demolition and sampling every section of -pipe insulation, fitting or valve covering, fireproofing, and other suspect ACM. 'Bulk samples of suspect ACM were analyzedusing Polarized Light Microscopy (PLM) coupled with dispersion staining, as described in 40 CFR Part 763 and the National Emissions Standard for Hazardous Air Pollutants (NESHAP). NESHAP is the .standard industry protocol for the determination of asbestos in building materials. A-suspect material is immersed in a solution of known refractive index and subjected to illumination by polarized light. The color displays that result are compared to a standardized atlas whereby the specific variety of asbestos is determined. It should also be recognized that PLM is primarily a qualitative identification method whereby asbestos percentage, if any, is estimated. Samples collected by ESIS at 151 Oak Street were analyzed at EMSL Analytical', Inc. (EMSL). EMSL is an independent laboratory located at 22 Cummings Park in Woburn, Massachusetts and is accredited under the following programs: • National Voluntary Laboratory Accreditation Program(Lab Code 101147-0) • Commonwealth of Massachusetts DOS (License No.AA000188) Samples collected were each given a specific identification number. This sample number can be cross-referenced with the laboratory analytical report and chain of custody forms found in Section J —Laboratory Analytical Results: D. ASBESTOS CONTAINING MATERIALS(ACMs) The exact location where samples were taken during the ESIS inspection can be found in the laboratory chain of custodies in Section J Laboratory Analytical Results. Where Stop Positive (Not Analyzed) is listed in the following tables,this abbreviation indicates a"Positive Stop" analysis, meaning that a sample in this homogeneous sample group was reported as containing greater than 1% asbestos, and Is therefore considered asbestos containing in accordance with Federal, State, and Massachusetts Department of Environmental Protection Regulations. The analytical laboratory was instructed to stop at the first positive result in each homogeneous sample group to reduce analytical costs on the project.; The United States Environmental Protection Agency (US EPA) ; AHERA regulation (40 CFR Part 763)states that a single sample result reported as greater than 1% asbestos from a homogeneous material group is sufficient to.classify that material as an ACM. Where the laboratory reports a'result as less than 1% asbestos, or"Trace"amounts of asbestos, the material can be classified as a "non asbestos containing" material for the purposes of compliance with Federal,State, and Local Regulations. Attomey,Vient Work Product PfMYeged and Confidential 3 - Limited, Non-Destructive Hazardous Material Survey Report Single Family Cottage Residence and Shed 151 Oak Street,W. Barnstable, MA EStS,'lnc.=Health, Safety&Environmental Services Where None Detected is listed in the following tables, this abbreviation indicates No Asbestos Detected in the sample of the material submitted for analysis. ASBESTOS CONTAINING MATERIALS (ACMs)TABLE Based on bulk sample analytical results, the following materials were confirmed confirmed to contain Asbestos. Locations of all identified ACM can be found in Section K-Asbestos Location Drawings. Furnace Gasket Cellar 4 SF 12"42'Tan Floor Tile and Associated Black Living Room 143 SF Mastic on top of Particle Board.Subflooe (Beneath Carpet) Black Mastic Beneath Beige Linoleum—3rd Layer Kitchen, Bathroom 97 SF on top of Particle Board Subflooriz Decorative Skim Coat on Ceiling Kitchen, Living 529 SF Room, Bedrooms Black Sink Undercoating Kitchen 6 SF Window Glazing 10 Windows �`120 LF ankle board subtloor beneath floor the and linoleums must be managed as ACM due to ACM black mastic contamination. 28eige Undeum Is bottom layer beneath Non ACM Undeums and Non ACM Stick Down Floor Tiles. ACM black mastic Is beneath the bottom layer Beige Undeum. NOTES: 1. ESIS strongly recommends that a Td party Consultant play an active role in the management of hazardous material removal activities at the.property. All demolition activities should be conducted with the understanding that additional: building materials not identified in this Report may be discovered, and demolition activities should cease until the material has been inspected and if needed, sampled before the material is impacted or removed. E. NON-ASBESTOS CONTAINING MATERIALS The exact locations of samples collected by ESIS are listed by sample number in laboratory chain of custody records included in Section J. AfforneyXiient Work Product PdOeged and Confidential 4 Limited, Non-Destructive Hazardous Material Survey Report Single Family Cottage Residence and Shed y 151 Oak Street,W. Barnstable, MA - ESlS, 1nc.—Health, Safety&Environmental Services Based on bulk sample analytical results, the following materials were confirmed_TO NOT CONTAIN ASBESTOS: i NON ASBESTOS CONTAINING MATERIALS (ACMs)TABLE 12'xl2'Blue Stick-Down Vinyl Floor Tile,Top Layer Kitchen 12'x12'Green Stick-Down Vinyl Floor Tile, 2nd Layer Kitchen Beige Linoleum,3rd Layer' KitchenBathroom' Tan with Olive Trim Stick-Down Linoleum, 2nd Layer Bathroom Sheetrock and Joint Compound Throughout White Glue Associated with Black Covebase Bathroom Tan Glue Behind Bathtub Formica Panels Bathroom Green Ceramic Wall Tile,Associated Grout, and Associated Brown Bathroom Adhesive Yellow Sealant at Windows-interior Throughout ., Exterior Window Caulking Exterior Roof Shingles House and Shed Exterior Tar Paper Under Roof Shingles and Under House Wood Siding Shingles House and Shed Exterior ^ Vermiculite Attic Materials contaminated by ACM Black Mastic, F. LEAD BASED PAINT AND SAMPLE PROCEDURES t ESIS utilized a Portable X-Ray Fluorescence Analyzer(XRF)to perform the lead-based paint survey. The XRF is a hand held instnment that contains a radioisotopic source and operates on the . principle of X-ray fluorescence. The depression of a spring-loaded button on the XRF unit opens.a.,: shutter in the face-plate that allows radiation from an isotopic source to stimulate the lead atoms in the paint. 'This stimulation causes the atoms to emit(fluoresce) X-rays, which the unit detects and converts into electrical pulses. These pulses are then sorted and counted by an analyzer in the . instrument. The result of this analysis is read through a digital display window located on the topside of the instrument. AttomepMent Work Product Privileged and Confidential Limited,Non-Destructive Hazardous Material Survey Report Single Family Cottage;Residence and Shed 151 Oak Street,W. Barnstable, MA ESIS, Inc.—Health, Safety&Environmental Services Surface levels of lead'are measured in units of milligrams per square centimeter(mg/cm2). The XRF used in this survey, the RMD LPA-1, is able to detect as little as 0.1 mg of lead/cm2. OSHA classifies any substance with a detectable amount of lead to be a 'lead-containing" material. In older buildings, the lead-bearing part of the paint may often be hidden under numerous layers of lead-free paint. The RMD LPA-1 Is a complete lead paint analysis system that quickly, accurately, and non-destructively measures the concentration of LBP on surfaces. The time period for conclusive measurements is typically between 1 to 5 seconds, but can extend to a measurement of 60 seconds. i XRF Testing Procedures Upon arrival at the job site, a validation test' is performed to ensure that the XRF instrument is operating property. The validation test is performed on a calibration test sheet supplied by the manufacturer to determine if the instrument is measuring the lead content consistently on a day to day basis. During this survey the instrument was functioning within the standard deviation as defined by the manufacturer. The basic technique for increasing the precision and reducing the variability of XRF readings is to take repeated measurements at the same point. Statistical theory demonstrates that the variability of the average of a set of measurements is less than the variability of an individual measurement. The greater the number of repeated measurements, the greater the reduction in variability. The federal Department of Housing and Urban Development_(HUD) Guidelines recommend that XRF operators take multiple readings at each sampled point to ensure that the variability of a single measurement.is not greater than 0.3 mglcm2 when using a spectrum analyzer. The XRF readings will generally be different, not due to operator error or problems with the instrument, but because of the natural variability of XRF measurements. In conducting the LBP survey at the site, representative tests were conducted on homogeneous i (similar color, texture, and use) painted surfaces. Analysis results from these surfaces were applied to other surfaces possessing identical homogeneous characteristics. By following this sampling protocol, every painted surface did not have to be sampled. Standards and Regulations The OSHA regulation 1926.354 'Welding, Cutting and Heating in Way of Preservative Coating" requires the removal of hazardous coatings prior to torch cutting. The OSHA regulation 29 CFR 1926.62 applies to situations involving lead paint disturbance in structures not used as a residence by children under six years of age. A synopsis of the significant components of these regulations is as follows: The EPA national Ambient Air Quality Standard NAAQS for Lead and Particulate Matter establishes i a limit of lead in air of 1.5 ug/m3 averaged over a 90 day period. (40 CFR 50.12). For projects of shorter duration, it is recommended that an air sampling strategy as described in the SSPC Guide 6 AttomeyrDlient Work Product Privileged and Confidential 6 I� Limited, Non-Destructive Hazardous Material Survey Report Single Family Cottage Residence and Shed , 151 Oak Street,W. Barnstable, MA ESlS, Inca Health; Safety&Environmental Services "Containing Debris Generated During Paint :Removal Operations"..be implemented to protect the general public and adjacent sensitive receptors. The EPA under the Resource Conservation and Recovery Act (RCRA) has promulgated regulations for the disposal of construction,debris contaminated with lead-based paint. . Construction waste containing lead-coated materials is considered hazardous waste under.the EPA RCRA regulations if toxicity characteristic leaching procedure (TCLP) analytical results are greater than 5.milligrams per Titer (mg/1). Representative samples of the waste stream that include materials coated with lead- based paint must be collected and analyzed to determine disposal requirements: ` ults ESIS inspected representative areas of all homogenous painted surfaces in the areas surveyed. In general, measurable amounts of lead (0.1 mg/cm2 or greater)were positively identified on those surfaces listed below(for specific locations of all components, refer to Section U: i Wood Cabinets and Trims/Moldings/ Off-White interior Sheetrock/Interior. Tan Wood Window/Door Frames and Trims/Moldings/Exterior - White Green Ytn Shutters/Exterior " Wood beck/Exterior. Tan Wood Door/Exterior Green Metal Bulkhead/Exterior Blue Recommendations , For purposes of renovation work or any other work that may Impact lead-based paint, lead based paint is defined as any paint containing detectable amounts of lead: Contractors should be made aware of the presence of.lead-based paint so that they can properly protect their workers, address the testing and disposal of this material (as required), and properly comply with all applicable regulations. Specifically, Contractors are required to comply;with all applicable OSHA regulations including 29 CFR 1926.62, "Lead Exposure in Construction: Interim Final Rule" and 29 'GFR 1926.59, "Hazard Communication for the Construction Industry". Also, the receiving or disposal facilities may require specific testing results before disposal of the waste. } Attomey)Chent Work Product Privileged and Confidential 7 • Lim of fills sl it 1'1 • • M :+ • 1 • 1 1 • 1 1• 1 • 1 1 FLUORESCENTi:LIGHTS(BULBS/BALLASTS}�� 4 4TtSmgle Family Coitage`Resideracetand,Shed`��� h , < s, s� 1510aIf S#ieet `4F�aft �+fy�� A�. � '°' �W:�.Barnstabte, MA���� � ;� ��� ��• �� � �� '� c.-. � •.< x 3^-w.'�.,-.pat`. r"s��g�, t+° �, 4' q���y Ott �t't+� t e a Bulb Size' , `Number, �yNumber � . + � x _gyp 5 �;: tf4 -'"` 1'i . r. -?'_ 3'�#�..4' tifn'} ,�$ v } at�ri � � �A80VE GROUND OTHER HAZARDOt7S MATERIALS fr Single Family, d Sh Cottage Residence aneds � � �E5 4 ,W! �..T,a, a - 3 #a t'�r '� r .t• ;ro {' •.It Pi �,,s �� ���� � �� �W.Barnstable MA •r � �� � , � � � �5���w�`'#r k ,..� - "`• t kzt r a "� '� Slzei� s ° s4' Quant�ty�r } . DeSctiptton 1 i 1 1 • • - • • 1 1 / Ii •� • 1 • 1• •- Limited, Non-Destructive Hazardous Material Survey Report Single Family Cottage Residence and Shed 151 Oak Street,W. Barnstable;MA ESIS;'Inc.=Health, Safety&Environmental Services labeled in accordance with 310 CMR 30, EPA and DOT regulations. The ballast within fluorescent light fixtures should be disassembled and collected in a manner that leaves the ballast units intact. When removing ballasts, wear protective gear and dispose of it along.with the ballasts. Be careful not to drop any ballasts, possibly causing them to leak. Ballast disposal workers must be provided with special education about hazardous waste handling, and a materials data safety sheet must be available at the site. When moving non-leaking ballasts within a building, a cardboard box can be used. Do not overload the boxes and risk dropping the ballasts and causing a potential PCB leak. If more than one pound of PCBs (the amount•contained in 12-16 ballasts) is spilled, it must be reported to the EPA National Response Center ,and cleaned up according to EPA procedures. A typical 55-gallon dram will hold 150-300 ballasts from four foot fixtures or 60-100 ballasts from eight foot fixtures and will weigh 600-1000 pounds. For exact packing instructions, contact the disposal facility that you plan to ship the ballasts to. Non-leaking ballasts must be disposed of Within one year of being removed from the fixture. Fluorescent Light Tubes: Used lamps should remain intact (unbroken) and should be placed carefully into cardboard containers designed to hold lamps (preferably obtained from the manufacturer or lamp recycling facility) according to USEPA' Universal Waste Rule 40 CFR Protection of Environment, Chapter 1, Subchapter 1, Solid Wastes, Part 273, Subpart A and Connecticut Department of Environmental Protection, `Universal Wastes Rule in Connecticut." The contractor should HEPA vacuum and thoroughly decontaminate anyrareas where lamps are accidentally broken. Other Miscellaneous Hazardous Materials ... _ ...:._ .. All other materials identified should be disposed of in accordance with all local, state and federal regulations governing hazardous'matedals,-hazardous waste, and universal waste. i H. REMARKS If future demolition/renovation plans require disturbance of asbestos containing materials, ESIS recommends that,, prior to commencing construction activities, the services of a licensed asbestos abatement contractor be retained to remove and dispose of the asbestos containing materials in accordance with all applicable city, state, and federal regulations. ESIS also recommends that an Asbestos Consultant manage all Asbestos-related activities at the Warehouse. ESIS also recommends that since many building materials are obscured by duct systems, walls, shafts and other building'structural items, an Asbestos Consultant periodically inspect areas of the building during demolition activities to inspect any hidden potential suspect ACM. All locations and quantities of ACM identified in:this report are estimates only and subject to verification by any asbestos abatement contractors prior to proposal submittal or abatement. Attomey/Cffent Work Product PrivUeged and Contrdentral 9 Limited, Non-Destructive.Hazardous Material Survey Report 9 Y 9 . Single Family Cotta a Residence and Shed 161 Oak Street,W. Barnstable, MA ESIS, Inc.—Health, Safety&Environmental Services 1. LIMITATIONS No destructive sampling was conducted during the course of this survey. Asbestos containing materials may be present in areas of difficult access (such as pipelines within wall cavities). if construction or renovation is to occur In the building, it is recommended that work be stopped if previously unidentified suspect materials are encountered. In such a situation, ESIS would recommend.not resuming any construction activity until sampling and analysis of the suspect materials by certified personnel proves otherwise. ESIS inspected and sampled materials which were exposed and accessible to the survey team. It is possible that additional suspect ACM may exist within interstitial spaces (above suspended ceilings, behind perimeter and spandrel beams, mechanical and utility shafts, column enclosures)that were hidden from view. Any materials that have not been sampled and analyzed should be assumed to contain asbestos until sampling and analysis by certified personnel proves otherwise_ The conclusions presented in this report are professional opinions based on the indicated data described in this report They are intended only for the project location described in the report, and those accessible locations within the project location. This investigation and its conclusions are limited in nature to the scope of work described in this report. Unless otherwise specified, in writing, this investigation was not intended to be a definitive study of all asbestos containing materials throughout the project location. Asbestos containing materials may exist in locations not physically accessible for inspection, or specifically excluded from our scope of work for this project. Opinions-and recommendations presented-herein. may apply to the-property. conditions existing at the time of our inspection and those reasonably foreseeable. They do not necessarily apply to property changes of which ESIS was not aware of at the time of our inspection and did not have the opportunity to evaluate. Changes in property and building component conditions may occur over time due to natural causes or renovation activities. Changes.to current governing regulations and standards may also occur that can potentially invalidate these findings and recommendations. Accordingly, the findings and .recommendations of this report may be invalidated, wholly or in part, by changes beyond our control. Under no circumstances shall this document be used for the purposes of securing abatement cost estimates, as this survey report is not a specification for the removal of asbestos containing materials. Opinions,and judgments expressed herein, which are based on our understanding and interpretation of current regulatory standards,should not be construed as legal opinions. This report is intended for use by the Client named herein, and shall not be used by any other person,entity or third party without the expres s written authorization from ESIS, Inc. Attorney/Client Work Product Privileged and Confidential 10 Limited, Non-Destructive Hazardous Material Survey Report Single Family Cottage'Residence and Shed 151 Oak Street,W. Bamstable, MA ESlS,-Inc. Health,Safety&Environmental Services I ASBESTOS LABORATORY ANALYTICAL REPORTS AttomeylMent Work Product Privileged and Confidential Limited, Non-Destructive Hazardous Material Survey Report Single Family Cottage Residence and Shed 1 151 Oak Street,W. Barnstable,MA ESIS, Inc.—Health, Safety&Environmental Services k x 062912-145—1A Furnace Gasket Cellar 70%Chrysotile 062912-148—1B Furnace Gasket Cellar Sample Not" Analyzed 062912-148—1C Furnace Gasket Cellar Sample Not Analyzed 062912-148—2A 12'k12'Tan�Floorr Tile Beneath Living Room 2%Chrysotile Epet 062912-148—2B 12'x12'Tan Floor Tile Beneath Living Room Sample Not Carpet Ana d 062912-148—3A Black Mastic Associated With 2A Living Room 10%Chrysotile 062912-148—3B Black Mastic Associated With 2B Living Room Sample Not Analyzed 062912-148—4A 12'x12'Blue Stick-Down Vinyl Floor Kitchen None Detected Tile,Top Layer 062912-148—4B 12NIT Blue Stick-Down Vinyl Floor Bathroom None Detected Tile,Top Layer 062912-148—5A 12'x12'Green Stick-Down Vinyl Kitchen None Detected Floor Tile 2°d Layer 12'x12'Green,Stick-Down Vinyl Kitchen None Detected 062912-148-5B Floor Tile, 2°d L 062912-148—6A Beige Linoleum, 3'd Layer Kitchen None Detected 062912-148—68 Beige Linoleum,Yd Layer Kitchen None Detected 062912-148—7A Black Mastic Beneath 6A . Kitchen 10%Chrysotile 062912-148—7B BlackMastic Beneath 68 Kitchen Sample Not Analyzed Tan with Olive Trim Stick-Down Bathroom None Detected 062912-148—8A Linoleum 2"dLayer Tan with Olive Trim Stick-Down Bathroom None Detected 062912-148—8B Linoleum 2dLayer i 062912-148—9A Sheetrock .Kitchen None Detected 062912-148—9B Sheetrock Bedroom# 1 None Detected 062912-148—10A Joint Compound Living Room None Detected 062912-148—10B Joint Compound Bedroom#1 None Detected 062912-148—11A Decorative Skim Coat on Ceiling Bedroom #2 5%Chrysotile 062912-148—11B Decorative Skim Coat on Ceiling Living Room Sample Not Analyzed Attomey/Client Work Product i PnvUeged and Confidential 12 Limited,Non-Destructive Hazardous Material Survey Report Single Family Cottage Residence and Shed 151 Oak Street,W. Barnstable, MA ESIS, Inc.—Health, Safety&Environmental Services f 062912-148-12A White Glue Associated with Black Bathroom None Detected Covebase White Glue Associated with Black 062912-148-12B Covebase Bathroom: None Detected 062912-148-13A Tan Glue Behind Bathtub Formica Panels Bathroom None Detected Tan Glue Behind Bathtub Formica 062912-148-13B Bathroom . None Detected Panels 062912-148-14A Black Sink Undercoating Kitchen 2%Chrysotile 062912-148-14B Black Sink Undercoating Kitchen S A naly Not nal ed 062912-148-15A Green Ceramic Wall Tile Bathroom None Detected 062912-148-15B Green Ceramic Wall Tile Bathroom None Detected 062912-148-16A Grout Associated With 15A Bathroom None Detected 062912-148-16B Grout Associated With 15B Bathroom None Detected 062912-148-17A Brown Adhesive Associated With I5A Bathroom None Detected Brown Adhesive Associated With 062912-148-17B 15B Bathroom None Detected 062912-148-18A Yellow Sealant at Window Bedroom# 1 None Detected 062912-148-18B Yellow Sealant at Window Bedroom#2 None Detected 062912-148-19A Interior Window Glazing Bedroom# 1 2%Chrysotile 062912-148-19B Exterior Window Glazing Exterior Sample Not Analyzed 062912-148-20A Exterior Window Caulking Exterior None Detected 062912-148-20B Exterior Window Caulking Exterior None Detected 062912448-21A Roof Shingle-House Exterior None Detected 062912-148-21 B Roof Shingle-Shed Exterior None Detected Tar Paper Under Roof Shingle 062912-148-22A House Exterior None Detected Tar Paper Under Wood Siding 062912-148-228 . Exterior None Detected Shingle-House 062912-148-23A Vermiculite : Attic None Detected 062912-148-23B Vermiculite Attic . None Detected , 062912-148-23C Vermiculite Attic None Detected Attomey/Ctient Work Product Privileged and Confidential 13 EMSL Order: .131203097 EMSL Analytical, Inc. CustomertD: HGCL21 7 ConsUkutlon Way,Suits 1o7,*abum,M 01801 Custornerap: B24122 phanelFarc (fort)93344111(781)933-8412 ProjectiD: bg Wdehftstnstmm PtKm (617)737.8996 Attn: Bill MCBlrne Y Fax ( .� 61 737-8971 ESIS Reoeaed: 07102n2 8:30 AM 33 Arch St.Suite 2900 Analysis pate: vion012 Boston,MA 02110 Collected: tinWO12 project 1076.7451151 oak Street;W.Barnstable,MA Test Report Asbestos Analysis of Bulk Materials via EPA 6001R-931116 and/or EPA 600iM4-82-020 Method(s) using.Polarized Light Microscopy Mon-Ast r>�s sample Description Appearance % Fbbrous Non-Fibrous %T ype 30%Non-fibrous(chef) 70% Chrysot)le 062912-1484A Cellar-fumace Gray gasket Fbi roes 131203097.OWI Hornogerleaus Stop Positive(Not Analyzed) 062912-148-18 Cellar-furnace 131203097-0002 � Stop Positive(Not Analyzed) 062912-148-1C Cellar-furnace • ur2o3o97-0oa1 gasket 062912448-2A Li4ngroom-12d2 Brown 98% Non-fibrous(other) 2% Chrysotite . tart tioor the - Non-Films 1312Ai0974W4 beneathcarpet Homogeneous Stop Positive(Not Analyzed) 062912-148-2B Livings m-1202 tan floor file 1312030 7-OW5 beneath met 062912-148-3A Lhktgroarl- black Black 90% Non-libros(other) 10% Chrysotne mastic associated µom.F&= 1312R'lD97-0000 with 2A Homogerte«rs Stop Positive(Not Analyzed) .062912-1" LlWngromn-black mastic associated 1312OM74W with 2B r 100%Nat-fibrous(oil-) None Detected 062912-148-4A Klidten-1202 Blue glue stick down Non-F'braus 1312M-I-OM virryl Pm tie:tcp Homogeneous Amalyst(s) Renaido Drakes,Laboratory Manager Kevr1 Pine(22) or other approved signatory Steve Grise(15) m the sempi-�W and mm nd be rePv*=d.accept In U1,wilbout wrfCen appro�a by EMSL.EMSL bears no EMSL maMdavrs Uability flmited b aost d snetysis This repo'rd n b or m end use d tsst results ere Bra mspomibdty of fhe dent 1"s report must nd be used by Ore dent 10 datm raaponaltxmy for ample colecBm OCNIU s a era Grrritadms_YrOerprdati Non•tiable aparicdh bm NA matedals pmwt a problem mebor and emefae EMSL R oertksUM sppwd,aramiormno t by NVLAP.MST or any ap goo d tlmmon rd"s dheanl sion and unoertainty Gets amIIable upm reWmt We" taom nrmds ga*nddc red dm prior to analysts.Samples melted In pool tandl5m WdB3a dhawrse noted Eslmered emaacy,Arad n by the derrk bur idirp mamrists masdWLmW wish multiple layers p.e.mwerun,wal lboartL eta.)we mepaim as a ample sample. Sanples,ndy�by EMSLAnulyScd,krc WOWM MA NVLAP Lab Code 101147�L?pH-0315,MA AAOOOt86 RIAAL-107t3 and yr AL357102 initial report from 07/1042012 15:14 34 1 Test Reomd PL.M-7.16.0 Printed:7110t2012 3:18:34 PM EMSL Analytical, Inc.: EMSL order: 1312OW97 7 Consdddbn Way,Buda 107,Wobum,KA 01801 CustomerlD: HGCl21 PhandFahc (781)933-84111.(781)933-8412 Customewo B24122 PrajectlD: Attn:. Bill McBirney Phone: (617)737-8996 ; E$1S Fax (617)737-8971 33 Arch St Suite 2900 Received: 07►021128:30AM Boston, MA 02110 Analysis Date: 71102012 Collected: 8292012 Project 1076.745 1161 oak street;W.Barnstable,NIA Test Report: Asbestos Analysis of Bulk Materials via EPA 6001R-931116 and/or EPA. 600IM4-82-020 Method(s) using Polarized Light Microscopy Non-Asbestos Sample Description Appearance S6 Fibrous 116 Non-Fibrous 76 Tvae 062912-1484B Bathroom-12x12 Blue 100% Non-fibrous(other) None Detected blue slick down Non+Ibrotu 13t20.'ln97-0dD➢ Vinyl floor Be;bP Homogeneous LW 082912-148SA Kitchen-.12u12 Green 100% Non-fibrous(other) None Detected green stack down Non-Fibrous 13121XV97mro floor tie;and Homogeneous r' layer 062912-148-SB Kitchen-12X12 Gruen 100% Non-fibrous(other) None Detected sara�k1u97�orr green stick down Nonfibrous vinyi boor tie;2nd Homogeneous layer 062912-148-6A Kitchen-beige While 30% Cellulose 70% Non-fibrous(other) Nona Detected linoleum;3rd layer Fibrous Helerogeneo us fJf2a1797-0Df2 . 062912-14"B Kitchen-beige White 30% Cellulose 70%-Non-fibrous(other) None Detected 13120.1DB7-0013 linoleum;3rd layer Fibrars , Heterogeneous 062912-148-7A Kitchen-black Black 90% Non-fibrous(other) 10% Chrysotile llnnxs7aw9 mastic beneath 6A Non•Fibrous' Homogeneous 0t2912-148 78 Kdclen-black i Stop Posltfva°(Not Analyzed) wr2rx+avJ.M5 mastic beneath 6B Analyst(s) Kew Aire(22) Renaido Drakes,Laboratory Manager Stew Gase(15) or other approved signatory EMSL mairtairm Aatrtitr Imaed eo cog dan*sis-TMa mpW relates airy Wen samples reported and may rot be reproduced,soept In Auf,without wdden appmW by EMSL:EMSL beas-no respasibiW for sampe colecSon sc8w/es orandydcW malhod 8mitOons-►ogwebadon and use of test result ae the maponsbifity or the Wiest TNi repot must not be used by the chard b cfWm pmdhru aattrauan,WpavA,orandaserneat by NAM.MST aram op q of tha federal gouemnent Nonlie M a ricWfy bound materials p wmd a pmtuem matrb(aid dwefaa EMSL reoanmendi grafnddc redcton parfo analysis.Samples reeeived in good oaditlon unless o0mvilse noted.Eslmead amaary,precision"unewleir4y data available tqm request{loess raqueamd by the dent binding materials ma"Amsed with mrueple layers O.e.Indeum;wallboard,eec-)are mpated as a single sample. Samples naymd M EMSLAnalylcel,w-Wcbun,lW NAm Lao code 101147-k cr pH own.MA AA=88,RI AAL-107M ad yr AL357102 Mal report from 07►02012 15:18:34 _ Test Reoart PLK4-7.16.0 Printed:711=12 3:18:34 PM 2 i EMSL Analytical, Inc. EMSL Order 131203097 CUSbDMelD: HGGL21 7 Cantllution Way,Eufb 107,Ylrobum,IAA 01a01 tolharherFahc (Ye1)933-84111(781)933-e412 CustomerPO: 824122 Pro)ecED: Attn: Bill McBirney Phone: (617)737-8996 Fax _ (67)1 737-8971 ESIS Received: 07/02/1 2 fi:30 Ann 33 Arch St Suite 2900 Analysis Date: 7110r2012 Boston,MA 02110 Collected: Br29r2012 Project: 1076.7451151 Oak Street;W.Barnstable,NIA Test Report:Asbestos Analysis'of Bulk Materials via EPA 600111-93/116 and/or EPA 600/M4-82-020 Method(s) using Polarized Light Microscopy Non-Asbestos Aabestos _Sample Description Appearance % Fibrous % Nan-Fibrous '!6 Type 062912-148-8A Bathroom-tan Tan 100%Non-fibrous(other) None Detected with olive him slick Nor►.Fibrous 1312W097-0o1a down lnofeurr; Wmogerneous 2nd Iayer 062912148-88 Bathroom-tan Tan 100% Nor-fibrous(other) Norte Detected with olive trim stick Nor1-Fibrous =12=97-=7 down linoleum: Homogeneous 2nd layer 062912-148-9A )Qdien-sheetrack TanANhite 20% Ce6ulose 80% Non-fibrous(other) None Detected Fibrous 1312t»o97-001e Hleter meats 062912-148-9B Bedroom#1- Graidran 20% CeMdose 80%Non-fibrous(other) None Detected shoe"lc Fibrous 131200097-0019 Hletetogeneotr8 OR912-148-10A Liringr0om-)drt While 100%Non-fibrous(other) None Detected impound Non-Fibr= 13r2oenw7oo2o Homogeneous 062912-148-108 Bedroom V-)dnt White 100% Non-fibrous(other) None Detected compouwid Non-Fibrous 1312OX97.00N Homogeneous 062912-148-11A Bedroo}n 82- While 95%NonAbrwrs(other) 6% Chrootile decorative skin Fib us 1312arra9TOM coat on oei<ng Homogeneous 062912-148-11B Livklgroom- Stop Positive(Not Analyzed) decorative 13120J097-0023 t+tr><n coat an oWing Analysts) Kevin/dire(22) Renaido Drakes,Laboratory Manager Steve Grise(15) or other approved*natory EMSL mw to irm UAW Im%d to coat at arAysts.This spat relates mly 10Ire sempks reported rot may not be reproduced. a In tut,wma+t rAHen apprvral by EMSL EMSL beat no nopo wlbiYly forsample oDkdlw scdA s or anWyud method moom biapretanSon and use dint muAts are the maparsil illy Otto dent fits report must not be used by 0he dient to dalm prodai ddWiCdcq Wpa'd,orandasemert by WRAP.MST 0f arty#4PcY of the federal govemmahL Noniiede 017rkatly bond mau dale present a problem metric and Vrerefom EMSL reoomma&gravimdtic M*x*n WW b analysis.Samples received in good mnd&A uriess agwWae rates£slmated acaraq,pmasion and uncertainty data a edable upon requesL Uthlesa- mq-sated by Ore dad buidig maledals maratadired with mul6pe Iayem 0.a.Ind%M waltboad,etc.)ere reported as a ample sample. Samples a Wyaed by EMSLAnalylcsl,W-Webu%MA r1VLAP lab Code 1011474X Cr PHMl5,MA AA0001 ea,Rl AAL-10713 and VrAL357102 Initial report from 07/10/2012 15:18:34 3 Test Reoart PLM-7.16.0 Printed:7/102012 3:18:34 PM I EMSL Analytical, Inc. EMSL Order. . 1.312=97 7ConsHhetion Way,Suite 107,Wbbum,MA01801 CustomeriD:. HGCL21' Ptm nerFwc gal)933.84111(781)933-W12 - r CustomerPO: B24122 ProjecttD: Aftn Biii MCBirney Phone: (817)737.89M I ES1S Fax (s17)737 ss7r 33 Arch St.Suite 2900 Received: 07102112a30AM } Analysis Date: 7f10R012 t Boston,MA 02110 cdietea: snsrz012 Project lon.7451151 Oak Street;W.Barnstable,MA Test Report: Asbestos Analysis of Bulk Materials via EPA 6001R-931116 and/or EPA 600/M4-82-020 Method(s) using Polarized Light Microscopy • I�.aa-Asnestos. � - 8ampt`..