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2239 IYANNOUGH RD/RTE 132
7Z IA� z y z UPC 12543 a No. 53LOR � sue` WaaTiM..e 4N YNCA � !T Z _ 2-00 $o ZL/GB z°0&v1'(7 f . .z oo P'O Xy 7z 2oo?e>'.,)LY7 3 C \ r i v 5. m � r N ` Hors- : ley Witten Group Sustainable Environmental Solutions ti 90 Route 6A Sandwich,MA • 02563 Tek 508-833-6600 • Fax:508-833-3150 www.horsleywitten.com MEMORANDUM TO: Ms. Gisele Gauthier, Housing Assistance Corp. FROM: Christine Wallace, P.E., Horsley Witten Group, Inc. DATE: Revised August 22, 2006 RE: Site Plan Description West Barnstable Communities—Site A ("YMCA" Site) Barnstable, MA Horsley Witten Group, Inc. (HW)has developed a preliminary site plan for the West Barnstable Communities (Site A) Housing Development located adjacent to the YMCA facilities in West Barnstable, MA. Descriptions of the site,the general site layout, wastewater, and stormwater are provided below. EXISTING SITE DESCRIPTION The West Barnstable Communities Site A property consists of 7.2-acres and is located at Map 215, Parcels 020 and 028, West Barnstable, Massachusetts. The entire property is currently undeveloped and heavily wooded. The site abuts the existing Cape Cod YMCA and the Cape Cod Conservatory located on the west side of Route 132, across from the Cape Cod Community College. The site topography is rolling to hilly, and is rocky, reflecting the area's glacial moraine origin. Elevation ranges from approximately 100 feet above mean sea level to 150 feet above mean sea level. According to the U.S. Department of Agriculture Soil Conservation Service's Soil Survey of Barnstable County, Massachusetts (March, 1993), soils underlying the site are classified as Plymouth-Barnstable complex, rolling to hilly and very bouldery. According to the Massachusetts Geographic Information Systems (MassGIS) Groundwater Contour datalayer, the groundwater table is approximately 30 to 35 feet below the ground surface and the apparent groundwater flow direction is towards the northeast. There are no wetland resource areas identified on the site. The majority of the site's stormwater flows to the large depressions on the site where it is then infiltrated. Some portions of the site drain via overland flow to adjacent properties. GENERAL SITE LAYOUT The proposed residences will consist of seven four-family townhouses, comprised of 18 two- bedroom units and 10.three-bedroom units. In order to minimize disturbance and provide open space on the site, the development is located along a single cul-de-sac along the eastern half of the site. The western portion of the site will be open space and graded relatively flat to • accommodate a recreational field. i West Barnstable Communities—Site A Revised Site Description August 22, 2006 Page 2 of 4 The proposed entrance is located off of the existing access road to the YMCA site. The main access to the site will be from Route 132 via the existing paved road through the Conservatory property. The proposed driveway is designed with 2-12 foot lanes with a landscaped median and parallel parking in be The cul-de-sac has an outer radius of 90 feet with an 18-foot pavement section around the cul-de-sac designated as one-way. A total of 43 parking spaces with 4 handicap spaces are provided, which meets the Town's requirement of 1.5 spaces provided per unit. Additional parking will be provided if necessary at the graded area to the north of the site entrance. Water, gas, electric, cable, and telephone service will enter the site via a utility corridor to be located along the access road to the east of the site, connecting to existing utilities in Route 132. Design and sizing of the proposed utilities will be coordinated with all appropriate utility companies. Detailed descriptions of the proposed wastewater and stormwater systems are provided below. WASTEWATER The proposed wastewater system consists of one leaching area located in the northwest corner of the site. The leaching field consists of 24 trenches approximately 75 feet in length. Additionally, an advanced wastewater treatment system will be located in the north central portion of the site. Wastewater will be collected and transported to the treatment system through a gravity sewer main. From the treatment system,treated effluent will be pumped through a force main to the leaching fields for disposal. HW has conducted a series of test pits and percolation tests in the vicinity of the soil adsorption facility. These tests indicate percolation rates of 6 min./in. and 7 min./in., which can provide a Long-Term Acceptance Rate (LTAR) of 0.70 gallons per day (gpd) per square foot (sf), and 0.68 gallons per day (gpd) per square foot (sf), as specified by Title 5. The LTAR of 0.68 has been used to conservatively size the soil adsorption facility. Flows for the development were determined using State Environmental Code Title 5 methodology. The proposed development consists of 18 two bedroom units and 10 three bedroom units. The design flow is estimated to be 7260 gpd as shown on Table 1. Table 1: West Barnstable Communities—Site A, Sewage Flow Estimate Design Criteria Design Flow 18 Two Bedroom Units, 36 Bedrooms 110 gpd/bedroom 3,960 10 Three Bedroom Units, 30 Bedrooms 110 gpd/bedroom 3,300 Total Design Flow 7,260 • J15093 Housing Assis-YMCA-Lombard\Reports\YMCA Narrative-Rev.doc West Barnstable Communities—Site A Revised Site Description -August 22,2006 ` Page 3 of 4 The collection system will consist of SDR-35 polyvinyl chloride (PVC) gravity sewer. The sewer will be sloped to maintain a minimum velocity of two feet per second when flowing full. Building sewers will be 6-inch diameter or larger and mains will be 8-inch minimum. An advanced wastewater treatment system is proposed. Generally, the process consists of primary settling, secondary treatment, and denitrification. Primary,treatment will be provided by a 23,000 gallon precast septic tank. Currently, a FAST treatment system is proposed for enhanced treatment. However, evaluation of technologies for this application is on-going and similar technologies may be proposed. Ultimately,the system will be designed to treat to 19 mg/1 for total nitrogen. The disposal system will consist of a dosing chamber and a subsurface pressure-dosed infiltration trenches. The dosing chamber will be sized to accommodate one dose volume plus sump volume and alarm allowance. Dual, alternating effluent pumps will send the treated effluent to soil absorption system. The soil absorption system will be constructed of parallel stone trenches with plastic perforated pipe laterals. The trenches will be spaced six feet apart to allow reserve area for future disposal. Separation between the bottom of the soil adsorption system and the maximum water table will be greater than five feet, as the depth to water at the site is approximately 35 feet below ground • surface. STORMWATER The proposed stormwater system consists of swales,bioretention areas, permeable pavers, and an infiltration basin. The design criteria used manages peak rates of runoff from the proposed site so there is no increase over existing conditions for the 100-year storm event for the majority of the site. There are a series of large depressions that collect runoff and infiltrate runoff from the site in existing conditions. This pattern is mimicked in proposed conditions by utilizing the large depression in the southwest corner of the site as a proposed infiltration basin to infiltrate runoff from the development up to the 100-year storm event. Any increases in flows for the small drainage areas that flow offsite via overland will be negligible and not any greater than 0.1 cubic feet per second (cfs). Water quality treatment will be provided via surface vegetated practices for a minimum volume of 1-inch of rainfall multiplied by the impervious area. Stormwater from the driveway,parking areas and rooftop areas where feasible will be routed to shallow landscaped bioretention systems designed to filter and infiltrate runoff. The bioretention areas will be equipped with.overflows to convey runoff from larger storms events to the large vegetated infiltration basin located in the southwest corner of the site. In order to reduce additional flows; permeable pavers are considered for the pedestrian walkways. For photographs of bioretention and permeable pavers, see Figures 1 and 2 below. • o i J15093 Housing Assis-YMCA-Lombard\Reports\YMCA Narrative-Rev.doc 0 111 111 111 111 111 111 111 111 i 1 1 1 1� 1 1' �� 1 � � 1 • ® 111 111 111 111 11 11 11• 11� 0 1 1 1 1 11 1 11 1 11 1 11 1 1 1 1 1 1• 910 'is �� 1 w ,vr� sue^ _ 3 a^ra�.e_.— r `s?V � 'v ✓ ., y �, i rt�a �� �i«i'. •r n e a � Pp ., r`"''t '' i �yEsa` dt ks¢'+s Ali �;s e t•"`.. 1• .Cs� } <y 'ti A i:MIR , f� ,7 t•���a�r ;,� 4y,•«•-}L+.1 r��,(pr' ..! n U i��=;�Y � r"� t w�r. .sir t S' t•, a r€ r �-f'ar'�Ks � s�,,� S,,,a '� ••� � � ,� �,�+� art� Ids c. tc ya v � s A. � ' r c€Y r r c - C i � ems..w. �+k �,�,,r•„ �' p Kkz�` rK: �Yi•�' f_ �" `•' ,�` 4w R �.��,.. ��,� � a�,0�,5.7i��,�r"ty1�2.�•�-�{�S�{ r Z l�'�L ��.:3�r v�.ti"ta�'�o'y����s`t9q ''t f.,,q+� 'S1a+� -y.�ryr4r�'iq �i�r'�,t�`s.�..i r��"f r�4�'�- •.��.;a�"r',r`.�� �',�. „��"._ e.,":�`�>�w�'��x5��iv..+�i,s.�:.r4��•� `i�""�5� �' � 'ac•vzii��"'r5'��i �,a '•r'••^ a ei'sa>a< 'Ll a met v � 1 �� -a 1 E fr,•s -•'�, k"t r ;t�rr•�� i,(a'Y`a� ��yv yta��acy Y'..r•z� Y r1 � '�Y+v...:�a�• y .�ra'� art —. a 1•at •e..'X^',3'�-ti t,y�ys ,: sy Y,�r �i � [sE�✓ a�'�t cr YtFp j� 'r (.1 'f tE�'y` �}A ,I ( r vt'1/._<tx4yQ. L _ `��•e''� 11 1 1 IONTITZI1 II hf zWr 8 �• - R {K- 1. ��. �} �. 1 •�� (fin. . FF'Y' xA''r,�t f 1 Q' �^J'p PN/.yya Y Orcr•�'�• �1 .k 6 Azw ;d, r J'�'. n� 8'cfcySamu,��+c„�.,,p,,,o •,. y . ,� ata y ��� `` }1 �. �•i'e r,�49}�`t"6•r? ,pr .yd"* d '+.v. v i 5093 - YMCA Bioretention Area Sizing (North) Impervious Drainage Area 25,253 sqft Impervious Drainage Area 0.58 acres Treatment Storm 1 in Treatment Storm 0.083 ft WQV 2104 cf df 2.00 ft K 1 ft/day height of water above filter 9 in hf (avg of above) 0.375 ft tf 2 days Surface Area Required 886 sqft Surface Area Provided 890 sqft Bioretention Area Sizing (South) Impervious Drainage Area 26,641 sqft Impervious Drainage Area 0.61 acres ITreatment Storm 1 in Treatment Storm 0.083 ft WQV 2220 cf df 2.00 ft K 1 ft/day height of water above filter 9 in hf (avg of above) 0.375 ft tf 2 days Surface Area Required 935 sqft Surface Area Provided 1050 sgft • • , YMCA PARCEL HydroCAD Summary and Output- Existing Conditions Drainage Area A Drainage Area B Cover type Curve Number Area Cover type Curve Number Area Woods/grass,Good, HSG A 32 218,318 Woods/grass, Good, HSG A 32 20,567 Access Road 98 4,688 Access Road 98 1,812 Existing Road 98 3,988 Basketball Court 98 3,470 Tc 6.4 min Sheet, 4.0 Shallow Tc 5.5 min Sheet, 3.2 Shallow 25 yr Total peak runoff(cfs) 0.22 Existing Depression Elevation Area 102 468 Drainage Area C i 104 1207 106 2132 Cover type Curve Number Area 108 3449 Woods/grass, Good, HSG A 32 31,908 110 5203 Tc 5.7 min Sheet, 0.9 Shallow 112 7354 25 yr Total peak runoff(cfs) 0.01 25 yr Total peak runoff(cfs) 0.14 Drainage Area D Cover type Curve Number Area Woods/grass, Good, HSG A 32 11,070 Tc 4.8 min Sheet, 0.4 Shallow 25 yr Total peak runoff(cfs) 0.00 YMCA PARCEL HydroCAD Summary and Output-Proposed Conditions Drainage Area Al Drainage Area B • Cover type Curve Number Area Cover type Curve Number Area Woods,Good,HSG A 30 97,884 Woods/grass,Good,HSG A 32 12,803 Access Road 98 4,710 Access Road 98 1,812 Infiltration Basin 98 7,135 Basketball Court 98 3,470 Proposed Building 98 4,668 Total: 18,085 Proposed Bioretention Area 98 1,050 Tc 6.4 min Sheet,4.0 Shallow >75%Grass cover,Good,HSG A 39 29,955 Total: 145,402 25 yr Total peak runoff(cfs) 0.34 Tc 5 min.