� Descripthon Appearance % Fibrous % Nori-Fibrous 96 Tvae 062912-148-12A Bathroom-white White 100% Non-fibrous(other) None Detected 1312D3097ad2� gko associated Non,-Fibrous with blade covebase 062912-148-12B Bathroom-while White 100%Non-fibrous(otter) None Detected 131a0.1o97-0025 glue associated Non-Fibrous - with black Homog g covebase 062912-148-13A Bathroorn-tan Yellow 100%Non-fibrous(other) None Detected 1312OW97.OM glue behind No+lrous bathtub formica Homogeneous Panels OM12-149-13B Batuoarn-tan Yellow 100% Non-fibrous(other) None Detected i312o3a97-0at7 glue behind Non-Fibrous bad*&formica Homogeneous parlels 062912-148-14A tCilk hen-black - Black 98%Non-fibrous(other) - 2% Chrysotfie sink undercoating Non-Fjbroust 1312MN7-Mn Homogenems Stop Positive(Not Analyzed) 062912-148-14B Kitchen-black 1312=97-0o?3 silk urldercoati[g 062912-148-15A Bathroom-green Green 100% Non-filrotu(other) None Detected ceramic waif file Non-Fibrous; eneous Analyst(s) - Kevin Rite(22) Renatdo Drakes,Laboratory Manager , -Steve G/tse(15) ,_ or other approved signatory EMSL maintains lUW srnftd to cost d atm"s.Via repent relslas w4 b the samples mRftd and may not be;epraduce4•aW in ttdl,wMaut wriden approval by EMSL.'EMSL Weis no mspa 51b1Wy le,sWq to aolecrrm 8CWbee or aimyecel meewd tMnlestam k*7etalm we use or east resets are 0te teapxm Wttry of the dleM THs mport must nd be used by the diced b dalm product owV"t 1,appord,at*Wwsement by NVLAP,MST or airy 99Wq or the bdaral goverm ar t Nwt liable orpricalry bound maWWs present a pmdem makk and Omterom EMSL mcommerWe gradmetdc reAsiion priorto erm"s.Samplas teceiM in good om Mon u less otherwise road Eslmated aoauaq,predsim and ureoatalnly data_available upon faquast Urge" teWested by the dent building materials mamAlacksed with woApie layers(La tlndaum,wallboard,eta.)are reported as a single sample., Samples mid yradbyEMSLAndykatb.WobrmUANmAPLab- ode1011v-c.cTPH43is.MAAA000MRtAALA07f3snitvrAL3s7102 kites!report from 07/102012 15:18.34 Test Report PLM-7.16.0 Prided:711012012 3:18:34 PM 4 i EMSL Analytical, Inc. EMSL Order 131203097 7 Constlrtion Way,Suite 107,Wobum,KA 01801 CtrswnmdD: HGCL21 PhmeJFjm (7ei)9338411/(781)933.8412 CustomerPO: B24122 "ecBD: Phone 61 737 8996 anR Bit!McBirney ( � ESIS Fax (617)737-8971 33 Arch St Suite 2900 Received: 07102/12 rx30 Ann Analysis Date: 7/1012012 Boston,MA 02110 Collected: srz9n012 Project' 10M745/151 Oak Street;W.Barnstable,MA Test Report: Asbestos Analysis of Bulk Materials via EPA 6001R-931116 and/or EPA 6001M4-82-020 Method(s) using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description !ppearance % Fibrous % Non-Fibrous %Type _— 082912-148-158 Bathroom-green Green 100%Non-fibrous(other) None Detected manic wa0 fie �,s 1312o3o97aaerl Homogen eous 062912-148-160k Bathroom-grad 100% Non-fibrous(other) None Detected 1312W097�0J2 associated with Non-Fibrous 15A Homogeneous 062912-148-16B Ba m"n-grad White 100%Non-fibrous(other) None Detected associated with Now 1312C'M 74*" 158 Homogeneous 062912-148-17A Batvoorn-brown Brown 100% Nw-fibrous(offer) None Detected adhesive Nomflbrous 131203097.41M as50Claded with Homogeneous 15A 062912-148-17B BadNeon-brown Brown 100% Non-fibrous(other) None Detected adhesive NorrFibrous 131203097.OM associated with Homogeneous . 15B 062912148-18A Bedroom#1- Yenow 100%Non-fibrous(other) None Detected 13l2030i97-00.4a 1egow sealant at Non Abrous _ window Homogeneous 062912-148-18B Bedroom 82- Yellow 100%Non Wous(other) None Detected 131203W-O0.?7 mow!sealant at Non-Fignais window Homogeneous 062912-148-19A FAerdw-interim White 98%Non-fibrous(otse� 2yG Chrysottle 1312Q30970038 wi ndow gWinB Non-Fibrous Antslyst(s) - KeW Ane r4 Renaldo Drakes.Laboratory Manager Steve Cerise(15) or other approved signatory EMSL makaairs NWrty 0miled b mat ofandysis.7ho report rdhatea xriy to Ors samples reported WW may not be reproduced,mceph Iri M,wMmA vMtlen approve/by EMSL EMSL bears no mporaft"for sample apsedwn seffAes rran*/keh metrod 8rrindona,tr0erpref3tlar and use of teat moults are the msponaib bly of Ore diem.This report must riot ba used by the d'wd b daim prodrrt cmaocadoa,s�ormWorsemat by NVLAP,NtSTar any agony of the federal povemnant Non•i<We orprically bound materleis present a problem matrix and dnarefore EMSL raccrnmends 9rarsnddC Rdcdffl prbr 10 arrelyam Samples received m gDod con0co uriesa otr mea robed.Esimetsd a=acy,predaton and uncertainty dam ave0eble upon mqjeA Mess mqueated by the dent bxddinp mah"s maa"MM veldt MUtiple ISM lt-a Bndeun.wa8b=A isle-)as reported as a sNe sample. Samples ww ft ed by OiSL Ar0y6cA Yra Woburn,MA WVLILP Lob Code 101 W4%Cr PH-0315,MA AA00M 88,N A&-10M as1 VT AL357102 MW report from 07/1 W2012 15:18.34 5 Test Rtmort PLM-7.16.0 Printed:7110=2 3:18:34 PM AL EMSL Analytical, Inc. EMS Order: 131203097 7 Coffin Way,Suite 107,Wobum.MIA 01801 CustotrterlQ: HGG21 Pkne/Fax (?81)933-84111(M)833-8412 customerPO: B24122 PrgedlD Attn: Bill MCBlrney Phone. (617)737-8996 ESIS Fax (67)737-8971 33 Arch St.Suite 2900 Received: 07/02/12 a30 AM Boston,MA 02110 Analysis Date: 7/10/201z Collected: 6C1912012 Project 1076.7451151 oak street;w.eamstabte..UA Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 and/or EPA 6001M4-82-020 Method(s) using Polarized Light Microscopy Zion-Asbestos Asbestm sample Description Appearance % Fibrous % Non-Fibrous %Trite 062912-148-19B Exterior-exterior stop Positive(Not Analyzed) lsrzaloe7-0or� window glaartg 062912-148-20A EAerior-exterior Tan '. 100%Non-Wous(other) None Detected 13taoa��ooro windowcau" Nomfibrous Homogeneous 062912-148-20B Exterior-exterior Tan 100%Non-fibrous(other) Norte Detected lsfaxia9zoal window CaMn Non-Fibrous Homogeneous 062912-148-21A House-roof Black 30% Cellulose 70%Non4ibi rous(other) None Detected " shingle Non-Fibrous 1Jf2o3097-0Ot? H 062912-148-21B Shed-roof shingle Black '30% Cellulose 70% Non-liibrous(other) None Detected rsrao3tm7mcl Non-Fibrous; Homogeneous 062912-148-22A House-tarpaper Black. 70% Ce lulose 30% Non-fibrous(other) 'Kane Detected 1312O3097-Op under roof shingle pis Homogeneous .062912-148-22B House-tar paper Black ! 70% Cellulose 30% Non-fibrous(other) None Detected Underwood siding Fibrous ¢ lJfaR7ll97-0Oi5 shingle HDMOg P ' i ���. •-. ``- Analyst(s) - - Kew Hine(24 Renaldo Drakes,Laboratory Manager Steve Gr1se(15) or other approved signatory t EMSL mak"na llablIk AmNed b coat d analysis.This report radas arq 10 Ore samples rspaled and may nor he reproduced,ameol In full,wdhOd written app rvd by EMSL EMSL bears n0 Brporuibrffq forsamoo cob dlon acdOm or wut"nwAbod MnthOo s.MlsrpnAafw and use dim results are the responslbtity d Eie dient This report must not be used by the dlerd to dalm prodcr, cwtkakN apprwK orw dorsmw t try NVtAP,NI$T oraM aperwy d Ore federal gmmemment Nor 4hVe organically bound materials preserd a problem matt and Mererore EMSL racemmends Waft able reduction prmr to analysis..Samples swelued in good con Ow unless oftrwise road Eaamated aco racy,precision and u emburdy data ar®tlable.upon mquasL unless mgr,asied M to dent budding orate lass ma ufacpred wire maple layers M.Nnolasn,wallboard,sac.)we reported as a single sample. Simples WMY2e6 by EMSLAnalyicd,the Wlobum,MA NVLAP lab Code 1011474 CT PH-W15,MA AAOW188.RI AAL-107M and V r M357102 Enitlef report f orn 07/1012012 15:18:34 , 'rest Remrt PLM-7.16.0 Printed:7/1012012 3:1&34 PM THIS IS THE LAST PAGE OF THE REPORT. 6 a HEALTH,SAFETY&ENVIRONMENTAL BERVICEd", ' + `�i�'■�r, - ► � is , .�.� _ ►. 't +�.��„ .. r....a .!■■ a . '�5r�!''!■■t:�1 e� .■ 317m::.�.a,.er.% s�J . '�■■1■e ' ;i. si � 1. u �I���■ �a�. low ■■ Nil rs 131203097 ; .r y . CHAW OF .rt�' Ests;1NC.—HEALTH•SAFETY ENVIRONMENTAL SERVICES:,;;y,. ASBESTOS BULK DATA FORM cuaTOor PAGE; ©F , PROJBGT: �.. SAMPLE ro NO.,•; FLOOR SAMPLE DE86RiPTtONU.10.1 ATpN GROUP J09111:: NNW �7 .1 r �.:�� J. a eAzc ��f ZL f . • .. Z� ` H t 1 nsI� t CUENTNAME: 1 • l•bc77 ilkA 4 bpi '4 R'$NAND: Ir. ag L.)1 / A y 3� „�,_ •. - ''art I3� r► �_..---� DATE: 1 (! Y+ t LAO NAME: ; ;� '!� 2 3 3$ �y ; 119 tK• .1 •I9 t �; ;. Wo x', Ems, ANALYZE TD FltR$ POS 7q( j�sN ti r p' +' SKETCH A JUL 022012 a � DBE ALtDI TfONAL.COMMI�NTB: UtBHEQ BYE RA � Rr4Y1VED 6r: _DATE! EMSL Analytical, Inc. EMSL Order: 041217264 2W Route 130 North,CMnsrninson,NJ 08077 Custornedo: HGCL21 PhaxelFax (trod)no-W 5 (ass)7WHW4 CustomerPO: h t?d yz-em!0 rote ProjedlD: Attn: Bill McBlrney Phone: (617)7374W9 6 ESIS Fax (617)737-8971 33 Arch St Suite 2900 Received: 07103112 B-00 AM Boston,MA 02110 ���Date: 7no201a Collected: 8/292012 Project BL.FR/1076.745 Batch i2023 Test Report: PLM Analysis of Bulk Samples for Asbestos via EPA 600/R-93/196 Method with CARB 435 Prep(Milling) Level A for 0.25%Target Analytical Sensitivity Nnn.Aehestos Asbestos . Sample Description Appearance % Fibrous % Non-Fibrous % Type 062912-148-23A Attic Tan 100.00%Non-fibrous(other) None Detected wf21Tle#4M Non-Fibrous Homogeneous 062912-148-23B Attic Tan 2.00%Cellulose 98.W%Non-fibrous(other) None Detected at2trzsr-0oo2 Fibrous Homogeneous 062912-148-23C Attic Tan 100.00%Non-fibrous(other) None Detected W217264, ar Homogeneous ` I Analyst(s) Garret Vfad(1) Stephen Siegel,CIH,Laboratory Manager L&Oe McCluskey(2) or other approved signatory EkiSL mait**O PA&Wy Whited to the twd d arulyds.Ttlb mpat,aisles taffy b do ttamplw reported above and may not be fWodxud,sx=t in ho,without w am approval by EMSL EcMSt.Dams no rtarporreDility rartrample adbUlan acHridea tr trmtyica tnacpd&rnatiara kttarpnate5on text Lae of teal mwb are uw tesport mlty d the awn,The teat MW to t- 'm ned witidn Ws torpor,morel ale requke nxaa d NE AC utleas ofterwtsa spedfied Swr ples reoa'vW In good mnMm wises adavdae reW Urou atdymd by EMSL NWIS al,kw.Dffmffh an.NJ Initial report from 071112012 07:12:09 Test Report PLMPTC-7.25.0 Prkded:7/1V2012 r12:09AM THIS LS THE LAST PAGF AF THE RFPnRT_ 1 n64 Asbestos Chain-of Custody' EMSL ANALYTICAL INC. 20 ROUTE:130.N EMSL Order UUM or(Cab use on CINNAMINSON,NJ 08077 PHONE:(800)220-3675 . r aaat wnw>rTtu►► tt.c FAX:(856)786-5973 f t EMSL-Blll to: U Different Company { if taw o is twemnt na o In commerft i Sheet ]IAA ' CAS Third Pa BMIn uires.wrWen authorization from third Party ! N Mate/Province: Zi !Postal Code: b Coun . Re ort To ame• Fax : _ Telephone M - 4 P - (DOI y Email Address: L4t((„r S Co Pro ect NamelNumber. $ %O Please Provide Results: Lj Fax U Email I Purchase Cirder,. U.S.State.Samples Taken: Turnaround Time A Q lions`-Please Check S Hour 1i Hour 24 Hour 48 Hour 72 Hour 98 Hour *-= W 2 Week for TEM Air 3 hr through 6 hr,p/eaw calf ahead to adhedule.'There k a pmaurn charge for 3 hour TEM AHERA a EPf TAT. You nW be asked to sign an authorization tam tar this service. Art ted in accordance wdh EMSL's Terms and Condrlions e An icat Price Guide. 4 PCM-Air TEM-A1r ❑4-4.5hr TAT(AttERA onry) TEM-Dus ❑ MOSH 7400 ❑ AHERA 40 CFR,Part 763 ❑Microvac-ASTM.D 5755 ❑ wl OSHA 8hr.TWA ❑ MOSH 7402 ❑.Wipe-AS.TM D6480 Pi-M-Balk(reporting limit) ❑ EPA.Leve1.11 ❑Carpet Sonicabon(EPA 600/J-93(167) ❑PLM EPA 600/R-93/116 W%) ❑ ISO 10312 :36IIlRocklVermiCUgte fiEl PLM EPA NOB(<7'd,) TIEM-Bulk PLM CARE 435-A(025%sensitivity) Point Count ❑TEM EPA NOB LM.CARB 435-B(0.1%sensitivity) ❑400(<025%)❑1000(<0-I%) ❑NYS NOB 198.4.(non-Mabee-" ❑TEM CARE 435-B(0.1%sensitivity) Point Count vdGravimetric ❑Chatfield SOP ❑TEM GARB.435-C(0.01%sensitvity). ❑400(<025%)❑1000(<0.1%) Ej TEM Mass Analysis-EPA t300 sec.2.5 (]:EPA Protocol tSemF Q�ian 1-; �. ❑ NYS 198.1(triable in NY) TEM-Water.EPA 100.2 ❑.EPA Protocol(Quantitative).r- a ❑.NYS 198.6 NOB(non-triable-NY) Fibers>10pm []Waste Q Minking Other r t..._�.t �. ..:. ... - AN.Fier Sizes :❑::Waste:[}.Dtinklrsg`.: ' } ❑Check For Positive Stop=Glearty.1dentlfy Horndgeno(is'Group : l Samplers Name: {( ik C-6 1 tJW Samplers Signatu tT 3 Vo lume/Area(Air) DatelTirt Sample tt . Sa le Descri lion Bulk Sa Atf: s'i:< s z•�y B•23�4 it ;c.0 t t t N z •�o z t f Client Sample# s • Total#of Samples' Relinquished(Client): Dale: G (.141t+� L Time.'' Received(Lab): Date: ca'- Time': " ` ComrnentalSpec%al ins ons: r '' Dori •,oeww.n_,ae,.e.coc_te-,nrno,o Page 1 of pages Umited, Non-Destructive Hazardous Material Survey Report Single Family Cottage Residence and Shed 151 Oak Street,W. Barnstable, MA ESIS, Inc.—Health, Safety&Environmental Services K. ASBESTOS LOCATION DRAWINGS ACM Materials identified in drawings are approximate in location and quantities. Abatement exact locations and quantities prior to submitting Contractor(s) are responsible for confirming proposals for abatement of ACM Materials. AtiomeyVient Wank Product Privileged and Confidential 14 W m SHED TUB a 9-2 w 0 V R 0 0 m _ T x .I YELL A Z A i ACM D ECORATIVE SKI MCOT - - ON CEIUN G s r Cot- CM B MASTi c BENEATH a A LA CK LAYER).. NOLEUM 3t'd i.A �Q, BEIGE 0.` s�DR ) T c AC M 12 x 1 Y FLOOR TAN a nu: BENEATH CARPET AND CM BUCK MAS TIC c ASSOC, A D W GIJ1Z1NG c'x ACM WIN 0 •y a 00 en ACM BLA CK SINK A NO aO U ERCOATING zoCA a y H r •m FLOOR PLAN en N.LS 1 A � N ca 1 BULK HEAD L� FURNACE N FURNACE BLOCKWALL zoP WATER HEATER cq 9 .. O Y M y LEGEND: X ACM FURNACE GASKET .ao cozam x m CELLAR PLAN m N.T.S morelim ON a, • • • � 1 1 N SUMMARYOF XrF Testing Smgie FamtlyCottageResidence and Sheds' �,I 4�-� i'R �" �} .� ~��a` ���� �� -� ���� } a � �<���: E• �� a ��XRF�: n �Colon �,.��-�� � � ocat�on/,Description� , �>n � �s�Paint Canditlort � Reading� -� r.Jlt i.f •• '••I •M ••• i:•I � • •!• 1•I �•�©-� J' .Apo- .THE 'own of Barnstable Regulatory Services s,CcwsxnaL� y auas. �, Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office`. 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property herebyautborlZe Dellbrook. Construction, LLC to act on my behalf, I in all matters relative to work authorized by this building pertnt application for. i 1 70 Stage Coach Rd, Building # 3 Centerville, MA 02632 (Address of Job) I _ /12/0 411-10-)0 �Z' Signature of r Date BARNSTABLE HOUSING AUTHORITY Print Name 146 SOUTH STREET HYANNIS,MA 02601 If Property Owner is applying for permit pleas e complete the Homeowners License Exemption Foram on the reverse side. • I • i Q:FORMS:O WNERPERMISSION I Massachusetts- Department of Puhlic Safety z Board of Buildin-Re�-ulations and Standards Construction Supervisor License License: CS 92598 - CRAIG A GABRI 6 Wit` 4 CRANBERRY HOLLOW LN HARWICH MA_02.645 " Expiration: 5/14/2013 ('onmiissioner Tr#: 15468 t k. Town of Barnstable OFFICE OF TOWN ATTORNEY ME tO'�� 367 Main Street Barn Hyannis MA 02601-3907 WhneMeaaftr snxxsTnsLE, Mass. 1639. RUT wn Attorney Tel:# L62-4620 T. DAVID OUGHTON, 1st Assistant Town Attorney Fax#: 508-862-4724 CHARLES S. McLAUGHLIN,Jr.,Assistant Town Attorney CLAIRE R. GRIFFEN, Paralegal/Legal Assistant PAMELA D. GORDON, Legal Clerk Inter-office Memorandum To: Thomas McKean, Director, Health Division From: Ruth J. Weil, Town Attorney r Date: January 9, 2013 Subject: CBH-A - Stage Coach:Road;Centerville Project 70pinio Our File Ref: 2009-0288 I have been asked whether the Comprehensive Permit(Appeal No. 2009-069)that granted the Barnstable Housing Authority,(BHA)permission to construct twelve (12) affordable rental units with a total of eighteen(18) bedrooms, establishes a building lot' under the provisions of§360-45,the Board of Health regulation for the protection of f estuaries. '. As you are aware, §360-45B._states in pertinent part: B. Restrictions. No permit for the construction of an individual sewage disposal system on any building lot shall be granted within the watersheds for the estuaries that have been identified as requiring a reduction in the current TMDL of nitrate-nitrogen as identified by the map entitled "Massachusetts Estuary Project, Zones of Contribution to Saltwater Estuaries, Town of Barnstable, March.10, 2008," unless the following standards are met: (1) The maximum allowable discharge of sanitary sewage, based on the sewage design flow criteria listed in 310 CMR 15.203, Title 5, of the [2009-0288\tommckeanmemo-reopinion\010913] 1 State Environmental Code, shall not exceed 440 gallons per 40,000 square feet of lot area, with the following exceptions: (a) For approved,building lots on which no building currently exists and that are less than 30,000 square feet in area,the maximum allowable sewage discharge shall be 330 gallons. (b) For parcels with existing buildings,the maximum allowable flow shall be either 440 gallons per 40,000 square feet, except as described in Subsection B(1)(a) above or whatever is currently permitted, whichever is greater. In its decision granting a comprehensive permit to the BHA, the Barnstable Zoning Board of Appeals (Board) described the building lot, for which the 18-bedroom development was permitted, as a 6.94-acres site comprised of two parcels. (See copy of the comprehensive permit attached hereto for your reference). Additionally, the Board required that before the issuance of any building permit for the development, that a conservation restriction be placed on approximately 4.9 acres of the building lot,to be dedicated to natural resource protection and open space. This requirement permanently dedicates 70% of the building lot to open space and otherwise limits its use to passive recreation. f Under the totality of circumstances presented herein, it is my opinion that for the purposes §360-45B, the comprehensive permit established a building lot comprised of 6.94 acres. Additionally,addressing another concern you expressed, no portion of this 6.94 acres building lot could_be utilized as nitrogen credit land by another development as part of a state or locally approved Facility Aggregation Plan or Community Aggregation Plan. Finally, this opinion is based upon the terms of the comprehensive permit issued by the Board of Appeals to the BHA under Appeal No. 2009-069. If any ` modification of'said comprehensive permit is sought in the future, continued compliance with the provisions of§360-45B would have to be analyzed. [2009-02 Wtommckeanmemo-reopinion\0 10913] 2 ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT Project Name: Stage Coach Road Housing Project Project Title: Stage Coach Road Housing Project Project Location: 70 Stage Coach Road, Centerville, MA Scope of Project: Construction of 3 structures with 4 housing units each including constructing foundations,site utilities, site improvements, paving and landscaping within the project site. Architect: Brown Lindquist Fenuccio & Raber Architects, Inc. In accordance with section 107.6 of the Massachusetts State Building Code (MSBC): I, Timothy R. Sawyer registration number 50399 Being a registered professional engineer/architect hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning the architectural plans for the above mentioned work and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the MSBC, all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in section 107.6. 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in Chapter 17. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. I shall submit monthly reports to the Building Inspector. Upon completion of the work, I shall submit a final eport as to the satisfactory.completion and readiness of the project for occupant , 2 3Ao R.S,q�TF� Signa ure v Date 1, 1 < Cn � No. 50399 �f Subscribed and sworn to before me this day of n ✓ ZOlZ VARMOUTHPORT, MA Z Notary ublic My Commission Expires Kotar+ Pulblic �1 ,,��^C,e'nor,�.�s�-,..:�a....��:':.,1��"� `tr`i 171�C erifJd-Sin cv,.mreS ce.War. 'L' CONSULTING STRUCTURAL ENGINEER, INC. 53 Knox Trail, Suite 201 978-461-6100 Acton, MA 01720 structural@gis.net CONSTRUCITON CONTROL AFFIDAVIT Project Number: 03641 Project Title: 12 Unit Housing Development for Barnstable Housing Authority Project Location: 70 Stage Coach Road & 151 Oak Street, Centerville, MA Name of Building: Building #1 Nature of Project: New construction of a 2-story, wood frame residential building. In accordance with Section 107.6.2 of the Massachusetts State Building Code, Eighth Edition (MSBC), I, Brian A. Walsh, P.E., Massachusetts Registration No. 46077 being a licensed professional structural engineer, hereby certify that I (myself and/or my representatives) will be present on the construction site on a regular and periodic basis and perform the necessary professional structural engineering services as outlined in MSBC 107.6.2.2, to determine that the STRUCTURAL CONSTRUCTION WORK is, to the best of my knowledge and belief, in accordance with the documents approved for the building permit, for the following portions of construction: 1. Structural components as specified on Consulting Structural Engineer, Inc. structural drawings SO.1 through S5.2 dated September 17, 2012 and revised November 16, 2012. 2. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for building permit, and approval for conformance to the design concept. I furthermore agree to submit periodically, an inspection report together with pertinent comments to the Town of Barnstable building department. Upon satisfactory completion of the work I shall submit a final report certifying to the best of my knowledge and belief that the building structure is completed in general conformance with the referenced construction documents and the structural provisions of the MSBC. "OF Mq�S BRIAN A. N /�f ® WALSH r c, STRUCTURAL ✓✓ No.46077 Signature SS�oNALE���,� Subscribed and sworn to before me this 19 day of v e 201_a _. �n ,"MASSACHMEITS NOTARY L Ci In E pares On b-i t i BER BUILDING ENGINEERING RESOURCES,INC. REGISTERED ENGINEERING SERVICES CONSTRUCTION CONTROL AFFIDAVIT PROJECT NAME: Proposed 12 Unit Housing Development for Barnstable Housing Authority PROJECT TITLE: Stage Coach Road Housing Development PROJECT LOCATION: 70 Stage Coach Road& 151 Oak Street-Centerville,MA SCOPE OF PROJECT: New(12)unit housing complex In accordance with Section 107.0 of the Massachusetts State Building Code, 8th Edition,I,Steven A. Karan,PE,LEED AP,BD+C, Mass.Registration No.34989 being a Registered Professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning:, ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL X FIRE PROTECTION ELECTRICAL PLUMBING For the above named project and that,to the best of my knowledge,such plans,computations and specifications meet the applicable provisions for the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I,or my Representative,shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the document approved for the Building Permit and shall be responsible for the following as specified in Section 107.6.2 1. Review,for conformance to the design concept,shop drawing,samples,and other submittals which are submitted by the Contractor in accordance with the requirements of the construction documents: 2. Review and approval of the quality control procedures for all Code-required materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work,and to determine,in general,if the work is being performed in a manner consistent with the construction documents. I further certify that upon completion of the construction,I shall submit a Final Report to the Local Building Inspector as to the satisfactory completion and readiness of the project for occupancy. Signature: Date: 01d0 Subscri and sworn th' t d of November 2012, Nota Commission Expires: March 21,2019 6 6 M A I N S T R E.E T NORTH E A S T O N , MA 0 2 3 5 6 D E S I G N K N 0 W L E D G E S 0 L U T I O N S BER BUILDING ENGINEERING RESOURCES,INC. REGISTERED ARCHITECTURAL AND ENGINEERING SERVICES CONSTRUCTION CONTROL AFFIDAVIT PROJECT NAME: Proposed 12 Unit Housing Development for Barnstable Housing Authority PROJECT TITLE: Stage Coach Road Housing Development PROJECT LOCATION: 70 Stage Coach Road& 151 Oak Street=Centerville,MA SCOPE OF PROJECT: New(12)unit housing complex In accordance with Section 107.0 of the Massachusetts State Building Code, 8th Edition,I,Steven A. Karan,PE,LEED AP,BD+C, Mass.Registration No.34989 being a Registered Professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL X PLUMBING For the above named project and that,to the best of my knowledge,such plans,computations and specifications meet the applicable provisions for the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that 1,or.my Representative,shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the document approved for the Building Permit and shall be responsible for the following as specified in Section 107.6.2 1. Review,for conformance to the design concept,shop drawing,samples,and other submittals which are submitted by the Contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all Code-required materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work,and to determine, in general, if the work is being performed in a manner consistent with the construction documents. I further certify that upon completion of the construction,I shall submit a Final Report to the Local Building Inspector as to the satisfactory completion'and readiness of the project for occupancy. Signature: Date: lW � Subs fto and sworn t me i 28 h f Novemb r 2012, N Y i A Commission Expires: March 21,2019 66 MAIN STREET NORTH EAST0N , MA 0235'6; D E S I G N K N 0 W. L E. D G E f S ' 0 L_ U T I O N S B E R BUILDING ENGINEERING RESOURCES,INC. , REGISTERED ARCHITECT.URAL AND ENGINEERING SERVICES CONSTRUCTION CONTROL AFFIDAVIT r PROJECT NAME: Proposed 12 Unit Housing Development for Barnstable Housing Authority PROJECT TITLE: Stage Coach Road Housing Development PROJECT LOCATION: 70 Stage Coach Road& 151 Oak Street-Centerville,MA SCOPE OF PROJECT: New(12)unit housing complex In accordance with Section 107.0 of the Massachusetts State Building Code, 8th Edition,I,Marc R. Plante,PE, Mass.Registration No.38119 being a Registered Professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION X ELECTRICAL PLUMBING For the above named project and that,to the best of my knowledge,such plans,computations and specifications meet the applicable provisions for the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I,or my Representative,shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the document approved for the Building Permit and shall be responsible for the following as specified in Section 101.6.2 1. Review, for conformance to the design concept,shop drawing, samples,and other submittals which are submitted by the Contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all Code-required materials. ' 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work,and to determine, in general,if the work is being performed in a manner consistent with the construction documents. I further certify that upon completion of the construction,I shall submit a Final Report to the Local Building Inspector as to the satisfactory completion and readiness of the project for occupancy. 1 ] Signat Date: l Subscribed and sworn to this 2 h d y November 2012, Notary c. mission Expires: March 21,2019 VW 6 6 M A I N S T R E E T N O R T H E A S T O N M A 0 2 3 5 6 D E S 1 G N K N 0 V L E D G E S 0 L U T 10 N S B E R BUILDING ENGINEERING RESOURCES,INC. REGISTERED ARCHITECTURAL AND ENGINEERING SERVICES CONSTRUCTION CONTROL AFFIDAVIT PROJECT NAME: Proposed 12 Unit Housing Development for Barnstable Housing Authority PROJECT TITLE: Stage Coach Road Housing Development PROJECT LOCATION: 70 Stage Coach Road& 151 Oak Street—Centerville,MA SCOPE OF PROJECT: New(12)unit housing complex In accordance with Section 107.0 of the Massachusetts State Building Code, 8th Edition,1, Steven A. Karan,PE,LEED AP,BD+C, Mass.Registration No.34989 being a Registered Professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL X MECHANICAL FIRE PROTECTION ELECTRICAL PLUMBING For the above named project and that,to the best of my knowledge,such plans;computations and specifications meet the applicable provisions for the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I,or my Representative,shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the document approved for the Building Permit and shall be responsible for the following as specified in Section 107.6.2 1. Review, for conformance to the design concept,shop drawing, samples,and other submittals which are submitted by the Contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all Code-required materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work,and to determine,in general,if the work is being performed in a manner consistent with the construction documents. I further certify that upon completion of the construction,I shall submit a Final Report to the Local Building Inspector as to the satisfactory completion and readiness of the project for occupancy. Signature: Date: V L✓Subscr' and sworn to S 28 y of ovember 2, Nota mmission Expires: March 21,2019 r. 66 MA IN STREET. -NORTH EAST0N , MA 02356 D E S I G N K N 0 W L' E D G E S 0 L U T I O N S i COMcheck Software Version 3.9.1 Envelope Compliance Certificate 2009 IECC Section 1: Project Information Project Type:New Construction Project Title: PROPOSED 12 UNIT HOUSING DEVELOPMENT Construction Site: Owner/Agent: Designer/Contractor: 70 STAGE COACH ROAD AND 151 OAK BARNASTABLE HOUSING TIM SAWYER STREET AUTHORITY BLFR ARCHITECTS INC. CENTERVILLE,MA 146 SOUTH STREET 203 WILLOW STREET HYANNIS,MA 02601 SUITE A YARMOUTHPORT,MA 02675 508 362-8382 Section 2: General Information Building Location(for weather data): Centerville(Barnstable),Massachusetts Climate Zone: 5a Building Type for Envelope Requirements: Residential Vertical Glazing/Wall Area Pct.: 12% Activity Type(s) Floor Area Multifamily 2722 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R Value U-Factor U-Factor(a) Perimeter Floor 1:Wood-Framed 1861 38.0 0.0 0.027 0.033 Exterior Wall 1:Wood-Framed,16"o.c. 3692 21.0 3.8 0.048 0.051 Window 1:Vinyl Frame:Double Pane with Low-E,Clear,SHGC 0.32 448 — — 0.340 0.350 Door 1:Other Door,Swinging 140 — — 0.250 0.700 Roof 1:Attic Roof with Wood Joists 1861 38.0 0.0 0.027 0.027 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Other components require supporting documentation for proposed U-factors. Air Leakage, Component Certification,and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&.U-factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 5. 'Other components have supporting documentation for proposed U-Factors. 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. ❑ 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Project Title: PROPOSED 12 UNIT HOUSING DEVELOPMENT Report date: 12/05/12 Data filename:H:\_Current Projects\Municipal\Bamstable Housing Authority\Drawings\_Current Dwgs \ConsDocs\BHA.cck Page 1 of 2 t 1 or ' I] 8. Cargo doors and loading dock doors are weather sealed. Ll 9...Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. r 0 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: ❑ Building entrances with revolving doors. Doors not intended to be used as a building entrance. Doors that open directly from a space less than 3000 sq.ft.in area. LJ Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist. TIM SAWYER �2 /12, Name-Title Si ature Il Date ,�ykED AR(-, V. QtiG\�CNY R S4�. �o No. 50399 4u . \'p YARMOUTHPORT, CO 4�cF MA PGA q�TN OF MPSS Project Title: PROPOSED 12 UNIT HOUSING DEVELOPMENT Report date: 12/05/12 Data filename:H:\_Current Projects\Municipal\Bamstable Housing Authodty\Drawings\ Current Dwgs \ConsDocs\BHA.cck Page 2 of 2 BI IR N IJI I.!)I N(: f�N l:I N1:ItMING /31;Vlt UH f.I.N. INl'. Fire Protection and Life Safety Systems Narrative and Code Analysis BER Project #12110 Prepared For: Brown Lindquist Fenuccio & Raber Architects Stagecoach Residences Barnstable Housing Authority 70 Stagecoach Road & 151 Oak Street Centerville, MA January 02, 2013 Prepared By: Chris Uniacke—Fire Protection Engineer Doug Curry—Fire Alarm Engineer 66 Main Street I North Easton,Massachusetts02356 1 T508.230.0260 1 F508.230.0265 1 BER@BER-engineering.com 7 Fire Protection and Life Safety Systems Narrative and Code Analysis Stagecoach Residences—Centerville,MA/Project#12110 January 02,2012 Page 1 In accordance with the Eighth Edition (2/2011)Massachusetts State Building Code,780 CMR Section 901.2.1., the following information is presented: I. Basis of Fire Protection and Fire Alarm Design A. Stagecoach Residences consists of three individual two story buildings. Each building has a basement, first floor and second floor. Each floor is approximately 1,862 square feet for . a total of 5,586 gross square feet per building. Each building shall have.four residential units and storage/mechanical space in the basement. B. Fire Suppression systems are to be installed in each building per MA Amendments to IBC 2009. NFPA 13R sprinkler systems shall be installed in each building per Section 903.3.1.2. C. All of the buildings are new construction. All are use group R-2. D. The typical construction type is "5B"Wood Frame Un-protected. 1, II. Sequence of Operation A. Fire Alarm and Fire Suppression Systems Operation: 1. The fire alarm system shall operate automatically to sound all interior building evacuation alarms and flash all alarm strobes(in accessible units)upon activation from sprinkler water flow devices.Upon initiation of any automatic alarm device, the Fire Department shall be notified via a Digital Alarm Communication Transmitter(DACT) and a Central Station connection. 2. When a fire starts;the fusible link(s) on the sprinkler(s) are activated, allowing water to flow from the system. A flow,switch initiates an alarm within the building. The fire alarm panel will notify the Fire Department. III. Testing of Systems A. Final Fire Suppression and Fire Alarm Acceptance Test: 1. Pre and Final Tests/Warranty: a. The system shall be fully tested by a UL Certified Testing.Company, in accordance with UL Guidelines-and NFPA Standards. Each and every device shall be tested. 66 Main Street I North Easton,Massachusetts 02356 1 T 508.230.0260 I F 508.230.0265 1 BER@BER-engineering.com PA12110\Correspondence\Narrative(Fire Protection&Life Safety Systems)Jan 02 2013.doc Fire Protection and Life Safety Systems Narrative and Code Analysis Stagecoach Residences—Centerville,MA/Project#12110 January 02,2012 Page 2 b. A copy of the Final Test Report shall be submitted indicating proper functioning of the system and conformance to the Specifications. The Test shall be performed by UL Certified and Factory-Trained Qualified Technicians. Each and every device shall be tested and stand-alone operation of remote panels shall be verified. c. Manufacturer shall guarantee all system equipment for a period of one (1) year from the date of Final Acceptance of the system. d. The Contractor shall guarantee all raceways and wiring to be free from inherent mechanical or electrical defects for one (1) year from the date of Final Acceptance of the system. e. As part of the testing portion of the system, the Contractor shall perform the following tests: 1) Pre Test: a) Required Participants: (1) The Engineer and Architect (2) Owner's Representative r (3) The Electrical Contractor (4) The Fire.Alarm Manufacturer b) Test Procedures: (1) Every device is tested(horns and strobes set-off, etc.). (2) All new piping will be flushed and tested at 200 pounds for two (2) hours. If any leaks are detected they will be repaired. Following the repairs the 2-hour test will be done again. (3) The tamper switches will be tested by shutting the control valves, on which they are mounted. When the valve is closed,it shall activate the supervisory signal at the fire alarm panel. (4) The flow switches will tests as follows: (a) Each zone will have a test valve. (b) These tests will be normally shut. (c) They will be opened and they will allow a water flow. (d) They will activate the flow switches. (e).The flow switches will activate the alarm. 2) Final Acceptance Test: a) Submission to Town of Centerville Fire Department before Final Acceptance Test. The following paper needs to be submitted to the Fire Department prior to Final Testing. (1) Affidavits by Designer. Letter,certifying system has been installed according to Plans and Specifications and has witnessed that it is 100% operational and ready for Final Testing. (2) Affidavits by the Electrical Contractor. Letter certifying system is complete. (3) The Fire Alarm Manufacturer. Certification of complete system. 66 Main Street I North Easton,Massachusetts 02356 1 - T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineering.com P:\12110\Correspondence\Narrative(Fire Protection&Life Safety Systems)Jan 02 2013.doc t Fire Protection and Life Safety Systems Narrative and Code Analysis Stagecoach Residences—Centerville,MA/Project#12110 January 02,2012 Page 3 (4) Copy of the Manufacturer's Program Notes. (5) Copy of the Stamped Drawings (As-builts if available). b) Final Acceptance Test: (1) Test system as per Town of Centerville Fire Department direction. NOTE: Test should be scheduled only after the system is 100%pre- tested and approved by the Designer. Allow extra time for scheduling of the Fire Department. If.acceptable, Fire Department issues a letter accepting the system to Building Inspector. (2) Required Participants: (a) Building Inspector (b) Town of Mashpee Fire Department (c) Designer (d) General Contractor (e) Electrical Contractor NOTE: This Test is required for a"Certificate of Occupancy"by the Building Inspector. (3) Fire Alarm Test and Inspection Contract: (a) Each Contractor shall include as part of their Base Bid,the cost of a one(1) year test and Inspection Contract. This Contract shall provide for quarterly tests according to UL,NFPA and Local Requirements. Upon its' expiration, the Contract shall be renewable by the Building Owner. (4) Training: (a) The Contractor shall provide the services of the Manufacturer's ti Representative for a period of eight(8)hours, during normal business hours, to instruct the Owner's designated personnel and Fire Department Response Teams on the operation of the system. IV. Systems Description: A. Building and site access for firefighting and/or rescue vehicle(s) and personnel. 1. Emergency response vehicles and personnel can access the building directly by approaching from paved roadway. B. Fire hydrant(s)location and water supply information. 66 Main Street I North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineering.com PAI 21 10\Correspondence\Narrative(Fire Protection&Life Safety Systems)Jan 02 2013.doc Fire Protection and Life Safety Systems Narrative and Code Analysis Stagecoach Residences—Centerville,MA/Project#12110 January 02,2012 Page 4 1. Fire hydrants will be located on the site as approved by Centerville Fire Department. 2. Water supply information: (Refer to hydraulic information on Drawings). C. Type/description and design layout of the automatic sprinkler system(s). 1. The new 13-R systems are supplied by a new 2-inch water supply located in the basement. Each individual unit as well as the basement has a dedicated zone valve located in the basement. Each system is designed and installed per NFPA 13-R. A 2" fire department connection and an electric bell shall be located on the exterior of the building (refer to drawings for locations). All tamper and flow switches will,be monitored by the unit Fire Alarm system. D. Automatic sprinkler system(s)control equipment location. 1. The alarm valve is located in the basement and is accessible via an exterior door directly into the basement. E. Type/description and design layout of the automatic standpipe system(s). 1. The building does not require a standpipe system. F. Standpipe system hose valve(s)type and location. 3 1. The building does not require a standpipe system. G. Fire department Siamese connection type(s) and location. 1. A 2 inch fire department connection will be located at the front of the building near the corner of the building closest to the street. H. Type/description and design layout of the fire protective signaling,system(s). 1. Building Occupant Notification of a fire alarm in common areas is accomplished via new synchronized audio/visual (horn/light) appliances. These appliances will sound automatically based on an alarm condition initiated by smoke/heat detectors,manual pull stations or sprinkler flow. 2. In Residential Units mini homs are located in bedrooms and living rooms to provide occupant notification upon any alarm condition originating in common areas. Local 120 volt detectors are located in all sleeping rooms and in hallways serving sleeping rooms. These are combination smoke and carbon monoxide detectors. The detectors have integral battery backup. 66 Main Street I North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineering.com P:\12110\Correspondence\Narrative(Fire Protection&Life Safety Systems)Jan 02 2013.doc Fire Protection and Life Safety Systems Narrative and Code Analysis Stagecoach Residences—Centerville,MA/Project#12110 January 02,2012 Page 5 I. Fire protective signaling system(s)control equipment and remote annunciator location 1. The fire alarm control panel is to be located within the basement of each unit. An annunciator is integral to the fire alarm control panel and therefore there will be no �' P , remote annunciator. J. Type/description and design layout of the smoke control or exhaust system. 1. The space does not require a smoke control or exhaust system. K. Smoke control or exhaust system(s) control equipment location. 1. The space does not require a smoke control or exhaust system. L. Building life safety system features (auxiliary functions)required to be integrated as part of the fire protective signaling system(s). 1. Based on discussions with the Local Authority Having Jurisdiction, an alarm condition will notify the Centerville Fire Department via a Central Station connection. A tamper(supervisory)condition will notify the Central Station and signal the DACT but horn/lights appliances within the building will not be activated. M. Type/description and design layout of the fire extinguishing system(s). 1. The building will not include any special fire extinguishing systems, other than automatic fire sprinklers. N. Fire extinguishing system(s)control equipment location. 1. The building will not include any fire extinguishing systems, other than automatic fire sprinklers. O. Fire protection system(s) equipment room location. 1. The Sprinkler equipment is located in the basement of the building and is accessible through a door from the exterior of the building. P. Fire protection system(s) equipment identification and operation signs. 1. Equipment nameplates will be a minimum of 3 inches long by 1.5 inches high. Nameplates will be black surface with.white indented letters. 66 Main Street i North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineering.com PA1 21 10\Correspondence\Narrative(Fire Protection&Life Safety Systems)Jan 02 2013.doc Fire Protection and Life Safety Systems Narrative and Code Analysis Stagecoach Residences—Centerville,MA/Project#12110 January 02,2012 Page 6 Q. Fire protection system(s) alarm/supervisory signal transmission method and location. 1. A red strobe light(Tomar#1224)will be installed at the front of each building which indicates the building entrance nearest to the fire alarm control panel. The Centerville Fire Department will be notified of all alarm and trouble (supervisory) conditions via a Central Station connection. R. CO2 detection is provided in all sleeping areas,'in adjacent hallways and on each floor of the dwelling unit. 66 Main Street I North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 I BER@BER-engineeiing.com P:\12110\Correspondence\Narrative(Fire Protection&Life Safety Systems)Jan 02 2013.doc . ParcelEdit Page 1 of 1 a aJ ; I i B,tA4w5YAB7JEb. . � � �: _ - �._ ""'�;^•�•..�.�R., + NthS p LG;4. tih� F Logged In As: Monday,January 7 2013 Frank Schlegel Parcel Application Center Road Svstem Reports Road Svstem The record has been:updated. Parcel Detail Parcel ID: 173026 : I Sewer Acct: I TAR EJ r Update Devel Lot: ILOT 26 Owner: IBARNSTABLE HOUSING AUTHORITY Co Owner: Street: 1146 SOUTH STREET City: JHYANNIS State: MA Zip; 02601 --------------- Location:, ISTAGE COACH ROAD I Village: Centerville _. Road Index: 1524 . Pri g 0051 - Frontage: To set road, you can also enter road index and tab out of field. . Secondary Road: JOAK STREET(CENT./W.BARN) Sec Index: 1121 Sec Frontage: 0368 Visions Location: 170 STAGE COACH ROAD T Last Updated: 01/07/2013 10:09:18 1 No: Bldgs: 0 Account No: 103453 Lot Size(acres): 2.03999082 State Class: 9730 Year Added: 0 Fire Dist: Deed Date: 2/7/2011 Deed Ref: . 25239/220. Land Valuer 217600 Bldgs Value: 0 Extra Features: Condo Complex: Building: Unit: Update http://issgl2/intrar et/propddta/PareelEdit.aspx?ID=12333 1/7/2013 Roaffi gineering Page 1 of 1 THE ( ,% 01,V.- ff BARNS MASS t Logged In As: Monday,January 7 2013 Frank Schlegel Road System Application Center Road System Reports Road System Search Options Search By Multiple.Addresses by Map Parcel 07 - Map Block Lot 173 026 i Search <Prev Next> Page 1_of 1 Add Record Parcel Location" Village Index ' 173026 70-A1 STAGE COACH ROAD ---(BLDG RIGHT) L/S-1 RST&2ND FLR. CENTERVILLE 1524 173026 70-A2 STAGE COACH ROAD---(BLDG.RIGHT) 2NDFROM LEFT/2ND FLR. CENTERVILLE 1524 173026 70-A3 STAGE COACH ROAD---(BLDG.RIGHT).3RD FROM LEFT/1RST FLR. CENTERVILLE 1524 173026 70-A4 STAGECOACH ROAD---(BLDG.RIGHT) R/S71RST&2ND FLR. CENTERVILLE 1524 173026 70-Bl STAGE COACH ROAD--- (BLDG.LEFT) L/S-1RST&2ND.FLR. CENTERVILLE . 1524 173026 70-62 STAGE COACH ROAD---(BLDG.LEFT) 2ND FROM LEFT/2ND FLR. CENTERVILLE 1524" 173026 70-133 STAGECOACH ROAD --- (BLDG.LEFT)'3RD FROM LEFT/l RST FLR. CENTERVILLE 1.524 173026 70-134 STAGE COACH:ROAD-- (BLDG.LEFT)R/S 1RST&2ND FLR. CENTERVILLE . 1524 173026 70-C1 STAGE COACH ROAD ---(BLDG.REAR)L/S 1 RST&2ND FLR. CENTERVILLE 1524 173026 70-C2 STAGE COACH.ROAD---.(BLDG.REAR)2ND FROM LEFT/2ND FLR.: CENTERVILLE 1524 173026 70-C3 STAGE COACH ROAD--- (BLDG.REAR)3RD FROM LEFT/1 RST FLR. CENTERVILLE : 1524 173026 70-C4 STAGE:COACH ROAD---(BLDG REAR) R./S 1 RST&2ND FLR. CENTERVILLE 1524 http://issgl2/intran'et/propddta/RoadEngineering.aspx 1/7/2013 MAddre'sssEdit Page 1 of 1 HE MAS . J p�� iti34, ega�� v 5 Logged In As: Monday,January 7 2013 Frank Schlegel Multiple Address Application Center Road Svstem Reports Road.Svstem The record has been added. Multiple Address Detail Map Parcel: 173 026 . House Number: 70 House Letter: Al Road Name: STAGE COACH ROAD Road Index: 11524 Village: 104-Centerville Tenant` (BLDG RIGHT) L/S-1 RSTUND FL-R. . Last updated: 01/07/2013 10:15:42, Update Delete Add Another _. _. http-.Hissgl2/intrariet/propddta/N4AddiessEdit.aspx?ID=Add 1/7/2013 MAddre's'sEdit Page 1 of 1 Q �rp -ij, g MAS'51 -Lb 44 �Qp 1 PP"� 0. M Logged In As: Monday,January 2013 Frank Schlegel Multiple Address Application Center Road System Reports Road System The record has been added. Multiple Address Detail Map Parcel 173 026 House Number: 70 House Letter: A2 Road Name: STAGE COACH ROAD Road Index: 1524 . Village: 104'-Centerville Tenant: (BLDG.RIGH.T)2ND FROM LEFT/2ND FLR. Last updated:. 1/7/2013 10:17:01 AM 7 - Update Delete Add Another http://issgl2/intranet/propdata/MAddressEdit.aspx?ID=Add 1/7/2013 MAddre'sssEdit Page 1 of 1 CY BARNSTj L11, ,. s 1 �w M ' Logged In As: Monday,January 7 2013 Frank Schlegel Multiple Address Application Center Road System Reports Road System The record has been added- Multiple Address Detail Map Parcel: 173 026 House Number: 70 House Letter: A3 Road Name: STAGE COACH ROAD Road Index: 1524 Village: 104-Centerville F-11 Tenant: (BLDG.RIGHT) 3RD FROM LEFT/1RST FLR. Last updated: 1/7/2013 10:18:07 AM Update Delete Add Another http-Hissgl2/intranet/propdata/1\4AddressEdit.aspx?ID=Add 1/7/2013 MAddyessEdit Page 1 of 1 THE el I I Y--- P S,tb{ASTABLE M y- I. Logged In As: Monday,January 2013 Frank Schlegel Multiple Address Application Center Road.System Reports Road System The record has been added. Multiple Address Detail Map Parcel`. 173 7 026 - House Number: 70 A4 House Letter: Road Name: ISTAGE COACH ROAD Road Index: 1524 Village: 104-Centerville Ell Tenant: (BLDG.RIGHT) R/S-1RSTUNDiFLR: Last updated: 1/7/2013 10:20:03 AM Update Delete Add Another http://issgl2/intranet/propddta/1\4AddressEdit.aspx?ID=Add 1/7/2013 MAddressEdit Page 1 of 1 T�l15 BARNSTABIF r F Logged In As: Monday,January 7.2013 Frank Schlegel Multiple Address Application Center Road Svstem Regorts Road Svstem The record has been added. Multiple Address Detail Map Parcel: 173 026 I-7 -: House Number: 70 House Letter: B1 Road Name: ISTAGE COACH-ROAD' Road Index: 1524 Village: 104 -Centerville Tenant: (BLDG.LEFT) L/S-1 RSTUND FLR. Last updated: 1/7/2013 10:24:35 AM -Updatel rDelete Add Another http://issgl2/intrar et/propdata/MAddressEdit.a§px?ID=Add 1/7/2013 7 MAddressEdit Page 1 of 1 x t ' f ) r B,tdihSTAflLr� � i t ; # ' 4Lf�55, 1 G�7 Logged In As: Monday,January 7 2013 Frank Schlegel Multiple Address Application Center Road.Svstem Reports Road.Svstem Multiple Address Detail Map Parcel: rl 7-3-1 026.. House Number: 70 House Letter: B2 Road Name: ISTAGE COACH ROAD Road Index: 1524 Village: 104-Centerville 175 Tenant: (BLDG.LEFT) 2ND FROM LEFT/2ND FLR. Last updated: .Gi/07/2013 10:59:00 Update FDelete I Add Another httpJ/issgl2/intranet/propddta/pledit.aspx?ID=MA1047 1/7/2013 MAddregsEdit Page 1 of 1 BARNS 13if- ED 4. •�R � ram. {{�� Logged In As: Monday,January 7.2013 Frank Schlegel Multiple Address Application Center Road.System Reports Road System The record has been added.. Multiple Address Detail Map Parcel: 173 026 House Number: 70 House Letter: 63 Road Name: ISTAGE COACH ROAD Road Index: 1524 Village: 104-Centerville Tenant: (BLDG.LEFT) 3RD FROM LEFT/1RST'FLR. Last updated: 01/07/2013 1029:34. Update I Delete -Add Another http://issgl2/intranet/propddta/MAddressEdit.aspx?ID=Add 1/7/2013 MAddre's'sEdit Page 1 of 1 M ov a BASLN5TA13 P_ MASSf Logged In As: Monday,January 7 2013 Frank Schlegel Multiple Address Application Center Road.Svstem Reports Road Svstem The record has been added. - . Multiple Address Detail Map Parcel: 173 026 , House Number: 70 House Letter: B4 Road Name:- ISTAGE COACH ROAD' Ip " Road Index: 1524 Village: 04 -Centerville (- Tenant: (BLDG.LEFT)R/S 1RSTUND FLR. Last updated: 1/7/2013 10:31:22 AM Update Delete Add Another http://issgl2/intranet/Propdata/1\4AddressEdit.aspx?ID=Add 1/7/2013 N1AddressEdit Page 1 of 1 o- 7 V� 10.9. ED Logged In As: Monday,January 7 2013 Frank Schlegel Multiple Address Application Center Road System Reports Road System The record has been added. Multiple Address Detail Map Parcel: FT3771 g6771 House Number: 70 House Letter: C1 I Road Name: STAGE COACH ROAD Road Index: 1524 Village: 104-Centerville Tenant: (BLDG.REAR)L/S 1 RSTUN:D;FLR, Last updated: 1/7/2013 10:32:18 AM Update Delete Add Another _. _. http-Hissgl2/intranet/propddta/1\4AddressEdit.aspx?ID=Add 1/7/2013 MAddressEdit Page 1 of 1 r � CD Q i 5`fAiil.E d� MASS. Cb , r. i Logged In As: Monday,January 7 2013 Frank Schlegel Multiple Address Application Center Road System Reports Road System The record has been:added. Multiple Address Detail l - Map Parcel: 173 026 House Number: 70 House Letter: C2 Road Name: ISTAGE COACH ROAD :Road Index: 1524 Village: 04-Centerville Tenant: (BLDG.REAR)2ND FROM LEFT/2ND FLR. Last updated: 1/7/2013 10:.33:16 AM Update Delete Add Another httpc//issgl2/intranet/propdata/MAddiessEdit.aspx?ID=Add 1/7/2013 M—AddressEdit Page 1 of 1 THE jt v ~• f I �. BARN5TAB1 e ; _s - - rV� R Logged In As: Monday,January 2013 Frank Schlegel Multiple Address Application Center Road System Reports Road System The record has been:added.., Multiple Address Detail Map Parcel: 173 716711777 House Number: 70 House Letter: C3 Road Name: ISTAGE COACH ROAD Road Index: 1524 Village: 104 -Centerville FF Tenant: (BLDG.REAR)3RD FROM LEFT/1RST FLR. Last updated: 01/07/2013 10:53:48 Update Delete I Add Another si _ q _. http://issgl2/intranet/propddta/N4AddressEdit.aspx?ID=Add 1/7/2013 MAdare'sEdit Page 1 of 1 :CRr MASS 1� M�_ , A •— Logged In As: Monday,January 7 2013 Frank Schlegel Multiple Address - Application Center Road System Reports Road.System The record has been added. Multiple Address Detail Map Parcel: 173 026 -. House Number;. 70 C4 House Letter: Road Name: STAGE COACH ROAD' Road Index: 1524 Village: 104 -Centerville = Tenant: (BLDG REAR) R/S IRSTUND FLR. Last updated: 01/07/2013 10:54:45 1 f Update Delete Add Another - httpJ/issgl2/intranet/propdata/MAddressEdit.aspx?ID=Add 1/7/2013 FEB. 19. 2013 11 : 26AM JK SCANLAN COMPANY INCMI I NO. 587 - P. 2 E 9 A AR One A1STAR Woy Ghades J.Tavarbs fL Re yr, a Ww wooc4 mmgmtom 02090 0M WSTAR Way.NWBEQIB® GAS Weeaftoaa,MA(1 QN!1230 Phonc3 508-441-SB32 FAX 508.44t,510 C198r1�S-tav3rp6�nst�r_gam Febraary 19,20 13 Q.2ZE z. -_° � w a Lrnxi Fintc :J TOWn Of Barnstable e.. Barnstable Housing AuthorityN" ab Barnstable, A RE: Disconnect electric service at 151 Oak St Centerville MA, NSTAR vv/0#1919952 Dear Lori, Your request to have the electric service discotmected at 151 Oak St, Centerville, MA, has bcelx COmpleted a$ ON I/16/13. Please call,rae if you have=y questions at 50$-44I-5832. San ' Cjes S. xav Customer Account Execu . Electric Strategic Accounts Y F, A'oDellbrook NoCON STRUCTION January 4, 2013 Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Stage Coach Residences, Barnstable MA Dear Mr. Perry: I am writing to inform you that Craig A. Gabri is an employee of Dellbrook_Construction, LLC and has the authority to request a building permit on behalf of Dellbrook Construction, LLC. Please let me know if you have any questions.or comments regarding this matter. Sincerely. Dellbrook Construction, LLC Michael W. Fish President and C.E.O -- 536 Granite Street Braintree,MA 02184 Tel: 781-380-1675 Fax: 781-380-1676 t ✓� rf The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Llectricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Dellbrook Construction LLh, Address: 536 Granite Street City/State/Zip: Braintree, MA 02184 PhoneA 508-889-7790 FArn employer?Check the appropriate box: Type of project(required): a employer with 4. ® I am a general contractor and Ioyees (full and/orpart-tim.e).* have hired the sub-contractors ti, New construction asole proprietor or partner- listed on the attached sheet: 7. ❑Remodelingand have no a to ees These sub-contractors have mP Y 8. ®Demolition ng for,me in any capacity. employees and have workers' orkers'comp.•insurance comp.insurance.# 9. ❑Building addition ed] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions homeowner doing all work officers have exercised their 11:❑Plumbing repairs or additions . myself.[No workers' comp, right of exemption per MGL .12.❑Roof repairs insurance required.)t c. 152, §1(4),and we have no employees. [No workers' 13:❑ Other comp,insurance required.] . *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who'submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $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 providt their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy and job site information. - Insurance Company Name: Twin City Fire Insurance Policy#or Self-ins.Lic.#: 02WELG3938 Expiration Date: 07/01/1-3 70 Stage Coach Road Job Site Address:_ -and 151 Oak Street City/State/Zip: Barnstable,, MA 0260A 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 crimirial penalties of a fine tip 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 Investi ations of IA for insurance coverage verification. I do hereby rtify unite the sand penalties ofperjury that the'information provided above is true and correct. signature: f Date: December 10, 2012 Phone#: 50 790 Filleal only. Do not write in this area,to be completed by city or town official n: Permit/License# hority(circle one):Health 2.Building Department 3. City/`I'own CIerk 4.Electrical Inspector 5.Plumbing Inspector son: Phone#: I DELLB-1 OP ID:PR2 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/21/12 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(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. CONTAPRODUCER 860-652-3235 NAME, Corrine Sternberg Smith Brothers Insurance,Inc. 860-652-3236 PHONE g60-030-3234 Fvc No):860-652-3236 68 National Drive,Suite 2 alc No E,d Glastonbury,CT 06033-4314 A DRESS:esternberg@smithbrothersusa.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:First Mercury Insurance Co. 10657 INSURED Dellbrook Construction LLC INSURER B:Hartford Casualty Ins.Co. 29424 536 Granite St INSURER C:Starr Indemnity&Liability Co 38318 Braintree, MA 02184 INSURER D:Twin City Fire Insurance 29459 INSURER E:Navigators Pro INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUB POLICY EFF POLICY EXP LTR TYPE OF INSURANCEINSR WVD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE '$ 1,000,00 A X COMMERCIAL GENERAL LIABILITY X MA-CGL-0000013398-01 07/01/12 07/01/13 PREMISESDAMAGTO EaR occuNTEDrrence $ 5000 CLAIMS-MADE I I OCCUR MED EXP(Any one person) $ 5,00 X XCU-PER POLICY FORMS PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X PRO JECT ElLOC - Deduct $ 15,00 AUTOMOBILE LIABILITY - - COMBINED SINGLE LIMIT 1.000 DO Ea accdent $ B X ANY AUTO 02MCPHE3401 07/01112 07/01/13 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED - PROPERTY DAMAGE $ X HIRED AUTOS X. AUTOS Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,00 C EXCESS UAB CLAIMS-MADE SISCCCLO1831312 07/01/12 07/01113 AGGREGATE $ 5,000,00 DED I X I RETENTION$ 0 1st layer -$ WORKERS COMPENSATION - X WC STATU- OTH- AND EMPLOYERS'LIABILITY ORY L M T ER D ANY PROPRIETOR/PARTNER/EXECUTIVE F-- 02WELG3938 - 07/01/12 07/01/13 E.L.EACH ACCIDENT $ 1,000,00C - OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 E EXCESS LIABILITY NY11EXC7114561V 07/01/12 07/01/13 limit 20,000,00 2nd layer 20,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,.Additional Remarks Schedule,if more space is required) Re: Stage Coach Residences, Barnstable MA. ***SEE NEXT PAGE*** CERTIFICATE HOLDER CANCELLATION BARNSTB SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Barnstable HousingAuthority THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ut tY ACCORDANCE WITH THE POLICY PROVISIONS. 146 South Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE I�lw,�la.�S• l �y/ ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD NOTEPAD. HOLDER CODE BARNST13 DELLB-1 PAGE 2 INSURED'S NAME Dellbrook Construction LLC OP ID:'PR2 DATE 11121/12 Re:Stage Coach Residences,Barnstable MA. - Eastern Bank ISAOA/ATIMA,Attn:Loan Operations,151 Campanelli Drive, Middleborough,MA 02346. Massachusetts Housing Partnership Fund Board,a Massachusetts public instrumentality,and body politic and corporate having its principal office at 160 Federal Street,Boston,Massachusetts 02110,and its successors and assi ns. The Wommonwealth of Massachusetts,acting by and through the Department of Housing and Community Development under the Affordable Housing Trust Fund Statute,M.G.L.c.121 D,by the Massachusetts Housing Finance Agency,as Administrator,One Beacon Street,Boston Massachusetts 02108. The Commonwealth of Massachusetts acting and through the Department of Housing and Community Development' at its a%ress of 100 Cambridge Street, Suite NO Boston,Massachusetts 021Y4. Barnstable County HOME Consortium,acting by and through the Cape Cod Commission,at its address of 3225 Main Street Barnstable,MA 02630. Barnstable Affordable Housing and Growth and Development Trust,acting by and through the Town of Barnstable Growth Management Department at igs address of 367 Main Street,3rd Floor,Hyannis,MA 02601. CEDAC,ISAOA/ATIMA,One Center Plaza,Suite 350,Boston,MA 02108 are also included as Additional Insureds per policy forms. ' Dellbrook " r CONSTRUCTION February 13, 2013 Building Department Town of Barnstable 200 Main Street IIyalulis, MA 02601 RE: Stage Coach Residences, Barnstable MA Building Permit Dear Mr. Perry: I am writing to inforin you that Dellbrook Construction, LLC is in the process of finalizing contract agreements with the various subcontractors that will be responsible for work on the Stage Coach Project. Attached to this letter you will find copies of insurance certificates for those subcontractors that have been hired to date. As soon as the other contracts are finalized, Dellbrook Construction, LLC will provide you with a copy of those subcontractors insurance certificates as required. Please let me know if you have,any questions or continents regarding this matter. Sincerely, Dellbrook C ruction; LLC c Craig ri Project 536 Granite Street Braintree,MA 02184 Tel: 781-380-1675 Par: 781-380-1676 OP ID:YC ACORL7' DATE(MMIDDIYYYY) gr CERTIFICATE. OF LIABILITY INSURANCE 01/25113 1 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(ies) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Phone: 508-678-5267 CONTACT HADLEY INSURANCE AGCY INC NAME` 246 DURFEE STREET Fax: 508-673-0322 AIONN Ext: FALL RIVER,MA 02720 E-MAIL Christopher M.Hadley ADDRESS: ,PRODUCER ARAUJ-1 . j CUSTOMER ID#: - INSURER(S)AFFORDING COVERAGE NAIC# INSURED Araujo Bros.Plumbing& - INSURER A:Peerless Insurance Co. 24198 Heating, Inc. PO Box 50225 INSURER e:AmTrust North America New Bedford, MA 02745 wsuRERc: INSURER D: ' INSURERE: INSURER F: ' COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS; EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DD POLICY NUMBER MM/DD�YY MMIDD�YY LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00C A X COMMERCIAL GENERAL LIABILITY CBP8963061 05/31/12 05/31113 PREMISES 100,000 PREMISES Ea occurrence) 5 CLAIMS-MADE a OCCUR MED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG 5 2,000,000 —1 POLICY X PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 5 1,000,000 (Ea accident) A ANY AUTO BA9037667 05/31/12 05/31113 BODILY INJURY(Per parson) 5 ALL OWNED AUTOS BODILY INJURY(Per accident) $ X SCHEDULED AUTOS PROPERTY DAMAGE 5 X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ • S X UMBRELLA LIAR X OCCUR EACH OCCURRENCE 5 5,000,000 EXCESS LIAB CLAIMS-MADE _ AGGREGATE $ 5,000,000 A - CU_9037668 05/31/12 05/31113 DEDUCTIBLE S _ X RETENTION S 10,000 5 WORKERS COMPENSATION X T RY IMIUS OE H AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN - - WWC3039694 � 06109112 06/09/13 E.L.EACH ACCIDENT �- S. - 1,000,000 OFFICERIMEMBER EXCLUDED? �.NIA . (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under - - - - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Project: Stage Coach Road Residences CERTIFICATE HOLDER CANCELLATION L DELLBRO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Dellbrook Construction,LLC ACCORDANCE WITH THE POLICY PROVISIONS. 