(direct entry) Proposed Infiltration Basin Drainage Area C Elevation Area 102 474 Cover type Curve Number Area 104 1064 Woods/grass,Good,HSG A 32 18,746 106 1804 Tc 3.9 min Sheet,0.2 Shallow,0.9 Direct 108 2981 110 4532 25 yr Total peak runoff(cfs) 0.01 112 6509 25 yr Total peak runoff(cfs) 0.64 Drainage Area D Cover type Curve Number Area Drainage Area A2 >75%Grass cover,Good,HSG A 39 8,404 Tc 4.7 min Sheet,0.4 Shallow Cover type Curve Number Area >75%Grass cover,Good,HSG A 39 39,223 25 yr Total peak runoff(cfs) 0.02 Proposed Walks 98 520 Proposed Road/Sidewalk 98 10,388 Proposed Buildings 98 8,968 Existing Road 98 2,674 Proposed Parking Lot 98 2,604 Proposed Bioretention Area 98 890 • Total: 65,266 Tc 5 min.(direct entry) 25 yr Total peak runoff(cfs) 3.34 Drainage Area A3 Cover type Curve Number Area >75%Grass cover,Good,HSG A 39 10,365 Proposed Walks 98 923 Proposed Road/Sidewalk 98 15,670 Proposed Buildings 98 10,048 Proposed Bioretention Area 98 0 Total: 37,006 Tc 5 min.(direct entry) 25 yr Total peak runoff(cfs) 3.58 q P Existing Drainage Area Existing Depression Existing Offsite 1 Existing Offsite 2 Existing Offsite 3 Proposed Al Proposed A2 Proposed Infiltration Basin Proposed A3 OF. B OF C OF=D Proposed Offsite 1 Proposed Offsite 2 Proposed Offsite 3 • Drainage Diagram for 5093-YMCA_082206 Subcat Reach Pon Lltlk Prepared by Horsley Witten Group 8/23/2006 HydroCAt7�l 7.00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 5093 -YMCA_082206 Type 11124-hr 2-yr Rainfall=3.60" Prepared by Horsley Witten Group : Page 1 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 8/23/2006 • Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment A: Existing Drainage Area Runoff Area=226,994 sf Runoff Depth=0.00" Flow Length=400' Tc=8.7 min CN=35 Runoff=0.00 cfs 0.000 of Subcatchment Al: Proposed Al Runoff Area=145,402 sf Runoff Depth=0.02" Tc=5.0 min CN=40 Runoff=0.01 cfs 0.006 of Subcatchment A2: Proposed A2 Runoff Area=65,267 sf Runoff Depth=0.71" Tc=5.0 min CN=63 Runoff=1.02 cfs 0.08.9 of Subcatchment A3: Proposed A3 Runoff Area=37,006 sf Runoff Depth=1.79" Tc=5.0 min CN=81 Runoff=1.78 cfs 0.127 of Subcatchment B: Existing Offsite 1 Runoff Area=25,849 sf Runoff Depth=0.10" Flow Length=220' Tc=10.4 min CN=45 Runoff=0.01 cfs 0.005 of Subcatchment C: Existing Offsite 2 Runoff Area=31,908 sf Runoff Depth=0.00" Flow Length=184' Tc=6.6 min CN=32 Runoff=0.00 cfs 0.000 of . Subcatchment D: Existing Offsite 3 Runoff Area=11,070.sf Runoff Depth=0.00" . Flow Length=100' Tc=5.2 min CN=32 Runoff=0.00 cfs 0.000 of Subcatchment OF-B: Proposed Offsite 1 Runoff Area=18,085 sf Runoff Depth=0.25" Flow Length=220' Tc=10.4 min CN=51 Runoff=0.04 cfs 0.009 of Subcatchment OF-C: Proposed Offsite 2 Runoff Area=18,746 sf Runoff Depth=0.00" Flow Length=90' Tc=5.0 min CN=32 Runoff=0.00 cfs 0.000 of Subcatchment OF-D: Proposed Offsite 3 Runoff Area.4404 sf Runoff Depth=0.01" Flow Length=100' Tc=5.1 min CN=39 Runoff=0.00 cfs 0.000 of Pond P: Existing Depression Peak EIev=102.00' Storage=0 cf Inflow=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of Pond PP: Proposed Infiltration Basin Peak EIev=106.51' Storage=5,634 cf Inflow=2.78 cfs 0.222 of Outflow=0.12 cfs 0.157 of Total Runoff Area= 13.515 ac Runoff Volume= 0.235 of Average Runoff Depth = 0.21" 5093 -YMCA_082206 Type /// 24-hr 10-yr Rainfall=4.80" Prepared by Horsley Witten Group Page 1 • HydroCAD®7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 8/23/2006 Time span=5.00-30.00 hrs., dt=0.05 hrs, 501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment.A: Existing Drainage Area Runoff Area=226,994 sf Runoff Depth=0.06" Flow Length=400'. Tc=8.7 min CN=35 Runoff=0.04 cfs 0.026 of Subcatchment Al: Proposed Al Runoff Area=145,402 sf Runoff Depth=0.19" Tc=5.0 min CN=40 Runoff=0.12 cfs 0.054 of Subcatchment A2: Proposed A2 Runoff Area=65,267 sf Runoff Depth=1.38" Tc=5.0 min CN=63 Runoff=2.26 cfs 0.173 of Subcatchment A3: Proposed A3 Runoff Area=37,006 sf Runoff Depth=2.81". Tc=5.0 min CN=81 Runoff=2.80 cfs 0.199 of Subcatchment B: Existing Offsite 1 Runoff Area=25,849 sf Runoff Depth=0.38" Flow Length=220' Tc=10.4 min CN=45 Runoff=0.09 cfs 0.019 of Subcatchment C: Existing Offsite 2 Runoff Area=31,908 sf Runoff Depth=0.01" Flow Length=184' Tc=6.6 min CN=32 Runoff=0.00 cfs 0.001 of • Subcatchment D: Existing Offsite 3 Runoff Area=11,070 sf Runoff Depth=0.01" Flow Length=100' Tc=5.2 min CN.732 Runoff=0.00 cfs 0.000 of Subcatchment OF-B: Proposed Offsite 1 Runoff Area=18,085 sf Runoff Depth=0.66" Flow Length=220' Tc=10.4 min CN=51 Runoff=0.17 cfs 0.023 of Subcatchment OF-C: Proposed Offsite 2 Runoff Area=18,746 sf Runoff Depth=0.01" Flow Length=90' Tc=5.0 min CN=32 Runoff=0.00 cfs 0.000 of Subcatchment OF-D: Proposed Offsite 3 Runoff Area=8,404 sf Runoff Depth=0.16" Flow Length=100' Tc=5.1 min CN=39 Runoff=0.00 cfs 0.003 of Pond P: Existing Depression Peak EIev=102.19' Storage=159 cf Inflow=0.04 cfs 0.026 of Outflow=0.03 cfs 0.026 of Pond PP: Proposed Infiltration Basin Peak EIev=108.63' Storage=11,550 cf Inflow=5.05 cfs 0.425 of Outflow=0.19 cfs 0.264 of Total Runoff Area= 13.515 ac Runoff Volume= 0.497 of Average Runoff Depth= 0.44" I • 1 5093 - YMCA'082206 Type ///24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 1 " HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 8/23/2006 • Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment A: Existing Drainage Area Runoff Area=226,994 sf Runoff Depth=0.19" Flow Length=400' Tc=8.7 min CN=35 Runoff=0.14 cfs 0.083 of Subcatchment All: Proposed Al Runoff Area=145,402 sf Runoff Depth=0.41" Tc=5.0 min CN=40 Runoff=0.54 cfs 0.115 of Subcatchment A2: Proposed A2 Runoff Area=65,267 sf Runoff Depth=1.97" Tc=5.0 min CN=63 Runoff=3.34 cfs 0.246 of Subcatchment A3: Proposed A3 Runoff Area=37,006 sf Runoff Depth=3.61" Tc=5.0 min CN=81 Runoff=3.58 cfs 0.256 of Subcatchment B: Existing Offsite 1 Runoff Area=25,849 sf Runoff Depth=0.68" Flow Length=220' Tc=10.4 min CN=45 Runoff=0.22 cfs 0.034 of Subcatchment C: Existing Offsite 2 Runoff Area=31,908 sf Runoff Depth=0.09" Flow Length=184' Tc=6.6 min CN=32 Runoff=0.01 cfs 0.006 of Subcatchment D: Existing Offsite 3 Runoff Area=11,070 sf. Runoff Depth=0.09" • Flow Length=100' Tc=5.2 min CN=32 Runoff=0.00 cfs 0.002 of Subcatchment OF-B: Proposed Offsite 1 Runoff Area=18,085 sf Runoff Depth=1.07" Flow Length=220' Tc=10.4 min CN=51 Runoff=0.34 cfs 0.037 of Subcatchment OF-C: Proposed Offsite 2 Runoff Area=18,746 sf Runoff Depth=0.09" Flow Length=90' Tc=5.0 min CN=32 Runoff=0.01 cfs 0.003 of Subcatchment OF-D: Proposed Offsite 3 Runoff Area=8,404 sf Runoff Depth=0.36" Flow Length=100' Tc=5.1 min - CN=39 Runoff=0.02 cfs 0.006 of Pond P: Existing Depression Peak EIev=103.73' Storage=1,446 cf Inflow=0.14 cfs 0.083 of Outflow=0.06 cfs 0.074 of Pond PP: Proposed Infiltration Basin Peak EIev=110.12' Storage=17,368 cf. Inflow=7.00 cfs 0.616 of Outflow=0.26 cfs 0.356 of Total Runoff Area = 13.515 ac Runoff Volume= 0.787 of Average Runoff Depth = 0.70" • i 5093 - YMCA_082206 Type 11124-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 2 • HydroCAD®7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems- 8/23/2006 Subcatchment A: Existing Drainage Area Runoff = 0.14 cfs @ 13.71 hrs, Volume= 0.083 af, Depth= 0.19" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 218,318 32 Woods/grass comb., Good, HSG A 4,688 98 Access Road 3,988 98 Existing Road 226,994 35 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.5 50 0.1300. 0.2 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 3.2 350 0.1300 1.8 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 8.7 400 Total Subcatchment Al: Proposed.A1 • Runoff = 0.54 cfs @ 12.33 hrs, Volume= 0.115 af, Depth= 0.41" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 97,884 30 Woods, Good, HSG A 4,710 98 Existing access road 4,668 98 Paved parking & roofs 29,955 39 >75% Grass cover, Good, HSG A 7,135 98 Infiltration Basin 1,050 98 Bioretention Area 145,402 40 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) . 5.0 Direct Entry, Subcatchment A2: Proposed A2 Runoff = 3.34 cfs @ 12.09 hrs, Volume= 0.246 af, Depth= 1.97" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt=0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" 5093 -YMCA 082206 Type/1/ 24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 3 - HydroCAD.®7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems. 8/23/2006 • Area (sf) CN Description 39,223 39 >75% Grass cover, Good, HSG A 10,388 ,' 98 Proposed roads, sidewalks, parking 8,968 98 Proposed Buildings 520 98 Walkways 2,674 98 Existing road 2,604 98 Existing Parking 890 98 Proposed Bioretention 65,267 63 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment A3: Proposed A3 Runoff = 3.58 cfs @ 12.08 hrs, Volume= 0.256 af, Depth= 3.61" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 10,365 39 >75% Grass cover, Good, HSG A 15,670 98 Proposed road/sidewalks . • 923 98 Proposed walks 10,048 98 Proposed buildings 37,006 81 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment B: Existing Offsite 1 Runoff' = 0.22 cfs @ 12.24 hrs, Volume= 0.034 af, Depth= 0.68" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 20,567 32 Woods/grass comb., Good,HSG A 1,812 98 access road 3,470 98 basketball court 25,849 45 Weighted Average • i 5093 -YMCA 082206 Type /// 24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 4 HydroCAD®7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 8/23/2006 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.4 50 0.0900 0.1 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 4.0 170 0.0100 0.7 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 10.4 220 Total Subcatchment C: Existing Offsite 2 Runoff = 0.01 cfs @ 15.17 hrs, Volume= 0.006 af, Depth= 0.09" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 31,908 32 Woods/grass comb., Good, HSG A Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.7 50 0.1200 0.1 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 0.9 134 0.2400 2.4 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 6.6 184 Total Subcatchment D: Existing Offsite 3 Runoff = 0.00 cfs @ 15.16 hrs, Volume= 0.002 if, Depth= 0.09" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 11,070 32 Woods/grass comb., Good, HSG A Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.8 50 0.1800 0.2 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 0.4 50 0.1800 2.1 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 5.2 100 Total 5093 -YMCA 082206 Type/1/ 24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 5 - HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 8/23/2006 Subcatchment OF-B:-Proposed Offsite 1 Runoff = 0.34 cfs @ 12.18 hrs, Volume= 0.037 af, Depth= 1.07 Runoff by SCS TR-20 method, UH=SCSI- Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 3,470 98 basketball 1,812 98 access road 12,803 32 Woods/grass comb., Good, HSG A 18,085 51 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) .6.4 50 0.0900 0.1 . Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 4.0 170 0.0100' 0.7 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 10.4 220 Total Subcatchment OF-C: Proposed Offsite 2 Runoff = 0.01 cfs @ 15.15 hrs, Volume= 0.003 af, Depth= 0.09" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 18,746 32 Woods/grass comb., Good, HSG A' Tc Length Slope Velocity Capacity Description (min) , (feet) (ft/ft) (ft/sec) (cfs) 3.9 50 0.3000 0.2 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 0.2 40 0.3000 2.7 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 0.9 Direct Entry, 5.0 90 Total Subcatchment OF-D: Proposed Offsite 3 Runoff = 0.02 cfs @ 12.36 hrs, Volume= 0.006 af, Depth= 0.36" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type.11l 24-hr 25-yr Rainfall=5.7O" Area (sf) CN Description • 8,404 39 >75% Grass cover, Good, HSG A I 5093 -YMCA_082206 Type /// 24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 6 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 8/23/2006. Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.7 50 0.0700 0.2 Sheet Flow, Grass: Dense n= 0.240 P2= 3.60" 0.4 50 0.0700 1.9 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.1 100 Total Pond P: Existing Depression Inflow Area = 5.211 ac, Inflow Depth = 0.19" for 25-yr event Inflow = 0.14 cfs @ 13.71 hrs, Volume= 0.083 of Outflow = 0.06 cfs @ 21.02 hrs, Volume= 0.074 af, Atten= 56%, Lag= 438.6 min Discarded = 0.06 cfs @ 21.02 hrs, Volume=' 0.074 of Routing by Stor-Ind method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Peak Elev= 103.73' @ 21.02 hrs Surf.Area= 1,106 sf Storage= 1,446 cf Plug-Flow detention time= 291.0 min calculated for 0.074 of(89% of inflow) Center-of-Mass det. time= 247.5 min ( 1,275.5- 1,028.0 ) # Invert Avail.Storage Storage Description 1 102.00' 31,804 cf Custom Stage Data (Prismatic) Listed below • Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 102.00 468 0 0 104.00 1,207 1,675 1,675 106.00 2,132 3,339 5,014 108.00 3,449 5,581 10,595 110.00 5,203 8,652 19,247 112.00 7,354 12,557 31,804 # Routing Invert Outlet Devices 1 Discarded 0.00' 0.003300 fpm Exfiltration over entire Surface area Discarded OutFlow Max=0.06 cfs @ 21.02 hrs .HW=103.73' (Free Discharge) t-1=Exfiltration (Exfiltration Controls 0.06 cfs) Pond PP: Proposed Infiltration Basin Inflow Area = 5.686 ac, Inflow Depth = 1.30" for 25-yr event Inflow = 7.00 cfs @ 12.08 hrs, Volume= 0.616 of Outflow = 0.26 cfs @ 17.79 hrs, Volume= 0.356 af, Atten= 96%, Lag= 342.4 min Discarded = 0.26 cfs @ 17.79 hrs, Volume= 0.356 of Routing by Stor-Ind method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Peak Elev= 110.12'•@ 17.79 hrs Surf.Area=4,651 sf Storage= 17,368 cf • Plug-Flow detention time= 504.3 min calculated for 0.356 of(58% of inflow) Center-of-Mass det. time= 375.6 min ( 1,233.6- 858.0 ) 5093--YMCA 082206 Type /// 24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 7 - HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 8/23/2006 # Invert Avail.Storage Storage Description 1 102.00' 43,863 cf Custom Stage Data (Prismatic) Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 102.00 474 0 0 104.00 1,064 1,538 1,538 106.00 1,804 2,868 4,406 108.00 2,981 4,785 9,191 110.00 4,532 7,513 16,704 112.00 6,509 11,041 27,745 114.00 9,609 16,118 43,863 # Routing Invert Outlet Devices 1 Discarded 0.00' 0.003300 fpm Exfiltration over entire Surface area Discarded OutFlow Max=0.26 cfs @ 17.79 hrs HW=110.1.2' (Free Discharge) t-1=Exfiltration (Exfiltration Controls 0.26 cfs) • • i 5093 -YMCA 082206 Type/1/ 24-hr 100-yr Rainfall=7.10" Prepared by Horsley Witten Group Page 1 • HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 8/23/2006 Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment A: Existing Drainage Area Runoff Area=226,994 sf Runoff Depth=0.52 Flow Length=400' Tc=8.7 min CN=35 Runoff=1.05 cfs 0.227 of Subcatchment Al: Proposed Al Runoff Area=145,402 sf Runoff Depth=0.88" Tc=5.0 min CN=40 Runoff=1.99 cfs 0.245 of Subcatchment A2: Proposed A2 Runoff Area=65,267 sf Runoff Depth=2.98" Tc=5.0 min CN=63 Runoff=5.17 cfs 0.372 of Subcatchment A3: Proposed A3 Runoff Area=37,006 sf Runoff Depth=4.90" Tc=5.0 min CN=81 Runoff=4.84 cfs 0.347 of Subcatchment B: Existing Offsite 1 Runoff Area=25,849 sf Runoff Depth=1.28" Flow Length=220' Tc=10.4 min CN=45 Runoff=0.57 cfs 0.064 of Subcatchment C: Existing Offsite 2 Runoff Area=31,908 sf Runoff Depth=0.34" Flow Length=184' Tc=6.6 min CN=32 Runoff=0.06 cfs 0.021 of • Subcatchment D: Existing Offsite 3. Runoff Area=11,070 sf Runoff Depth=0.34" Flow Length=100' Tc=5.2 min CN=32 Runoff=0:02 cfs 0.007 of Subcatchment OF-B: Proposed Offsite 1 Runoff Area=18,085 sf Runoff Depth=1.81" Flow Length=220' Tc=10.4 min CN=51 Runoff=0.67 cfs 0.063 of Subcatchment OF-C: Proposed Offsite 2 Runoff Area=18,746 sf. Runoff Depth=0.34" Flow Length=90' Tc=5.0 min CN=32 Runoff=0.04 cfs 0.012 of Subcatchment OF-D: Proposed Offsite 3 Runoff Area=8,404 sf Runoff Depth=0.80" Flow Length=100' Tc=5.1 min CN=39 Runoff=0.09 cfs 0.013 of Pond P: Existing Depression Peak EIev=106.12' Storage=5,344 cf Inflow=1.05 cfs 0.227 of Outflow=0.12 cfs 0.158 of Pond PP: Proposed Infiltration Basin Peak EIev=112.07' Storage=28,302 cf Inflow=11.74 cfs 0.963 of Outflow=0.36 cfs 0.510 of Total Runoff Area= 13.515 ac Runoff Volume= 1.369 of Average Runoff Depth = 1.22" a / YAP.X5 PARS 029 or / / 1 lfAYSAf/PAW a BMW IM A DID --CAN MrAW POLE w jr wa OMFAVY Aso � PIB=B IBv 1� _ �� 87.120 BQ Pr OR PARM A."M5 PIB��,, \ \ \ \ /JJl � �r \ \ \\� / \ aoYw Arm!Yves OB raw er BrABIs Bvvr eaa/P ses \ I2S4 AiNA 184780 SQ Pr aR AM ACMW=7 IIW FOM SU ale PAROU \ r a�e/pa�'� MAP-05 PARS aaa CAM eon CnNMVAloar OF MWW AMP ARM \ / = —• 1 A / I / _ _ \\ �' r // \\ Mr.Boar AQ9 eras ttiYYON RASn=r Bir JfARM5 PAR='OW dPlr "M/Po 018 PL at / COD CONffiPYAfORr Or MU I M/Pa 100 / An ARM BR:BOOB 100F/PADt ale — Y Legend Horsley Witten Group North Sustainable Environmental Solutions StudPoint ,,,,,w.lrorsleywillten.com � y Design Point �- Drainage Area Map 0 80 Pre Development West Barnstable Communities-Site A Subcatchment Area Scale in Feet West Barnstable, MA -08/23/06 JH 5093-YMCAORX.dwg August 22,2006 w �`ggg will � v� PER w Ilk ill°y �i�► LqJk'j-j ►�'' ��, N� j4F!&- Legend Horsley Witten Group Q North Sustainable Environmental Solutions Pond Design Point Pavement Subcatchment Boundary Drainage Area Map Post Deveiopment Time of Concentration 6— !=!!� West Barnstable Gommunities-Site A Subcatchment Area Woods Scale in Feet West Barnstable, MA Flow Path 0. DRP.,dwg ��. r THE WEST BARNSTABLE COMMUNITIES PROPOSED 28 UNIT FAMILY HOUSING DEVELOPMENT RTE 132, WEST BARNSTABLE, MA HOUSING ASSISTANCE CORPORATION • RTE 132, WEST BARNSTABLE, MA. WEST BARNSTABLE - HAC LLC, 460 WEST MAIN ST., HYANNIS, MA 02601 AL '1 - I ARCHITECTS BROWN LINDQUIST FENUCCIO &RABER ARCHITECTS, INC, 203 WILLOW STREET SLATE A YARMOU)HPORT,MA.02675 TEL. (508)362.8382 FAX. (WS)362.2828 CONSULTING SITE/CIVIL ENGINEERS HORSLEY WITTEN GROUP, INC. DESIGN DRAWINGS ONLY 90 RTE 6A,SANDWICH,MA.02563 ISSUED FOR COMPREHENSIVE PERMIT SUBMISSION/ BARNSTABLE ZONING BOARD OF APPEALS CONSULTINGLANDSCAPE ARCHITECT 06/2 7/06 HEN OS LA I' # P.O,BOX 341,ORLEANS,MA.02653 TEL. (508)237.9000 f 3 It� . a� 4 e L I REVISIONS: NO. WE DESCRIPTION LANDSCAPE PLAN CONCEPT SUMMARY: PROVIDE Ki-W.-i!0!AND'_AfE Ii.rl' T TBACKS,IRA!'"15 AND PL,-,\-F;IJC ------RFr?U•REIAFNTS PS SET -------- AMItra 0 71ON:NG SE FOK"I"IN';(-',WNC1FbARN!5TABl.E eKAV/",: • COMPIEMLNT APJD SOFTEk PRCPC;:iED RE '0 T['!AN FREENDLY AM..N:I;Pf,N AND APOUND %MAY.-MIZE PEOF" BUILDINGS AND P�APAL?Z(;API!A1_W11-U!PROV:UING PfjVA(.Y FOR INDIVIDUAL UNITS; - I v VROViOr SAFE AND ATTNA4T!0VU AREA: !3; FROVIDE A MIX OF 5rIAR[0 AND SPACES; :051 RESIDENTIAL DE51GN ELEMENTS AND MATFMALS INCLUDING hEDGU5. Q g BROWN EUNo-T LCCv t RABER FENCES, ETC. I ) p ARCHITECTS,INC. PROTECT AND HIGHLIGHT TOPOGRAPhy,LARGE 5HAVE TREES AND ft)CK PROPOSEDINFILTRATIONBASfA - I __+_ ram' OLITiCPOF5: (HWC) 5,m k C ATF CEN7PAL FOCAL Pl:)I?r RfXF,WCKC-�AND RADIAL) �_1*- . \RF I X. -S*9?1EIWqSION TO ERECT LOW" 7-:7.= ODD PR r 9 R SHRUB -CE a" VA C PER WTHj LAYOLrr7liAT5EPVE.'ASPED,"ZTPAJNGArmFkK'GAW.A; )Z.W,EASEMENX_- PROVIDE.5AFE AND PRAL:T'CAI rtL)f` IAN CIP L5TR CULATIO ROUTE',FOP ALL OrCel BUILDINGS: i re E E I N YSTEAI'--- USE PLANT MATERIALS TO 5CRft!N/BVFr-[P BUILDING AND Ocr \ \ N 1 Ki " , , �:� PARKING APEAB; , (HWG) t I : MAXIMIZE USE OF LOW-MAjNTtNAI,,'Cf,LCAV VIAM.-Ur."IT NA7:vf m >J, FLANT5 ANII INTFGRATE VAT.4 F;LIRROIJNUING HABITAT5. (..-7. OPOSED R-ST&I YS7EM(IIWG) Em I H.9110S LAND DESIGN N6. . 215. Jeff ThibodecLu, MLA -6 ICALNAAIE`� 4-L P.O. BOX 341 Ap, id`F.6nk. Li Orleans, MA 02653 508. 237. 9000. �hl`r-Pi.,R�d F—(P'' \V\ ....... I,SiIkyv1qd PROPOSEDBIORETE),-ION S),55ro IN. (HWC) N How�I him!N41 n=PICNIC FENCE AND HE, Q OWfTH ?O1LCn17bUr7ROPERFY 7 SAFETY AND PRIVA C . -- ___ 0- x d' 1'.; pr Q) z 0 M fl RN //VC • C� bb qi. PROTECrEXISTINCTREELINEAt 1,RF_�VJVE.Cj 0 iu d_.W _BUftR-0 0 PERIMETEROFDEVELOPMENT A-1 <nunumT C\J < tu cl\rj > dh h, FU LL. • w6;Pmt,Jm-,,�-F7.A.- SNk�HW. Tj (n v C' I BOUNDARY OF PROPOSED _4.p�?Fz -Lah _i WASTEWATER LEACH SYSTEM j(HWG)�EX 5-1 WIDEPERIME? PA 7.11 r LOCUS INFORMd Qh[ JL S PROVIDES RECREATIONAL AAf12 N hoz— k.