536 Granite St Braintree,MA 02184 AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD r i Aco CERTIFICATE OF LIABILITY INSURANCE- DATE(MMIDDIYYYY) 2/7/2013 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 i 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(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rightsto the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT Thomas Murray I NAME: y Marketing. Associates Insurance Agency, Inc. PH (617)964-5340 FAX A/ ONEC No:(617)965-1843 150 Wells Avenue E-MAILss:�urray@telamonins.com ADDREINSURERS AFFORDING COVERAGE . NAIC# Newton MA 02459 INSURERA:Peerless Insurance Company , 24198 INSURED INSURERB:Excelslor Insurance Co. 11045 Dandis Contracting Inc INSURERc:Chartis Specialty Insurance Co. I 636 Washington St INSURERD: 1 Suite 12 - INSURERE: i Canton MA 02021 INSURERF: COVERAGES CERTIFICATE NUMBER:CL1252408568 REVISION NUMBER: If THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD { INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR TYPE OF INSURANCEADDLSUBR POLICY EFF POLICY EXP LTR S - D POLICY NUMBER MMIDOIYYYY MMIDD/YYYY LIMITS - GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 { X COMMERCIAL GENERAL LIABILITY DAMAG O RENTED— PREMISES We occurrence $ 300,000 i A CLAIMS-MADE ❑X OCCUR 6727594 /29/2012 /29/2013 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 I POLICY X I PRO- LOC $ ' AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 ( BODILY INJURY Per person) $ i B ANY AUTO ( P ) ALL OWNED X SCHEDULED A6333233 /29/2012 /29/2013 AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED - PROPERTY DAMAGE ! X HIRED AUTOS X -AUTOS Per accident) $ I 810P $ X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 5,000,000 j A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DIED I X I RETENTION$ 10,00C U8852339 /29/2012 /29/2013 $ WORKERS COMPENSATION - - WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN _LIM ANYJTOR ER PROPRIETOR/PARTNER/EXECUTIVE❑ NIA A ill be sent under E.L.EACH ACCIDENT $ _ OFFICER/MEMBER EXCLUDED? a erate Certificate (Mandatory In NH) P E.L.DISEASE-EA EMPLOYE $ j I(yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Excess Liability ECO 54803955 /29/2012 /29/2013 Each Occ/Aggregate $5Mil / $5Mi1 j C Pollution Liability �CP04413830 /09/2012 /09/2015 Each Occ I Aggregate $1Mi1 / $3Mi1 I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,it more space Is required) i Project Name: Stage Coach Residences **See Next Page** I i i I CERTIFICATE HOLDER CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED.POLICIES BE CANCELLED BEFORE - THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Dellbrook Construction, LLC ACCORDANCE WITH THE POLICY,PROVISIONS. 536 Granite Street AUTHORIZED REPRESENTATIVE -Braintree, MA 02184 Michael Susco/SUSAN ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION, All rights reserved. i INS025 i7ninnSlnl Tha ATOP 1 name anti Innn era ranic4aratl marlec of ACC1Rn i COMMENTS/REMARKS i i Dellbrook Construction, LLC, Barnstable Housing Authority, 'Barstable Affordable Housing and Growth and Development Trust, Barstab.le County HOME Consortium, Eastern Bank i ISAOA/ATIMA, Massachusetts Housing Partnership Fund Board, The Commonwealth of I Massachusetts, and CEDAC, ISAOA/ATIMA are listed as named insureds on a primary and non-contributory basis on the General Liability, Automobile, and Excess/Umbrella liability policies as required by a written contract. Waiver of subrogation in favor of Dellbrook Construction applies on all policies. • , i i I OFREMARK COPYRIGHT 2000, AMS SERVICES INC. ,ACORQ, CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 01/30/2013 PRODI;t'.FR 978.887.4900 FAX 978.887.2404 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Edward F. Sennott Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND EXTEND OR 16 South Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. 0. Box 457 Topsfi el d, MA 01983 INSURERS AFFORDING COVERAGE NAIC# INSURED General Air Conditioning & Heating, Inc. INSURER A: Charter Oak Fire Insurance Co. 25615 j 7 Gaston Street INSURER B: Travelers Prop Cas CO of Amer I Dorchester, MA 02121 INSURERC: Phoenix Insurance Company i INSURER D: I INSURER E: I COVERAGES i I THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING 1 1 ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR j 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 POLICYM EFFECTIVE POLICY EXPIRATION LTR NSRD DATE M/DD/YYYY) DATE MMIDD/YYYY LIMITS GENERAL LIABILITY 1598P166COF-12 10/25/2012 10/25/2013 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENT COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 300,000 r� CLAIMS MADE OCCUR MED EXP(Any one person) $ 5 000 I A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X JE 0T PRO- LOC AUTOMOBILE LIABILITY BA1602PO67-12 10/25/2012 10/25/2013 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 I ALL OWNED AUTOS BODILY INJURY j - B SCHEDULED AUTOS (Per person) $ li HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) I PROPERTY DAMAGE $ (Per accident) i GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ I ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY CUP1957P769-12 10/25/2012 10/25/2013 EACH OCCURRENCE $ 10,000,000 I X OCCUR CLAIMS MADE - AGGREGATE $ 10,000,000 B $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION UB6926PS73 02/22/2012 02/22/2013 X I TORY LIMITS I I DER AND EMPLOYERS'LIABILITY Y I N ANY PROP RI ETOR/PARTNER/EXECUTIVE❑ E.L.EACH ACCIDENT $ 500,000 C OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 if yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 I OTHER i I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS e: Stage Coach Road Residences: See Attached list for additional insureds. or Work Performed by General Air Conditioning & Heating Inc. at the Stage Coach Road Residences, i 71 named insureds are on a primary and non-contributory basis on the General Liability per attached Form CGD246(08-05) and Business Auto primary wording per CA0001(3-10) page 9. aiver of Subrogation in favor of Dellbrook Construction applies on the GL Auto and WC. CERTIFICATE HOLDER CANCELLATION i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION I DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Del 1 brook Construction, LLC IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 536 Granite Street REPRESENTATIVES. Braintree, MA 02184 AUTHORIZED REPRESENTATIVE /J Robert Sennott/LAR ACORD 25(2009I01) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD I I i i Dell brook Construction, LLC Certificate issued to Dellbrook Construction, LLC 01/30/2013 i Edward F. Sennott Insurance Agency, Inc. I 01/30/2013 Assitional insureds: Barnstable Affordable Housing and Growth Development Trust, Barnstable County Home Consortium, Barnstable Housing Authority, Dellbrook Construction, LLC, Eastern Rank ISAOA/ATIMA; Massachusetts Housing Partnership Fund Board, The Commonwealth of Massachusetts, CDAC, ISAOA/ATIMA and Brown Lindquist Fenuccio & Raber Architects. i I I I I r r - . OP ID:TD CERTIFICATE OF LIABILITY INSURANCE °AT01/3 01130/10/1 YYY' 3 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 INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements . PRODUCER 781-935-8480 NAME: DeSanctis Insurance Agcy, Inc. 781-933-5645 PHONEo.Ext): a No): 100 Unicorn Park DriveFAX EMAIL Woburn, MA 01801 ADDRESS: UCER CUSDOMER ID :MELLO-2 INSURERS AFFORDING COVERAGE NAIL# INSURED Mello Electric Co., Inc. INSURER A:Selective Insurance Co of SC 12572 138 Morgan Street INSURER B: Fall River, MA 02721 INSURER C 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH.THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDD/YYYY MMIDD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY S1995891 01101/13 01/01/14 DAMAGE TOREN E 100000 PREMISES Ea occurrence) $ , CLAIMS-MADE I J OCCUR MED EXP(Any one person) $ 10,000 X Blanket Cont. PERSONAL&ADV INJURY $ 1,000,000 X XCU E I N� GENERAL AGGREGATE $ 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: {ag PRODUCTS-COMP/OP AGG, $ 3,000,000 POLICY X JECT PRO- LOC r 2313 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO NOV.- BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY A X SCHEDULED AUTOS A9095233 01101/13 01/01/14 PROPS TYDA (Peraccidenl) $ PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNEDAUTOS $ $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $ 51000,000 A S4995891 01l01/13 01/01/14 DEDUCTIBLE $ X RETENTION $ None WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N A ANY PROPRIETOR/PARTNER/EXECUTIVE WC7956268 01/01/13 01/01/14 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? ❑N N l A (Mandatory in NH) (MA,RI) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500 000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) "ADDITIONAL INSUREDS LIMITS ARE NO GREATER THAN THOSE REQUIRED BY WRITTEN CONTRACT".Project:Stage Coach Road Residences.For the work performed by Mello Electric Co,at the Stage Coach Road Residences.**See Attached list of Additional Insureds..**All Named Insureds are on a primary and non-con ributory basis on GL/AU 0 UMB.Waiver of Subrogation in favor.... CERTIFICATE HOLDER CANCELLATION DELLB-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Dellbrook Construction, LLC THE EXPIRATION DATE TH F, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLIC OVISIONS. . 536 Granite Street Braintree, MA 02184 AUTH IZED REPRESENT IVE ©1 88-2009 ACORD CORPORATION. All rights reserved. . ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD I HOLDER CODE DELLB.l MELL0-2 PAGE 2 NOTEPAD: INSURED'SNAME Mello Electric Co., Inc. OP ID:TD DATE 01/30/13 of Dellbrook Construction applies to all policies. ENDORSEMENT ATTACHED. . i i i Project: Stage Coach Road Residence, 70 Stage Coach Road, Centerville,MA Named Additional Insureds that trust be listed on certificates of insurance: 1. Barnstable Affordable Housing and Growth and Development Trust, acting by and through the Town of Barnstable Growth Management Department at its address of 367 Main Street, Yd Floor,Hyannis,MA 02601; 2. Barnstable County HOME Consortium,acting by and through the Cape Cod Comnussion,at its address of 3225 Main Street, P.O. Box 226,Barnstable,MA 02630;. 3. Barnstable Housing Authority, 146 South Street,Hyannis,\4A 02061; 4. Dellbrook Construction,LLC, i3G Granite Street,Braintree,MA 02184; 5. Eastern Bank ISAOA/ATIMA Attn: Loan Operations 151 Campanelli Drive Middleborough,MA 0?346 6. Massachusetts Housing Partnership Fund Board,a Massachusetts public instrumentality and body politic and corporate having its principal office at 160 Federal Street, Boston,Massachusetts 02110, and its successors and assigns; 7. The Commonwealth of Massachusetts,acting by and through the Department . of housing and Community Development under the Affordable Housing Trust Fund Statute,M.G.L. c. 121D,by the Massachusetts Housing Finance Agency, as Administrator One Beacon Street,Boston,Massachusetts 02108; 8. The Commonwealth of Massachusetts,acting by and through the Department of Housing and Community Development,at its address of 100 Cambridge Street, Suite 300,Boston,Massachusetts 02114; 9. CEDAC, ISAOA/ATIMA One Center Plaza, Sui.Ee 350 .Boston, MA 02108 10. Brown Lindquist Penuccio & Raber Architects 203 Willow Street,Yarmouthport, MA 02675 DATE f A�" CERTIFICATE OF LIABILITY INSURANCE Pa e 1 of 2 F01/28/2013v g ' 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)nnlst be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to.the certificate holder in lieu of Such endorsement(s). PRODUCER CONTACT NAME: Willis of Massachusetts, Inc. PHONE FAX c/o 26 Century Blvd. A/C No EXT: 877-945-7378 ac o: 888-467-2378 P. O. Box 305191 ADDRESS: certificatesCawillis.com Nashville, TN 37230-5191 INSURER(S)AFFORDINGCOVERAGE NAICII INSURERA: Liberty Mutual Fire Insurance Company 23043-904 INSURED INSURERB: Liberty Mutual Insurance Company 23043-004 P.S. Spillane Company 97 Tileston Street INSURERC: Starr Indemnity and Liability Company 3831E-002 Everett, MA 02149 INSURER D:The First Liberty Insurance Corporation 3358E-001 INSURER E: Navigators Insurance Company 42307-001 INSURER F: COVERAGES CERTIFICATE NUMBER: 19303339 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED.BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPEOFINSURANCE DD' SUB POLICY POLICY EFF POLICY EXP LIMITS LTR NSRD WVD MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY y Y TB2-Z11-256970-082 3/1/2012 3/l/2013 EACHOCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMIS TO RENTED PREMISES Eaoccurence $ 300,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 10 0 0 0 X XCU Included PERSONAL&ADV INJURY $ 1,000,000 X Contractual Liability GENERAL AGGREGATE $ 2, 00,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $. 2,000,000 riPOLICY X PRCOT X LOC $ COMBINED SINGLE LIMIT B AUTOMOBILE LIABILITY y Y AS2-Z11-256970-022 3/1/2012 3/1/2013 (Ea accident) $ 1,000,000 rX ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDNSCHEDULED AUTOS AUTOS BODILY INJURY(Peraccident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ UMBRELLALIAB X OCCUR y Y SISCCCL00007711 3/1/2012 3/1/2013 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5 000,000 DED X RETENTION$ 3.0,000 $. D WORKERS COMPENSATION Y WC6-Z11-256970-152 3/1/2012 3/l/2013 X TORSL,,IAlu eR AND EMPLOYERS'LIABILITY .ANY PROPRIETOR/PARTNER/EXECUTIVEYII- N/A E.L.EACHACCIDENT $ _1,000;000 OFFICER/MEMBER EXCLUDED? ftndatoryInNH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 ff yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 E Excess Umbrella Y Y NYIIEXC725017IV 3/1/2012 3/1/2013 $5,000,000 xs $5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach Acord 101,Addilonal Remarks Schedule,It more space is required) Project: Stage Coach Road Residence, 70 Stage Coach Road, Centerville, MA. General Liability Policy: GL FORM # CG 00 01 1207 NO General Liability Deductible Re: Work performed by P.J. Spillane Co. Inc. at the Stage Coach Road Residences. CERTIFICATE HOLDER CANCELLATION ; SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE,POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Dellbrook Construction, LLC 536 Granite Street Braintree, MA 02184 Coll:3988854 Tp1:1411086 Cert:19303339 ©1988-2010ACORD CORPORATION.All rights reserve( ACORD 25(2010/05) The ACORD name and logo are registered marks of',ACORD AGENCY CUSTOMER ID: 122456 i LOC#: i aCCOR" ADDITIONAL REMARKS SCHEDULE Page z of 2 AGENCY NAMED INSURED P.J. Spillane Company Willis of Massachusetts, Inc. 97 Tileston Street POLICY NUMBER Everett, MA 02149 See First Page CARRIER NAIC CODE See First Page EFFECTIVE DATE; See First Page ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE 1) Barnstable Affordable Housing and Growth and Development Trust, acting by and through the Town' of Barnstable Growth Management Department at its address of 367 Main Street, 3 Floor, Hyannis, MA j 02601; 2) Barnstable County HOME Consortium, acting by and through the Cape Cod Commission, at its address' of 3225 Main Street, P. 0. Box 226, Barnstable, MA 02630; 3) Barnstable Housing Authority, 146 South Street, Hyannis, MA 02061;: 4) Dellbrook Construction, LLC, 536 Granite Street, Braintree, MA 021841 5) Eastern Bank ISAOA/ATIMA, Attn: Loan Operations, 151 Campanelli Drive( Middleborough, MA 02346. 6) Massachusetts Housing Partnership Fund Board, a Massachusetts public instrumentality and body politic and corporate having its principal office at 160 Federal Street, Boston, Massachusetts 02110, and its successors and assigns; 7) The Commonwealth of Massachusetts, acting by and.through the Department of housing and Community Development under .the Affordable Housing Trust Fund Statute, M.G,L. c. 121D, by the Massachusetts Housing Finance Agency, as Administrator, One Beacon Street, Boston, Massachusetts' 02108; 8) The Commonwealth of Massachusetts, acting by and through the Department of Housing and Community Development, at its address of 100 Cambridge Street, Suite 300, Boston, Massachusetts 02114; 9) CEDAC, ISAOA/ATIMA, One Center Plaza, Suite 350, Boston, MA 02108. and 10) Brown Lindquist Fenuccio & Raber Architects, 203 Willow Street, Yarmouthport, MA 02675 are included as Additional Insureds as respects to General Liability, Auto Liability and Umbrella/Excess Liability, per written contract. General Liability, Auto Liability and Umbrella/Excess Liability policies shall be Primary and Non-contributory with any other insurance in force for or which may be purchased by Additional Insureds Waiver of Subrogation applies in favor of Additional Insureds with respects to General Liability, Auto Liability, Umbrella/Excess Liability and Workers Compensation as permitted by law. ACORD 101 (2008/01) Coll:3988854 Tpl:1411086 Cert:19303339 ©2008 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD FEB-01-2013 19: 15 From:4017620139 --0 p�`y°r r}— Page:1/6 •�,.�^� OP 10: SH CERTIFICATE 4F LIABILITY INSURANCE °AT01/30/1`3'�) THIS CERTIF;CATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS i 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(5), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: IF the certificate holder Is an ADDITIONAL"INSURED, the pollcy(ies) must be endorsed, .if SVSROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this Certificate does not eontor rights to the certificate holder in lieu of such andorsement s . _ PRODUCER 401-762-221B NAMEA T ' Soucy Insurance Agency PHONE FAX Ocean Star Ins&SS Agency Inc 401-762 0134 No Ext:-, IaC,,NoL i J 362 Rathbun Street a��L ADDRESS: Woonsocket,RI 02895.1299 -PRODu E a•� Soucy Insurance Agency c sTDMISELCO-1 INSURER(S)AFFORDING COVERAGE NAIL Q j IN$URED Belcour Corporation' INSURERA;Ohio Mutual Insurance Group 10202 Donald Cournoyer INSURERS A.I.M PO Box 813 - — - INSURERc: Woonsocket,RI 02895 INSURER D: , i IN9VRER E INSURFR F: •• •• - i COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: i THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TCRMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ITT TYPE OF INSURANCE POLICY NUMBER MM ODr POLICY M ODmYY 1JMIT8 iGENERAL LIABILITY EACH OGGURI:@NCE 8 1,000,00 A COMMERCIAL GENERALLIAOILITY X X 13P0003501 08120112 08126113 nEM)BE�S.�LC•a�wencei s 60,000 CLAIMS-MADE FRI OCCUR MED EXP(Any orla 0ereon) S 5,00 PERSONAL&ARV INJURY S 1,000,00 I GENERALAGGREGATE b 2,000,000 (dFN'i AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMPIOP AGG 3 2,000,000 POLICYPRO- X I or, s AUTOMOBILE LIABILITY X X COMBINED SINGLE LIMIT 3 1,000,00 l X . X ANY AUTO CPP0005446 06101112 06101/13 DODILY INJURY . _ OOILURY(Per Orion) G ALL OWNED AUTOS BUUILY INJURY(Per ecGtlenU E SCHCDULED AUT06 PROPERTY DAMAGE - X HIRED AUTOS (Per accwonq $ ' X NON-OWNED AUTOS S „ E UMBRELLA LIAB X OCCUR EACH OCCURRENCE S 5,000,00 �( EXCESS LIAB CLAIMS•MADE AGGHEGA1E $ 5,000,00 A -' X X C0000735 08/78/12 08126113 DEDUCTIBLE •„ _ G - X RETENTION E E WORKERS COMPENSATION X WC 5�'ATU- OTH AND EMPLOYERO'LIABILITY T.ORY ER 8 ANY PROPRIE"IORIPARTNERIEXECUTIVE Ta N/A WC0000136496 11101112 11/01113 EL EACH ACCIDENT 5 600,000 OFFICEN/MEMBER EXCLUDED7 " (Mandatory In NH) E.L DISF,ASE-EA EMPLOYEE S - 500,00 Hyyes desaribeunder - pFS�RIPTION OF OPERATIONS below E.L.DISEAK-POLICY LIMIT E t)OO,OO DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (AIUen ACORD 101,Addlllonal RemiO4 Schedule,if more space to required) Project:Stage Coach Residence,70 Stage Coach Road,Centerville^ Additionally maured:(see notes).For the work performed by Selcour Corp. at tho Ste a Coach Residences,All Named Insureds are On a primary and non-contributory basis an the General Liability,Automobile,and Excess Ilabilft policies.Waivar of su in favor of Dellbrook Construction CERTIFICATE HOLDER CANCELLATION DELLBRO SHOVLO ANY OF THE ABOVE DESCRIBED POLICIES AE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Oallbrook Construction,LLC ACCORDANCE WITH THE POLICY PROVISIONS, 636 Granite Street Braintree,MA 02164 AUTHORIZED REPRESENTATIVE Soucy Insurance Agency 0 1988-2009 ACORD CORPORATION, All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORID FEB-01-2013 14:15 From:4017620134 Pa9e:2,6 NOTEPADeELca-1 PAGE 2 INSURED-S NAME Belcour Corporation' OP ID: SH DATE 01130/13 app Ies'to all po c es. .. - - Named Additional Insureds are: 1.Barnstable Affordable Housing an jGrowth and Developmgpt Trust,acting b and thTynh thq Town of Barnstab @,Growth Management Department at its a�dress off 33V am Street 3rd Floor,Flyannis, MA 01U61 2,Bar"tabie Coun HOMt Cc rtium,acting by ar�d through tho Cape Cod ar� Com $$$$ion,at its�ddress of 3�125 Main Street;P.O,9cx 226, Barnstable, MA 02630 3.Barnstable Housing AutItzity 146 South(}(lain St,Ceet, 11 annis, MA 02061 4. ellbrook Construction LLC, W Granite Street,9ramMW MA 02184 5. Easter Band ISAOAlATIMA Attn: Loan 0 qr Lions 151Campane� ve Middiebqrougg , A 02346 6.Massachusetts Housing Partnership Fund Board,a Massachusetts public instruTentalityend bodyy politicM�n02110pand Its suc a sorer anldgaasffgna at 160 ederal Street, Bds on, 7.The Commonwealth of•Massac usctts actin g throw h the Department of Hpt�si g and Commune�y Deve ogmen�un, t e ordabl�Housing rust Fund 5�aVvte, M.G.L.c.121D,by t11 Massachusetts Housing Finance Agency, as Administrator One $eacon Street Boston, MA 02108 8.The ommonwealfh of Massachusetts acting 4�and througrih the pgpartment f Housing and Communittyy Developmenk,at its a dress of ldb Cam ridge gtreett,, Suite 30 ton MA 02114 9. CEDAC, IS�t JAY,MA One r aza Suite 350 Boston,Cen A�f12106 1 O.Brown In quilt Fenuccic S Reber Architects 203 Willow Street,Yarmouthport,MA 02675 IW 1 HOLDER CODE DELLBRO ARAUJ-1 PAGE 2 NOTEPAD. I INSURED'S NAME Araujo Bros.Plumbing & OP ID:YC DATE 01/25/13 Project: Stage coach Road Residence,70 Stage Coach Road, Centerville,MA j Additional Insureds: 1. Barnstable Affordable Housing and Growth and Development Trust,actin b and throuah_ the Town of Barnstable Growth Manaqement Department at iTs a dress of 367 Main St. 3rd floor,H annis MA 0260T 2. Barnstable County Dome Consortium, acting by and through the Cappe cod Commission,at its address of 3225 Main St, PO Box 226, Barnstable MA02630 3. Barnstable Housing Authority 146 South Street,Hyannis, MA 02061 4. Dellbrook Construction LLC,�36 Granite Street, Braintree, MA 02184 5. Eastern Bank ISAOAIATIMA,attn: Loan Operations, 151 Campanella Dr., Middleborough, MA 02346 I 6. Massachusetts Housing Partnership Fund Board, a Massachusetts public instrumentality and body politic and corporate having its principal office at 160 Federal St., Boston, MA 02110,and its successors and assigns 7. The Commonwealth of Massachusetts acting by and through the Department of Housing and Community development under the Affordable Housing Trust fund Statute, M.G.L.c. 1121 D, by fhe Massachusetts Housing Finance Agency,as Administrator One Beacon St., Boston, MA 02108 1 8. The Commonwealth of Massachusetts acting by and through the Department of Housing and Community development,at its address of 100 Cambridgge St. Suite 300, Boston, MA 02114 9. CEDAC, 15AOAIATIMA,One Center Plaza,suite 350 Boston MA 02108 10. Brown Lindquist Fenuccio& Raber Architects,20J willow tt. Yarmouthport, MA 02675 i , I i f i l • i ' • N • : ' 1 : 203 WILLOW STREET , SUITE A YARMOUTHPORT MASSACHUSETTS 02675 TRANSMITTAL LETTER PROJECT: 70 Stage Coach Rd. ARCHITECT'S (name,address) Centerville, MA PROJECT NO: DATE: 5 February 2013 F TO: Tom Perry If enclosures are not as noted,please Building Commissioner inform us immediately. (Via Hand Delivery) If checked below, please: ATTN: O Acknowledge receipt of enclosures. L O Return enclosures to us. WE TRANSMIT: (X) herewith O under separate cover via O in accordance with your request FOR YOUR: ( ) approval ( ) distribution to parties ( ) information ( ) review&comment ( ) record (X) use ( ) THE FOLLOWING: Q7 (X) Drawings O Shop Drawing Prints O Samples w O Specifications O Shop Drawing Reproducibles O Product Literature O Change Order (X) V Q COPIES DATE REV. DESCRIPTION FACTION NO. CODE 3 2/5/13 Address Plans as requested M , ACTION A. Action indicated on item transmitted D. For signature and forwarding as noted below under REMARKS CODE B. No action required E. See REMARKS below C. For signature and return to this office REMARKS COPIES TO: (with enclosures) r BY: Tim Sawyer BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 11 September 2013 Thomas Perry, Building Commissioner `a Town of Barnstablea t a 200 Main St. y Hyannis,MA 02601 RE: Submittal of Controlled Construction Report No. 3 12 Unit Housing Development for Barnstable Housing Authority, 70 Stage Coach Rd. & 151 Oak Street, Centerville f"' Dear Mr. Perry, rn Construction activities have been progressing well at the subject project since our last construction report in August. Over the past month, the following general work has occurred: 1. Remaining site utility services have been installed 2. The parking and drive areas have been graded and binder paving has been installed 3. Mechanical, Electrical, Plumbing& Fire protection roughs have been largely completed and inspected. 4. Insulation is largely complete in 2 of the buildings and has begun in the 3rd 5. GWB work is nearing completion in 2 buildings and with 3`d soon to start Briggs Engineering & Testing has been retained for compaction and concrete testing. Their reports during this period are attached. The structural engineer of record has been to the site to inspect progress and his reports are attached. The MEP &FP engineers have been on site for rough inspections and their field reports are attached. All appropriate town inspections have been conducted to date. We have been conducting weekly job site meetings to monitor work in progress and adherence to the construction documents. All work completed to date has been done in a good and workmanlike manner and in accordance with the construction documents. A series of testing reports and progress photographs are included for your reference. If you have any questions, please feel free to contact me at any time. Sincerely, Tim Sawyer CC: Jeff Lauzon(Barnstable Building Dept.) Tom Shevory (Dellbrook Construction) Sandee Perry (Barnstable Housing Authority) Kevin Maguire (Oxbow Partners) Rick Fenuccio (BLF&R Architects, Inc.) 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 CONSULTING STRUCTURAL ENGINEER, INC. 53 Knox Trail, Suite 201 978-461-6100 Acton, MA 01720 www.cse-ma.com September 9, 2013 Tim Sawyer, RA Brown Lindquist Fenuccio & Raber Architects, Inc. 203 Willow Street - Suite A Yarmouthport, MA 02675 Tim _capearchitects.com RE: Building #1 Structural Field Report#5 70 Stage Coach Road Centerville, MA Date of Site Visit: September 5, 2013 Present during site visit: Brian Walsh (CSE) Phil Crear (Dellbrook Construction) Alan Summerly (Dartmouth Building Supply) Tom Shevory (Dellbrook Construction) Tim Sawyer (BLF&R) The following was noted during the site visit: . 1. All structural systems within the building are observed to be substantially complete as of this observation. 2. Deck construction is ongoing: a. Remove and reset concrete piers that are out of alignment. b. Provide ledger lok screws on the ledger boards. c. Provide deck bracing per detail 7/S5.1. The above items were reviewed with the project superintendent prior to my, departure from the site. Sincerely, ,/ J 0FWALSH Rys�� STRUCTURAL Z4 No.46077 Brian A. Walsh, P.E. Consulting Structural Engineer, Inc. CONSULTING STRUCTURAL ENGINEER, INC. 53 Knox Trail, Suite 201 978-461-6100 Acton, MA 01720 www.cse-ma.com September 9, 2013 Tim Sawyer, RA Brown Lindquist Fenuccio & Raber Architects, Inc. 203 Willow Street- Suite A Yarmouthport, MA 02675 Tim _capearchitects.com RE: Building #2 Structural Field Report#3 70 Stage Coach Road Centerville, MA Date of Site Visit: September 5, 2013 Present during site visit: Brian Walsh (CSE) Phil Crear (Dellbrook Construction) Alan Summerly (Dartmouth Building Supply) Tom Shevory (Dellbrook Construction) Tim Sawyer (BLF&R) The following was noted during the site visit: 1. All structural systems within the building are observed to be substantially' complete as of this observation. 2. Deck construction is ongoing: a. Remove and reset concrete piers that are out of alignment. b. Provide ledger lok.screws on the ledger boards. c. ,Provide deck bracing per detail 7/S5.1. The above items were reviewed with the project superintendent prior to my departure from the site. ° Sincerely, B RN cy WA3.SH R ; STRttG'URA� NO 46®77 Brian A. Walsh, P.E. �Qrv�ty Consulting Structural Engineer, Inc. CONSULTING STRUCTURAL ENGINEER, INC. 53 Knox Trail, Suite 201 978-461-6100 Acton, MA 01720 www.cse-ma.com September 9, 2013 Tim Sawyer, RA Brown Lindquist Fenuccio & Raber Architects, Inc. 203 Willow Street- Suite A Yarmouthport, MA 02675 Tim(-capearchitects.com RE: Building #3 Structural Field Report#3 , 70 Stage Coach Road Centerville, MA Date of Site Visit: September 5, 2013 Present during site visit: Brian Walsh (CSE) Phil Crear (Dellbrook Construction) Alan Summerly (Dartmouth Building Supply) Tom Shevory (Dellbrook Construction) Tim Sawyer (BLF&R) The following was noted during the site visit: 1. All structural systems within the building are observed to be substantially complete as of this observation. 2. Deck construction is ongoing: a. Remove and reset concrete piers that are out of alignment. Includes left side piers of center deck. b. .Provide ledger lok screws on the ledger boards. c. Provide deck bracing per detail 7/S5.1. The above items were reviewed°with the project superintendent prior to my departure from the site. Sincerely, --� �,ff "OF lrVAt.SEi �a S7FttICTtlM N0.46077 Brian A. Walsh', P.E. � oNAL Consulting Structural Engineer, Inc. B1 R BIII1.1 IN[: F." ;IN F.VRIN(: RF.%(IJIMt r%. T,c_ ROUGH PUNCH LIST DATE: August 19,2013 PROJECT: Stage Coach Road Housing Development—Centerville, MA BY: Tom Wiltshire-Mechanical Doug Curry-Electrical Chris Uniacke—Plumbing/Fire Protection Representatives of this office visited the job site for the above referenced project on August 7, 2013. The purpose of the visit was to perform a rough punch list of the Mechanical, Electrical, Plumbing, and Fire Protection Systems. In general,the work observed appears to be in accordance with the Contract Documents and State and Local Codes, except as noted herein. HVAC: 1. Installation of heating piping in progress. 2. No piping insulation has been installed at time of visit. 3. No hot water baseboard has been installed at time of visit. 4. -No boilers or boiler accessories have been installed at time of visit. 5. Boiler intake:and vent piping has been installed and is properly supported. 6. Bathroom exhaust fans have been installed and ducted to exterior wall caps; all ductwork joints have been sealed. 7. Kitchen exhaust hood exhaust ductwork installation in progress. 8. Building 3 rough-in is just underway at time of visit. ELECTRICAL: 1. Underground piping has been installed and partially covered at Building 2. 2. Rough wiring is underway. Wiring at outlets and panel location is incomplete at Building 2. 3. No firestopping has been done in Building 2. 4. Building 1 rough-in is complete with the exception of the basement area where wiring has been pulled but not terminated in junction boxes. Firestopping is underway. 5. Rough-in of Building 3 was just underway at the time of our visit. 66 Main Street North Easton,Massachusetts 02356 T 508230.0260 1 F 508.230.0265 BER cni BER-eneineering.com R\12110\Correspondence\Punch List(Rough)August 19 2013(08.07.13 Visit).doc MEP/FP Rough Punch List (date of visit August.7.2013) Re: Stage Coach Road Housing—Centerville,MA August 19,2013 Page 2 PLUMBING: 1. Plumbing rough-in is ongoing in Buildings 1 and 2 on the first and second floors. 2. No equipment or plumbing in Basement at time of visit. 3. Building 3 rough-in is just getting underway at time of visit. FIRE PROTECTION: 1. Fire protection rough-in is ongoing in Buildings 1 &2. 2. Building 3 rough-in is just getting underway at time of visit. 66 Main Street North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-en ing eering com P:\12110\Correspondence\Punch List(Rough)August 19 2013(08.07.13 Visit).doc Ar.3603136 IBROGG Briggs Engineering & Testi:ng August 9, 2013 Briggs Prod Na..,:: 26889. B.L.F. & R. Architects, Inc. 203 Willow Street, Suite.A Yarmouthport, MA 02675 Attn: Mr. Tim Sawyer MOISTURE/ DENSITY RELATIONS OF SOILS STAGE COACH.RD./CENTERVILLE REFERENCE NUMBER. M72.312r5 SPECIMEN One sample of'.Gravelly Sand from ;Off Site. METHOD OF ANALYSIS ASTM / AASWQJ D 1557 = METHOD RESULTS Maximum Dry Density (pcf) 135:.9 Optimum Moisture (°/6) 5.9 Oversize Correction (%) 24 REMARKS The proctor results:are for use in comparing actual in-place density test Oversize correction'performed in accordance:. With ASTM D 4718. Respectfully submitbeA, BRIGGS:ENGINEERING.&.TESTING A Division of PK Associates; Inc, Sean:Skorohod, Director of Testing Services Construction Technology Division Enclosures: graph vww briggsenginee'ring com I OO V✓eymottth Street- Unit C-2 56 Roland Street-Suite 1024 10O.P.ound Read Rockland MA 0237o Boston]MA 02129 Cumberland,ki 6286 Phone(781) 891-6040 -Tax (;78.1).97�1-434Q Phoile (617)666-6040 Phone(401):;658 2990• Fax(401):;658-2977 BpIGG:S: Briggs Enginee;'ring & T:esfl Diristoit of PK Associates, Inc.. O-W PROJECT: STAGE COACH RD. CENTERVILLE PROJECT NO 26889 SAMPLE NO.: M=23125 DATE: 8/9/15 Moisture / Density Relations Curve; 140: 139 138 , 137 • 136 135 134 a 133; • 132 N 131: At C 130 : 129 128 127 126- 125 124 123 122 121 ,120 . 1 2 S 4' 5< 6 7 8i 9 10 11 Moisture, Max. Dry Unit Opf rnum Oversize Corrected a, Wei "`ht cf Moisture % Correction % T: 13 5 4 5.:.9 24 F Daily Report FI5143 Briggs Engineering&Testing PROJECT: STAGE COACH RD./CENTERVILLE A Division of PK Associates,Inc. PROJECT#: 26889 INSPECTOR: Joe Umano EMP.#: REPORT#: DATE: 08/08/13 CODE: ARR.TIME: JOB HRS.: T.T.: MILEAGE: TEMP.: H L WIND: H L HUMID: H L NO.OF PAGES TO THIS REPORT. INO.OF BACKUP PAGES TO THIS REPORT: I reported to the above mentioned project site to perform the scheduled soil compaction inspection. Area was not ready for testing at the time. I obtained a new soil sample and transported it to the Briggs Laboratory for testing. 1 ® 100 Weymouth St.,Unit B-1,Rockland,MA 02370 ❑ 100 Pound Rd.,Cumberland,RI 02864 Approved: c.s.rev 2,02 Director of Field Operations: Sean Skorohod LN Daily Report Briggs Engineering&Testing PROJECT: STAGE COACH RD./CENTERVILLE A Division of PK Associates,Inc. PROJECT#: 26889 INSPECTOR: Peter Dorrance EMP.#: REPORT#: DATE: 08/09/13 CODE: ARR.TIME: 1:00 JOB HRS.: 2.5 T.T.: 3 MILEAGE: TEMP.: H L x WIND: H x L HUMID: H x L SUNNY NO.OF PAGES TO THIS REPORT: NO.OF BACKUP PAGES TO THIS REPORT: Upon arrival to the site I proceeded to perform soil compaction tests. I was unable to conduct any tests due to heavy rain. I notified site supervisor,Nick(Smokey)and Tim. I tried several times to conduct tests when the rain slowed,'but I was unable to conduct any compaction tests. Before I departed from the site I spoke to Nick and Tim. ® 100 Weymouth St.,Unit B-1,Rockland,MA 02370 ❑ 160 Pound Rd.,Cumberland,RI 02864 Approved: c.s. rev 2,02 Director of Field Operations: Sean Skorohod LN Soils Compaction Report Za g PROJECT: OR 1 G G S Briggs Engineering &Testin STAGE COACH HOUSING/CENTERVILLE A Division of PK.Associates, Inc. PROJECT#: 26889 y INSPECTOR: Phil Acosta EMP.#: REPORT# DATE: 08/13/13 CODE: PAGE` TEMP.: H x L WIND: H 1_ x HUMID: H x. L CLOUDY Troxler Serial Number: 7594 Type of`Gauge 34111B Density Count: 1860 Moisture Count: '530 Maximum Dry Density: 135.9 Optimum Moisture Content: 59 Soil Description: Gravell Sand Material Source: Off Site: Minimum Compaction Requirement: 55.0%`Proctor Type: ASTM 1557 AASHTO T"1`80 Test Location. Estimated_ Bev. Wet Dry Percent Percent Optimum No. Area:`Tested Den sit ` Densit Com actin Moisture Moisture 1 See Attached Sketch 1.5'x 15' 135.4 129.21 95.1 4s8 :5.9 2 See Map IS'x 1Y 139.1 130.6 9.6:1 63. 5:9 3 15'x 15' 136.0 129.8 95.5 4.8 5.9 4 "' 1:5'x 15' 136.9 _. 13 L6 96.8 4A 5.9 5` 15'x 15.' 1378 129..5; 953 6:4 5.9 6 15'x 15'. 06.1 129:2 9 5.1 5:3 . 5.9. 7 '15'x 15' .140:7.1 132.6. 97.6 5'.6 5.:9 8 15'x 15' 141:6 132A 97:4 7:0 _.. :5.9 15'x 15' 1.18.7 129.6: 95.4 To. `.0 1.0 '' 15,x 15` 134 9 129:4 .95.2 43 5.9 11 " 15'x 15' .136 6 129.6 95.4 5A -5.9 12 0 15'x_15' 136.6 129 5 953' 5.5 5:9. Tests not meetin .:re uirements: 0 Who notified: Recommendations: Remarks:All tests were conducted in accordance;with ASTMS D 2922 and D.3017. °Note: All.,of the test resultsand findings contained within this report are limited to the areas indicated: ® 100 Weymouth St;Unit B-1,Rockland,Ma 02370 ❑ 90 Pound Rd.,CumberlaM Rl 02864. Approved: s.c.r. rev 4,04 Director of Field Operations: Sean Skorohod PF Z � Z r,- i i e O l i O -7 t /// t r Building 'B' jo n 3#2"1. Building 'A':/- l V.1 All _ I / / 'fry! r c y SS D d�S O Al.!� l• no To I Itg s P PROPbSEf]12 UNIT HOUSING DEVELOPMENT FOR ova;�t�srrFemceio�r�es + r BARNSTABLE HOWINO AU[IiORIIY L z` 70 STAGECOACH RD:415T`OAK STREET CENTERVILLE.MA: R•4 ! Z f,y cs i ate•,. .� ,,.w "� e '�`+w-,,,,,, ", � ' :. , cKZ y le 44 In6 MOW ✓1 ,c . 6 ..;_ i 4 v � ell 4 7 �9If te.� f`IT � r im OZ �� fir§f {t{t f`k°��� ��f • � � $. f � k iiJ a d3K ' i fi f % - �k � s• : _ Yg� INNEF a .v . rw k f ► ;� s � � .4 a'xr Cep- f�-yS,• � �. - :,r a- � '. _.. •F 9 Y _... ED • � W '._ .`_"'ate �:2 s a §a, r ; W •wP f.. ��x k aT v' r•- �,� � ; � if p e R _ r N • iuC �'A � I .fl ( • � err;' ^"4���yf1 • r l - 'lW,{ 7 rh�IGP�''��ig r ;f L• Jf ,I�` +bp' e a a +!T�M• + A r� 9w4 f F. fui v+ nu P � Al °fir." _y>;A�x4 ..(0...t.? _ P�"z'+1 ♦ �"y V. x N n i +y yY..� .,r^✓ ,n r .tnr ?'R r i• v .� � t o G, fn rF d ; / A � i•. I3 Y..���,ar,.) a i.. ^iYr ^L < ,�+,. '.,� J �i4..' J.1„(•� .!,+i hvi� +ti"lt^��gl. r� Jvr iflxXl py i .e +�Wy�' ..,x�+ i uS�fian "�.X' a " J;A�Wyo HtUw.: t e �mA � �e x • `�t � y fir, � ��' � �: y �:. , w. a * 1 y � - ... .. • �p .r e r d A i t re 'r 9 '1. Ry -•`e-.sue. ' ',� ,. . uuWltLh - '•` :I • "'�` arc.`= �i"�„J= - fiF'y- C'.,7"'u`' • °�r t. • R F3 � BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 13 May 2013 Thomas Perry, Building Commissioner Town of Barnstable 200 Main St. —i Hyannis, MA 02601 ` ras S. RE: Submittal of Controlled Construction Report No. 1 ` r 12 Unit Housing Development for Barnstable Housing Authority, k _-70'Stage Coach Rd. & 151 Oak Street; Centerville "4a Dear Mr. Perry, �? Construction activities have been underway at the subject project since late March. Over the last couple of months, the following general work has occurred: 1. Site clearing and mobilization 2. General excavation and preparation for footings 3. Form and pour of all 3 building foundations 4. Demolition of the 151 Oak Street house 5. Installation of underground site drainage structures Briggs Engineering& Testing has been retained for compaction and concrete testing. Their reports will be forwarded as part of this and subsequent progress reports. J.M. O'Reilly & Associates, the civil engineer of record has also been on site inspecting site work and will be submitting a certified foundation plan soon. We have been conducting weekly job site meetings to monitor work in progress and adherence to the construction documents. All work completed to date has been done in a good and workmanlike manner and in accordance with the construction documents. A series of testing reports and progress photographs are included for your reference. If you have any questions, please feel free to contact me at any time. Sincerely Tim Sawyer CC: Jeff Lauzon(Barnstable Building Dept.) Tom Shevory (Dellbrook Construction) Sandee Perry (Barnstable Housing Authority) Kevin Maguire (Oxbow Partners) Rick Fenuccio (BLF&R Architects, Inc.) 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 Soils Compaction Report AOLL Briggs Engineering &Testing PROJECT.; STAGE COACH HOUSING/CENTERV (BRIGG II;1 E S A Division-of PK.Associates,Inc. PROJECT#: 290. ��� INSPECTOR: Joe:Umano EMP.#: REPORT#: DATE:: 4i2g/j3 CODE:: PAGE TEMP.: H. L WIND: H L HUMID H L Troxier Serial Number: 3694.6 Type of Gauge: 3.440 Density Count: 2347 Moisture Count 723 Maximum Dry Densit ]36c9 :Optimum Moisture Content: :6.2 Soil Descri tion: Sand'w/gravel Material Source: On site Minimum Compaction Requirement: 95.0%6 ProctorT e: ASTM ISSZ AASHTO T 180 Test Location Estimated Elev. Wet Dry Percent. Percent Optimum No. Area Tested Density Density Com action Moisture Moisture 1 See attached sketch: 20 ft: 561 138.1. 132.5 96.8 4.2 6 2: 2 20 ft 56 139.,7 13'0.3 95.2 7.2 6.2 3 20 fft: 59 13.7.5 132.1 96.5 AA. 6.2. 4 20 ft. .. 61 135.6: 130.1 95.0 <4.3: 6.2; 5 " 20 ft. 61 139.6 13:1.7 962 4:8 6,2 6 201 t. 61 136.4- 13.0.1 95.0 4.9 62 ;7 "` 20 ft. 61 137.3: 131 3 95.9 4.6 6 2, 8 20 ft. 53. 136.6 13.0.7` 95 5 4c5 6.2 Tests not meeting requirements: 0 Who.notified: Uw/Delbrook Recommendations: Remarks: All tests were conducted in accordance with ASTMs D 29,22 and D 3017. Note:, All of�th6test results and findings contained within this report are limited to-the-areas indicated 100 Weymouth.St Vhit`B 1 Rockland,:Ma 02376 t00 Pound Rd.,,Cumberland,RI :02864 ApprOVed: 1. s.c.r. rev 4,04 Director of Field'O erations Sean S orohod. 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( ( 3.1-.�...-1-,I,....1..1...q�.�.......1 17..;.1..,:�..�.,:.1�,�1I..1:II..T�.�.,III:I.:II�i-�II...:. ..._.... .. ! ... i. ,-,, . , ` 1 + , ... .... ....... {- Y I .. .. 1 .,........ I 7 I I r` t .I t _ { 1 , 1 (., ... i , .. .... { 3 1 .. i. .. ... ..i .?.�.. 4.......< ......c. ,... ......... _...... .I x i Subject: Project#i ram) �` i` :Brig s,Engineering&Testing , CC AC � W . Drawn by; BRIC3C3S v1 c ,,- -t ••..w Rockland,MA i(781)871-7982 II Date:: . sheet(s)' C.umberland;RI•(401)6582990' of `�/' Soils Compaction Report. 'Briggs Engineering &Testing. PROJECT STAGECOACH HOUSING/CENTERVILLE BRIGGS] A Division of-W.Ass..ociates,In.C. PROJECT#; 26889` ~+~ INSPECTOR: Joe Umano EMP'A. IREPQRTP. IDATE:' 4/26/13 CODE:; PAGE TEMP.: H L WIND: H. L HUMID: H' L Troxler Serial Number 36946 Type of Gauge: �3446 Density Count: 233.1 Moisture Count: 7:11' Maximum Dry Density: 1369 Optimum Moisture Content: 6.2: Soil Description: Sand w%gravel Material Source: On site Mini mum'Compaction Requirement: 95.0% Proctor Type: ASTM'1557"AASHT..O:T 180 Test Location Estimated: Elea. Wet: Dry Percent: . Percent Optimum No. Area Tested bensky Densit` Conjogtior Moisture .Moisture. d> :See attached sketch 10'A. 61 13'3.5 127.2 92:9 5:0. 6 2 2 " 10f. 61 137.S: 1306 ti93.4 5.3: 62 3 " 10 ft: 61 147:8: 143.3 104.7 3:1 62 4 101 61 1'3.71 130 9 95.6 5.3 6.2 5 " '. l;0 ft.... bl 130.8 124.7 91:1' 4.9' 6 2 6 " 10 f. 6:1. 132.1.: 125:1 91.4 5.:6 6':2. _.7 ` TO t.- 61. 134.6" 127:9 93.4 5.3' 6'.2 8 10 ft. 6.1 W2:9; 131.1 97:2 7:4' 611 9 '" _. 1`0 ft. 5& 129.E '123:2 90.0 5.2 6.2 Tests not meeting requirements:.- #1,3' S`6 7and:9 who notified: Ed Red6rnmendations: Recol l act arid retest':usui.. a:larger'com actor.: Remarks: All tests were conducted in accordance-with ASTMs D`2922 and D 3017. kerw ThCntwebrniAsarnallWac u r ng ina.larger`on,on Monda 'that wi11 be used to conipact the material.. 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".. 7 • .. ... : i ._ ...: .. _..-..._ ... t ....- ... . . i. !' . ,,.. .:. .i.... _.. : : :. : : ; I' is i Subject:: Project.#: Briggs Engineering &Testing �j CD�,�' WN ■6 Drawn by; BRI®®S , ( . ce , Rockland,MA (781.)$71 7:982. Date: she',( Cumberland,RI •001)b58=:2990: . �.It CONCRETE PLACEMENT INSPECTION Briggs Engineering & Testing PROJECT: STAGE COACH RD./CENTERVILLE A Division of PK Associates, Inc. PROJECT#: 26889 INSPECTOR: Jon Randolph PAGE OF DATE: 04/19/13 CODE: C26 TEMP.: H 60F L WIND.: L H HUMID.: H . L ICLEAR Concrete Source: Cape Cod Ready Mix General Contractor: Dellbrook Storage Location: Curing Box: Other: trailer Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143, C173, C 231 and C1064 respectively. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90' F Slump X 3 - 511 Mixing N/A 70-300 Rev. Air content X 4- 8% Density N/A ± 3 p.c.f. Location: Building #1 walls Remarks: The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute Pump Other Total Cubic Yards Placed 50 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight min.) °F (°F) Deliv. Required in. water ( cf) 1 1:00 69 10.5 83 74F 5" 5.5% 60F 3000 3000 3/4 5 1 5 e100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland,RI 02864 Approved: c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod YT GRIGGS Britygs E-ngin.ee.rin & Testitl A Dur an OF Ph;"tu0i m as;/vc. B.L.F. &R.Architects,Inc.;. Report Date: 4110/13 2Q3,Willow Street, Suite A Yarmouthport,MA 02675 Attn: Mr.,Tim Sawyer Project:; Stage Coach Road 1 Centerville, MA Tested:. 4/8/13 Briggs#: 26889 Received:: 41.5/13 1. Sample No: Description Source of Material M-22644 Sand.w/Gravel On-Site(S-2) 2. Sieve Analysis . {ASTM C 136,and ASTM'C 117) Sieve Size Results Specifications Standard Alternate {%Passing.by Wt.} Structural Fill 100 mm 4 100 90 mm 37;1/2" 100 75 mm 311, 94 63.mm 2-1/2" 94. 50 mm 2 91 .37.5 min 1.-1i2" 83 . 60-100 25 mm. P$ 67 19 mm 3/4 62 123 mm 1/211 55 9.5 mm 3/811 51 4.75-mm #4 44 25-90 2.00 mm: #10 37 0.850 mm #20. 29 i0=60 0.300 mm #50 13 .4-35' 0.180 mm #80: 8 0.150 mm #109 7 0.075 mm. #200` 5..0. 0-10 3. Sample does corfocm to the rec©mmended "Structural Fill" Specifications. BRIGGS ENGINEERING&TESTING A Division of y K Associates,me t can Skorohod' Director ofTesting Services; Construction:Technology Division .... :.- -- .._.. trr-rr°.1)riggsengi nee ring.coin I,(}(}tr, vinou'l 1 Street - Unit C=2 56 koland Street- sulte 102-I ].O():Pouncl;:l2uad RoQkJand,MA 02370: BOO n,MA'02129 CUnIb;iland:I2I 0296 Phone,(181).971 604-0•Paz,{7,81)'.s714 40, Phone.(6 '7)6, 6-604 _ Phone>(441)6.59 -9)40 Fax (40I)fi5,f3=2977 4601'44\16Project: Stage.Coach Road I Centerville, MA s Eng ineering & Testin$r— :9 j!'K ass r j. es; :g Date Tested: 4/81 13: . Lab Ref. No.: M-22644 Sieve Analysis #?oo #41 Y 100 96 : 8,0 70 _ — -- — ................_? 60 50 — —. c ............. v 40111 , - �' ......_._ 30 , 20 10 — i _ 1 a oo, 0.0 0. 10 .00 10:,00 100.00 Sieve Size, mm A AM, ■� BRIGGS7 Brliggs Engineering T'estine, 1 Divisiav of PK Assotii7-&hr. a.,�•a. B.L.F. &R.;Architects,Inc. Report Date 4/10/13: 203 Willow Street,:Suite A Yarmouthport,MA 02675 Attn: Mr.fiim Sawyer Project: Stage.Coach.Road I Centerville,IVIA: Tested: 4/8/13 Briggs#: 26889 Received: 4/5/13: 1, Sample No. Description Source ot'Material; M-22643 Sand.w/Gravel On-Site($-1) 2. Sieve Analysis {ASTM C 136,and,ASTM C 1l7} Sieve Size Results Specifications Standard Alternate {%Passing by Wtj Structural FII 100 mm 4 '100' 90 mm 371/2'! 100 75 mm 31 100 63 min 2-1/211 97 50 min :2". 97 37.5 mm 1-1/2" 92 60-100 25:mm 1�, 90 19 mm 3/411 88 12.5.mrn 1/2" 86 9.5 mm 3l8" 85' 4 75.mm #4 81 25=90 2.00 mm #10 77 .0.850 rani #20 64`* 10-.60 0.300 mm #50 26 4-35 0.180 mm #80 9 0:150 mm 4100 6 0.075 mm #200 2.4 0-10 3.. *Sample does not conform to the recommended $tructurat Fill` Specifications. BRIGGS ENGINEERING&Tl S NG A Ui TTK' Aupciates, Sear Skorohod Director of Testing:Services Construction.Technology Division; ivww.brIgpengineerin;.cam ......----................. 106 Nve:i mouth,tfreet Unit C,-2, 56 Reiland Sveet,- Suite 1024 [60,Pound R ad Rockland.MA 02370 Boston;NIA 02129 Cumherlaitti, RI 02864 Ptitint(7 I`)871- (} 0:F.zx (7 lj. 71= Phone{(i:I71(i66=t()t0: Ph<}ne:(l(lI}.f;58 299.{) Fax {IO,i)65fi`2yZ7 a� Project Stage Coach Road I Center i le, MA ERI Engi:steering & Te,sti,ng lllate:Testecl: 4/8I13 ��: Z. Lab Ref,No.: MV 22643: s Sieve Analysis #200 #4 311 100 3 i SO 70 I � f to 6 _-... _:..- .. - °; 50 —ter._. _...�.______ __,;•_ 40 L f - 30 20 i 10 EE _ i f El f. 1 i. E t .. 0.00: 0.0:1 0. 10 ']..00 10 00 100.00 Sieve. Size; mm Concrete Cylinder Test Results CF-11 1BRIGCS Briggs Engineering & Testing Project: Stage Coach Road I Centerville, MA _ A Division of PK Associates. Inc. Project No.: 26889 Date: 4/11/2013 ti Client: B.L.F.&R. Architects, Inc. Placement Building 3: Footings (Perimeter& Interior) Location: Sample Location N/A / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39, C143,C173,C231,C138, &C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: Dellbrook Mix I.D.: 3/4" - no mix No. Ticket No.: 65800 Time of Test: 12:05 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 2 Cement, Ibs: Strength Required: 3000 Set No.: 1 Pozzolan, Ibs: Truck No.: 72 No. of Cyl.: 5 Fine Aggregate, lbs.: Batch Time: 11:16 Slump, in.: 5.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: N/A Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 72 Air Entraining, oz.: Air Temp., °f: 46 Other,1: Prepared by: Ken Oliver Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.:. 10 Curing Temp.(High / Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 96 Cyl. End.Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number . Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength(psi) Type 2A 4/18/13 7DAY 4 8 12.57 147.1 49290 3920 5 2B 5/9/13 28 4 8 12.57 146.4 0 2C 5/9/13 28 4 8 12.57 147.3 0 2D 5/9/13 28 4 8 12.57 146.3 0 2E 5/9/13 HOLD 4 8 12.57 147.0 0 Results within specifications: ❑Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ®100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gregory MacKay/Cert#01006690 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Sean P. Skorohod Page 1 CONCRETE PLACEMENT INSPECTION 2�� Briggs Engineering & Testing PROJECT: STAGE COACH RD./CENTERVILLE N _ l A Division of PK Associates, Inc. PROJECT#: 26889 INSPECTOR: Ken Oliver. PAGE OF DATE: 04/11/13 CODE: C26 TEMP.: H 46F L WIND.: L H HUMID.: H L ICLOUDY Concrete Source: Cape Cod Ready Mix General Contractor: Dellbrook Storage Location: Curing Box: Other: next to porto potty Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143, C173, C 231 and C1064 respectively. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F Slump X 3 - 5" Mixing N/A 70-300 Rev. Air content N/A 4- 7% Density N/A ± 3 p.c.f. Location: Building 3 footings (perimeter& interior) Remarks: The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 23 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) °F) (°F) Deliv. Required in. water ( cf) 1 11:10 61 12 50 70F 5" N/A 46F 3000 3000 3/4 0 N/A 15 2 11:501 72 11 1 69 72F 1 5 N/A 46F 1 3000 3000 3/4 5 1 10 i eX 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland,RI 02864 Approved: c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod YT BRIGGS Briga End neerina Testing A Prslstr,; rF PK::'sa Jtr rEa.-lit` o....r'+.. Aprii1. 10, 2013 Briggs Prof No.: 2688`9 B.L.F. & R. Architects, Inc. 203 Willow Street; Suite A Yarmouthport, MA 02675 Attn: Mr.Tim Sawyer MOISTURE,/DENSITY RELATIONS OF SOILS` STAGECOACH ROAD I'CENTERVILLE, MA. REFERENCE NUMBER. M-22644 SPECIMEN One sample of Sand w%Graver from On-:Site (S-2) METHOD OF ANALYSIS ASTM'I AASHTO D"155.7 T METHOD C r RESULTS Maximum Dry;Density (pcf) 13"6.9 Optimum Moisture (%) 6:2 Oversize Correction (°lo): 38* REMARKS. The proctor results are for user in comparing actual in place density tests Qversize:correction performed in accordance with ASTM D"4718. Respectfully'submitted, BRIG'GS ENGINEERING&TESTING A Division of PK:Associates, Inc.. Sean Skorohod Director.of.Testing Services Construction Technology"Division Enclosures: graph ribgsengineerin .co:m.—"— .. ...:..._ --- (()�'�reyincauth Street Unit.C:?: 56 Rcilan(i Street Suite 1()_'-1 100 l'ounc1 Road kockland,MA 02170 Boston. MA 0'?.129 Cumberlai4 R1.62964 Piioi (791)871-6040•Fat (781),V1,4340 Ph ne(617)666-640: 2} Fax 401,)658-�977t 1 . t a) 06 BRIQ 3.S: Briggs Engineering & Testing; plialvir of PK. Arinrrni'rs. �r 'PROJECT: STAGE COACH ROAD CENTERVILLE MA PROJECT NO.:NO.J 26889 SAMPLE NO:: M-22644'. DATE. 4%10/13 Moisture J Density Relations Curve 142` 140 139 ; 138 �q 136 135 s w 134 a 133 132 .. `131, F Y _ ......_... v 130 — — 129 :128 p 127 , i 126 I25 V 124 123 $ i 122: 119 ,;11 3! 4. 5 bi 7 8 9 10 11 12 13 .14. 15, Moisture, Max..Dry Unit Optimum Oversize Weight, d Moisture /° Corrected ih Correction %: 136,'9 6.2 38* *Sample''contained Material which exceeds the Maximui�n`of 3.0% for.Stone Correction per ASTM D 155.7:Specifications Concrete Cylinder Test Results CF-11 113RIGGS1 Briggs Engineering & Testing Project: Stage Coach Road I Centerville, MA o;v;s;an of rx Associates. Inc. Project No.: 26889 Date: 4/9/2013 Client: B.L.F.&R. Architects, Inc. Placement Building B: Foundation Footings Location: Sample Location Building B / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173, C231,C138,&C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: Dellbrook Mix I.D.: 3/4" - no mix No. Ticket No.: 65754 Time of Test: 2:45 Cement / Pozzolan Type: Strength Delivered: 4000 Load No.: 1 Cement, Ibs: Strength Required: 4000 Set No.: 1 Pozzolan, Ibs: Truck No.: 73 No. of Cyl.: 5 Fine Aggregate, lbs.: Batch Time: 1:50 Slump, in.: 5.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 5.5 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 73 Air Entraining, oz.: Air Temp., °f: 41 Other,l: Prepared by: Jon Randolph Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: 10 Curing Temp.(High / Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: - 48 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 1A 4/16/13 7DAY 4 8 12.57 143.7 49380 3930 5 1 B 5/7/13 28 4 8 12.57 143.2 0 1 C 5/7/13 28 4 8 12.57 144.0 0- 1 D 5/7/13 28 4 8 12.57 142.8 0 1 E 5/7/13 HOLD 4 8 12.57 143.9 0 1 Results within specifications: ❑Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gregory MacKay/Cert#01006690 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Sean P. Skorohod Page 1 CONCRETE PLACEMENT INSPECTION Briggs Engineering & Testing PROJECT: STAGE COACH RD:/CENTERVILLE A Division of PK Associates, Inc. PROJECT#: 26889 INSPECTOR: Jon Randolph PAGE OF T DATE: 04/09/13 CODE: C26 TEMP.: H 41 F L WIND.: L H HUMID.: H L ICLEAR Concrete Source: Cape Cod Ready Mix General Contractor: Dellbrook Storage Location: Curing Box: Other: trailer Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Unless otherwise noted all tests were conducted in accordance with ASTM,'s C31, C138, C143, C173, C 231 and C1064 respectively. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90' F Slump X 3 - 5" Mixing N/A 70-300 Rev. Air content X 4- 7% Density N/A ± 3 p.c.f. Location: Building B foundation footings Remarks: The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute Pump Other Total Cubic Yards Placed 22 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight min. 7) ('F) Deliv. Required _(!IL_ water cf) 1 2:30 73 11 70 73F 5" 5.5% 41 F 4000 4000 3/4 5 1 10 B100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland,RI 02864 Approved: c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod YT Concrete Cylinder.Test Results CF-11 BRIGGE Briggs Engineering & Testing Project: Stage Coach Road I Centerville, MA A Divisepn pf PK Associates. Inc. Project No.: 26889 Date: 4/9/2013 ti Client: B.L.F.&R. Architects, Inc. Placement Building B: Foundation Footings Location: .Sample Location Building B / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39, C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: Dellbrook Mix I.D.: 3/4" - no mix No. Ticket No.: 65754 Time of Test: 2:45 Cement / Pozzolan Type: Strength Delivered: 4000 Load No.: 1 Cement, Ibs: Strength Required: 4000 Set No.: 1 Pozzolan, Ibs: Truck No.: 73 No. of Cyl.: 5 Fine Aggregate, lbs.: Batch Time: 1:50 Slump, in.: 5.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 5.5 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., Of: 73 Air Entraining, oz.: Air Temp., Of: 41 Other,l: Prepared by: Jon Randolph Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: 10 Curing Temp.(High/ Low), Of: Was Storage environment provided in accordance with ASTM C31(60-80T for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 48 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 1 A 4/16/13 7DAY 4 8 12.57 143.7 49380 3930 . 5 1 B 5/7/13 28 4 8 12.57 143.2 66140 5260 3 1 c 5/7/13 28 4 8 12.57 144.0 65190 5.190 4 1 D 5/7/13 28 4 8 12.57 142.8 64380 5120 3 1 E 5/7/13 HOLD 4 8 12.57 143.9 0 Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gregory MacKay/Cert#01006690 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Sean P. Skorohod Page 1 e t xW S Y `�J ` 1a�' S;i�@lif`"✓l ,l: 1 y, ald•��y$p, 0 M``'.t�' V° 'yy�f�tt#' i^ ♦t 5k.. 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TOWN OF BARNSTABLE Building Department- Foundation Permit Date Namer LocationLa � �� C�.� �-� -r.�.� �.c ��� /P .�013 Ool �2 �J � - Insp. of Bldgs. Message Page 1 of 2 Perry, Tom From: Tom Shevory [tshevory@dellbrook.com] Sent: Wednesday, June 12, 2013 1:23 PM To: Perry, Tom Cc: Amara, William Subject: RE: Stage Coach_Residences-Project-Barnstable Housing Authority Hi Tom, Thanks for your response, I appreciate the clarification.We will maintain our plans to get the building fully weather tight before starting any Electrical. Tom Shevory Project Manager,LEED AP [34"ellblv k C0NS:TRUCT1 N 536 Granite Street,Braintree,MA 02184 C:508.858.7690 E: tshevory@dellbrook.com w: www.dellbrook.com From: Perry, Tom [mailto:Tom.Perry@town.barnstable.ma.us] Sent: Wednesday, June 12, 2013 1:12 PM To: Tom Shevory Cc: Amara, William Subject: RE: Stage Coach Residences Project- Barnstable Housing Authority Tom, We don't issue exceptions to having the building fully weather tight before electrical goes in. thanks;TP -----Original Message----- From: Tom Shevory fmailto:tshevo[y@dellbrook.com] Sent: Wednesday, June 12, 2013 11:08 AM To: Perry,Tom Subject: Stage Coach Residences Project- Barnstable Housing Authority Good Morning Tom, During our preliminary discussions with the Electrical Inspections Department from the Town of Barnstable we learned that Electrical work could not proceed until the building was completely weather tight(windows, doors, roofing&siding).We planned to start the Electrician after that stage was reached. Our Electrician informed me that he heard that the General Contractor could apply for some type of variance to request permission to start Electrical prior to that point. (I imagine this might be with windows,doors, roofing, and building wrap,the exception of siding) Could you please let me know if this type of application for a variance exists, and can any project apply? We planned to start Electrical after the building was completely tight, but if we were able to start earlier it would be a benefit to the project schedule. 6/12/2013 Message Page 2 of 2 Thank you, Tom Shevory Project Manager,LEED AP Diellbrook CONSTRUC-TION 536 Granite Street,Braintree,MA 02184 C:508.858.7690 E: tshevory@dellbrook.com w: www.dellbrook.com 6/12/2013 1-01 0 Dellbrook CONSTRUCTION ,FA Stage Coach Residences, Barnstable Housing Authority Project Review Meeting Agenda Purpose: The purpose of this meeting is for the Stage Coach Residences Project Team to introduce themselves to the various Inspectors, Officials, and Departments of the Town of Barnstable that will be involved with this project. Points of Discussion: • Schedule: -See attached condensed schedule to summarize major construction activities. • Issuance of the Building Permit with respect to 40B Compliance. Suggested process and review of paperwork prepared by Kevin Maguire, Oxbow Partners (representing Barnstable Housing Authority): -- Review any questions`to date for any of the Departments. • Team Communication with Town Stakeholders, and Neighbors. Dellbrook Construction to issue a two-week look-ahead summary email to all stakeholders every two weeks, informing them of upcoming site activities. • Neighbor Relations Project Team to setup an initial meeting with Neighbors -. Topics of discussion will be trade parking during and after clearing and grubbing. Open Discussion =. Oxbow Partners, Dellbrook Construction, and Brown Lindquist Fenuccio& Raber Architects would like to open up discussion'to all. Project Team Contact Information: Kevin Maguire;Oxbow Partners,kevin.maizuire@bLtildinginitiatives.com 917-340-3187 Tom Shevory,Dellbrook Construction,tshevory�na,dellbrook.com 508-858-7690 Tim Sawyer,Brown Lindquist Fenuccio&Raber,tim@cqpearchitects.com 508.362.8382 ext 17 536 Granite Street Braintree,MA 02184 Tel: 781-380-1675 Far: 781-380-1676 L • ID Task Name Duration Start Finish Qtr 1 2013 Qtr 2 2013 Qtr 3 2013 Qtr 4 2013 Jan Febl Mar I Apr I may Jun I Jul AugSep IOct I.Nov 1 Preconstruction A16 days Fri 2/15/13 ..,Fri 3/8/13 4 Construction 4157 days Mon 3/11/13'Tue 10/15/13 5 Sitework 1148 days :Mon 3/11/13 Wed 10/2/13 37 Building A 1124 days `Mon 3/25/13 ;Thu 9/12/13 38.. Building A Shell&Exterior SO days Mon 3/25/13 Fri 7/12/13 74 Buidling A Interior 14 days Thu 6/27/13 'Thu 9/12/13 124 Building B 1124 days Wed 4/10/13 ;Mon 9/30/13 125 Building B Shell&Exterior 180 days Wed 4/10/13 Tue 7/30/13 ------------ 161 Building B Interior 156 days Mon 7/15/13 Mon 9/30/13 211 Building C 126 days Tue 4/23/13 Tue 10/15/13 212 Building C'Shell&Exterior 1181 days Tue 4/23/13 Tue 8/13/13 --- ___._._.------- --- 248 Building C Interior '58 days Fri 7/26/13 :Tue 10/15/13.. . Task Inactive Task Start-only C Split Inactive Milestone Finish-only Dellbrook Construction Milestone • Inactive Summary p -__ -- Deadline a Project:Stage Coach Rev1 1.29.13. Summary mmV Manual Task Critical Date:Thu 1/31/13 Project Summary - Duration-only 5W, Critical Split External Tasks 220NIM Manual Summary Rollup Progress External Milestone ® Manual Summary Page 1 IKE Town of Barnstable BAMSTAW Zoning Board of Appeals Laura F. Shufelt,039. 