*-PJ.V R�L&.dd.Ld, 7' f LOOSE NATURALIZED SHRUB h THICKETS IN REAR YARDS PROVIDE RESIDENFIA P)RUIVACY.,WILDLMIF JV CY P-b'- V TH EXI BLEND W1 1 HABITAT 7k d WOODLAND BORDER Vlb.wr d—TAr— Wad 0,61L, 7,,/m ED YARD SPACES FOR PROVIDE SHAR t SAFETY AND COMMUNITY BUILDIAIC 5 -11 E PROJECT ENGINEER: R SHAD Witten Group,Inc. '0 oil- 8'H.LAMP POST(AL4X 100 HA77) A RATHIf AAA10- 4_ 90 Route 6A Sandwich,MA CENTERFDA TFRONT OF EA CH BLDG. RX.Alff TO Phone:(508)833-6600 ENTRY Fax:(508)833-3150 Ai-,b.d 74' .138, SCALE: 30' RAP. CO TH �NPIS t, IS P / 1 \ \ I. H;Zi L-3 A CONCEPTUAL DR.AwNG ONLf AND 1IMMIM041)FOR.0045714CnOLI. PRCJ. MGR.: JEFF THIBODEAU PROPOSED SMALL BE FURT11EX DEVEIOPEO OURI-14,5LJ55eQCX00 CIM51GN OF/V/ COD wNA.5E5. D US/C G FIELD: JEFF THISODEAU 1OF(X1APh1C SUPVCY PLAN PROICeD BY ItORILI-W'Eh GROUP. ;,0,? OESIGN:B. JEFF THIBODCAU '9' AN RO`ADVV BYMOfLSLFV W;TTO.'GROUP ON'M4CEPTLIAJ SITL PkLAN-�CA 800/" 141v0q1vSE' 1554 4R • 5!re'BATto MAY S,2()JG(RECEIVED U-I)ATED PLAN C4--OG) �I, J�_j.D' //vc. OWN BY: JEFF THIBODEAU N%-,-A!3 CO3.,PLE7.D WjOR To 'Ue To 50 bUL.mG rnw:5,PjHn.,,.rNi'5 Fm u Of A FINAL GRAVIKG PLAN.AVA1511,11INT5 MAY 14EED TO BE'A �70 AD,r'vRN4C....UPSEGUENT P.lAjF,3 TOACCOMODAICTNECKkOlUGFLAN. CHECKED BY: 5EE 'UMNARY PLANT UST FOR PROP05F,PLAN'r 5PE005. OTHER. HWG JOB NO. 9806 C) SHEET 1 OF 1 r STAMP: TWOBEDROOM 3s-o• A DUPLEX UNIT 19'-0• HI RAILING AS REGUI D 30-0' W BY FINAL GRADES DEC DECK '� I C { 1o•x1a �S ! Z� b • BULKHEAD TO _ BASEI'1ENT-TYP. ' qq REF J O L'✓REP' \� y DEB � I I M 'uB MUD Rh- KITCHEN IT f1UD R C 10-'4" x II'-0" O 10-'4" x II'-0" BEDROOM a2 BEDROOM tt2 a Oy O O 13'-4" x 10'-0"" 13'-4" x 10'-0"" z TRASH UNDER ; TRASH UNDER W Q z I I CL J�J Q I I /Q POWDER , PdWDEg 'id a. Cn s±L Q £' BLl DINING AREA b ON, BATH BATH ON. b 0 ,- C Q Q F- PINING AREA z 0 U I0'-4' x 9'-0" w N W W �. HOC U LvQ b m • TV FAMILY ROOM J J W W FAMILY ROOM I BEDROOM #I BEDROOM #I CN 13'-4' x 9'-0" I I4'-8" x I0'-4" 14'-B" x I0'-4' C j Q clj P 13R UP 3 L�- z Uf M I I O Q z Ld N m 05 j I I O ; O III fill Iflill111[ p _ LIE=iIC-cjE-1 I=33-313-:30 I fill IIII till fill IIII hC DDC=IDC=1 1=3CII=BCD_7[ a C� III fill 11111 11111 Jill fill If[COVERED �C-IDC-IDC-I' -]CD-]CD ] !!+VFRFn I TITLE: I ;ARCH LiC=r-ic-cIC=1 =501=55=50PORCH I ----------- ------- U U U U U U'U U If U 11 11 L- ------- - I BOF�FRAI'1ED SUN SCREEN TWO BEDROOM i 5EGOND FLOOR PLAN SCALEi v4'.1'-0° LINE OF PORCH ROOF BELOW DUPLEX UNIT FLOOR PLANS FIRST FLOOR PLAN SCALE, 114'.1'-0' DATE ISSUED: 06/27/06 REVISIONS: D �j d UNIT AREA PER. UNIT DESCRIPTION DRAWN BY: TS"ep 15T FLOOR 540 S.F. 2 STORY 2ND FLOOR 500 5.F. 2 BEDROOM PROJECT#: C-0026-06 I FULL BATH 8 I HALF BATH DRAWING NO.: TOTAL (EST.) 1,040 S.F. Al . I L � r r rn m n N n (n D m = rn Ell, ff n < oN D rn O rn z r rn D ol z _ �0 3 I'o m m c 71 m _ z €_ e e o rn -- rn :• rn i i O Qr rn < D O z ®0� I I �O❑� I I 1 I I I I - E_ C N Ai mn n n? r Z y D n t DOUn1 m m a� D r A E OO A l -`! Ayx N �m pA ato A ryAry�� z A Di XD P p� N �p1 • N V DN m m N c tl m a ��� �r m _ PROPOSED FAMILY HOUSING DEVELOPMENT -BROWN LINDQUIST FENUCGO&RASER 4 0 o WEST BARNSTABLE COMMUNITIES-SITE"A' ���� ARCHMCTS•INC. D D m x DEVELOPED BY M3WWYWMW.9"E" O YMMGI"6'OW.wA MWs — -- irx G0&_W.2M8 N o HOUSING ASSISTANCE CORPORATION $ RTE 132, WEST BARNSTABLE, MA. rn w Iw wM m,aei• • • 1 Ivmscw\ MaAom+•W.+lmgmr e.0.W+o+./n-n.nnv • ' m� i0 �0 r - At Z N C o O O dm D �-n O u N A� m D N —1 D Z z v C w Z o D T O el� �A —� N o N NN T T Zl x { ® ® x = oa N AF1 " ® ® m� 1 ' r ` a I N W N -na](p m C � D z ti T W — w I x L U) x x L D 0 (11 0 o 11 z r Tn / A C 11 Q� Q 1 m x r 24,-0* ,_ . N r � ' m _ Q lot �6 O . r O r D Z 1 N W 1 x x z i 0 a � —-—-— . .... — _ 0 0 � Z N O x m1 ott o Z , By-(r g PROPOSED FAMILY HOUSING DEVELOPMENT -BROWN LINoeUiST FENUCG08c rusBER 0 o c= m WEST BARNSTABLE COMMUNITIES-SITE"A" IN ARCHITECTS,INC. O r = 209 YALLOV/SI(✓FEI,9.IA Ri UT4.402dYB N X 8 m DEVELOPED BY YATWCUft M.MA� �a._� iAX50S_W-2WB J s o N z m HOUSING ASSISTANCE CORPORATION $ g RTE 132, WEST BARNSTABLE, MA. MOWN r= _..— II — lei _ � _ _ = 11: _ � � _ ���1� IN III' � '- MEN --- ter..■ i.� r � _.Emu_ _MMUMMI -�_ _ .._ = 11MOM -- -- , -- -E mmumm--- OMMOM - --- IIi -- I11 -r-- �IIE --- 11 - ■ WMMIIMMIUMMW - - _- -- ■ ■�' .OMEMF11111 ■—r— r■-r ■_-- .r.._..._r— �� 1.1 11 ��■-.� 11 11 -� �-■ .■► I1 1 III: 'II •- -- -� -i ' u..uuuuu -- ��luuumaum■uan ....rr WON 1 I t� {. 2 / '203 WILLOW STREET , SUITE A YARMOUTHPORT, MASSACHUSETTS 02675 TRANSMITTAL LETTER PROJECT: ARCHITECT'S (name,address) West Barnstable Affordable Housing Project PROJECT NO. ■ 28 Unit Family Housing ("YMCA Site") ■ 12 Unit Senior Housing @ Lombard Farm Site DATE: 18 December 2008 TO: Tom Perry If enclosures are not as noted, please Building Commissioner inform us immediately. Town of Barnstable If checked below, please: ATTN: ( j Acknowledge receipt of enclosures. L J ( j Return enclosures to us. WE TRANSMIT: ( j herewith ( j under separate cover via ( ) in accordance with your request FOR YOUR: ( ) approval ( ) distribution to parties ( ) information ( ) review&comment ( j record ( ) use ( ) THE FOLLOWING: (x) Drawings ( ) Shop Drawing Prints ( ) Samples ( ) Specifications ( ) Shop Drawing Reproducibles ( ) Product Literature O Change Order ( ) COPIES DATE REV.NO. DESCRIPTION ACTION CODE 1 ea. 10/21/08 BER Field Reports Site 'A' & 'B' r 0 0 VE Tom: I neglected to include these MEP Engineering reports in my last Construction Pl§gresi r Report to you . For your files. N = v a✓ w By: Rick Fenuccio B R BUILDING ENGINEERING RESOURCES. INC. FIELD REPORT for West Barnstable Senior Housing DATE OF VISIT: October 15, 2008 PERFORMED BY: Steven R. Berthelette, LC DATE OF REPORT: October 21,2008 Electrical: 1. Rough wiring of the individual Living units is in the process of being done. The eight(8) units in the 2-story section of the building are complete. 2. Boxes and wiring installed for electrical devices. 3. Electric panels installed. Wiring not terminated at panels. 4. Primary and secondary service conduits being installed. Trenches open and conduit encasement being installed. 5. Primary manholes and transformer pad installed. 6. Main electric service equipment not yet installed. 7. Rough wiring and outlet boxes in Common areas underway and is approximately 50% complete. PLUMBING { 2 Story(8)unit section: 1. The rough-in of the eight(8)units in the 2-story section of the building is complete. 2. Rough piping complete, and has been pressure tested. 3. Piping installed per plan and walls are ready to be insulated. 4. Work in this area of building represents typical intent for piping throughout project. 28 Main Street,Building 3A I North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER BER-engineering.com TACOMMERCIAL\West Barnstable Communities(HAC)\Admin\Miscellaneous\BER Field Report(Senior Housing)October 212008(10 15 08 Visit).doc I L - Single story section: 1. The rough-in single-story section of the building is complete. 2. Rough piping complete, and has been pressure tested. 3. Piping installed per plan and walls are ready to be insulated. FIRE PROTECTION 2 Story(8)unit section: 1. Main piping complete. 2. Branch Piping appears to be 95%complete. 3. Work ongoing at fire tank installation tank is in place and piping between tank and building has begun Fire pump not yet installed. Single story section: 1. Work on distribution piping throughout has begun not far enough along at this time for any further comments. MECHANICAL: 2 Story(8)unit section: 1. AC units have been installed and associated ductwork is at 80%complete. 2. AC units refrigerant piping appears to be 90%installed. 3. Units in common spaces have not been installed at this point. 4. Outdoor condensing unit is not installed. 5. Basement heating systems have not been installed at this point. Single story section: 1. AC systems in this area have not been installed at this point. 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com i B E R BUILDING ENGINEERING RESOURCES, INC. FIELD REPORT for West Barnstable Family Housing DATE OF VISIT: October 15,2008 PERFORMED BY: Steven R. Berthelette, LC DATE OF REPORT: October 21,2008 ELECTRICAL Building 1: 1. Rough wiring complete. Boxes and wiring installed. 2. Electric service entrance equipment installed and wired to each unit. 3. Outlet boxes for lighting fixtures and switches installed. 4. Electric panels installed and circuits terminated. Building 7: l. Installation of the electric service equipment is complete. 2. Feeder conduits to each unit installed from meter center. Apartment feeder installation beginning. 3. Rough wiring and outlet box installation not yet started in individual units. PLUMBING 28 Main Street,Building 3A North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineerina.com TACOMMERCIAL\West Barnstable Communities(HAC)\Admin\Miscellaneous\BER Field Report(Family Housing)October 212008(10 15 08 Visit).doc Building 1: 1. Rough piping complete, and has been pressure tested. 2. Cleanout at front door to be relocated to front landing. 3. Piping installed per plan and walls are ready to be insulated. 4. Work in building one represents typical intent for piping in all buildings on site. Building 7: 1. Underground plumbing appears to be complete. 2. Work on distribution piping throughout has begun not far enough along at this time for any further comments. 3. Buildings 2 through 6 are in varying degrees of completion and interior work has not begun at this time therefore there are no comments. FIRE PROTECTION Building 1: 1. Rough piping complete. 2. Piping installed per plan and walls are ready to be insulated. 3. Work in building one represents typical intent for piping in all buildings on site. Buildiniz 7: 1. Underground piping appears to be complete. 2. Work on distribution piping throughout has begun not far enough along at this time for any further comments. 3. Buildings 2 through 6 are in varying degrees of completion and interior work has not begun at this time therefore there are no comments. MECHANICAL-' Building 1: 1. Rough hot water heating piping complete. 2. Piping installed per plan and walls are ready to be insulated. 3. Work in building one represents typical intent for piping in all buildings on site. 4. Modified boiler venting locations shall be verified with manufactures recommendations and all local codes Building 7: ,1. No heating systems have been started at this time. 28 Main Street,Building 3A, North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com EVE ram. Barnstable The Town of Barnstable BA MASS. • Community Preservation Committee AI-America City v, Ass. `{� i63q• �0� ' �'Fnrrw�a 367 Main Street,Hyannis,MA 02601 1 Office: 508-862-4675 Lindsey Counsell,Chairman Laura Shufelt, Vice Chair Fax: 508-790-4782 Sue Rohrbach,Clerk 2007 Ali.-ha Parker. Administrative Assistant December 4, 2007 Gisele Gauthier Director of Housing Development Housing Assistance Corporation 460 West Main Street Hyannis, MA 02601 2 Z.-vy 1 y�r�rJouc1 N A!0 RE: Housing Assistance Corporation funding request V-3 � � �rtr LE, Dear Ms. Gauthier, On August 16, 2007, the Town Council voted to approve the award of $300,000 in CPC funding for your project creating affordable community housing in:West-Barnstable. The project includes 28 units of family rental housing adjacent to the{Y.MCA°and 12 units of senior rental housing in West Barnstable Village at the site of the old Lombard Farm. This grant is being awarded subject to the following specifications and conditions: 1. Release of funds shall be contingent upon the execution of an affordable housing restriction.. The Town shall be a signatory to the Affordable Housing Restrictions in a form to be approved by the Town Attorney's office. 