200 Main Street, Hyannis, Massachusetts 02601 Phone(508) 862-4785 Fax(508)862-4784 Growth Management Department 367 Main Street, Hyannis, MA 02601 Jo Anne Miller Buntich, Interim Director November 04, 2009 Reference: Request for Review of Barnstable Housing Authority Chapter 40 B Comprehensive Permit Application for development of Stage Coach Residences — 70 Stage Coach Road and 151 Oak Street, Centerville, MA (Map 173, parcels 026 and 014-001) Thomas Perry, Building Commissioner Town of Barnstable, Building Division 200 Main Street . Hyannis, MA 02601 Dear Mr. Perry, Enclosed is a Chapter 40 B Comprehensive Permit Application submitted by the Barnstable Housing Authority for the development of 12 affordable rental apartment units. The units are to be located in three, two-story buildings and consist of 6 one-bedroom and 6 two-bedroom units. The development is located on a 6.9 acre site created by the combination of two lots (70 Stage Coach Road and 151 Oak Street). The units are to be clustered on 2 acres accessed from Stage Coach Road. The remaining area of the property is to be protected and preserved through a conservation restriction. The Comprehensive Permit process designates the Zoning Board of Appeals as the local permit issuing board. In accordance with CMR 760 Section 56.05(3), the Board is notifying you of this application and requesting your review of the application prior to its decision. The public hearing is scheduled to be opened on December 2, 2009 at 7:00 PM. If you could provide your comments to this Office by November 24, 2009 for transmittal to the Board Members and the Applicant prior to the hearing, it would be greatly appreciated. Should you need any additional information, please contact myself or Carol Puckett at 508-862-4785. On behalf of the Board, thank you for your participation and assistance. Res ectfully, OilArthur P. Traczyk, Regulatory/Design Review Planner ' t Q Growth Management Department t File—Zoning Board of Appeals—Correspondence—2009—L-110409 BHA Stage Coach Road Residences Ch 40B.doc „ _ CJ9 Copy: James F.McGillen,Vice Chair,Zoning Board of Appeals Jo Anne Miller Buntich, Interim Director,Growth Management Department ZBA File 2009-069- BHA Stage Coach Residences Ch.40B t"ti7 i r Town of Barnstable Zoning Board of Appeals Notice of Public Hearing under the Zoning Ordinance December 2, 2009 ' To all persons interested in, or affected by the Zoning Board'of Appeals under Section 11, of Chapter 40A of the General Laws of the Commonwealth of Massachusetts, and all amendments thereto you are hereby notified that: 7_00 PM ____Appeal No. 2009-069 Barnstable Housing Authority The Barnstable Housing Authority has submitted a Comprehensive Permit Application pursuant to MGL Chapter 40B "affordable housing" for development of"Stage Coach Residences". The application.seeks to develop 12 affordable rental apartment units. The units are to be located in three, two-story buildings and consist of 6 one-bedroom and 6 two-bedroom units. The locus is a 6.9 acre site created by the combination of two lots addressed 70 Stage Coach Road and 151 Oak Street, Centerville, MA. The subject property is shown on Assessors Map173 as parcels 026 and 014-001. It is in a Residence C Zoning District. This Public Hearing will be held at the Barnstable Town Hall, 367 Main Street, Hyannis, MA, Hearing Room, 2"d Floor, Wednesday, December 2, 2009. Plans and applications may be reviewed at the Zoning Board of Appeals Office, Growth Management Department, Town Offices, 200 Main Street, Hyannis, MA. Barnstable Patriot James F. McGillen, Vice Chair November 13 & 20, 2009 Zoning Board of Appeals Law Office of Singer & Singer, LLC 26 Upper County Road P. O.Box 67 Dennisport,Massachusetts 02639 Andrew L. Singer Jonathon D.Idman Tel: (508)398-2221 Fax: (508)398-1568 Myer R.Singer www.singer-law.com Of Counsel November 3, 2009 Via Hand Delivery Barnstable Board of Appeals 200 Main Street Hyannis,MA 02601 Re: Application for Comprehensive Permit, Barnstable Housing Authority(Owner-Applicant) Stage Coach Residences at 70 Stage Coach Road and 151 Oak Street, Centerville Dear Members of the Board: Enclosed for filing on behalf of Barnstable Housing Authority are 29 copies of the following materials in connection with the above-referenced proposal: 1. Application Form, including the following Attachments: • Attachment A—Documentation of Applicant as a public agency; • Attachment B—Project Eligibility Letter issued by the Massachusetts Housing Partnership; dated October 21,2009; • Attachment C—Property Deeds(2); • Attachment D—Assessor's Maps (2) showing 300 foot abutters ring; • Attachment E—Existing Conditions Plan(see Attachment G); • Attachment F—Project Description and Narratives prepared by Brown Lindquist Fenuccio &Raber Architects, Inc. (including design Overlay Image) and Law Office of Singer& Singer,LLC; I Barnstable Board of Appeals November 3, 2009 Page 2 • Attachment G—Plan Package containing the Existing Conditions Plan, Project Site Plans, and Architectural Plans prepared respectively by J.M. O'Reilly&Associates, Inc. and Brown Lindquist Fenuccio &Raber Architects, Inc. (11 x 17 copies; full size copies separately submitted); • Attachment H—Project Pro Forma,including Correspondence from Town of Barnstable to MHP requesting waiver of the appraisal requirement; • Attachment I—List of all public agencies,boards, and Commissions who's review and approval would normally be required of the project and for which the Applicant is.seeking variance,waivers, and approval from the Zoning Board of Appeals; • Attachment J—Waiver Request List; • Attachment K—Develop6r's Profile Narrative; and • Attachment L—Letter from the Town of Barnstable to the Massachusetts Housing Partnership, dated September 16, 2009, endorsing the proposal. We would be happy to provide additional information or answer any questions the Board. members may have. Thank you in advance for your consideration of the Applicant's proposal. Very truly yours, �oL� Andrew L. Singer ALS/a Enclosures cc. Ruth Weil,Town Attorney Town of Barnstable Sandra Perry,Executive Director Barnstable Housing Authority BARNSTABLE TOWN OF BARNSTABLE '09 NOV -3 P 1 :4 S Zoning Board of Appeals Application for a Comprehensive Permit MGL Chapter 40B,Sections 20-23 and 760 CMR 30.00&31.00 Date Received For office use only Town Clerk's Office: Appeal# Hearing Date Decision Due The undersigned hereby applies to the Zoning Board of Appeals for a Comprehensive Permit pursuant to MGL Chapter 40B,Sections 20-23 and 760 CMR 30.00&31.00: Applicant Name: Barnstable Housing Authority ,Phone: 508-771-7222 Applicant Address: 146 So.Street,Hyannis,MA 02601 Fax: Applicant Status: (Check one) Public [] Non-Profit Organization [] Limited Dividend Corporation Attachment -Attach Documentation ofApplicant Status SubsidizingAgency: Massachusetts Housing Partnership Subsidy Program: Neighborhood Rental Initiative Program Attachment B-Attach Agency Commitment Letter Property Location: 70 Stage Coach Road and 151 Oak Street,Centerville Property Owner: Barnstable Housing Authority ,Phone: 508-771-7222 Address of Owner: 146 So.Street,Hyannis,MA 02601 Attachment C-Attach Documentation of Applicant's Interest or Ownership in the Property' Assessors Map/Parcel Number. 173/26&014/001 Zoning District Res C,RPOD Number of Years Owned: 15yrs&lyr,respectively Groundwater Overlay District AP Attachment D-Property Location Map with 300-Foot Abutter Ring Existing Level of Development of the Property-Number of Buildings: (if applicable) 2(house&shed),vacant Present Use(s): Vacant house,vacant land Gross Floor Area: n/a sq. ft. Attachment E-Existing Conditions Property Survey t Applicant's interest-if owned-attached copy of recorded deed(s),if under contract attached copy of all Purchase&Sales f Name of Proposed Development: Stage Coach Residences Short Project Descnption2: The Barnstable Housing Authority is proposing to construct three(3)buildings and related site improvements clustered at the southern end of the 6.9 acres of land with access from Stage Coach Road. There will be a total of twelve 12 rental units and 18 bedrooms(6 two-BR units and 6 one-BR units,with 4 units per building) All of the units will be affordable. The existing house and shed on Oak Street will be removed. Attachment F-Project Description/Narrative Attachment G-Project Site Plan and Architectural Plan(s) Attachment H-Project Financial Proforma Attachment I-List of allpublic agencies, boards and Commissions who's review and approval would normally be required of the project and for which the applicant is seeking variance, waivers and approval from the Zoning Board ofA ppeals in accordance with MGL Chapter 40B Attachment J-List of all Section of the Zoning Ordinance that applicant seeks variances from the Zoning Board of Appeals in accordance with MGL Chapter 40B Development Team Applicant's Attorney: Andrew L.Singer,Law Office of Singer&Singer,LLC Phone: 508-398-2221 Address: 26 Upper County Rd, P.O.Box 67,Dennisport,MA 02639 Fax: 508-398-1568 I J.M.O'Reilly&Associates,Inc 508-896-6601 Applicant's Engineer y ,Phone: Address: 1573 Main Street,Route 6A,P.O.Box 1773,Brewster,MA 02631 Fax: 508-896-6602 Applicant's Architect: Brown Lindquist Fenuccio&Raber Architects,Inc. Phone: 508-362-8382 Address: 203 Willow Street,Suite A,Yarmouthport,MA 02675 Fax: 508-362-2828 Attachment I-Developers Profile-Narrative of Developer's experience and qualification to successfully complete, project Barnstable Iousing Authority Signature: by:A � �� I— Date: 11/3/09 Applicant's or Representative's Signature Representative's Address: Andrew L.Singer,Law Office of Singer&Singer,LLC Phone: 508-398-2221 26 Upper County Rd, P.O.Box 67,Dennisport,MA 02639 Fax NO.: 508-398-1568 2 Note-Project Description should include total number of units type of units,number of bedrooms,building area,acreage,number affordable and other information as applicable.This description will be used in drafting the public notices. Miscellaneous Certificate #6787 a a The Commonwealth ®f Massachusetts William Francis Galvin, Secretary of the Commonwealth Public Records Division.- Commissions Section February 9, 2009 I hereby certify that the BARNSTABLE HOUSING AUTHORITY was established as a public body politic and corporate pursuant to the provisions of Chapter 121B, section 5 of the General Laws, as most recently.amended. I also certify that it'appears of record in this office that the following are members of said authority: APPOINTED QUALIFTFD EXPIRES Joseph I. Chilli 60 Bayshore Road Oct. 19,.2007 Nov. 19, 2007 Aug.29. 2011 STATE MEMBER. Deborah Converse Nov. 6, 2007 Nov. 19, 2007 Nov. 2011 558 Lumbert Mill Rd. Paul Schnepp Nov..8, 2005 Nov. 21, 2005 Nov. 3, 2009 956 River Road Richard Cross,Jr. Nov. 8, 2005 Nov. 21, 2005 Nov. 3, 2009 85 White Oak Trail Paul Hebert Nov. 6, 2007 Nov. 19, 2007 Nov. 2011 142 Strawberry Hill Road I further certify that, so far as appears of record in this office, the Barnstable Housing Authority and that said authority appears to have been organized and the members thereof have been elected or appointed according to law in this Commonwealth. IR 4v � In Testimony of Which, I have .�i � r hereunto affixed the Great Seal of the Wig` zf Commonwealth the date first above �n Ur t written. a WILLIAM FRANCIS GALVIN Secretary of the Commonwealth �F One Ashburton Place, 17th Floor, Boston,Massachusetts 02108 (617) 727-2836 Fax (617) 727-5914 . wwwsec.state.ma.us/pre - Massachusetts Housing October 21, 2009 ,r `t Partnership Sandra Perry, Executive Director Barnstable Housing Authority 146 South Street Hyannis, MA 02601 Re: Stage Coach Apartments, Barnstable (the "Project").-,Determination of Project Eligibility Under the Neighborhood Rental Initiative Program 160 Federal Street Dear Ms. Perry: Boston,Massachusetts 02110 Tel:617-330-9955 This letter is in response to your request for a determination of Project Eligibility under Fax:617-330-1919 the provisions of the Commonwealth of Massachusetts comprehensive permit process (M.G.L. Chapter 40B, 760 C.M.R. 56, and the Massachusetts Department of Housing and Community Development's Comprehensive Permit Guidelines) (collectively, the 462 Ma street "Comprehensive Permit Rules") for the above-referenced Project. The Project, as Amherst,Massachusetts01002 proposed in your application, shall consist of twelve (12) rental housing units, consisting Tel:413-253-7379 of six (6) one-bedroom units and six (6) two-bedroom units located in three (3) buildings Fax:413-253-3002 at 70 Stage Coach Road in Barnstable, Massachusetts on 6.9 acres. In connection with your request, and in accordance with the Comprehensive Permit -mhp.net Rules, MHP has performed an on-site inspection of the Project, and has reviewed an initial pro forma and other pertinent information submitted by Barnstable Housing Authority (the "Applicant"), and has considered comments received from the Town of Barnstable. Based upon our review, we find the following: i. The Project, as proposed, appears_ generally, eligible under the requirements of MHP's Neighborhood Rental Initiative Program (the "Program"), certain terms.of which are set forth on Exhibit A, aftached hereto, subject to final approval. ii. The proposed site is an appropriate location for the Project. Specifically, (a) the design appears to be consistent with the current adjacent uses; (b) the location provides easy access to employment areas, business districts, recreational, and education opportunities; and (c) the characteristics of the site, as 70%+ is restricted to conservation, has many trees and buffered areas that will contribute to resource preservation. In addition, the Town of Barnstable has an approved Local Comprehensive Plan and Planned Production Plan. The subject site is mentioned in the draft Centerville Village Plan as a potential affordable housing development site. The subject meets several goals of the Local Comprehensive.Plan including distributing affordable housing throughout the seven villages (Centerville has only 1.82% affordable housing units) and providing family rental housing. Massachusetts Housing Partnership iii. The proposed conceptual design for the Project is generally appropriate for the site. Specifically, (a) the building setback on the front of the site buffers neighboring properties, (b) the building height will not exceed 30 feet or 2 stories, which is at or below the height of the existing neighboring buildings and also is within current zoning regulations; and (c) the parking, which will be located at the center of the site, will not interrupt the neighborhood feel of the street. iv. Based upon comparable rentals and potential competition from other projects, the proposed Project appears financially feasible within the Barnstable market. V. The Project appears financially feasible on the basis of estimated development and operating costs set forth in the, initial pro forma provided by the Applicant and a land value determination value consistent with the Comprehensive Permit Rules. In addition, the Project budgets,are consistent with the Comprehensive Permit Rules relative to cost examination and limitations on profit and distributions. vi. The Applicant is a public agency controlled by the Applicant. The Applicant meets the general eligibility standards of the Program; and vii. The Applicant controls the site. This letter is intended to be a written preliminary determination of Project Eligibility under the Comprehensive Permit Rules, establishing fundability by a subsidizing agen cy Y which qualifies the under a low and moderate income housing subsidy program, q Project for consideration for a Comprehensive Permit under M.G.L. Chapter 4013. This preliminary determination of eligibility is subject to final review of eligibility and final approval by MHP, and is expressly limited to the specific ,Project proposed in the request for determination of Project Eligibility submitted to MHP and subject to the minimum affordability and additional requirements set forth in Exhibit A hereto. The requirements of the Comprehensive °Permit must not result in a loan to value ratio exceeding MHP requirements: Changes to the proposed Project, including without limitation, alterations ;in unit mix, proposed rents, development team, unit design, development costs and/or income restrictions may affect eligibility and final approval. Accordingly, you are encouraged to keep MHP informed of the status and progress of your application for a Comprehensive.Permit and any changes to the Project that may affect program eligibility and/or financial projections. In addition, MHP requires that it be notified (1) when the applicant applies to the local ZBA for a comprehensive permit-, (2) when the ZBA issues a decision; and (3) when any appeals are filed. Please note that this preliminary determination of Project Eligibility is not a commitment or guarantee of or by MHP for financing, either expressed or implied, and, in the event that you determine not to apply to MHP for permanent financing and/or in the event that your application for permanent financing with MHP is denied, this letter shall be of no further force and effect. Also, please note that this letter shall be of no force or effect if the applicant has not filed for a Comprehensive Permit within two years of the date of this letter. 2 Massachusetts Housing Partnership Final review and approval under the Comprehensive Permit Rules will be undertaken by MHP only in conjunction with an application to MHP for permanent mortgage financing for the Project. After the ZBA's issuance of a Comprehensive Permit for the Project, MHP would be pleased to entertain a request for permanent mortgage financing pursuant to and in accordance with MHP's standard underwriting process. At that time, MHP shall require a complete loan application, a copy of the decision of the ZBA and any amendments thereto, a copy of the decision, if any, by the Housing Appeals Committee and revised preliminary plans and designs, if applicable, as well as such additional documents and information, as is required as part of the loan underwriting process. Should you have any comments or questions concerning this letter, please do not hesitate to call me at 617-330-9944 x287. Sincerely, Nancy McCafferty Senior Loan Officer cc: Tina Brooks, Department of Housing and Community Development John Klimm, Town Manager, Town of Barnstable James F. McGillen, Vice Chair, Zoning Board of Appeals, Town of Barnstable ' r ' 3 . V_ Massachusetts Housing EXHIBIT A Partnership Affordability At least ten (10) of the units must be affordable to households Requirements: earning up to eighty percent (60%) of the median area income. Such units shall include a mix of bedroom sizes satisfactory to MHP. The affordability requirements will be documented through an affordable housing agreement that will be recorded prior to the mortgage and shall create covenants running with the.Property for a minimum period of thirty (30) years. 4 BP:09401-0201 94-12-14 10:24 471460 QUITCLAIM DEED We, MARTIN J . FLYNN, WILLIAM T. FRIEL and JEREMY F. GILMORE, the duly elected BOARD OF SELECTMEN of the TOWN OF BARNSTABLE, a municipal corporation located at 367 Main Street, Hyannis, Massachusetts, under authority of a general. vote at a Special Town Meeting held July 19, 1988, Article One, and by vote of the Board of Selectmen at a Public Hearing held on December 21 , 1989, for less than One Hundred Dollars ($100.00) consideration, do hereby grant, • wi.th QUITCLAIM COVENANTS, to the BARNSTABLE HOUSING AUTHORITY, TOWN OF BARNSTABLE, a public body politic and corporate organized under tl-,e Commonwealth of Massachusetts, for administration and control by the BARNSTABLE . HOUSING AUTHORITY, having its place of business at 146 South Street, Hyannis, Massachusetts 02601 , the parcels of land located in the Town of Barnstable, Barnstable County, Massachusetts, more fully described on "Exhibit: A", Page 1 attached hereto, listing 16 parcels. For our title to these parcels, see title references under the heading of book and page final decree recorded on the exhibit herein marked as Exhibit A. WYTNESS our seals this J ' day of February _ 1990. BOARD OF SELECTMEN, of the TOWN BARNSTABLE •in F in hair an W 1 am T. Friel J .emy F. Gilmore COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: February v_ o_1990 . Then personally appeared the above-narited Martin J. Flynn, William T. Friel and Jeremy F. Gilmore, the duly elected Board of Selectmen of the Town of Barnstable, and acknowledged the foregoing instrument to be the free act and deed of the Inhabitants ' of the Town of BarnstakjTV,*. - before me, �- Notary Public My Comrnission expires: • EXHIBIT "A" - BOOK & PAGE BOOK R PAGE BOOK & PAGE MAP/PARCEL PROPERTY ACRES FINAL DECREE INSTRUMIEN.T PETITION TO ,J OF TAKING FORECLOSE - ' ' (APProx) . Ul , 30-110 Asa Meigs Road, M-M. 1 .50 a. 4635-155 2961-252 3983-060 (1 parcel) Dtd: 7/8/85 Dtd: 8/3/79 Rec: 7/24/85 Rec: 8/3/79 Rec: 1/11/84 2. 109-002 Cedar Street W.B.. 1 .39 a. 2628-343 1894-243 2133-70 (1 parcel) Dtd: 11/23/77 Dtd: '7/9/73 Rec: 12/7/77 Rec. 7/9/73 Rec: 12/23/74 ' 3. 150-022 to 027 Incl . Tree Top Circle, M.M. 2723-282 1943-051 2633-215 (6 parcels) 3,27 a. Dtd: 5/25/78 Dtd: 10/1/73 co Rec: 6/9/78 Rec: 10/1/73 Rec. 12/15/77 rnLU L4. 150-044 to 049 Incl. Tree Top Circle, M.M. 3.02 a. 2703-234 1943-052 2633-216 0 (6 parcels) Dtd: 4/21/78 Dtd: 10/1/73 Rec: 5/10/78 Rec: 10/1/73 Rec: 12/15/77 u0 5. - 173-026 Stage Coach Rd., Centv. 2.04 a. 2535-030 1894-173 2135-036 u�, (1 parcel) Dtd: 6/3/77 Dtd: 7/9/73 °C Rec: 6/27/77 Rec: 7/9/73 Rec: 12/30/74 m Q 6. 349-ul6 Oakmont Road, Curimaquid 3.09 a. 4851-245 1894-232 3094/022 ci (l parcel) Rec: 12/20/85 Rec: 7/9/73 Rec: 5/8/80 ,o 7. 028-037 & - 038 Highpoint Road (D.L.#19) Doc.#273530 Doc.#192956 Doc.#267139 . (2 parcels) Dtd: 10/31/80 Dtd: . Rec: 11/19/80 Rec: 1/13/75 Rec: 6/17/80 Highpoint Road (D.L.#20) Doc.#273531 Doc.#192957 Doc.#267140 Dtd: 10/31/80 Dtd: Rec: 11/19/80 Rec 1/13/75` Rec: 6/17/80 ''"' rJ T45EL7 Bk 2313>> Pg.�73 i38-29—'7p17E o� O2=46cs MASSACHUSETTS QUITCLAIM DEED U.S. Bank National Association, as Trustee for WFMBS 2007-010 for consideration paid of ONE HUNDRED SEVENTY-FIVE THOUSAND FIVE HUNDRED AND 00/100($175,500.00)DOLLARS, grant to BARNSTABLE HOUSING AUTHORITY,A MUNICIPAL AUTHORITY, HAVING AN ADDRESS OF 146 SOUTH STREET,HYANNIS, MA 02601 with Quitclaim Covenants, The land with the buildings thereon, situated in Barnstable(Centerville), Barnstable Massachusetts bounded and described as follows: County, , Beginning at the Northwest corner of the premises at an.iron pipe on the southerly side of Oak Street(also known as Clay Hill Road); Thence running Easterly by said Oak Street,eight hundred sixty-five (865.00)feet, more or less to an iron pipe at land now or formerly of the heirs of Jesse Murray; Thence running Southerly by said land now or formerly of Heirs of Jesse Murray, six hundred(600.00)feet,more or less,to an iron pipe at a pond; Thence running Westerly, nine hundred(900.00)feet,more or less,to an iron pipes at other land of the Heirs of Oscar Sarkinen; Thence running Northerly by said other land of the Heirs of Oscar Sarkinen,six hundred (600.00)feet, more or less,to an iron pipe at Oak Street, it being the point of beginning. Excepting therefrom the premises previously conveyed by Deed of Ronald C. Mendes, dated May 24, 2000 and recorded with-said Deeds in Book 13042, Page 90 and by MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 08-27-2008 D 02:46am CtIt: 1256 Doct: 45887 Fee: WO.21 Cons: $175r500.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 08-29-2008 D 02:46an Ctlt: 1256 Doct: 45887 Fee: $400.14 Cons: $175rS00.00 Bk 23130 Pg 274 #45887 • Deed of Ronald C.Mendes dated March 16, 1992 and recorded with said Deeds in Book 8102, Page 320. Also being shown as Lot 1 on a plan of land entitled,"Plan of Land in Barnstable,Mass., for Oak Leaf Nominee Trust,for Ronald C. Mendes,Trustee,January 28, 1992, scale 1" = 100', Cummaquid Survey, Inc.,45 Collie Lane,Cummaquid,Mass.,"which said plan is recorded with the Barnstable County Registry of Deeds in Plan Book 486, Page 58. Property address:151 Oak Street,Centerville,MA 02632 This conveyance does not constitute a sale of all or a substantial portion of the assets of the grantor corporation in the Commonwealth of Massachusetts and constitutes a sale in the company's normal course of business. Being the same premises conveyed to Grantor by Foreclosure Deed from Durcelino I a Salema, dated March 11, 2008 and recorded at the Barnstable County Registry of Deeds in Book 22756,Page 116. 2 . t E Bk 23130 Pg 275 #45887 IN WITNESS WHEREOF, the said Wells Fargo Bank, N.A. as Attorney in Fact for U.S. Bank National Association, as Trustee for WFMBS 2007-010 has caused its corporate seal to be hereto affixed and these presents to be signed, acknowledged and delivered in its name and behalf by its r/iu this &"h day of ,200 8. Wells Fargo Bank, as Attorney is Fact for U.S. Bank National Association, as Trustee for W MBS 2007- LYNN CARDER Vk:e Prt�ldetd to8ti Dapun�rdaUon . STATE OF: I(IIJ COUNTY: rut L DATE: f�U vs� ZaOg On this -Eday of AuquAf 2006, before me, the undersigned notary public, personally appea d (name of signer) proved to me through sat' factory evidence of identification, which was persolld;f /Cnr wn to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. (as partner for ,a corporation) (as U/ce es, ,14 for a corporation) (as attorney in fact for ,the principal) (as for (a)(the) Notary Public- My Commission Expires: N4EUNDAJ.KOLL (Official signature and seal of notary) o P c9�Commission Nwnber 743511 My Commfsslon ExOp01� _ Octoher 20, 3 BARNSTABLE REGISTRY OF DEEDS Town of Barnstable.Geographic Information System October 23, 2009 1,. 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O #4 .: .... 97302 . :.:;' O lP d.�i'pi d C hn �b 173031 n $ rr 173047 per` 173032. > 473033,;:'` 173034^ s: 173036 •_ 1x- 113 #29 : 192001 173037. 172110r �Q`sF :•:• ::. .:i:'; i:i::'': . #23 '....:::....:.•,. •:.:` 172119 172114 b 172i .'y #32, , 172118 172117 #19'� :` 1 f 86002 9 � +, .:?:.:;..:..::.'.': . .D, #44 172116 172112 #j{19= �#S ;• 172106 �172106 © - #56 #66 #20 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:173 Parcel:026 Zoning Board Of Appeals(ZBA) ' N boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel ' 1'"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter LISP Type-PaItIBS Of interest are those directly opposite SUbJBCt lot On are only graphic representations of Assessors tax parcels. They are not true property any public or private street Or way and abutters to abutters. Notification of all Abutters . W IE • boundaries and do not represent accurate relationships to physical features on the map .properties within 300 feet ring of the subject lot. ' such as building locations. Buffer r ' r Town of Barnstable Board of Appeals Comprehensive Permit Application Attachment E Applicant: Barnstable Housing Authority r Property: Stage Coach Residences at 70 Stage Coach Road . and 151 Oak Street, Centerville Existing Conditions Plan Please see Attachment G for full Site Plan Package which includes the Existing Conditions Plan." Town of Barnstable Board of Appeals Comprehensive Permit Application Attachment F Applicant: Barnstable Housing Authority Property: Stage Coach Residences at 70 Stage Coach Road and 151 Oak Street, Centerville Project Narrative The Barnstable Housing Authority owns the two adjacent parcels of land located respectively at 70 Stage Coach Road and 151 Oak Street in Centerville.-The combined properties total 6.9 acres of land. The northerly portion of the land is improved with a single-family dwelling, shed, and septic system. The dwelling is currently unoccupied. The southern portion of the land is vacant. The combined land is located within the RC Zoning District and the AP and RPOD Overlay Districts: The Barnstable Housing Authority is proposing to construct three(3)buildings and related site improvements clustered at the southern end of the land with access from Stage Coach Road for use as affordable rental housing. The proposed development will be a M.G.L. Chapter 149 public construction project. There will be a total of 12 Units(four units per building)with a total 18 bedrooms (six two-bedroom units'and six one-bedroom units). The existing house and shed on the northern Oak Street portion of the land will be removed. The old septic system will be capped and filled. A more detailed description of the proposed site layout is included in the attached Project . Description and Narrative prepared by Brown Lindquist Fenuccio &Raber Architects, Inc.,the Project Architects, including a graphic showing the proposed development on the land and its relation to the neighborhood: These rental apartments,which will serve residents earning at or below 60% of the area median income and which will all be affordable housing units,will help fulfill a significant unmet local need for affordable, one and two-bedroom rental opportunities in the Town of Barnstable: • As noted in the Barnstable Housing Needs Assessment which is attached to the Barnstable Affordable Housing Plan, "[t]he greatest need in the Town is for rental housing,...." • As further noted in the Project Eligibility Letter issued by the MA Housing Partnership for the proposal,the project site"...is mentioned in the draft Centerville . Village Plan as a potential affordable housing development site...[and]...meets several goals of the [Barnstable] Local Comprehensive Plan including distributing affordable housing throughout the seven villages (Centerville has only 1.82% affordable housing units) and providing family rental housing." 1 _ • Finally, as referenced in a letter dated September 16, 2009, from the Barnstable Town Manager to the MA Housing Partnership, "[t]he Town of Barnstable has actively encouraged the development of affordable housing throughout the town's seven villages. 70 Stage Coach Road is centrally situated within Barnstable and affords easy access to employment areas,business districts,recreational,beach and conservation areas, and education opportunities. The proposed development meets the priority need of affordable rental housing as set forth in the Local Comprehensive Plan and the Housing Production Plan. 100% of the units in this project are affordable and will serve tenants at 60% and below of median income. The proposed project will increase the supply of one and two bedroom units for which there is a critical need and assists in meeting the Town's goal of 10% affordable housing by 2015." The site has been designed to cluster development away from environmentally sensitive portions of the land and to be as visually unobstrusive to the neighborhood as possible. No development or site disturbance will take place within the jurisdictional boundaries of any wetlands. The proposal complies with all wetlands requirements of the Barnstable Conservation Department and the MA Department of Environmental Protection and does not otherwise require review and approval by either the Barnstable Conservation Commission or DEP. All drainage will be contained on site and either channeled into dry wells or directed into a stormwater management basin using best management practices to recharge the site runoff. In addition, the Applicant has been working with MA Natural Heritage to protect sensitive portions of the land. 70% of the combined land will be preserved and protected in perpetuity as open space by means of a conservation restriction. Additional open space will be preserved and maintained around the developed portion of the site. A state-of-the-art, conforming Title 5 septic system will service the apartments. No variances are required. The proposal complies with all sanitary wastewater requirements of both the Barnstable Health Department and the MA Department of Environmental Protection and does not otherwise require review and approval by either the Barnstable Board of Health or DEP. The land is located within the watershed as defined in the"Massachusetts Estuary Project, Zones of Contribution to Saltwater Estuaries, Town of Barnstable,March 10, 2008." The maximum number of bedrooms on the project site is limited to the restriction of 440 gpd per 40,000 sq. ft. of land area., as defined under the Interim Regulation for Protection of Saltwater Estuaries. Under the Interim Regulation, the total project site,which is 302,420f sq. ft. in area, can accommodate 30 bedrooms. Under a more conservative analysis which calculates bedrooms based on existing upland only, the.site can accommodate 23 bedrooms. However,the BHA is proposing only 18 total bedrooms. Thus,under both calculation methods,the proposal also complies with the Interim Regulations. The proposal includes conforming parking,buffers,buildings, and stormwater management. Variances are not required in any of these dimensional areas. The Applicant is seeking necessary. waivers from certain other regulations of the Barnstable Zoning Board of Appeals,the Barnstable Site Plan Review Team, and the Barnstable Historical Commission in connection with its application for a Comprehensive Permit.' 