2. Upon submission of written proof of the issuance of the building permit for either of the developments, $100,000.00 will be released. 3. Upon verification to the building commissioner that either of the developments is 50% completed, $100,000.00 of the funds will be released 4. Upon submission of written proof of the issuance of certificates of occupancy for all units at both developments, the remaining $100,000 will be released. If you have any questions, please don't hesitate to contact me. Sincerely, a� 12, Lindsey B. Cou ell Chair AY • l: j � `\ I � J ,� > �, � � � q ,� � � ao � a 3 �. � � , � � � � � � � � � . � � m � � � �' � � �i SEEN BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 18 March 2009 Tom Perry Barnstable Building Commissioner 200.Main St. z, . Hyannis, MA 02601 c> v, :z' -- RE: Construction Progress Report No. Five �? West Barnstable Communities 4' CSite_`A':2-8-U-nit Family-Housing(=-YMC—A Site'--)— �' w �'� Site `B': 12 Unit Senior Housing(``Lombard"-Site)z 331 C&I-sc-) &C . w. � Dear Mr. Perry: Attached for your review and file,please find Construction Field Reports No. 14 thru 19 prepared by our office and a Progress Field Report dated 2/6/09 prepared by our Consulting MEP Engineer, Building Engineering Resources. The work at both sites continues to be completed in general conformance with our construction documents. Either myself or one of our staff members has attended each bi-weekly site visit to review on site job conditions. The punchlist walk-throughs and closeout of Site `B' will be'occurring at the end of this month and the first few weeks of April and we will provide your office with the appropriate Project Completion Aff davits at that time. Similarly, the closeout of Site `A' will be occurring during April and May as each of the seven buildings will be closed out sequentially as they are completed. If you have any questions on any of these field reports please feel free to call me at anytime. Sincerely Richard P. Fenuccio CC: Christian Valle (Valle Group) Adrienne Danner (Housing Assistance Corp.) Julie Creamer(Housing Investments, Inc.) Matt Yarmolinsky (Capital Planning& Project Implementation for Real Estate) RPF/ak 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 W W W.CA P E A R C H I T E C T S.C 0 M FAX 508-362-2828 cS BI BUILDING ENGINEERING RESOURCES, INC. FIELD REPORT / SITE VISIT for West Barnstable Senior Housing DATE OF VISIT: February 6,2009 PERFORMED BY: Steven R.Berthelette,LC DATE OF REPORT: February 9,2009 A site visit was made on February 6,2009 for the purpose of discussing electrical issues on the project and reviewing progress. The following was discussed at the site meeting: 1. Panel H was supplied to the site as a 42 pole panel. This panelwas feed specified as ali 0 gsle in panel and additional panel space is required. Electrician will provide panel H and connect a new panel adjacent to panel H. 2. One exit light in corridor on first floor at chairlift and door to basement shall be removed and a blank plate installed over outlet box. Exit light was specified at a door at this location that has since been removed. 3. It was noted during a subsequent site inspection that the lighting circuits in each Living unit was not provided with arc fault circuit breakers as specified. Electrician will provide twelve(12)plug-on type,one per unit, and one bolt-on type for the emergency lighting circuit in the Emergency Panel. 4. The Electrician indicated that the Fire Department is requesting separate and distinct visual indication of activation of the carbon monoxide detector in the unit for the hearing impaired. BER to review and provide a sketch of how to accomplish this. air 5. It was recommended by the HVAC and General Contactor that the control an heating/3� conditioning system by DAIION be provided with an I-Tou P . nel would ease re-setting issues associated with power loss to thermostats. ts in lieu 6. Two(2)EWH-1 electric heating units on the first floor were provided be provided for one of 1.5kW units as specified. This required a separate electric of the heaters. The cost for this circuit,if any,shall be bourn by the HVAC Contractor. Also,the EWH-1 heater located adjacent to Living Unit#106 has a broken latch. 508230.0260 F 508.230.0265 I BER@BER�ngineecing.com 28 Main Street,Building 3A " i North Easton,Massachusetts 02356 I T I West Barnstable Senior Housing f February 9,2009 Field Report/Site Visit(02.06.09 Visit)—Page 2 A site inspection was conducted and the following progress was noted: 1. Main electric service installed and activated. 2. Emergency generator installed and wired. Unit operational but not programmed. 3. Fire alarm control panel installed. Electrician was instructed to program system to unlock only door upon activation: Wiring that was installed during construction to be utilized. 4. Lighting in building 95% complete and installed. es 90%complete. Some appliance connections and fixtures 5. Living unit lighting and devic installation still to be done. Some Cable TV/telephone connections to be completed. 6.- Site pole and bollard lighting installed. Contractor should verify fixture mounting on pole top. Some fixtures do not appear to be plumb or straight. 7. House panel power circuits being connected to the panelboard. 8. Fire alarm system and devices appear to be completely installed. System programming has not yet been done. 9. Power and control panel for sewage ejector appears complete. 10. Power provided to exterior ACCU units. General duty disconnect switches provided in lieu of heavy duty type. 28 Main Street,Building 3A I North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-eneineering. m PA07114\Cocrespondence0eld Report Site Visit(Electrical)Feb 09 2009(02.06.09 Visit).doc MEMO MY1141 OF BARN-STABLE Y BROWN LIND9UIST FENUCCIO & RABER ARC`""rH'hrii T `Rr CI '?YS,Du' f�i �C�`6 FIELD REPORT# 15 _ t Ivi to, Project: W. Barnstable Communities—Site `A' (Family Housing) 2239 Iyannough Road, W. Barnstable, MA Date: 12/9/08, 9:00 AM Weather: Ptly Sunny Temp. 40'F Est. %of Completion: 65% Conformance with Schedule: + Present: T. Howes, (Valle Group), S. Williams(BLF&R Architects) Distribution: Via E-mail CC: C. Valle(Valle Group T. Howes(Valle Group) A. Danner(HAC) T. Perry(Building Commissioner) J. Creamer(HII) R. McKechnie(Building Inspector) G. Russo(Clerk-of-the-Works) OBSERVATIONS: 15.01 A site visit was made to observe building insulation at the Units in Building 2. This field report applies to Building 2 Only. 15.02 The rim joists were insulated with sprayed-in-place foam insulation,as specified. , 15.03 The exterior building walls were insulated with blown-in place cellulose insulation and appeared properly installed. 15.04 Electrical boxes at convenience outlets, switches,etc. had been temporarily covered with plastic film and the cellulose insulation was sprayed tightly around them. 15.05 The voids between windows and rough framing were insulated with sprayed-in-place foam insulation. 15.06 The building attic spaces have not yet been insulated. The attic spaces will have blown-in cellulose insulation installed once the gypsum board is applied to the ceilings. The above constitutes our'observations and understanding of work in progress. If there are any errors or omissions,please contact our office as soon as possible. Respectfully submitted, Stephen R. Williams TACOMMERCIAL\West Barnstable Communities(HAC)\Admin\Miscellaneous\FIELD REPORT915.doc Photographs W. Barnstable Communities—Site `A' Insulation in Building 2 12/9/08 1 .l. t- Y. f `J 4 Typical exterior wall with cellulose insulation installed. .10 An electrical box in an exterior wall,temporarily covered with duct tape so the cellulose insulation could be sprayed tightly around it. e Photographs W. Barnstable Communities—Site `A' Insulation in Building 2 12/9/08 f_✓' ���t.� - ��T .. mac.- � •+�+.� .�•-•ter Rim joists insulated with sprayed-in-place foam insulation. Also note foam insulation around windows. f F • 1 V t"i OMEN (BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. '.4` 3. 36 FIELD REPORT # 16 Project: W. Barnstable Communities—Site `A' (Family Housing) 2239 Iyannough Road, W. Barnstable, MA Date: 1/6/09, 1:00 PM Weather: Ptly Sunny Temp. 28°F Est. % of Completion: 65% Conformance with Schedule: + Present: J. McCann, (Valle Group), S. Williams (BLF&R Architects), Robert McKechnie (Town of Barnstable Building Inspector) Distribution: Via E-mail CC: C. Valle (Valle Group T. Howes (Valle Group) A. Danner(HAC) T. Perry(Building Commissioner) J. Creamer(HII) R. McKechnie (Building Inspector) G. Russo (Clerk-of-the-Works) OBSERVATIONS: 16.01 A site visit was made to observe rough framing conditions at Building 6 prior to the application of insulation and gypsum board, etc.. This field report applies to Building 6 Only. It was determined that the majority of rough framing conditions, were acceptable, with a few exceptions as follows: 16.02 The coat closets at the bottoms of the stairs have dropped ceilings to accommodate plumbing and mechanical equipment above. The ceiling framing is fastened with a ledger to the closet walls. At these locations there was a gap that could allow the passage of smoke or flames during a fire and requires fire stopping. This condition was brought up by the Building Inspector who was making his inspection at the same time as we were on site. 16.03 Most of the plumbing, heating and fire suppression system pipes within the building framing had metal plates installed to help prevent drywall screws, etc. from piercing the pipes. However in isolated locations these plates were missing and need to be .installed. 16.04 In isolated locations there was debris within wall cavities that would not be desirable to leave remaining in place and should be removed prior to the installation of gypsum board. 16.05 At tenant separation walls, 5/8" type X gypsum board is used on each side of the walls for fire separation. Where the floor joist bear on the top of these walls, the space between them is also covered with 5/8" type X gypsum board to continue the fire separation up to the underside of the floor sheathing. In isolated locations, where plumbing pipes have been installed, the 5/8"type X fire separation was removed for access, but needs to be reinstalled. r :s Field Report# 16 (Bldg 6) W. Barnstable Communities - Site A 1/6/09 Page 2 16.06 Also at the tenant separation walls, at the spaces between floor joists, the majority of the 5/8" type X gypsum board is not sealed around the edges to the surrounding framing with firestopping foam, which needs to be corrected. 16.06 The items discussed in paragraphs 16.02, 16.03, 16.04, 16.05 and 16.06 were brought to the attention of the Construction Superintendent and he stated they would be corrected prior to insulation application. The above constitutes our observations and understanding of work in progress. If there are any errors or omissions,please contact our office as soon as possible. Respectfully submitted, Stephen R. Williams TACOMMERCIAL\West Barnstable Communities(HAQ\Admin\Miscellaneous\FIELD REPORT#16.doc Photographs W. Barnstable Communities—Site `A' Rough Framing Bldg 6 1/6/09 ii A gap between the dropped ceiling framing(inside closet)and the wall plate above that could allow the passage of smoke or flames during a fire and requires fire stopping. 1 III . • E r Debris within wall cavity that should be removed prior to the application of gypsum wall board. . r Photographs W. Barnstable Communities—Site `A' Rough Framing Bldg 6 1/6/09 � � I t+4i" *rP 77�_ 4 N r 1'1 Metal plates installed in most pipe locations to prevent gypsum wall board fasteners, etc. from piercing the pipes. 1 ' 3 _i In isolated locations the plates were missing and should be installed. Photographs W. Barnstable Communities—Site `A' Rough Framing Bldg 6 1/6/09 -�__._ , 4P zed f 5/8"Type X gypsum board installed in joist spaces to continue fire separation into these spaces. In isolated areas,the Type X gypsum board was removed for access to install pipes and needs to be reinstalled/properly protected. r 1 + Y' o O t 5/8"Type X gypsum board installed in joist spaces that is not sealed to the surrounding framing with firestopping foam, which requires correction. C �i NONE BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, I N C. FIELD REPORT # 17 Project: W. Barnstable Communities—Site `A' (Family Housing) 2239 Iyannough Road, W. Barnstable, MA Date: 1/14/09, 1:00 PM Weather: Sunny Temp. 250 F Est. % of Completion: 65% Conformance with Schedule: + Present: J. McCann, (Valle Group), S. Williams (BLF&R Architects), Robert McKechnie (Town of Barnstable Building Inspector) Distribution: Via E-mail CC: C. Valle (Valle Group T. Howes (Valle Group) A. Danner(HAC) T. Perry (Building Commissioner) J. Creamer(HII) R. McKechnie (Building Inspector) G. Russo (Clerk-of-the-Works) OBSERVATIONS: 17.01 A site visit was made to observe insulation at Building 6 prior to installation of gypsum board. This report applies to Building 6 only. 17.02 The building rim joists had been insulated with sprayed-in-place foam insulation as specified. 17.03 Blown-in place cellulose insulation was in place on exterior walls and appeared to fill the stud cavities and be applied tight around penetrations such as electrical boxes, etc. 17.04 Where fixtures such as bath tubs were set against exterior walls, the cellulose insulation had been blown-in between the sheathing and the tub. 17.05 The small gaps around windows and doors had been insulated with sprayed-in-place foam insulation. Two doors were noted to have this insulation missing along the top edge only. This was brought to the attention of the Construction Superintendent and he corrected it. 170.6 Fire separation walls between units had been insulated with fiberglass sound batts per the wall type detail. 17.07 Vent baffles had been installed at the building eaves to help maintain a clear ventilation path once the attic insulation in installed. 17.08 The attic/ceiling insulation was not observed at the time of this site visit as the gypsum board ceiling will need to be in place before the insulation is installed. r . �6. Field Report# 17 (Bldg 6) W. Barnstable Communities - Site A 1/14/09 Page 2 Several of the items requiring correction as noted during the previous framing inspection (Field Report#16) done on 1/6/09 were re-checked during this field visit. Some of these items still require correction. The items still requiring correction were as follows: 16.03 Metal plates are required in isolated locations at framing members that have plumbing, fire sprinkler or wiring running through them and are set too close to the face of the framing. 16.05 At fire separation walls, spaces between floor joists require 5/8" Type X gypsum 16.06 board in isolated bays and all bays require sealing around the edges to the surrounding framing with firestopping foam sealant. In isolated locations, where plumbing pipes have been installed, the 5/8"type X fire separation was removed for access, but needs to be reinstalled. These items were brought to the attention of the Construction Superintendent and he stated they would be corrected prior to the gypsum board being installed. The above constitutes our observations and understanding of work in progress. If there are any errors or omissions,please contact our office as soon as possible. Respectfully submitted, Stephen R. Williams TACOMMERCIAL\West Barnstable Communities(HAC)\Admin\Misce11aneous0ELD REPORT#17.doc r Photographs W. Barnstable Communities—Site `A' Rough Framing Bldg 6 1/6/09 N. Blown-in cellulose insulation,typical of that used in the exterior walls. l - r e � Sprayed-in-place foam insulation used to insulate at rim joists and miscellaneous other locations. Photog aphs W. Barnstable Communities—Site `A' Rough Framing Bldg 6 1/6/09 .. _,. Cellulose insulation appeared to fill wall cavities well and be applied tightly around penetrations such as electrical boxes, etc. r l r ' 1 .4 • 1 , i E. Cellulose insulation appeared to be packed well between joists at fixtures along outside walls such as this bath tub. Photographs W. Barnstable Communities—Site `A' Rough Framing Bldg 6 1/6/09 W. � I e ! r Gaps between framing and doors/windows were filled with sprayed in place foam insulation. However in isolated locations(such as at the head of this door)the foam was omitted. This was corrected when brought to the attention of the Construction Superintendent. M � c sue- �y 5/8"Type X gypsum board installed in joist spaces that is not sealed to the surrounding framing with firestopping foam, which requires correction. r ENNE EUTBROWN LINDQUIST FENUCCIO & RABER A?RCnW"N IcTS, 3INC I FIELD REPORT # 18 _ � '01vfbluu m Project: W. Barnstable Communities—Site `A' (Family Housing) 2239 Iyannough Road, W. Barnstable, MA Date: 2/3/09, 11:00 AM Weather: Snowing Temp. 32'F Est. % of Completion: 68% Conformance with Schedule: + Present: J. McCann, (Valle Group), S. Williams (BLF&R Architects), Robert McKechnie (Town of Barnstable Building Inspector) Distribution: Via E-mail CC: C. Valle (Valle Group T. Howes (Valle Group) A. Danner(HAC) T. Perry (Building Commissioner) J. Creamer(HII) R. McKechnie (Building Inspector) G. Russo (Clerk-of-the-Works) OBSERVATIONS: 18.01 A site visit was made to observe rough framing conditions at Building 3 prior to the application of insulation and gypsum board, etc.. This field report applies to Building 3 Only. The posts supporting It was determined that the majority of rough framing conditions, were acceptable, with a few exceptions as follows: 18.02 The coat closets at the bottoms of the stairs have dropped ceilings to accommodate plumbing and mechanical equipment above. The ceiling framing is fastened with a ledger to the inside of the closet walls. At these locations there was a gap that could allow the passage of smoke or flames during a fire and requires fire blocking. Similar conditions occur at the sloped ceiling in the laundry closet under the stairs. All of these locations require fire blocking. 18.03 Most of the plumbing, heating and fire suppression system pipes within the building framing had metal plates installed to help prevent drywall screws, etc. from piercing the pipes. Most of the electrical wiring is installed such that it passes through the middle of studs. However in isolated locations plates were missing and need to be installed to provide protection. 18.04 At tenant separation walls, 578"type X gypsum board is used on each side of the walls for fire separation. Where the floor joist bear on the top of these walls, the space between them is also covered with 5/8"type X gypsum board to continue the fire separation up to the underside of the floor sheathing. In isolated locations the 5/8" type X gypsum board is not sealed around the edges to the surrounding framing with firestopping foam, which needs to be corrected. 18.05 Small diameter holes were present in various locations of the 2"d floor subfloor. These require repair prior to placement of the finish flooring (w.w. carpeting). r Field Report# 18 (Bldg 3) W. Barnstable Communities - Site A 2/3/09 Page 2 18.06 Daylight was visible in isolated locations through the joints in the panelized wall system, and requires correction. 18.07 The items discussed in paragraphs 18.02 through 18.06 were brought to the attention of the Construction Superintendent and he stated they would be corrected prior to the building being insulated. He objected to correcting the fire blocking conditions due to difficulty of application under the current conditions. The above constitutes our observations and understanding of work in progress. If there are any errors or omissions,please contact our office as soon as possible. Respectfully submitted, Stephen R. Williams I TACOMMERCIAL\West Barnstable Communities(HAC)\Admin\Miscellaneous\FIELD REP0RTk16.doc Photographs W. Barnstable Communities—Site `A' Rough Framing Bldg 3 2/3/09 i 1: 't `w ill t L' Q A gap between the dropped ceiling framing(in the closet)and the wall plate above that has been filled with fire stopping, but requires fire blocking. f { 1 1 ' 1 A similar condition at the sloped ceiling, in the laundry closet, under the stairs. This location also requires fire blocking. Photographs W. Barnstable Communities—Site `A' Rough Framing Bldg 3 2/3/09 4 (t e• a t r' Metal plates installed in most locations(top cross member)to prevent gypsum wall board fasteners, etc. from piercing the pipes&electrical wires, but are still requires in isolated locations such as the bottom plate in this location. 