2 In completing survey work in connection with the proposed development,the Applicant learned earlier this year that an adjacent neighbor at 79 Three Ponds Drive has constructed significant encroachments onto the Applicant's land. The encroachments total some 6,300 sq. ft. of land area and contain approximately'/3 to '/z of an above-ground swimming pool and an elevated deck structure around the pool, an elevated pool cabana building,pool equipment, an in-ground trampoline, a putting green, and other amenities. The Applicant has been attempting to work with the neighbor in question to reach a resolution of this matter. As a temporary measure for discussion, the submitted site plan shows a portion of the existing encroachments that would not otherwise significantly impact the proposed development. If the encroachments are ultimately otherwise removed,then this area could be made an additional part of the landscaping for the development. The Applicant's representatives have previously met with Staff from the COMM Fire Department, Barnstable Housing Committee,Barnstable Site Plan Review Team, and the Barnstable Growth Management Department. The Barnstable Housing Committee has unanimously voted to support the proposal. 3 i 0000 BROWN LINDQUIST FEN UCCIO & RABER ARCHITECTS, INC. Proposed 12 Unit Rental Housing Development at Stage Coach Road, Centerville MA Site Description: The site is comprised of two adjacent lots totaling 6.9 acres and is owned by the Barnstable Housing Authority. The northerly lot of+/-4.8 acres fronts on Oak Street and consists of long abandoned and overgrown bogs, flagged wetlands and an abandoned single family residence at 151 Oak Street which will be razed. The southerly lot of+/-2.1 acres fronts on the end of Stage Coach Road and contains the most favorable areas for construction. The southerly lot is more favorable for development due to higher and more level areas but it also has some sloping topography that must be considered in building and parking lot placement. The entire site has well established tree cover of small to medium oaks and some large mature White Pines. Conceptual Site and Building Design: The proposed development concept consists of 3 buildings clustered on the southerly portion of the site. All development will be limited to this area and the remainder of the site will be placed in a conservation restriction. The proposed developed area accounts for approximately 20%of the entire site. Stage Coach Road will extend to provide the only access to the site with no access from Oak Street. A meandering entry drive will help navigate the existing topography, screen views of the development from down Stage Coach Road, and will act to slow traffic. The 3 buildings will face inward toward an "L". shaped parking configuration and a passive recreation area. The zoning required parking of 19 spaces will be provided plus 5-additional visitor spaces bringing the total provided parking to 24 spaces. Trash collection for the development will be handled through a single common dumpster. Site clearing will be limited to only what is necessary for construction so that existing natural buffers to the surrounding neighborhood can be maintained to the greatest degree possible. The desire to maximize natural daylighting (passive solar gain) and solar orientation, for a potential solar photovoltaic system, played a large role in how the 3 buildings were positioned on the site. All 3 buildings are oriented with a long south facing roof plane to maximize the potential for photovoltaic electric power generation. 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-36-2828 , • • •• • • • • • - �.. •- -• • • • WWI e'• am iL 1 .l L A R f + y e• • / lY4(� ° o ,t� r t ° 1+ ±pa1¢� i �\ '1i � V � . ��++���w� ti F,•.�'° •l ,ti t 1 . to dk.,y�i i One-Sto'p2000 Affordable Housing Finance Application [Version 1.1710 u Page.A-] Project Summary Information NOTE: Do not fill out this section. It is automatically filled in b program. Project Name Stage Coach Residences Developer Barnstable Houisn Authority Community Centerville Number of Units 12 - SRO 0 Low-Income,Rental Assisted 5 0 bedroom 0 Low-Income,Below 50% 0 1 bedroom 6 Low-Income,Below 60% 7 2 bedrooms 6 Other Income 80% 0 3 bedrooms 0 Market Rate. 0 4 bedrooms 0 This is an application for: DHCD Tax Credit Allocation................:............................:.... No HOME Funding through DHCD .............................................. No MHFA Official Action Status.................................................. No MHFAConstruction Financing................................................ No MHFA Permanent Financing................................................... No MHPFund Financing....................:...............................:......... No MHIC Construction Loan.......:........:.:.:.:..... No MHIC Tax Credit Equity......................................................... No Boston:DND...........:................................ No Other.................................................................... N/A Other.................................................................... N/A Other.................................................................... N/A Financing from Massdevelopment.................................. No Sources of Funds: Uses of Funds: ... $30,000 Acquisition............................................. $175,000 Developer's Equity................ ..... Tax Credit Equity.......................I.......... $0 Construction.....................:.....:............... $2,176,125 Public Equity................ .:. $575,000 General Development............................. $475,500 Subordinate Debt.........:............................................... $1,450,000 Developer Overhead............................... $70,000 . Developer Fee................:....................... $75,000 Permanent Debt.................................... $931,300 .. $2 986 300 Capitalized Reserves.................... $14,675 Total All Sources Total All Uses........................... $2,986,300 Uses Exceed Sources by........................ $0 Rent Levels: , BR aver. SF aver. 899 Low-Income,Rental Assisted................ $1,185 1.6 Low-Income,Below 50%...................... N/A N/A N/A Low-Income,Below 60%................ $948 1.4 889 Other Income 80%.......................... N/A N/A N/A Market Rate........................... N/A N/A N/A Average,All Units................................. $1,047 L.5j 893 Annual Operating Income(year 1 : Annual Operating Expense(year 1): Gross rental income residential $150,696 Management Fee $5,842 Vacancy(resid.) 5.00% $7,535 Administrative $10,200 Other Income(net of vacancies) $2,880 Maintenance $14,400 Subtotal $146,041 Res.Service,Security $1,200 Operating Subsidies $0 Utilities $19,884 Draw on Operating Reserves $0 Repl.Reserve $3,900 Total Annual Income $146,041 Oper.Reserve $0 Taxes,Insurance $9,600 Net Operating Income $81,016 Total $65,026 Debt Service $72,857 Debt Service Coverage 1.11 Total per Unit $5,419 #VALUE! Revised Date:1011312009 Stage Coach Residences One Stop2000 Affordable Housing Finance Application[Version 1.1710 Page to Section 3 - SOURCES AND USES OF FUNS Sources of Funds Private Equity: Optional user calculations 81 Developer's Cash Equity $ 82 . TaX Credit Equity(net amount) ---(See line 360,Section 5_page 18.) $ 83 . Developer's Fee/Overhead,Contributed or Loaned $ 84 . Other Source_ CCC-DRI Mitigation $30,000 ��00 Public Equity: $ �� 85 . HOME Funds,as Grant 86 Grant: CPA $350,000 87 . Grant: JBAHEDTF $225,000 00 88 . Total Public Equity _ $575,000 Subordinate Debt(see definition): Amount Rate Amortiz. Term 89 . Home Funds-DHCD,as Subordinate Debt lym lyrs. ------------- Source: - 90 . Home Funds-Local,as Subordinate Debt $150,000 % yrs. yrs. - Source----Barn Cty 91 . Subordinate Debt $550,000 % yrs. yrs. ----------------- Source: JAHTF 92 . Subordinate Debt $750,000 % 1 yrs. lyrs. --- Source MHP-NIP 93 . Subordinate Debt $0 % yrs. yrs. ----------------- Source: 94 . Total Subordinate Debt $1,450,000 ------------------------------------------- Permanent Debt(Senior): Amount Rate- Override Amortiz. Term MY 95 . MHFA MHFA Program 1 $ % % yrs. yrs. % 96 . MHFA MHFA Program 2 $ yrs. yrs. 97 . MHP Fund Permanent Loan $931,300 6.80% 30.00 20.00 98 . Other Permanent Senior Mortgage $ % yrs. yrs. Source: 99 . Other Permanent Senior Mortgage $ % yrs. yrs. % Source: 100 . Total-Perm a n ent Senior Debt $931,300 101 ..Total-Permanent Sources $2,986,300 Construction Period Financing: Amount Rate Term 102 Construction Loan $0 % imos. ----------------- Source. Repaid at: (event) 103 . Other Interim Loan $0 % imos. •---------------- Source: Repaid at: (event) 104 ..Syndication Bridge Loan $0 % Imos. Source Repaid at: (event) BHA-Stage Coach #VALUE! Revised Date:1011312009 Section 3. Sources and Uses of Funds Page 12 Development Budget: Total Residential Commercial Comments 161 . Acquisition: Land $175,000 $175,000 162 . Acquisition: Building $0 $0 163 . Acquisition Subtotal $175,000 $175,000 $0 164 . Direct Construction Budg $2,072,500 $2,072,500 (from line 159) 165 . Construction Contingenc $103,625 $103,625 5.0% of construction 166 . Subtotal:Construction $2,176,125 $2,176,125 $0 General Development Costs: 167 . Architecture&Engineering $180,000 $180,000 7%+engineering 168 . Survey and Permits $15,000 $15,000 169 . Clerk of the Works $12,000 $12,000 170 . Environmental Engineer $1,800 $1,800 171 . Bond Premium $0 172 . Legal $70,000 $70,000 inc.$10,000 possible litigation 173 . Title and Recording $8,700 $8,700 174 . Accounting&Cost Cert. $7,500 $7,500 175 . Marketing and Rent Up $6,000 $6,000 176 . Real Estate Taxes $0 $0 177 . Insurance $8,000 $8,000 178 . Relocation $0 179 . Appraisal $6,000 $6,000 180 . Security $0 181 . Construction Loan Interest $22,000 $22,000 182 . Inspecting Engineer $12,000 $12,000 183 . Fees to: MHP a &C $16,000 $16,000 184 . Fees to: MHP legal $26,000 $26,000 185 . MIP $0 186 . Credit Enhancement Fees $0 187 . Letter of Credit Fees $0 188 . Other Financing Fees $0 $0 189 . Development Consultant $50,000 $50,000 190 . Other: IMassDocs $5,000 $5,000 191 . Other: JPriority Hab $7,500 $7,500 192 . Soft Cost Contingency $22,000 $22,000 4.9% of soft costs 193 . Subtotal: Gen.Dev. $475,500 $475,500 $0 194 . Subtotal:Acquis.,Consil $2,826,625_1 $2,826,625 $0 and Gen.Dev. 195 . Capitalized Reserves $14,675 $14,675 196 . Developer O verhead $70,000 $70,000 197 . Developer Fee $75,000 $75',000 198 . Total Development Costj $2,986,300 $2,986,300 $0 TDC per unit $248,858 199 . TDC,Net 1 $2,971,625.1 $2,971,625 $0 TDC,Net per unit $247,635 BHA-Stage Coach #VALUE! Revised Date:1011312009 Pne Stop2000 Affordable Housing Finance Application[Version 1.1710 Page 14 Section 4 OPERATING PRO-FORMA Operating Income Rent Schedule' Contract Utility Total' No. of 222 . Low-Income(Rental Assisted): Rent Allowance Gross Rent Units SRO $0 0 0 bedroom $0 0 1 bedroom $996 $996 2 2 bedrooms $1,311 $1,311 3 3 bedrooms $0 0 4 bedrooms $0 0 223 .Zow-Income(below 50%): - SRO $0 0 0 bedroom $0 0 1 bedroom 0 2 bedrooms 0 3 bedrooms $0 0 4 bedrooms $0 0 224 . Low-Income(below 60%): SRO $0 0 0 bedroom $0 0 1 bedroom $873 $873 4 2 bedrooms $1,047 $1,047 3 3 bedrooms $0 0 4 bedrooms $0 0 225 . Other Income 80% Below 80%of the median income for the region SRO $0 0 0 bedroom $0 0 1 bedroom 0 2 bedrooms 0 3 bedrooms $0 0 4 bedrooms $0 0 226 . Market Rate(unrestricted occupancy): SRO 0 0 bedroom 0 1 bedroom 0 2 bedrooms 0 3 bedrooms 0 4 bedrooms a 0 Commercial Income: (average) 227 . Square Feet: @ /square foot Parking Income: (average) 228 . Spaces: 0 @ /month x 12 = $0 BHA-Stage Coach WALUE! Revised Date:1011312009 L One Stop2000 Affordable Housing Finance Application[Version].171© Page A-3 21 -Year Operating Proforma Years 1 -5 , NOTE: Do not fill out this section. It is a6-t-omatically filled in by pr-mrom. Year 1 Year 2 Year 3 Year 4 Year S Calendar Year: N/A N/A N/A N/A N/A INCOME: Low-Income,Rental Assisted $71,100 $71,100 $72,522 $74,335 $76,193 Low-Income,Below 50% 0 0 0 0 0 Low-Income,Below 60% 79,596 79,596 81,188 83,218 85,298 Other Income 80% 0 0 0 0 0 Market Rate 0 0 0 0 0 Gross Potential Income 150,696 150,696 153,710 157,553 161,491 Less vacancy 7,535 7,535 7,685 7,878 8,075 Effective Gross Residential Income 143,161 143,161 146,024 149,675 153,417 Commercial(includes parking) 0 0 0 0 0 Less vacancy 0 0 0 0 0 Net Commercial Income 0 0 0 1 0 0 Effective Rental Income 143,161 143,161 146,024 149,675 153,417 Other Income:Laundry 2,880 2,880 2,952 3,026 3,101 Other Income: 0 0 0 0 0 0 Other Income: 0 0 0 0 0 0 Other Income: 0 0 0 0 0 0 Other Income: 0 0 0 0 0 0 Other Income: 0 0 0 - 0 0 0 Other Income: 0 0 0 0 0 0 Total Gross Income 146,041 146,041 148,976 152,701 156,518 Operating Subsidies 0 0 0 0 0 Draw on Operating Reserves 0 0 0 0 0 Total Effective Income $146,041 $146,0411 $148,976 $152,701 $156,518 EXPENSES: Management Fee 5,842 5,842 5,959 6,108 6,261 Administrative 10,200 10,506 10,821 11,146 11,480 Maintenance 14,400 14,832 15,277 15,735 16,207 Resident Services 1,200 - 1,236 1,273 1,311 1,351 Security 0 0 0 0 0 Electrical 7,488 7,713 7,944 8,182 8,428 Natural Gas 11,328 11,668 12,018 12,378 12,750 Oil(heat) 0 0 0 0 0 Water&Sewer 1,068 1,089 1,111 1,133 1,156 Replacement Reserve 3,900 4,017 4,138 4,262 4,389 Operating Reserve 0 0 0 0 0 Real Estate Taxes 0 0 0 0 0 Other Taxes 0 0 0 0 0 Insurance 9,600 9,888 10,185 10,490 10,805 MIP 0 0 1 0 0 0 Other: 0 0 0 1 0 0 Total Operating Expenses $65,026 $66,790 $68,725 $70,746 $72,827 NET OPERATING INCOME $81,016 $79,251 $80,251 $81,9551 $83,692 Debt Service $72,857. $72,857 1 $72,857 $72,857 1 $72,857 Debt Service Coverage 1.11 1.09 1 1.10 1.12 1.15 Project Cash Flow $8,159 $6.394 1 $7,394 $9,098 1 $10.835 Required.Debt Coverage $80,142 $80,142 $80,142 $80,142 $80,142 (Gap)/Surplus for Cov. $873 $891) slog $1,812 1 %3,549 BHA-Stage Coach #VALUE! Revised Date:1011312009 rk One Stop2000 Affordable Housing Finance Application[Version 1.17]0 Page A-4 21 -Year Operating Proforma Years 6-10 NOTE: Do not fill out this section. It is automatically filled in by program. Year 6 Year 7 . Year 8 Year 9 Year 10 Calendar Year: N14 N/A N/A N/A N/A INCOME: Low-Income,Rental Assisted $78,098 $80,051 $82,052 $84,103 $86,206 Low-Income,Below 50% 0 0 0 0 0 Low-Income,Below 60% 87,857 90,493 93,207 96,004 98,884 Other Income 80% 0 0 0 0 0 Market Rate 0 0 0 0 0 Gross Potential Income 165,955 1 170,543 175,259 180,107 185,090 Less vacancy 8,298 J 8,527 1 8,763 1 9,005 1 9,254 Effective Gross Residential Income 157,657 162,016 166,497 171,102 175,835 Commercial Income 0 0 0 0 0 Less vacancy 0 0 0 0 0 Net Commercial Income 0 0 0 0 0 Effective Rental Income 157,657 162,016 166,497 171,102 175,835 Laundry Income 3,179 3,258 3,340 3,423 3,509 Other Income: - 0 0 0 0 0 Other Income: - 0 0 0 0 0 Other Income: - 0 0 0 0 0 Other Income: - 0 0 1 0 0 0 Other Income: - 0 0 0 0 0 Other Income: - 0 0 0 0 0 Total Gross Income 160,836 165,275 169,836 174,525 179,344 Operating Subsidies 0 0 0 0 0 Draw on Operating Reserves 0 0 0 0 0 Total Effective Income 1 $160,836 $165,275 $169,836 $174,525 $179,344 EXPENSES: Management Fee 6,433 6,611 6,793 6,981 7,174 Administrative 11,825 12,179 12,545 12,921 13,309 Maintenance 16,694 17,194 17,710 18,241 18,789 Resident Services 1,391 1,433 1,476 1,520 1,566 Security 0 0 0 0 0 Electrical 8,681 8,941 9,209 9,486 9,770 Natural Gas 13,132 13,526 13,932 14,350 14,780 Oil(heat) 0 0 0 0 0 Water&Sewer 1,179 1,203 1,227 1,251 1,276 Replacement Reserve 4,521 4,657 4,797 4,940 5,089 Operating Reserve 0 0 0 0 0 Real Estate Taxes 0 0 0 0 0 Other Taxes 0 0 0 0 0. Insurance 11,129 11,463 11,807 12,161 12,526 MIP 0 0 0 0 0 Other: 0 1 0 1 0 1 0 0 Total Operating Expenses $74,985 $77,207 1 $79,496 $81,852 $84,278 NET OPERATING INCOME $85,851 $88,067 1 $90,341 $92,673 $95,066 Debt Service $72,857 $72,857 $72,857 $72,857 $72,857 Debt Service Coverage 1.18 1.21 1.24 1.27 1.30 Project Cash Flow $12,995 $15,211 $17,484 $19,817 $22,209 i - Required Debt Coverage $80,142 $80,142 $80,142 $80,142 $80.142 (Gap)/Surplus for Cov. _ $5,709 $7,925 $10,199 $12,531 $14,924 BHA-Stage Coach #VALUE! Revised Date:1011312009 QF��ti The Town of Barnstable Barnstable F Office of Torn Manager An-Amefic$c-RY BAMSUBLB : 367 Main Street,Hyannis MA 02601 r � 'a� ,�� www.town.barnstable.ma.us �fD MA'S A e 2007 Office: 508-862-4610 Fax: 508-790-6226 Email: jolin.klimin@tDwn.barnstable.i-na.us John C.HIimm,Town Manager September 14,2009 Nancy McCafferty,Senior Loan Officer Massachusetts Housing Partnership 160 Federal Street Boston,MA 02110 RE: Barnstable Housing Authority's 70 Stage Coach Road Project Dear Ms. McCafferty: The Town of Barnstable requests Massachusetts Housing Partnership Fund to waive the requirement of an appraisal for the above-referenced project. The project is a housing authority sponsored rental project with 12 units on authority-owned land. Therefore, we don't believe the appraisal is necessary. Thank you for your consideration in this matter. if you have questions or need further information please contact me at 508-862-4610. Si eer Jo C. Klimm, Town Manager Town of Barnstable Board of Appeals Comprehensive Permit Application Attachment I Applicant: Barnstable Housing Authority. Property: Stage Coach Residences at 70 Stage Coach Road and 151 Oak Street, Centerville Local Requirements and Regulations The proposal would normally require review by the Barnstable Zoning Board of Appeals,the Barnstable Site Plan Review Team, and the Barnstable Historical Commission. The proposal complies with all sanitary wastewater requirements of both the Barnstable Health Department and the MA Department of Environmental Protection and would not otherwise require review and approval by either the Barnstable Board of Health or DEP. The proposal complies with all wetlands requirements of the Barnstable Conservation . Department and the MA Department of Environmental Protection and would not otherwise require review and approval by either the Barnstable Conservation Commission or DEP. The Applicant is seeking necessary waivers from the regulations of the Barnstable Zoning Board of Appeals,the Barnstable Site Plan Review Team, and the Barnstable Historical Commission in connection with its application for a Comprehensive Permit. Town of Barnstable Board of Appeals Comprehensive Permit Application Attachment J Applicant: Barnstable Housing Authority Property: Stage Coach Residences at 70 Stage Coach Road and 151 Oak Street, Centerville Waiver from Local Requirements and Regulations The Applicant seeks waivers to from the following local requirements and regulations: 1. Barnstable Zoning Ordinance Chapter 240: A. Article II, Section 240-7(F)(1)—number of principal permitted buildings on a single lot in residential district; B. Article III, Sections 240-13,240-35(E), and 240-36—multi-family use in RC.. Zoning District and the AP and RPOD OverlayDistricts; C. To extent necessary,Article VI, Section 240-53 —parking lot landscaping; D. Article IX-site plan review provisions; E. Article XI ' growth management, including without limitation, rate of residential development and residential building permit provisions; F. Article XII, Section 240-124—performance bond; G. To extent necessary,Article XII, Section 2407126—variance and site plan review provisions; and H. To extent necessary and only as it relates to locus (Parcel 26), all relevant provisions of the Zoning Ordinance concerning, without limitation, landscape and perimeter buffers and yard setbacks for constructiori associated with adjacent land at Parcel 73; and 2. To extent necessary,Barnstable General Code, Chapter 59 (Comprehensive Occupancy), Section 59-3—occupancy in multi-family buildings; and 3. Barnstable General Code, Chapter 112 (Historic Properties), Section 112-3— demolition and removal of abandoned house on Oak Street greater than 75 years old. Barnstable Housing Authority Administrative Capabilities The Barnstable Housing Authority has been operating low income subsidized housing since 1948. The Authority currently administers approximately 1000 units of housing including; 153 units of state aided Chapter 667 elderly/handicapped housing; 52 units of state aided Chapter 689 special needs housing; 52 units of state aided Chapter 705 family housing; 70 units of state aided Massachusetts Rental Voucher Program housing; 68 units of federal 46-3 elderly/handicapped housing; 172 units of federal Section 8 rental assistance housing and an additional 41 units of Section 8 Mobility Vouchers. Also included in this count are 16 units of Single Room Occupancy Section 8 Mod Rehab. housing for homeless Veterans and homeless shelter participants; 50 vouchers under the federally funded Shelter Plus Care Program for people with disabilities; and 33 units under the Rental Acquisition Program (RAP). The BHA is the lead agency for two Cape Cod Section 8 Programs and in this role administers 200 units under the Disabled Independent Adult Living Program (DIAL) and 93 Section 8 Vouchers under the Fair Share Program. In 1997, in collaboration with the Bourne and Falmouth Housing Authorities, the BHA obtained an additional 200 Section 8 certificates to assist younger disabled adults secure housing. The BHA has created the Disabled Independent Adult Living (DIAL) program to serve this population. In 1998, the BHA in collaboration with the Cape AIDS Ministry, obtained $200,000 in HUD grants to fund housing for families living with the virus at CAM's Winter Street Project in Hyannis. In 1999, the BHA received McKinney funding through the Super NOFA process which is being used to house graduates of the homeless shelter known as Pilot House. The Board has endorsed the new Rental Acquisition Program (RAP) which has been created by.the BHA to preserve affordable rental stock in the Town of Barnstable. Eight Condo units and two three bedroom single family houses have been purchased under RAP. The BHA worked with the Cape Cod Five Cents Savings Bank on these projects. In August of 2000 the BHA purchased a former rooming house known as Aunt Sarah's Harbor View House. The BHA applied for and received a Comprehensive Permit through the Town of Barnstable and renovated the property into 12 permanently affordable rental units which can _ house a maximum of 15 individuals. The BHA secured a construction loan from Compass Bank for renovation of the property, with the final financing being funded by a Perm Plus loan through Mass Housing.Partnership. Also through RAP, in September of 2000,.the BHA purchased 71 Pleasant Street, Hyannis, a 9-unit building which formally housed an alcohol treatment facility serviced by Gosnold. This property houses a program known as Career House which is run by the May Institute for mentally ill individuals.working towards self sufficiency V In April of 2000, the BHA collaborated with nine other`LHAs on Cape Cod to form the Cape Cod Consortium of Housing Authorities (CCCHA) for the purpose of applying for Section 8 Fair Share Vouchers through HUD, to subsidize rents for, low-income families Cape wide. On September 7, 2000, the BHA as lead agency, was awarded 93 vouchers totaling $596,148 under this program.. The BHA has been working cooperatively with Housing Assistance Corporation which administers a regional list encompassing all of Cape Cod, utilizing their wait list for this regional program: The BHA has collaborated with Housing Assistance Corporation (HAC),arid the Barnstable on our first Home Ownership Opportunity project for first time Town of Barn J - _ P PP Y P home buyers. The BHA has provided a 6-acre parcel of land in Marstons Mills, known as Gallagher Lane:, HAC constructed 6 single-family homes and conducted a.lottery for eligible families interested in purchasing these affordable = units. The BHA has taken an active role working for zoning and ordinance changes.in the Town of Barnstable which promote the preservation and creation of x affordable housing. An'Accessory Apartment Ordinance was passed creating an additional tool to add more affordable housing resources in the Town of Barnstable. The BHA has a staff of twenty individuals to administer these various programs and maintain the units. The Executive Director is responsible to a five member Board of Commissioners ffour elected-and one state appointed member) who , meet monthly to set policy and review the progress of the agency The agency has a strong-track record in the construction of new housing and,, 'rehabilitation of existing=units. The BHA renovated a former rooming house into 12 units of housing, two-old captain's houses into group homes, preserved and moved the oldest house in Hyannis onto BHA owned land for family housing, constructed five 689 developments for the disabled, and built a 64 unit state and a 68 unit federal elderly/handicapped development as well. '� ' The Town of Barnstable Barnstable Office of Town Manager s�amer��c�,r 3 B i� = 367 Main Street,Hyannis MA 02601 � �► wwwwtow-A.barnstable-ma.us m 2007 Otljce: 508-862-4610 Fax. 508-790-6226 Email: LQIW.i<Iimm@town.bamstable.ma.us John C.Klimm,Town Manager September 16,2009 Ms. Nancy McCafferty Senior Loan,Officer Massachusetts Housing Partnership 160 Federal Street Boston, MA 02110 Re: Stage Coach Road Apartments Barnstable Housing Authority Dear Ms.McCafferty: . Thank you for providing the Town of Barnstable an opportunity to comment on the project eligibility application of the Barnstable Housing Authority for the Stage Coach Road project at 70 Stage Coach. Road and 151 Oak Street, Centerville. The Town of Barnstable has actively encouraged the development of affordable housing throughout the town's seven villages. 70 Stage Coach Road is centrally situated wxthln�Barnstable and affords easy access to employment areas,business districts,recreational,beach and conservation areas, and education opportunities. The proposed development meets the priority need of affordable rental housing as set forth in the Local Comprehensive Plan and the Housing Production PIan, 100% of the.units in this project are affordable and will serve tenants at 60%and below of median income. The proposed project will increase the supply of one and two bedroom units for which there is a critical need and assists in meeting the Town's goal of 10%affordable housing by 20IS. The density and design respects the Cape's sensitive environment.The configuration concentrates development on 2.1 acres of the 6.9 acre site and maintains the remaining 4.8 acres as protected open space. The applicant has committed to a Conservation Restriction on at least 70%of the site for ' -MIdlife habitat and resource preservation. . In addition,the development is proposing,to incorporate renewable resources and clean energy options. The site is served by public water and adequate private utility service e-,dsts. The site is not within atone of contribution to apublic supply well. The proposed development of 18 total bedrooms complies with the stringent locally adopted Board of Hcalth regulations. According to our traffic engineer,the anticipated additional vehicle trips per weekday should not represent an overburdening of Stage Coach Road,nor present a safety issue at the intersection with Old Stage Road. The Town has a long history of working cooperatively with the Barnstable Housing Authority and is confident in their ability to develop,maintain and manage affordable housing units. Because of the strength of the application,the Community Preservation Committee voted to promote the Housing Authority's grant request of$350,000 for development funding to a full application The applicant has worked closely with the Growth Management Department to develop and refzne the proposal. 'The proposed development has been reviewed by the Barnstable Housing Committee who voted unanimously to support the proposal. The concept plan has also been Wonxzally reviewed by the Town's Site Plau Review Committee and based on that review of the proposed layout plan no issues were identified with regards to meeting the town standards for multi-family housing development. The applicant has also committed to prepare an engineered site plan and fnal wastewater disposal plan for submission to the Zoning Board of Appeals. Those plans are intended to show that the development is in full couformity to all applicable Site Plan requirements as well as alI local Board of Health regulations. T trust that Massachusetts Housing Palftiexship would look favorable on this proposed development and the Town remains confident that the local peiznitting process by the Zoning Board of Appeals can address the remaining local issues. ct 1y,_ j C.Klifnm Town Manager I HEREBY CERTIFY THAT THE EXISTING OWNER OF RECORD FOUNDAT140y51S,.QWN HEREON ARE LOCATED Barn5tbale Housing Authority AS�'3E,. EXISTS�ON THE GROUND. Deed Book 948 I Page 201 Plan Book 48G Page 58 252•g41 Assessors' Map 173, Parcel 2G IL v � +I (y) K, y (y) 5ie 65 7_ i � k P 5G / S2 4,X O +a� 0)� :J m O +1 PARCEL #26 BENCHMARK: BLD,#3 Area=92,52 I SF Top of Concrete Bound I EL=72.2± (Assumed datum) 26.2� +1 303-34, � Q �� CERTIFIED PLOT PLAN 0� �j SHOWING FOUNDATIONS AT 70 STAGE COACH ROAD, CENTERVILLE, MA PREPARED FOR O ° BARNSTABLE HOUSING AUTHORITY C� 0 GO . 120 160 SCALE I"=GO' MAY 14, 2013 rn REVISED MAY I G, 2013 - ADDRESS CHANGED "J Drawn by: KEF JMO-4515 G:\AAJob5\Barn5table H0u51ng\Barn5tab1C Hou5mcj45 1 5 -5tagecoach\201 2 CONSTRUCTION PHA5E\A55-built\45 1 5-cpp(rev5-)G-13).dwcg J.M. OREILLY & ASSOCIATES, INC. 1573 Main Street, P.O. Box 1773 Professional Engineering & Surveying Services Brewster, MA 02631 (508)896-6601 . . , , - - .: . .. , ✓ ? b.',,, , :. ,.. , .. r:. ., .. , .. .. -. , :. ` _ - '�.d. ' . . ..: ' .. 7 .. ' ,. M $1 Y,. ., .. .. .. ,..„ . III k _,. , rI. 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'.,. - N STORAGE . b ` 31_2,. m - LMNGROOM ° - O Q is :'N r, a .., ,"fir. �,I� @ 4/g �2C/) O -e � � UNIT nI.1 .. 3' 3�-'>"B':- z°le �° A �' z Lu y _ - . ., 7 ,� k .`<.;. _ UNIT 11311 Lv (� . y.a,.. °tap i,.. ..,..._..y -..• , .. ,.°, - ,� .. ��,�,' A ° PROVIDE u I Q„. 'S`n+`f`=t"� . . `e' - - ,' _P TO n... ACCESS PANEL . . I. _ r. �; O m. . � •:xn .-,: ,£� ''' .4. n y BENEATH 5 n. A .. _ c/D . n8 � STAIR r -c( ,,4 'I- .. s ( �.,. . STAIR . I Tn' n , . .. .. : - O ` ,.y gym, LIVING ROOM - a O ° al ° ,. Up, - - - �, "� _! x \ I B -- -- - - 3'•W O °" - STAIR �' � ' +;'„r,t .a ,!, r.,�rb •.1 a i�. , � - B g .. ' ♦C ----- - - - .B TITLE: . .:•."�.^ � °:'.'. ., _ '..T ,^^`' - Tn - os I:. COJHIEO I �'- - .., - _ "� .. t,,,, .: ,s_, -'r`£..c - . a PORGI.i. _ r r I',.1X' :I., .,a,. y�_Fa.., @ e I :.... a '�' _ aj . PORfJ1 /. s? O Y MI; A - I — ——-- I — ° o O m FIRST FLOOR PlA e A BUILDINGS 1&e p . 1, $':. A NI31 ,. . To, " ,. - . 9 �22d—t I . . , le-ol . . *, § - , � . 9� � 9 - I I I CQJERED w u — I - --_ �.'*: ° Sfi A5.2 -F - ——— —— — -- DAIS ISSUED: r. , M` ;:,' , t: .'.;.e '- e=r:,' : .:_ .. 7�' @'-IOe , REVISIONS: 'T. D NOTE: '.iI- t ....:. '. . .. D ALL INTERIOR..n ,,. OR DIMEN516NS FROM .. d'': :I: ., r., I ,' . 7_6° 3'- '. 1 i' A3a FAGE OF STUD A2 4 8 7 5. r 3'-!<2''. 