0 W c J' 1 t� 5/8"Type X gypsum board installed in joist spaces to continue fire separation into these spaces. In isolated areas,the Type X gypsum board was has not been sealed to the surrounding framing with firestopping foam, which requires correction. r Photographs W. Barnstable Communities—Site 'A' Rough Framing Bldg 3 2/3/09 t • r• r r ' Small diameter holes were present in various locations of the 2"d floor subfloor. These require repair prior to placement of the finish flooring(w.w. carpeting). Daylight was visible in isolated locations through the joints in the panelized wall system, and requires correction. i NEON 'MNIH UF BMINSTABLE TEABROWN LINDQUIST FENUCCIO & RABER �3J1,91WR1 CR5,3:IBC. FIELD REPORT # 19 Project: W. Barnstable Communities—Site `A' (Family Housing) D1VIS[ON 2239 Iyannough Road, W. Barnstable, MA Date(s): 2/24/09, 3:30 PM & 3/4/09, 3:30 PM Weather: Sunny Temp. 32'F - 40 °F Est. % of Completion: 80% Conformance with Schedule: + Present: J. McCann, (Valle Group), S. Williams (BLF&R Architects), Robert McKechnie (Town of Barnstable Building Inspector) Distribution: Via E-mail CC: C. Valle (Valle Group T. Howes (Valle Group) A. Danner (HAC) T. Perry(Building Commissioner) J. Creamer(HII) R. McKechnie (Building Inspector) G. Russo (Clerk-of-the-Works) OBSERVATIONS: 19.01 Site visits were made to observe rough framing conditions and insulation conditions at Building 4 (Building D)prior to the application of gypsum board, etc.. This field report applies to Building 4 (Building D) Only. Items noted during our site visits are as follows: Framing Conditions: 19.02 The coat closets at the bottoms of the stairs have dropped ceilings to accommodate plumbing and mechanical equipment above. The ceiling framing is fastened with a ledger to the inside of the closet walls. At these locations there was a gap that could allow the passage of smoke or flames during a fire and requires fire stopping/fire blocking. In some of these locations 2 x blocking had been installed to fill the gap. However, in most of these locations, the gap was filled with fire stopping foam sealant (see attached cut sheet). It was determined that the fire stopping foam meets the requirements of the Building Code, paragraph 720.2 as this paragraph allows either"two-inch lumber installed with tight joints" or"approved noncombustible materials securely fastened in place" installed in open spaces of wood framing. a 19.03 Most of the plumbing, heating and fire suppression system pipes within the building framing had metal plates installed to help prevent drywall screws, etc. from piercing the pipes. Most of the electrical wiring is installed such that it passes through the middle of studs. However in isolated locations plates were missing and need to be installed to provide protection. 19.04 At tenant separation walls, 5/8"type X gypsum board is used on each side of the walls for fire separation. Where the floor joist bear on the top of these walls, the space between them is also covered with 5/8"type X gypsum board to continue the Field Report# 19 (Bldg 4/"Bldg D") W. Barnstable Communities - Site A 2/24/08 & 3/4/08 Page 2 fire separation up to the underside of the floor sheathing. In isolated locations 5/8" type X gypsum board had been omitted to allow pipes, etc. to pass through these spaces. This needs to be corrected to provide the proper fire protection. 19.05 In unit D2, there was a location in the first floor bathroom, where a wall stud had been removed from an exterior wall to install a plumbing pipe. Since this wall is a load bearing wall, this left the studs spaced too far apart and needs to be corrected to provide proper structural support. 19.06 The items discussed in paragraphs 19.02 through 19.05 were brought to the attention of the Construction Superintendent and he stated they would be corrected prior to the building being insulated. Insulation Conditions: 19.07 The building rim joists had been insulated with sprayed-in-place foam insulation as specified. 19.08 Blown-in place cellulose insulation was in place on exterior walls and appeared to fill the stud cavities and be applied tight around penetrations such as electrical boxes, etc. 19.09 The small gaps around windows and doors had been insulated with sprayed-in-place foam insulation. Spaces between framing members that were too small to receive the cellulose insulation had also been insulated with sprayed-in-place foam insulation. 19.10 Fire separation walls between units had been insulated with fiberglass sound batts per the wall type detail. 19.11 Vent baffles had been installed at the building eaves to help maintain a clear ventilation path once the attic insulation in installed. 19.12 The attic/ceiling insulation was not observed at the time of this site visit as the gypsum board ceiling will need to be in place before the insulation is installed. The items discussed in paragraphs 19.02 through 19.05 were re-examined at the time of the insulation review. At that time they were found to be properly corrected. The above constitutes our observations and understanding of work in progress. If there are any errors or omissions, please contact our office as soon as possible. Respectfully submitted, Stephen R. Williams TACOMMERCIAL\West Barnstable Communities(HAC)Wdmin\Miscellaneous\FIELD REP0RT#19.doc r Photographs W. Barnstable Communities— Site `A' Rough Framing/Insulation Bldg 4(Bldg D) 2/24/09&3/4/09 4 t r 41 �.14 IL A gap between the dropped ceiling framing(in the closet)and the wall plate above that has been filled with fire stopping foam. D ♦ 1 � I / I r I � I _... .......... mow A similar condition or blocked with 2 x blocking, as allowed by paragraph 720.2 of the Building Code I Photographs W. Barnstable Communities— Site `A' Rough Framing/Insulation Bldg 4(Bldg D) 2/24/09&3/4/09 c • J � r Metal plates were present in most locations to prevent gypsum wall board fasteners, etc. from piercing the pipes&electrical wires, but were still required in isolated locations, as shown here. WISPS t s 1 � 1 i �4 C lu During a later review,the conditions were noted to be corrected. Photographs W. Barnstable Communities— Site `A' Rough Framing/Insulation Bldg 4(Bldg D) 2/24/09&3/4/09 r 4 q Y'y3 .n Y s r C.• " l J' A fire separation wall (tenant demising wall)where the 5/8"type X gypsum board had been omitted to allow the pipes to pass through the space. rt7 Ai o 0 r C The condition was noted to be corrected during a later review. Photographs W. Barnstable Communities— Site `A' Rough Framing/Insulation Bldg 4(Bldg D) 2/24/09&3/4/09 Irs 47 • w I. An isolated location where a stud had been removed from a load bearing wall to install a plumbing pipe. This condition was noted to be corrected during the insulation review. •;s ►. 'yx V '`.�. ♦:' - •-a i•`t, r F., art-'�y,�� .�.�� �.4 y � �� f•�". �, ♦ � � � � .fir' ; r� f' '� l•�y y. a. .: � r' X•, Fig ` �s . �,♦ l f r - �l r. Cellulose insulation installed in stud bays and small voids filled with sprayed-in-place foam insulation to create a well insulated envelope. 1 Q 30 r♦r Cil ® TECHNICAL DATA SHEET BOSS@ 813 Expanding Firestop Foam TECHNICAL& PERFORMANCE DATA Flammability Class ........B1 according to DIN 4102, part 1 Tack Free Time-depending on temperature&humidity j If ........................................................................5-10 minutes ry i Fr' Cut Time-depending on temperature&humidity .................................................... (12"Dia.) 15-20 minutes do to wro Hardening Time-depending on temperature&humidity i ........................................................................... 5-12 hours THE"FIRST" Elongation at break.................................................15-20% �A D , Temperature Resistance................................40'F to 210°F ' Application Temperature FOAM .........................................41°F(surfaces),68'F-77°F(can) Water Absorption ...........................................Max.2%Vol. Tensile Strength..................................... 0,071 -0,076 MPa Information on this data sheet is subject to change without notice and should not be used for writing specifications. For additional information on specific applications,contact Accumetric,LLC DESCRIPTION FEATURES BOSS®813 Expanding Firestop Foam is the FIRST Firestopping • Will adhere to almost any substrate Foam on the market today that is UL Certified and has passed the strict ASTM E-814 and UL 1479 testing procedures. By passing ' Installed in seconds,reducing labor costs by up to 90% ASTM-E-814 BOSS® 813 can be used on any commercial or . Ideal for hotels,hospitals,prisons,condominiums,single and residential construction where the code calls for a UL system for two family homes penetration of cables, etc. through drywall, concrete or wood. (Please consult the UL directory for a full list of approved systems). • Paintable BOSS®813 prevents the spread of fire,smoke and toxic gasses from one compartment to another, while still maintaining the ' Can be used on vertical or horizontal applications integrity of the Firewall. • Excellent acoustic and thermal insulation BOSS®813 has excellent insulation and acoustic properties,and is also paintable (after inspection). • Unaffected by moisture or humidity after curing BOSS® 813 meets or exceeds all building codes including the . CFC Free new International Building Code. BOSS®813 has been tested to ASTM E-814,UL 1479 and ASTM E-84.Classified for 1 and 2 hour assemblies. SPECIFICATIONS USERS PLEASE READ Meets ASTM E-814 (UL 1479), standard The information and data contained herein test method for fire tests of through is believed to be accurate and reliable; penetration firestops. Passed as a Class 1 however, it is the user's responsibility to in a ASTM E-84 for surface burning of determine suitability of use. Since the building materials. Conforms to ALL supplier cannot know all the uses, or the building codes as well as the new conditions of use to which these products International Residential Building Code. may be exposed,no warranties concerning Flame Spread-10 the fitness or suitability for a particular use Smoke Developed-35 or purpose are made. It is the user's responsibility to thoroughly ��pssfy�o test any proposed use of our products and no� independently conclude satisfactory HOW TO USE C Q11 Us NFAN performance in the application. FILL,VOID OR CAVITY MATERIAL MEMBER Likewise, if the application, product FOR USE IN THROUGH-PENETRATION 05-06 • Ensure surfaces are clean and free of FIRESTOP SYSTEMS specifications or manner in which our dust, loose particles and grease. SEE UL FIRE RESISTANCE DIRECTORY<86JY> products are used requires government • As BOSS® 813 cures by moisture approval or clearance, it is the sole absorption,ensure that the surfaces are responsibility of the user to obtain sure moistened with water prior to authorization. application. This can be best achieved The supplier warrants only that its products using a hand sprayer with clean fresh STORAGE AND SHELF LIFE will meet its specifications. There is no water. warranty of merchantability or fitness for • Shake can thoroughly 15-20 times and BOSS® 813 should be stored where the use, nor any other express or implied then turn the can upside down prior to temperature is between +50°F to 68°F. warranty.The users exclusive remedy and pressing the trigger. High temperatures can shorten the storage the suppliers sole liability is limited to refund • The foam should be applied into gaps life. Shelf life is 12 months from date of of the purchase price or replacement of any and openings from the bottom first, shipment. Containers should be stored in