4-10' TO'FACE OF STUD... w` x..':„ C1, 10_8e y d. 51 e- „ 4 B° 31,. ° 7_6�' ° REFER TO SHEET A6.2 FOR: . ,} T,. ., : :.:, ED'STAIR PLANS 6 DETAILS LARG u :. E81 6• I IONS F ? _ �..t..,. : . " ER TO SHEET OR KITCHEN TTPES S ELEVAT I -- 121 ��3 II 4 MECHANICAL, EL ECTRICAL, PLUMBING FIRE PRTECTION CHANGES b'-101V2" U IT I I • MECHANICAL - ADJUSTMENT IN I CLEA LADING A"T r BASEBOARD HEAT RUN. rn c� m PROVIDE 5/8" GWB @ BOTH SIDES FOR A ONE ELECTRICAL — MINOR MOVE OF 3'-3' � 3'-3" HOUR RATING SWITCH BOXES ON EXTERIOR WALL. 7 CLEAR CLEAR MOVE IN SAME BAY. — ADD (I) -- ------------ ____________ SMOKE DETECTOR AND (1) CO 8FFRIDETECTOR JUST INSIDE DOOR. —(�-------------- FD PLUMBING — NO CHANGES FIRE PROTECTION — NO CHANGES ------------ -- — 10 -------- ---- ---- -- LIVING ROOD ao --- --------------- -- - ------ - ADD ADDITIONAL ±7'-4" SECTION OF 2x4 2 5 I = WALL WITH 5/8" GWB @ BOTH SIDES FOR A --------------- A6.2 n ONE HOUR RATING, ------------ -- 13 � I SIM A6 HALF NALL _� z � `� ADD ONE HOUR RATED DOOR WITH CLOSER a k � � PLAN @ 2ND FLOOR OF UNIT ENTRY STAIR f STAMP: PROPOSED 12 UNIT HOUSING DEVELOPMENT TITLE: RewsioNs: DATE ISSUED: DRAWING No.: BROWN LINDQUIST FENUCCIO &RABER NONE FOR 8.e.2oi3 CODE REQUIRED ARCHITECTS, INC. BARNSTABLE HOUSING AUTHORITY STAIR SK DRAWN BY: PH 508-362-8382 203 WILLOW STREET,SUITE A 70 STAGE COACH RD. & 151 OAK STREET MODIFICATION Ts es FAX 508-362-2828 YARMOUTHPORT,MA 02675 CENTERVILLE, MA L r . PROPOSED ' STAGERESIDENCES� FOR' - BARNSTABLE HOUSING AUTHORITY 70 STAGE COACH RD. & 151 OAK STREET CENTERVILLE., MA SCHEDULE OF DRAWINGS oil TI TITLE SF-IFFY EXISTING ONDITIONS SITE PLAN C2 SITE GRADING B PAVEMENT � d LAYOUT PLAN C3 SEWAGE DISPOSAL SYSTEM DESIGN . •, s a C4 DRAINAGE PLAN O 4 'OFv � f AI.O 4" LOWER LEVEL PLAN & s -AI.I UPPER LEVEL PLAN A2.0 1" EXTERIOR ELEVATIONS MAIM � . A2.1 4" EXTERIOR ELEVATIONS 11-5-120 GS ARE NONAL O i. . ar . REP ONLY _ DRAW REPRESENTATIONAL N � � O NOT SCALE 3 3 k � DRAWINGS 2 3 Y- ARCHITECTS BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC, ` ISSUED FOR 203 WILLOW STREET SUITE A YARMOUTHPORT, MA. 02675 �a TEL. (508)362-8382 FAX. (508)362-2828 W. COMPREHENSIVE PERMIT Y �P . APPLICATION CONSULTING SURVEYORS & CIVIL ENGINEERS raa EILLY&ASSOCIATES INC. -3-09 � J.M.OR , g 1573 MAIN STREET, ROUTE 6A, P,O. BOX 1773 BREWSTER, MA 02631 f TEL. (508)896-6601 FAX. (508)896-6602 d� L � l MA Plan Book 486 Page 50 Ilan LOCUS - ,� F h uq� U NOT TO SCALE PLAN BOOK 486 PAGE 58 CERTIFICATE OF TITLE#1485GO DEED BOOK 9481 PAGE 201 A55E55OR5'MAP 173 PARCEL 26 LEGEND —CE3-- EXISTING CONTOUR Existing Deck Around Abw< 52 PROPOSED CONTOUR Ground Pool and Poolhouse x'a" EX15TING SPOT GRADE 24,5 PROP05ED SPOT GRADE —w— WATER SERVICE UNE � —e— OVERHEAD UTILITY SERVICE PARCEL 72 / =U— UNDERGROUND UTIUTY 5ERVICE 4+ O L/�/ 0— GAS SERVICE LINE TEST HOLE/BORING LOCATION o z9z " PARCEL 73 / T SEPTIC TANK '00.S A ozimate LowGon of Wetlands as o q ,,11qq WATER GATE �0'' /' \ < shown on Plan Book 486,Page 58 1� I I stP :�9*FF Existing Ili'Damcter W SOIL ABSORPTION SYSTEM / a I \\ ' P aa5 PARCEL 76 acr RESERVED T LITY POLE R FUTURE a a6Pe.59 In-Grwnd Trampoline �. ` CATCH BA51N / A. \ \\ .as =eaa ` aa7 Our. ) ® FIRE HYDRANT AL WELL 0'./g O DRAINAGE MANHOLE WETIAND FLAGS:FLAGS N�\\ I I`\l =.ee I=\ I \ \ , \ •1 / f ■ CONCRETE BOUND,FOUND ells \ SET BY IJ:C TOP Of BANK ENVIRONMENTAL I,�\/'\a\ ( 1• / \ \ ` \ I 6% �em sv Q ' y.w.. LIMIT OF WORK Bog \ CON5ULTANT5,INC. Q V \ ` e� FENCE \ /// •\\ruL. ✓Y4 \\ .. ` ,� ` I I' I i I i ' •xs \ `\\\ •\` _ �• EDGE OF CLEARING /•/ AiL \\ \\ ,� \\' Opc� - A. ' iW7 //\ '\��" �. 1 •), •� _ 4 PINE TREE / TREE AL ' I I I =.� I \ \ 6J� J sm / \\ AL d1` yyu i'\ r� 'JN'' ^ �f a)s \ `.a)s \\ \\ ,11k. �/ aW. \'\\ _ �4MAL AepT " L1/ ' I I \ I =m \ Ly= \ `'l°a'.=aa9 PARCEL44 Q AL AL AL AIL 4LO, Bog 1\ \ AiL adh ' ,Y4 '\ \ I 44).) 4'Poat and RaJ \ rY4 �� n'I'\ \ ' \, ws \ \\ / \ / Peres 0 \\ /, / (,t/�\•\\y ttl4 \ j/ f Y98 \ \ \` \ \ AreaAL �92 521 5F» I / / / hp Ea,bng 4'ngh , v\ AIL A L BoCEL 2G � AIL �\ � q / �, \ ,�8 \ =619 \ I / / / / Pd.of Drct �V \\/�./ \\ \\ ilk. ^J ill/ \\\ = s AL . \ Bog gy \ .\ ALLG��ap 1I \ \ \ / / / /x9 / , 7 Rim EL-49.25 Ilk 4U AIL CO 4&7 4�9A �h t\O BP LOT I Area-209.901 5Fs \\ ex. es �}� O Util-ty Pole a 1267-5 �a`Wry F 7P '>PD PARCEL 1 0002 Approxmate L—t—of Intermd:tent Stream `` `�3• i gA rp PARCEL :A562' �'0�,xy —— _ 45 E—UM C—h B—n_•. a pN P-"N ` E-47.5± L1tIILY Polc a 12�3 esa ` ,,�`_eo,,�`n�rc ��' _•_ .�, ,��R PLAN \ mean= a scA1E 1•=40 Approximate Location of Dwdhng s shown on Plan Book 486,Page 58 Zc-e NOT TO SCALE o C STAGE COACH RESIDENCES 4o Barnstable Housing Authority,146 South Stred,Hyannis,MA 02GOI EXISTING CONDITIONS SITE PLAN Stage Coach 8 Forest Glen,Centerville,MA J.M. O'REI Y&ASSOCIATES,INC. Praftmiand ftgbeeafne!Lnd■aswyfta 8enlsm 80 120 im��-Rout*9L . O 40 mew,-m. amw ee:we 8-I'mareat (meleus-aeos P� SCALE 1•=4a onre: score: e•: enecr. roe numl3tx: e:wuat•.�aa,rttade ho.evy45N sea.mcalna,c+g aaro�tY<5l swsi 5..teuds.ewg 11/3/09 As Noted KEF JMO JMO-4515 ' MA Plan Book 486 Page 50 TYPICAL ROADWAY PAVEMENT SECTION 1 LOCUS a„a. NOT TO SCALE j 22' a a h Io' 1a BERM 1/4'PER FOOT PITCH 1/4'PER FOOT PITCH 3'HIGH BERM(AS SHOWN) NOT TO SCALE PLAN BOOK 486 PAGE 55 CERTIFICATE OF TITLE#1485GO DEED BOOK 9481 PAGE 201 I." FIN15H COVER(ROLLED) A55E55OR5'MAP 173 PARCEL 26 IN 2.5'BDER COURSE(ROLLED) 12'OF CLEAN GRAVEL APPROVED BY LEGEND DESIGN ENGINEER AND MEETING MA DPW SPECIFICATION#M 1.03.1 — 32 EXISTING CONTOUR GRAVEL SMALL BE PLACED IN G'UFTS 32 PROPOSED CONTOUR AND COMPACTED TO 95%OF THE _ xia.]. EXISTING SPOT GRADE MAXIMUM DRY DENSITY AS 24.5 PROPOSED SPOT GRADE DETERMINED BY THE MODIFIED —W— WATER 5ERVICE UNE —c— OVERHEAD UTILITY SERVICE PROCTOR TEST j - m PARCEL 7-1 —u— U NDERGROUND UTWTY SERVICE P Q —a— GAS SERVICE UNE F D .b0• - - TEST HOLE/BORING LOCATION \�_']a\ zs2 o N PARCEL 73 - sT SEPTIC TANK �.• OOS $ \xT:D.\ / '� �a n PARCEL 76 WATER GATE < Approximate Location of Wetlands as O < 0. �• / sAs 501L AB50RF`TION SYSTEM \05' �, shown on Plan Book 486,Page 58 /. V`. I I .. B££ / � m TYPICAL RESIDENTIAL SCALE 6'S[ockvdn Fnree P:vuM a qu RESERVED POLE FUTURE \� �yj. \ �1.�_. 4 is PCY,.E T'PE SITE LIGHTING /'/ \ _ a ((I \ ' -`•' +• I Oa 10'D—p—Pad ._1 / 'i` \ \Y ' ® FIRE CMYDRANT AIL I \ \ I \ fr 304.19 / I ® DRAINAGE MANHOLE l I \ i 1 \\ '\ ■ CONCRETE BOUND,FOUND WETLAND FLAGS:FLAGS \ I \� f \ \ 1 ■4 �■' r I — — TOP OF BANK Bo SET BY LEC ENVIRONMENTAL I y \ ® �a� LIMB OF WORK g AIL. CONSULTANTS,INC. 2A \ \ + / \ aY� \ AL I I I.I I 1 \ 6e w4 m EDGE! CLEARING \ NIL ]IL. AiL \\ I 249.'± Qd x`a a v 66 64 N �\ �' ,) _ 9 OAK TREE \ d I I 213.0± , \,65x ' x5 ""°. - PINE TREE Ak i11L. \ \\ AL iYv I alk-Ot— AL • //'/ \ \\ ,� 'dL` /' /\\\ AIL \ .\ .\ AL / / B'IL0�, o-�— ' / I p 1Ip1M 1 a cs 1 L zo'=rz<.•-:._za_ �a o_J(wan- PARCEL Q ` AL / / /AL I% \A Ak,. I /// Pf 1\1 ... / .•a s a '` Fn �I— 44 OQ AIL 1 3 _„�,a°�Jd ' 1 \ in r;;:;�# r e 4 9 AL ALL AL \\ ,t / /` / I09e MAX SLOPE PER> / / AL nW. /�/ /> \ ,Ilk. AILI / `i \ ;. G3.0 ..�,L r: t "" eArwsTAaLe suaDlv�slcrl \\\\ AL /i��\ V\ ALL AI4 Bog � alr<�•� �. � p\j4\ 1/ � ! \ / � \ � \r •A ^V tine er ae•� •a 7..1 o / // REGULATIONS FOR MINOR IL ,• / / STREET ��`' \\..\\ .—�/ of AIL � �nd \\\ 'u` \" , I ( \ \ \ \ I \\`\ \ .• \ a /• /` ''��■ I.� \'\ Bog AALL A` \\ \\ '� n o\ aYL \t1 19S 2S \ — 1 AL AL AL 2 5 /153.91_ coq C w LOT I ea )\ v �- �_ +fir — — "14_• 1 (� •� Ar =209,901 5F3 \\ ti _ �1 Oel \\\ Soo KED PARCEL - \ i_ \ ■—■ / WOOD GUARD RAILBRd5TN1ED ,A z 160p _ _ TO MEET A5MTO STANDARDS 2s I� Apprommate L—tion of Intermittrnt Stream 2 n 3`�•>3. �^1 - / P m STAGE COACH Ft0.a),l1FAML]E MA _ - —�__ PARCEL 45 DEVELOPMENT DATA unuorP,le,lz97_`O' © REGULATIONS AND STANDARDS: BARNSTABLE ZONING BY-LAWS `` `` ITEM RECUIREMEMS PROPOSED n' _ '� PLAN USE REGI TIONS:ZONING DISTRICT '=40 )9eq laepef'IK. ,r OflF18,F11T ` _�'na[[�.y 5[tam ` _ 50 •• ��y4 . USE REOUTABNL O OVERLAY DISTRICT Aesse erFa.r• ` A, _ _ SCALE I _ o a ew.r � _[ralAa iN -, m AREA 6 BULIf LOT IDff ayeeR L.000 S3ey426 L.(ee Jt.)• GU LIONS 3rC RE IA IeD'V. _QoU _ A r dLn LOT veDTH oximate Location of Dw as shown on Plan Book 486,Page 58 FROM SETBACK So 0") & _ SIDE SETBACK REM SETBACK BUILDING HEIGHT SV�QDaL) HEIGHT-tnV� STtlef3_E LOT DISTURBANCE: - ""'�� NOT TO SCALE C 2 BUILDINGS j - ]<�^^ a OE-�DRODII uN19j STAGE COACH RE5IDENCE5 BLILI - 1R(e TIIo-rDR001 wins . ■nrtoos - ,e r THE LAYOUT AND DIMENSIONS OF THE Uo Barnstable Mousing Authority,l46 South Street,Hyannis,MA 02601 BUILDING TYPES PROPOSED BUILDINGS HAVE BEEN TAKEN SITE GRADING t PAVEMENT LAYOUT PLAN p aaDnnq a rLAM mme FROM THE AUTOCAD DRAWING ENTITLED ACAD-BHA_Concept 8-31-09.dwg Stage Coach 6 Forest Glen,Centerville,MA M&I.e1s - BY BROWN LINDQUIST.FENUCCIO ° LiNER'1 AT_2_Q .O11 LlT F RABER ARCHITECTS J.M. O'REILLY&Assocums,INc. 11PPFA LEWs T_flee C4F.OI i LflEi PEtIMedOIVI DOGl1O[t LDd BOt�OJICt HettION W TuSimmiailg IIeT t_flp1,OSr.m,IETFl 1010HOM IRET e_f1.,1=4 a".eN,IEYEL mt.L a atu[R ASIA dAdo BL.MACH a.axR) 0 40 50 120 15"IEe1n B110.4-lmi d mnLflE KILD-m "ACA"mu.(mrA OF ALL a DIALON6S SCALE 1'=40 OAT[: SCAL[: BW Cmit— O.B NUMBER: G:VWlcba\Banu[able.NoucinB4515UBarv[able Howirg Alnbney151549515.°Sea°da.dxg 1 1/3/09 As Noted KEF JMO HMO-4515 GENERAL NOTES: 501L TEST LOGS: SYSTEM DESIGN CALCULATIONS: PIaHB°ok45GPage5o MA A.)NEI�ER DRIVfWAY5 NOR PARKNG AREAS ARE ALLCVrED OVER 5EPTII SYSTEM TEST MOLE I:SOIEL-L - T EFT,FROM 501E 501E 501E OL OTMR SELVAGE OESGN FLOW L CU Oak5t' UNLESS H-20 COMPONENTS ARE USED. SURFgCE HORIZON TEXTURE COLOR �MOfTLING B.)THE DESIGNER WILLNUr BE RESPONSIBLE FCRTME SYSIEMAS DESIGNED UN- nNCME91 N90N fMUN9ErU (6) BEDROOM VELD LESS CONSTRUCTED A 5MC\M.ANY CMANGE55MALL BE APPROVED IN WRITING. IB BEDROOMS TOTAL®I I O GPD 19PA GPO REQUIRED 7-2]' B a NpV LEACHING CAPACITY RECUIRED: 2•Warm aerncn 4nr aln.. C,)Cal, CrCR SHALL BE RESPON5I BE FOR VERIFYING THE LOCATION OF ALL 27-114• CI G V„Y,A• ,N E 1 c��� -I �I 1 PO.I BaD GPD REQUIRED a 20'o'c of 4'wC � u F'P^ 2'Wa[er aerncn.lion alnvnd in UNDRGROIND AND OVERMBAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 14.163' C2 �e N PRIMARY SEPTIC TANK CAPACIP'RE0.11RE0: a za ae<n°n°I 4•wD IrPn q % 3 L rL -1- I GAL.REQUIRED ! D Sa SEPTIC SYSTEM CONSTRUCTION NOTES: PRIMARYSEPTILTANRrAPACIT MOVIDED: 4•.5<.nrunr,InnYnd n.2a - 4•Sn.nrl,nn,In.a,na2a e f TEST HOLE E:EL-67O r ' DEPTH FROM SOLE OIL OIL SOIL OTnGft I U u .. I I-' xc ion of 6'wC ppn D aecn°n of G.wC PPn y I.)ALI CONSTRUCTION SMALL CONFORM TO THE STATE ENVIRONMENTAL CODE, 5URFACE MORIZCN TEXTURE Cm MOTTUNG 5ErMDARY SEPTIC TANK CAPACITY REOUIREO: TITLE S. AND THE RE(I1IRCMENTS OF THE LOYAL BOARD OF HPJALTM, nNCMHI N9DN IMurvSELu AIL rl - - _ .. b .REQ11RE0 2.1 SEPTIC TANK(_5),GREA91 TRANS).DOSING CMAMBERtS)AND DISTRIBUTION 67 e, 7 2a B PRIMARY SEPTIC TANK CAPACITY ROVIDED: B(R(LS)SHALL BE SET(FI A LEVEL STABLE BASE WHICM HAS BEEN MECHANICALLY 20.79' CI K G N e� b-AL Err, COMPACTED.OR ON A 6 INCH CRUSHED STONE BA5E 7--139' C2 Je N F LEACMING CAPACITY PROVIDED: 3.)SEPTIC TANK(9)SHALL MEET ASTM STANDARD C 1 127-93 AND SHALL HAVE - Pa,r,ar 5C: I 4 e. n G FIELD: 10' 10, _ 10' a 1 Vt.lr7b x 4sn%0.74 GPO/SF-2220 GPD D NOT TO SCALE AT LEAST THREE 2a DIAMETER MANHME5,THE MINIMUM DEPTH FROM THE SOT- TEST HOLE 3:EL�67_ 2331 GPD>1960 GRID REQUIRED - - TOM OF THE SEPTIC TAN&TO THE FLOW LIVE SMALL BE 4B•, 4.)9CMEOULC 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM Of 6' GE 55 DEPTH fROM 501E OI` OIL SOIL (TTHR NOTE:A GARBAGE DISPOSAL IS NOT PERMITTED WTn ML5 DESIGN, PLAN BOOK 4B6 PA SURFACE HORIZON TDC61 COLOR MORUNG INSTALL: D CERTIFICATE OF TITLE#148560 ABOVE THE FLOW UNE OF THE SEPTIC TANK MD SMALL BE INSTALLED ON THE IINCHE9U N9DN IMUN9EW L♦CiE(T-45M GALuO,SEPTIC TANK(M-201 - DEED BOOK 9461 PAGE 20 CENTERLINE OF TMETANKORECTLYUNDRTME CLEANOUT MANHOLE. 0-7- (IE AN N ONE(I)-25W GALLON SEPTIC TANK(H-20) 5.)RAISE LIVERS OF THE SEPTIC TANK AND DISTRIBUTION B(Pf WITH PRECAST ]-29- B SqN M D•' '3 N ONE(1)-9 OUTLET DISTRIBUTION BOEX(M-20 RATED, _ S E WE R/WATE R CROSSINGS ASSESSORS'MAP 173 PARCEL 26 CONCRETE WATER TIGHT RISER5 OVER INLET AND OUTLET TEE5TO WITMIN 6'OP 29-84' CI G N(R ONE!I)-7a%45'%2'LEACMING FIELD FINISH GRADE,OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. 84.146' C2 N NOT TO SCALE LEGEND 6.)PIPING SMALL CONSIST OF 4-SCHEDULE 40 PVC OR ECUIVALENT.PIPE SMALL BE LAID ON A MINIMUM CONTINUOUS GRACE OF NOT LE_S5THAN 1%, TEST HOLE 4:EL-662 _ ' 32 PRISTINE CONTOUR ]J DISTRIBUTI(N ONES FOR SOIL ABSORPTION SYSTEM(AS REQIIRLD)SMALL BE DEPTH FROM SOIL OLL SOIL SOIL OTHER 52 PROPOSED CONTOUR 4-DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FTAFT.UNE SMALL BE CAPPED SURFACE MOR12CR TEXTURE COLOR MOT LING . pT END OR As NOTED. 'INCH.) N.90N IMNN.94LI xi.a.N EXISTING SPOT GRADE 0-7• OI'E N 2415 PROPOSED SPOT GRADE B.)OUTLET PIPES FROM DISTRIBUTION BOX SHAH REMAIN LEVEL FOR AT(EAST 7-2er B 2'BBPORE PITCHING TO SOIL AB SORPTION SYSTEM.WATRTLST DISTRIBUTION - 29-65' CI 5 N NON -W- WATER SERVICE LINE acvX ro ASSURE EVEN DlsTwanlw. 6s-12a cz 5 NCN ° /� PARCEL 7Z -a- OVERHEAD UTILITY SERVICE 9.)DISTRIBU7IOINBM-SHALLMAVBAMINIMUM SUMPOPOMEA`.LREDBELOV ffDI1 r 5 I P C ,R 0 Y -U- UNDERGROUND UTILITY SERVICE THE OUTLET INVERT. G- GAS SERVICE LINE OJ BASE AGGREGATE FOR THE LEACHING FAOUIY SMALL CONSIST OF 3.4•TO DATE O F TESTING: Se/C9 ;� ,p0. / TEST HOLE/BORING LOCATION PERCCLATICN RATE:LESS THAN 2 MINANCM IN'C WYERS. \\\//////`,`,`�(((������i\\\ z92I N u , PARCEL 73 9T SEPTIC TANK I-I/2'DOUBLE WASHED STONE FREE OF IRON.FINES AND DUST AND SHALL BE WITNESSED BY:KE17H E.FERNANDES,BIT,J.M.DREILLY t A55OLIATES,INC. _ \ b\ INSTALLED BELOW THE CROWN OF THE D15TRIEL TION UNE TO THE BO T TON OF THE DONALD OES VII AGENT,BARN5TAELE HEALTH DEPARTMENT \\`y§)yi-A\(\' .. SOIL ABSORPTION SYSTEM.BASE AGGREGATE SHALL BE COVERED WITH A 2' NO WATER ENCOUNTERED R. BENCHMARK: DB DISTRIBUTION BOX LAYER OF /B'TO /2•DOUBLE WASHED STONE FREE OF IRON,FINES AND DUST, USE A LOADING RATE OF 0.74 GPplSF FOR 519NG OF SOIL ABSORPTION SYSTEM. n I ' - :!e.ee I BENCHMARK EIEVATI(IN WATER GATE I I.)VENT SOIL ABSORPTION SYSTEM WHEN 015TWMCN LINES EXCEED 50 FEET: f i0 BE SET CI J.M.OREILL SAS SOIL ABSORPTION SYSTEM WHEN LOCATED EITHER IN WHOLE(R IN PART UNDER DRIVEWAYS,PARKING AREAS. I4 q \ / ' / PARC I ASSOCIATE•INC, Re _ RESERVED FOR FUTURE TURNING AREAS OR(RMER IMPERVIOUS MATERIAL;OR MEN PRESSURE DOSED. _ I i I I �• EL 76 PRIOR TO THE START OF 12.)SOIL ABSORPTION SYSTEM SMALL BE COVERED WITH A MINIMUM OF 9'OF _ / OINSTRUCl1(N atu UTILITY POLE CLEAN MEDIUM SAND CUCLUDING TOP50U. i © 'I ® CATCH HYDRANT 13J flNlSry GRADE SHALL BE A MAXIMUM OF 36'OVER THE TOP OF ALL SYSTEM `yI I �\ FIRE HYDRANT COMPONENTS,INCLUDING THE SEPTIC TANK DISTRIBUTION BID(,DOSING CHAMBER IA` ! 1 \ 3p4'/9� AND SOIL ABSCRPTION SYSTEM.SEPTIC TANKS SHALL HAVE A MINIMUM COVER WETLAND FLAGS,FLAGS \ \ I ' 0 DRAINAGE MANHOLE aF 9,, '4� t ,1� t� ■ CONCRETE BOUND,FOUND 14.)FROM THE DATE OF INSTALLATION OF THE 5OL AB9ORPTION SYSTEM UNTIL SET BY LEC ENVIRONMENTAL M�� I I 1 \ \ ` J _ RECEIPT OF A CERTIFICATE OF COMPUANCE,THE PERIMETER OF THE SOL AB5CRP- CONSULTANTS,INC. `Z \` �ae 1� I �t o - - TOP OF BANK TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE Of SUCH _\ / t_ �"�� LIMIT OF WORK AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE 5Y57EM ~ v ' 15.)THE BOARD OF HEALTH SHALL REWIRE INSPECTION OF ALL CONSTRUCTION 66 __ FENCE EDGE OF CLEARING EN AN AGENT OF THE BOARD OF HEALTH(CPT THE DE51GNER I TMI5 SYSTEM RE- I 10t: I I I �p ' non ' \/ S OAK TREE WIRES A VARIANCE)MID MAY REOIIRE SUCH PERSON TO CERPP'IN WRRING THAT ALL WCRK HAS BEEN COMPLETED IN ACCORDANCE 1WTM THE TERMS OF THE a�'t ( '! I \ \ p h PINE TREE WIRESPRMT AND APPR(NED PLANS.4e HOURS ADVANCE NOTICE I5 REQUESTED 16J 5OIL REMCNAL.ALL TOPSOL,SUBSOIL,AND 5UB5TRATUM(CI)SMALL Be ,X M\ , q - 6 v/ AL REMOVED FORA DISTANCE Of 5, FROM THE SOL A55ORPTIM SYSTEM DOWN /-AtX_�_` I D ' 51 TO THE CLEAN SAND LAYER.LAYER C2(ELEVATION VARIE5 SEE SOIL LOGS FOR AIL AB O� ••• ' // I \ I LY ~1 PARCEL 44 4 DETAILS) AREA TO BE BACKFILLED WITH CLEAN SEND CND COMPACTED 70 '�� \ ,� I \ MINIMIZE SETTLINGAIL AL 1].)OWNER/rONTRACTCR SHALL REVIEW HOISE L(YAT(CN AND GRADING PRICK 3 � Ih / � / � / TO EXCAVATION. - / 1 I B.)CCNTRACi(R SryALLVERIF'BUILOING SETBAC&5;COMPLIANCE WRH 2ENING `11Gt 1 SETBACKS IS NOT EXPRFS.SED OR IMPLIED HEREON. \ 1 Rail TERG 19.)THE PROPOSED INVERT ELEVATIONS SELOW TO:P OF FOUNDATION)FOR THE \ 111t, I. Ferce ED P BUILDING 5EwER 7O BE REVIEWED AND APPROVED BY A MA55ACHUSETT5 UC5N5ED Jt/�LfL\,\' \\ I( I \\ / CRO IINNG \ I \+ 6 PER/NOf / y PROPOSED WATER MAIN40 PLUMBER PRIOR TO THE SETTING OF ANY SEPTIC COMPONENTS. / / SEE DETAIL \ R \^ / / (^ 20J SEWER PIPE MUST BE INSULATED IF THERE IS LESS THAN I&OF GROUNDCOVE2. \ OVER PIPE. AIL llllA\ / 21.)PROPOSED 4•wC INSPECTION PORT5 TO HAVE CAST IRON COVERS TO GRADE. INSPECTION-POET PIPE SHALL BE PERFORATED OMEN LOCATED WITHIN FIELD. - NN b 62 5CO 6 / 5A5 DETAIL: 01 8 ti SCALE 1 2a - __ t-!7o a \ _ \ � _ Sae. PARCEL . t�s/ UHLtyPolnll297-5 IGOQ2. \ �. 3g� r / PARCEL 45 raPON PLAN AS 0S NL .a O/ySHa'T'N SCALE 1'=4a U ti Pole d 297-3 5 `da SOCK 41A/ j ` / .a PROPOSED VENT.LOCATION TO P,yGP 5. E \� IC / 4 0 B APPROVED BY BARNSTABLE S,9 S 5.a MOUSING AUTHORITY PRIOR 7QTO INSTALLATION =e o-/.�. 50 '•• j x M Me D 4'SCH.40 PERFORATED PVC PIPE Q 0.005 FT/FT SLOPE FLOW PROFILE: ELEVATIONS CRITICAL WMSPECURBSTOON i ==== WITH B•CURB STOP,CAST IRON COVER TO GRADE NOT To SCALE TO MEET REQUIRED I%a PITCH 4•PVLYENi CAP BY'SWEET NR•, NOT TO SCALE �/ 3 TCF OF FOUNDATION 2W CAST IRON A-65.0_ FRAMES AND COVERS VENT TO BE CONNECTED TO ALL UNE5 B-65.0= TO GRADE n-20 C-65.0_ 3 MIN q R� (B)EmH EL-65.OS P�ozaed EL-64.0_ mad EL-64.0= ooand E1-64.O IM4Y) �� to t F g 36'Pmpc STAGE COACH RESIDENCES 9'Min-36•Mv. IRE TO Be PERFORATED WITHIN REM D G2.9± 6 5� C/o Barnstable Housing Authority,146 South Street,Hyannis,MA 02GOI 61.00 THE LAYOUT AND DIMENSIONS OF THE SEWAGE DISPOSAL SYSTEM DESIGN 2•LAYER of ue•-1/2.STONE PROPOSED BUILDINGS HAVE BEEN TAKEN FROM THE AUTOCAD DRAWING ENTITLED °° 61 7s o• z4• 61.50 19 zW os 2IF ACAD-BHA Concept&31-09.dwg Stage Coach 6 Fore5t Glen,Centerville,MA 3I -/2'ST(NE n T 3'I 60.80 60.50 INSPECT NOTE: OUTLET TEE 6 7 T 'D 7 BY BROWN,ER ARCHITECTS FENUCCIO INCW/GAS BAFFLE� 6I 30 J PRIOR TO FINAL CIN9PE EINCLUDIN FNGLNER,.SYSTEM 4 RABER ARCHITECTS J.M. O'REII.LY&ASSOCIATES,IN . Gr>_s BAFfLE 62.20 ' `B.SO W)9 S•_ NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR C(NBt9. &Lpd 19ttn1°MI 2•CROP LEACHING FIELD 2-II l8j 6.3'e 113' � PROP05ED I6'_ PROPOSED LO�`x RY° 70'45'a 2' �EL-35.32 Battom o1 Tear Hol,i10 O 40 50 120 IIIS7!x t 8Ea'eet-L°ahe 6� 4500 GALLON 7'= �- G'_ P.O.Bm 1"s B)11a- 2500GALLCN 05-5 (mews am- &wire.1u o14m (aaepoe�eee Pis 0 Gat 5EPTIC TANK 5EPTIC TANK D-BOX SCALE 1'=40 DATE: SCALE: BY; GHEC&: JCBNUMaeR M-zo n-2o M 20 I I/3/09 As Noted KEF JMO JMO-4515 G:VWcba\Bvrratable HONoing4515iBarr°tabls.Houairg ANttnnry4515\4515a¢eaada.dwy DRAINAGE CONSTRUCTION NOTES: LEACH PIT(S) DRYWELL DETAIL: DETAIL OF CATCH BASINS: MA Plan Book 486 Page 50 '- I J CINTKACfdt SMALL 5E RLSPONSIBIP FOR VERIFYING,LOCATING-1)PROTECTING NOT TO SCALE NOT TO SCALE NOT TO SCALE - ALL ABOVE GROUND UrIUne5 PRIOR TO AND DURING CON5TRUCn GN.CONTRACTCR R000xd Grade LOCUS Oak S<. 5MALL CMTACT 01G-SPFE.ON TARGET LOCATING AND nARWCM WATER DEPARTMENT, 2+'.2+'C.n ram Frame vrd Gn[e 2+'.24•Ca>[4on Pnme vM 6ram 24s24•Cu[Iron fume aM Grne AS APPLICABLE,FOR MARKING OF ALL PU5UC AND PRIVATE UTILITIES. Ra:aee[0 S.Maw Graee Ra:>ed m Grade R,,xe to Grade 2J ALL COMPONENTS USED SMALL BE RATED h-20 WIEEL LOADS Ux Le Berm LK 1TS m Equal Concrete Cav — (COVER ALL 5—OTHE I UNITS WITH CAST U>a L 5. M 125 m Equal U>e LeBaron LK 125 ar Equal 3.)ALL WORKMAN5MIP PROVI OED SMALL BE IN CONFORMANCE IMTh THE TCIMN OF IRON LONERS W THIN 6.OF GRACE) t Berm P,td. Bntn m 45.5� 4 m:1 Polye[Iylene - BAWSiABLfS D.P.W.SPEOfIUTILNS. +mJ PdyeNytme 4.J ANY MODIFICATIONS ANC/CR.DEVIATIONS FROM THE PLANS SMALL BE REVIEWED 6•lacer of l/E'-/25tme •' V.0,d l/B'-I/V Smr:e w l••• `"}' 4 3_ __ _ _ F AND APPROVED BY THE ENGINEER OL Ptrn co oNer lean:p:c> --- 5.)COVER ALL LEACHING PITS OF UNDER PAVEMENT)WLTH 24.OIAM.CAST IRON FRAME 12•LXAM.HOPE as re4umee +'ADS nDP[ --- So-een v[en0 d ppe y� (I�P1L/'Ll lar animal«nvd AND COVER RAISED TO GRADE(USE ISAROXN LK I OA CR ECLAU. (FI'P1LA4 -_- -_- 43.B5 L ` spw,pae wN CATCH BASIN AND LEACHING NOTES: I 2•DIAM.MDPE e•D,ame nD6•-a>,« (rwleAu (IrY, Pdter f.d� 4.6'2 AT 09i PROM IJALL PROPOSED CATCH 9ASIN5,LEACHING GµLERIES,AND TRENCHING ACROSS _-_ S.3' _-- 9/4'-I-/2'Stane 5.3' 3/+•- -I/2'Srone ROADWA SMALL BE BACKFILLED.AND COMPARED IN 6-INCH LIFTS.COMPACTION _-_ _-__ NOT TO SCALE 201 SHALL MEET ES STANDARD PROCTOR RECUREMENTS.ALL BACKFILL MATERIAL -_- - - SMALL BE ON GRADED GRAVEL WITM A MAX 52E OF 3W-OR ENGINEERED - - - - _ _ PLAN BOOK 486 PAGE 5b APPRDVED EQIµ. ,._._.. y^y .r_ CERTIFICATE OF TITLE#1485GO 2JTHELEACMINGBµSIN5 SMALL BE SBr FULLY INTO CLEAN SAND.DESIGN ENGINEER 6,a 1000 Gallon 1000 Gallon DEED BOOK9481 PAGE L2 �— 2.a�—6.a—�M2.a ASSESSORS'N1AP 173 PARCEL 26 SMALL INSPECT THE SOIL AROUND AND BELOW THE LEACHING FACUTY PRIOR TO FACIU!"INSTALLATION. S E� LencnING GALLERY-- —lo.a-- Soled Catch Basin Soled Catch Basin 3J THE CAST IRON GRATE FOR THE CATCH BA51NB SMALL Be LOCATED 50 THAT DETAILS FOR SIZING , THE CENTER OF THE GRATE IS AT THE GUTTER UNE OF THE ROADWAY SURFACE(UNLESS 3B 5 USE SOB-1000.H-20(6'DIA MANHOLE) LEGEND OTHERWISE NOTED).IF THE EXISTING WATER OR GAS MAN OPSTRUCT THE 1000 GAL 1000 Gallon 1 000 Gallon AS MANUFACTURED BY 5HOREY OR EQUAL —[Z}- EX15TING CONTOUR CATCH BASIN WITHCENTER ACCESS,A 1000 GAL.CATCH BASIN W Th CFF5ET ACCESS Leach Pit Leach Plt SMALL BE SUBSTITUTED 5o As r0 LOCATE THE CENTER$O As io LorLATe THE CENTER SEE CATCH BASIN AND LEACHING NOTES:#I 32 PROPOSED CONTOUR GRAD OF THE GRATE AT THE GUTTER UNE. USE LP-1000-H-20 USE LP-1000-H-20 - FOR BACKFILLING INFORMATION x'z>, EXISTING SPOT GRACE 4J ALL CAST IRON FRAMES AND SEALS FOR DRAINAGE COMPONENTS SMALL BE FINISHED AS MANUFACTURED BY 5HOREY OR EQUAL AS MANUFACTURED BY 5HOREY OR EQUAL - 2445 PROPOSED SPOT GRADE — WATER —O— OVERHEAD UTIUTY SERVICE vnrn MORTAR�Mgar. m t /� LINE PARCEL 72 / —LAY— UNDERGROU DE UTIUTY5ERVICE J Y _ —0^ GAS SERVICE UNE DETENTION SWALE NOTES: ,F , 1.)THE 5IOeWµLS AND BOTTOM CF SWALE SMALL BE TOPPED WITH A LAYER OF FILTER FABRIC - / AND FINISHED'MTh A G'LAYER OF LOAM AND THEN SEEDED WTn A CONSERVATICN GRASS �Z92 TEST HOLE/BORING LOCATION SEED MIXTURE. tat ra Q n Oa $ _ I PARCEL 73 1JE[p 6 s,�r1q SEPTIC TANK ROOF RUN—OFF: W WAT501L ABSTE ORPTION o I SAS SOIL ABSORPTION SYSTEM .)ALL ROOF GUTTERS ShOULO BE DIRERLY CONNECTED TOORYW8L5 USING 4'ADS PIPE \ I Re>emA -RESERVED FOR FUTURE \ I f I 4 PARCEL 76 Ica UTILITYCATCH POLE ®2%SLOPE. 1 2J DRYN•ELL5SMALL BE SET FULLY INTO CLEAN SANG.DESIGN ENGINEER SMALL INSPECT THE '\ ' \\ M _ r ® CATCH BASIN FIRE HYDRANT SOLSAROJND AND BELOW THE LEACHING FA Lrry rRIORTO FACIUO INSTALLATICN. - I \� / / /\ i \ \ \ ` \ ,so," o/ I . ' - ® WELL j 9' O DRAINAGE MANHOLE WETLAND FLAG5:FLAGS r� 'tp1 �� + I ■ TOP CONCRETE BAN BOUND,FOUND CATCH BASIN SCHEDULE . SET BY LEC NVIIRONIMFNTAL � ! \NC. \ i I\I\ i,\\I _ \ \� �\� + a s �,� \+`i ,g O y..f� TOP OF WORK CATCH BA51N RIM EL(t) INLET INV.(t) dl6 a4L \ I ) , - r A- sq\\e d FENCE CATB#I 63.8 57.5 I tilt. L"1— I I 1 I _ 66 �+ EDGE OF CLEARING CATB(5)203 60.5 57.5 i0` - CATBfS)445 50.0 47.7 - ' e `t• P OPOSED ORYN•ELL 0 OAK TREE I I 'I I \ \ `R \ G54 6.5x5s n. T-i "b PINE TREE _..: SPLASH PAD DETAIL: C� '� L .Ai TEST BORING LOGS ,� '� , I TB-I NOT TO SCALE &� p80T Ai ' // \ \ ------- n o // PARCEL 44 O C.-Bum ^ Q Depth Description - �IL1_.� ' / / ry `r` / O z(n.mem Hope 3 h / / i m 1 / �/ 0-9' Sandy Loam .[I W p:[d or a>n«eed � 9-32' Sandy Loam Eaunng I �` li / '. 32-148' Fin.Sand. I• \ \ / �/' / \� �` a 1\r \ gy m_ I / NO GROUNDWATER ENCOUNTERED sp»n P.e \ tyL \ AL 5/9/09,Keith E.FCrH2Hd-,E.I.T. s'M: Q\�\ AL CAT 11 ---'�-- J 8 / ^? ''A 0 LX 5'5 - /q" 0Splash Pad �, �''�'. ` \ \\\� R , mot— LEACH GALLERY DETAIL Qom- --'-- I ( \ \ �` sBE ; / t NOT TO SCALE PROPOSED 1000 GALLON 2 a �t LEACH PIT WLTH CAST IRON / �••L•-;Z COVER TnIN G'OF GRADE \ # / �Q �\ 5 WL a� '1G . /y F CO �Road� .' .`` KnINK STONE - ��� 14.D 6 O Ay b ) PROPOSED CATCH BASIN �-� \ �- -\t /� & d /ry SPLASH /4 '\• g, rMil 3'ABOVE GRADE `0 _ __ __ _ �+ �L f e.,.:. ,� PAD 9d O " \ SFLA$M PPD O6D 60 6D 6O 60 6.D 6.D 4, S0 ` _ 9l-3 8 _5 / UU",Po a 2 m �WOOD GUARD iNsrA1L55w� LmY 60 PARCEL 50.0 16002 Py•Do P F�.T Al TO MEET A5HT0 STANDARDS >) t AS pOrVDS ` `` _ \ ^__ _ I PACONTRACTOR H OOr TIFAaT 5TANCE 9y _ WHEN INSTALLING DRAIN PIPE 1 q,0.,�,p� __ PROPOSED DRAINAGE Ut:l:y Pole.11 29-3 56 Guard Rail I SOS,9 6• _ SE DETAIL G Sg TEST BORING PLAN 52 �St�., — PARCE L 4.5 SCALE I•=aa �� G"-&Chink Stone RIm EL=46.25 zap 4e EL=47.0 SWALE TO BE PLANED WITH A DRY MEADOW CONSERVATION MIX _ 44 Concrete Curb or Equal - NOT TO CALFC4 J 1 000 Gallon Leach Pit - 40 STAGE COACH RESIDENCES , THE LAYOUT AND DIMENSIONS OF THE Uo Barnstable housing Authority,14G South Street,Hyannis,MA 02GOI _ PROPOSED BUILDINGS HAVE BEEN TAKEN PLAN FROM THE AUTOCAD DRAWING ENTITLED DRAINAGE PLAN ACAD-BHA Con6ept8-31-09.dwg Stage Coach 4 Forest Glen,Centerville,MA A Al - BY BROWN,UNDOU15T,FENUCCIO per, •' INC.10 20 30 40 50 60 70 80 50 100 110 4 RARER ARCHITECTS J.M.UaREILLY&•AssoCIATES„IN . -god-ad ftilloaeeefes a I&"Boeogata 8ttnloa� PLAN 0 40 80 20 lmis V�ffi i�ft u 0► Vertlwl Stale I'-4' OM)BOO-ml cm„ arwaer,IL men (OW)MOO-an ne Honzontal Sole I°=Ia SCALE 1'=40 DATE, swE: F. McZ., JOB NUMBER: G:WAIobAlBanutade Moo>ny4515LBamu[ade Howng Autrorrtt451549515.vteaad>.dwg I /3/09 As Notrd KEF JMO rrJMO-4515 o (zC TI 321_011 D pp�N z (- � z Z G) M rnm() g 0om - N "I r O II— irt�I --- 0.0 - o w g g 70- O ILII—Il-JI�11 I z _ f _ / \\� _ Z w 33p� �O II O - K Z N p (O i y D s O c A -- ZZ I :Z o 70n�.S eD nm l I a N a)a)j mZ - O_ U) -�-imF �3 m 7o n L L O C D z �1JL 'n l i3 r an m d a 0 < O I n O70 70o N U)2,C NN0 C mLnAOUN -p m^T m <I" 07700 70 (1X� i L mD N(:-3 n)m O Zn( <NxZ - U-1 m rn 70 Ocrn rZ N moN ppm oz.� Opmg A� 70 q nA03 rr--0 �O 4tic Z ? L n T D q z e 3 m p C z E m p A n O A �7cm flm O - Om m LA 'm r - m m 7C N p O T - @ D 77 p o n p NT ul m �n- n r � A w_O• - N� o e3 J r � O m 0 'D \— O O ---J ❑ m - N m o m A m z z "n NA = -1 n iL nA A<_ c: in mLD A 3 m o bC Z n C m e 0 s I I N p w -aZ N z � _ p Nz m o mz o0 A 71) �D m O O J O<z AAr- N DE r A= pm m 7C 7U O T ` sic ,► o 5 o PROPOSED 12 UNIT HOUSING DEVELOPMENT BROWN LINDQUIST FENUCCIO&RASER 73 z m FOR ARCHITECTS,INC. Z # K m BARNSTABLE HOUSING AUTHORITY YARMOOPORT, A C26 FAX 6W362-B382 YARMOl1rHPOR1,MA 026J5 ^��'®..mm. FAX 508-3622828 Ocn ° 0 70 STAGE COACH RD. & 151 OAK STREET ® o a z CENTERVILLE, MA r (s) cf) t 32'_0" C) m , D rn J z [] s"p o D f Z - mz m = II -1-� - m 5i m o r e pIO A m zo 13 3 O I o ) Lu I I w - (, i c T A z (PLO i� 0 0 C O I" Iil a< TACK W/D ,; wZ =A M= N70 m og D� O e3 o� c v n io � t D m e e i71) m a ilt t �- �i - s j po r m I I ; � I I i •-• ro-c , D El � � o �n z r Z II it m i m z .� m =i I- i N p c s JO . 1, r it �I 00 m cr -I D =A r= mD < > RIC os zee _ r 'dr.ono PROPOSED 12 UNIT T . o v HOUSING DEVELOPMENT o BROWN LINDQUIST FENUCCIO&RABER ° c m FOR ARCHITECTS,INC. Z r- O 203 WILLOW STREa,SURE A PH 5OB-362-0382 < o BARNSTABLE HOUSING AUTHORITY TARMOUIHPORT,MA o2675 mm FAXSOS-362-282B 0 70 STAGE COACH RD. & 151 OAK STREET o z CENTERVILLE, MA r _ NMmn\�.'+�"ah u^.'b\our%wLunN Oq-\o'•luT,p fay M.l^�9 � �/ ±251—O H AVE. RIDGE HEIGHT D p m zn L r-- �I �N) � m II - II 11 C II _ II I II o r IIFITEEM I I ;II III I I I I I I I !, T q III ,i I I 4 lij I i' z u ijl Ii! L;i 1111111111111111, iL--- m r1-----��--- . II Ij l C L i----.— jai Ii� ;I+ I WI ow, ,I � FE Eli =ABIDE �I II it �Ii it i - II IIU3 II II I!i FJL-------- I`;I II it f � L f------Ir--_ �jl III IiI II jii !I� II lil Ili ..I; li I" II !" II � III I'i II � II jj I II III II II III II Ili II iI • II , II Ijl �m D n� II j l m N m 12,00 0 II ( 77 L a D G� O� JI 70 r Fp - -- ijl N <n.LP 7o m pp L S NO NO 70 = O O Z =h7 - D m N 70 a rL m A 0D m F m p G� 0 8 Np 70 70 m = 70 0 �Z F n ?�N N z Z m LID m O < r m0 O� 0 1 op u n m T Lo N 70 m A �z 70 m 70 m z m -4 m tOc_o - r n 711 p m m z 70 D m rn A m -1 m m N m z N Z N -4 z A z RIC -o N .- o PROPOSED 12 UNIT HOUSING DEVELOPMENT - BROWN LINDQUIST FENUCCIO&RABER `~ T � FOR NK ARCHITECTS,INC. Nz D 0 203 WALLOW STREET,Sl➢IE A PH 508-362-8362:- o BARNSTABLE HOUSING AUTHORITY WARMOUTHPORT,MA 02675 - m� FAX SOB-362-2628 cn o o. 70 STAGE COACH RD. & 151 OAK STREET o 6 CENTERVILLE, MA STAMP: P0551BLE SOLAR PANELS ON SOUTH A t2AO S.F. SHOWN FACING C G ROOF ( ) � d U c_ ;a No.7 M YAFQXr%ffHP0ff. MA �TM SOLAR SHADING @ SOUTH ELEVATION p9 6 12 12 - r - I 12 12D a - -- u 1l, I11'1 � HORIZONTAL FIBER CEI"IENT SIDING CD Z \ @ G" EXPOSURE Z U a a �- VERTICAL FIBER CEMENT SIDING Z � WITH 2i VERTICAL .BATTEN STRIPS �U 6� mCd LLJ AND IA' BOARD EXPOSURE DEB 5 SHALLOW 5HED ROOF I` W OVER REAR DECK �B � ® IMPT � DOORS ME \ 4T] M� \� i a \�\ \ � z PRIVAC7 SCREEN. W Lu LLI COMPOSITE RAILING O N > c Q W O < I0'x10' WOOD DECK W O w/ COMPOSITE DECKING Q Lo II I II I II jl. EXPOSED CONCRETE _ N z qs J I I 1 I - i 1 FOUNDATION I I 1 1 I --- -_ -- I I __� I—____-_____ J I I I O O J L_� �_� �-�_� �_� L-J POSSIBLE SOLAR PANELS ON SOUTH = LL O � FACING ROOF (t2AO S.F. SHOWN) EXTERIOR BASEMENT ACCESS _ = H z W U z uj CONCEPTUAL REAR ELEVATION =__ _= s v £`" _=- N Q �� Ilk r N tEG .3. SCALE: 1/4"=1'-0" - - w'n � � - ASPHALT SHINGLE ROOFING � C V -= - ., N O m 2ND FLOOR I BEDROOM UNIT (!12 �I` (- -' �` .£� � � PRIVATE DECK BEYOND _ - � C HORIZONTAL FIBER CEMENT SIDING SHALLOW SHED ROOF @ G" EXPOSURE TITLE: OVER REAR DECK DOORS 2 PROPOSED 6 ELEVATIONS PRIVACY SCREEN = II I COVERED FRONT PORCHES DATE ISSUED: Q I - II-3.09 1 I p ZERO STEP FRONT ENTRIES REVSIONS: I - (Y1 I I 10'00' WOOD DEC J I � I I 5 I I L, DRAWN BY: TRS I PROJECT#: I I PROJECT NO. a 3 - )[__, L-J DRAWING NO.: . 7� CONCEPTUAL LEFT END ELEVATION A2 . 1 SCALE:. 1/4"=1'-0" (REVERSE IMAGE FOR RIGHT SIDE ELEVATION) L { r STAMP: r D Ak•%T�. 13 ADDRESSING DESIGNATIONSI I 33 I Rn. 50399 I • 8 / APPROVED ADDRESS DESIGNATIONS AS DESIGNATED IN CD DRAWINGS �� �arunaurHr�zL '� BUILDING UNIT BUILDING UNIT A�CEL BUILDING 'A' UNIT#1 BUILDING '3' UNIT#1 (LEFT END) (SOUTH BUILDING) (LEFT END) UNIT#2 (SOUTH BUILDING) UNIT#4 (CENTER UPPER) (CENTER UPPER) UNIT#3 UNIT#2 (CENTER LOWER) (CENTER LOWER) UNIT#4 UNIT#3 (RIGHT END) (RIGHT END) Lv C*4 Co CO N BUILDING 'B' UNIT#1 BUILDING '1 ' UNIT#1 m 04 (LEFT END) (LEFT END) < 10 10 (NORTH BUILDING) UNIT#2 (NORTH BUILDING) UNIT#4 o'6 o 0 (CENTER UPPER) (CENTER UPPER) Ln Ln UNIT#3 UNIT#2 a (CENTER LOWER) (CENTER LOWER) U UNIT#4 UNIT#3 z(RIGHT END) 0 (RIGHT END) Z g BUILDING 'C' UNIT#1 BUILDING '2' UNIT#1 (LEFT END) (LEFT END) �} (WEST BUILDING) (WEST BUILDING) U �l UNIT#2 UNIT#4 n (CENTER UPPER) (CENTER UPPER) Deck Qf z M UNIT#3 UNIT#2 (CENTER LOWER) (CENTER LOWER) J (� Q o r UNIT#4 UNIT#3 Z ? o Co (RIGHT END) (RIGHT END) = N Q Deck U wE � C L u c ao Q Deck - N � � N �� 0 C0 Deck 0 CoPARCEL 4 '— 4 � z �- Lu w 0) �' Deck L1� F— OF SARNSTAFr C (/) 1 ry L u O w � O 0 ::D r— Q CC Q `o 75; z CD 0 _ ® cn z °� ° Q ZDrsooU, - J r—C C 0 0 ::D o > #4 #3 # 2 # 1 = '� O W z �u U z � � Q w °° O U C S U Lu a Q D O m Deck eck Deck 101— O o CD r TITLE: d' 47 BASEMENT _ , ftft _ (Y? FLOOR PLAN aft -ft , -- ,_ O BUILDINGS 1 &2 Utility Pole # 1 297-5 Clt���t � y A CE poke � �� � (;002 � , PARCEL7 /J DATE ISSUED: �� • 73, 4 S �'r-j�, 02.05.2013 Q t REVISIONS: N Ew _ I OEM _ UtilityPO "m mow ma � ' ♦ ` �. N Z g � /O of /nterml ` O•e DRAWN BY: S. KHALIL ~a t e t t _t7 Strea 0 m DRAWING NO.: Q� 1 APPROVED BUILDING AND UNIT ADDRESSING PLAN Scale: 1:20 SK 2 �u .E m o N nC" L 1. �3 L