product shown to be otherwise than as working up as each layer is allowed to an upright vertical position. Ensure stock warranted. The supplier will not be liable part cure(for large openings).For small is rotated at all times. for incidental or consequential damages of openings spray around the opening,as any kind. the foam will expand very quickly and fill the space. Suggestions of uses should not be taken as inducements to infringe any patents. • If the atmosphere is very dry, a light CAUTION water spray will speed up the curing process. CONTAINER MAY EXPLODE IF HEATED. • Dries tack-free within 5 minutes and EXTREME DANGER. CONTENTS MAY cures within 5-12 hours (depending on CATCH FIRE. Do not puncture or burn. thickness and depth of the foam). Store away from heat. Do not smoke. Use • Cured foam can be cut and sanded after only in a well ventilated area. Keep away curing. from flames, such as pilot light and any object that sparks, such as an electric motor. May irritate skin and eyes. May cause allergic skin or respiratory reaction. COLOR FIRST AID TREATMENT: Contains polymeric isocyanate prepolymer and BOSS®813 Expanding Firestop Foam is hydrofluorocarbon propellant. If in eyes, salmon red/pink in color. rinse well with water. If breathed in, move person into fresh air.If breathing is difficult, consult a physician. If swallowed, call a MADE IN U.S.A. Poison Control Center immediately.KEEP BOSS. PACKAGING OUT OF REACH OF CHILDREN.Refer to. PRODUCTS Material Safety Data Sheet. Accumetric,LLO Accumetric Asia Pacific,LTD 350 Ring Road 18 Kitpanit Bldg.5th Floor Elizabethtown, #502 Patpong Road BOSS®813-Expanding Firestop Foam is Kentucky42701 USA Suriyawong,Bangrak available in 24 Oz. cans, which are 800-928-BOSS(2677) Bangkok,10500Thailand TEL(270)769-3385 TEL(662)634-3060 packaged 12 cans to a case. , FAX(270)765-2412 FAX(662)634-3066 Outside U.S. TEL+1(270)769-3385 FAX+1(270)765-2412 www.bossproducts.com r 101607PI813 BOSS is a registered trademark of Accumetric,LLC i BROWN LINDQUIST FENUCCIO & RABER UUllI1�IllJ ARCHITECTS, INC. 203 WILLOW STREET SUITE A YARMOUTHPORT MA 02675 TO: Mr. Tom Perry Building Commissioner Town of Barnstable 200 Main St. Hyannis, MA 02601 z Sefs PROJECT NAME ADDRESS: A'y1- /Al PERMIT DATE:c-UtTFO 2 M/P: J �� LARGE ROLLED PLANS ARE IN: BOX D T Data entered in' MAPS program on: BY: aApplication "Nam F*e .Edit ,Tools Help ;Application Ref 1Project/Activity Location �!_ ;Lot no +Subdivision 200802467 SP PROJ THREE OR FOUR FAMILY 2239 IYANNOUGH ROAD/ROUTE132 0 200802468 SPECIAL PROJECT NEW COMMERCIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200802469 SPECIAL PROJECT NEW COMMERCIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200802470 SPECIAL PROJECT NEW COMMERCIAL 2239 IYANNOUGH ROAD/ROUTE1 32 0 200802471 SPECIAL PROJECT NEW COMMERCIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200802472 SPECIAL PROJECT NEW COMMERCIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200802473 SPECIAL PROJECT NEW COMMERCIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200803734 ELECTRIC COMM SERVICE 2239 IYANNOUGH ROAD/ROUTE132 0 200804266 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804267 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804268 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804269 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804270 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804272 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804273 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804570 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804571 GAS RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804572 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804573 GAS RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804574 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804575 GAS RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804576 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804577 GAS RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804580 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804581 GAS RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804582 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804583 GAS RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804585 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804586 GAS RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804587 PLUMBING RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 200804588 GAS RESIDENTIAL 2239 IYANNOUGH ROAD/ROUTE132 0 'annnnACnn nl I II Inikir' nrrii r6ITIAI n nnn KJAGILInIIzi nnAl'1/nn1 ITrY-)n n Search//-Filter — -- - - --�--== —- ,� - —- rRecord—- IEF's 1�! }, �� ,� � �rT Go;I 'i• f[�� 4 of 156 _�T '-47 ��T ✓/LP. VV/YIIIW�wvCQ�G/L r�Y i/I/LCJAOCLGLLCOG'GGO' ' •Board of Buildin Re ulations and Standards g g. `Construct Supervisor License License: CS 70389 Birthdate 5/25/1955 Ex-J on y" Tr# .15112 h� � p_-a e.. .a25//2009 t j v -� Restriction 4G; JAMES P- MCCANNj i 53 SULLIVAN TERRACE4�r,< WHITMAN, MA 02382 Commissioner 1 HOFfi,148 _ _ . Fire Protection by Computer Design STEVEN a. yG�, � KaRaN . M. CHANICAL o 34939 BER 28 MAIN STREET BLDG 3A NORTH EASTON, MA 02356 508-230-0260 orb Name West Barnstable Communities__-Site."A'= s Building BLDG Type 1 Location 460 West Main St. -West Barnstable, MA. System .Contract 07114 Data File Site A(residential).WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BER Page 1 West Barnstable Communities-Site"A" Date 11-14-07 HYDRAULIC DESIGN INFORMATION SHEET . Name - West Barnstable Communities - Site "A" Date - 11-14-07 Location - 460 West Main St. - West Barnstable, MA. Building - BLDG Type 1 System No. - Contractor - Contract No. - 07114 Calculated By - DLS Drawing No. - FP1.2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9' OCCUPANCY - S Type of Calculation: (X)NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - Gpm System Type Listed Pres. at Start Point - Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 12 x 12 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Tyco Model TY3334 I Elevation at Highest Outlet - 18' Feet Size 1/211 K-Factor 5.6 G Note: Temperature Rating 155 N Calculation Gpm Required Psi Required At Test Summary C-Factor Used: Overhead 120 Underground 100 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - Q Psi Elev. E 'Static (Psi) - Elev. R Residual (Psi) - Other Well Flow (Gpm) - Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) BER Page 2 y West Barnstable Communities -Site"A" Date 11-14-07 City Water Supply: Demand: C1 -Static Pressure 60 D1 - Elevation 9.961 C2 - Residual Pressure: 50 D2 -System Flow 50 C2 - Residual Flow 200 D2 -System Pressure 42.599 Hose (Adj City ) Hose ( Demand ) D3 -System Demand 50 Safety Margin 16.632 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 C2 E 50 12 40 30 20 10 D1 20 40 60 80 100 120 140 160 180 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary BER Page 3 West Barnstable Communities -Site"A" Date 11-14-07 Fitting Legend Abbrev. Name '/z % 1 1% 1'/2 2 2'/2 3 3'/: 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaa Ames 2000E Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons-per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD BER Page 4 West Barnstable Communities-Site"A" Date 11-14-07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 1 18.0 9.25 na 12.0 2 18.0 9.2 na 12.0 3 18.0 9.94 na 13.0 4 18.0 10.44 na 13.0 100 19.0 9.12 na 101 19.0 9.42 na 103 19.0 9.86 na 104 19.0 10.36 na 105 19.0 11.24 na 106 19.0 12.12 na 107 10.0 17.16 na 108 10.0 18.22 na 109 10.0 19.8 na TOR 10.0 22.0 na BOR 3.0 26.0 na BKFL 3.0 26.44 na BASE 0.0 33.21 na TEST -5.0 42.6 na The maximum velocity is 7.88 and it occurs in the pipe between nodes 104 and 105 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams BER Page 5 West Barnstable Communities-Site"A" Date 11-14-07 Hyd, Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 12.00 1.049 2E 4.0 2.000 9.251 Qa = 12.00 to 120 0.0 4.000 -0.433 100 12.0 0.0505 0.0 6.000 0.303 Vel = 4.45 0.0 12.00 9.121 K Factor= 3.97 2 12.00 1.049 2E 4.0 2.000 9.200 Qa = 12.00 to 120 0.0 4.000 7.796 102 12.0 0.0505 0.0 6.000 0.303 Vel = 4.45 0.0 12.00 17.299 K Factor= 2.89 3 13.00 1.049 2E 4.0 2.000 9.937 Qa = 13.00 to 120 0.0 4.000 -0.433 103 13.0 0.0587 0.0 6.000 0.352 Vel = 4.83 0.0 13.00 9.856 K Factor= 4.14 4 13.00 1.049 1 E 2.0 4.000 10.441 Qa = 13.00 to 120 0.0 2.000 -0.433- 104 13.0 0.0587 0.0 6.000 0.352 Vel = 4.83. 0.0 13.00 10.360 K Factor= 4.04 100 12.00 1.049 1 E 2.0 4.000 9.121 to 120 0.0 2.000 0.0 101- 12.0 0.0505 0.0 6.000 0.303 Vel = 4.45 101 -24.00 1.049 1 E 2.0 5.000 9.424 to 120 0.0 2.000 8.229 102 -12.0 -0.0506 0.0 7.000 -0.354 Vel = 4.45 0.0 -12.00 17.299 K Factor= -2.89 101 24.00 1.38 IT 6.0 3.000 9.424 to 120 0.0 6.000 0.0 103 24.0 0.0480 0.0 9.000 0.432 Vel = 5.15 103 13.00 1.61 IT 8.0 2.000 9.856 to 120 0.0 8.000 0.0 104 37.0 0.0504 0.0 10.000 0.504 Vel = 5.83 104 13.00 1.61 IT 8.0 2.000 10.360 to 120 0.0 8.000 0.0 105 50.0 0.0880 0.0 10.000 0.880 Vel = 7.88 105 0.0 1.61 IT 8.0 2.000 11.240 to 120 0.0 8.000 0.0 106 50.0 0.0880 0.0 10.000 0.880 Vel = 7.88 106 0.0 1.61 1 E 4.0 9.000 12.120 to 120 0.0 4.000 3.898 107 50.0 0.0880 0.0 13.000 1.144 Vel = 7.88 107 0.0 1.61 1 E 4.0 8.000 17.162 to 120 0.0 4.000 0.0 108 50.0 0.0880 0.0 12.000 1.056 Vel = 7.88 108 0.0 1.61 IT 8.0 10.000 18.218 to 120 0.0 8.000 0.0 109 50.0 0.0880 0.0 18.000 1.584 Vel = 7.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams BER Page 6 West Barnstable Communities-Site"A" Date 11-14-07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 109 0.0 1.61 1 T 8.0 17.000 19.802 to 120 0.0 8.000 0.0 TOR 50.0 0.0880 0.0 25.000 2.200 Vel = 7.88 TOR 0.0 1.61 1 E 4.0 7.000 22.002 to 120 0.0 4.000 3.032 BOR 50.0 0.0880 0.0 11.000 0.968 Vel = 7.88 BOR 0.0 1.61 1 E 4.0 1.000 26.002 to 120 0.0 4.000 0.0 BKFL 50.0 0.0880 0.0 5.000 0.440 Vel = 7.88 BKFL 0.0 1.61 1 E 4.0 3.000 26.442 to 120 1Zaa 0.0 4.000 6.153 * Fixed loss =4.854 BASE 50.0 0.0881 0.0 7.000 0.617 Vel = 7.88 BASE 0.0 1.61 2E 5.71 50.000 33.212 to 100 2F 2.855 8.565 2.166 TEST 50.0 0.1233 0.0 58.565 7.221 Vel = 7.88 0.0 50.00 42.599 K Factor= 7.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 �p I P�(N OF lgks. 9c STEVEN A. KARAN 4ECHANICAL _ _ _ Fire Protection by Computer Design o 349e9�a 9� STEP s 1ONk EN BER 28 MAIN STREET BLDG 3A NORTH EASTON, MA 02356 508-230-0260 Job Name :LWest_Barnstable Communities_ - Site "A" Building BLDG Type 1 Location 460 West Main St. -West Barnstable, MA. System Contract 07114 Data File Site A (residential).WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B ER Page 1 West Barnstable Communities-Site"A" Date 11-14-07 HYDRAULIC DESIGN INFORMATION SHEET Name - West Barnstable Communities - Site "All Date - 11-14-07 Location - 460 West Main St. - West Barnstable, MA. Building - BLDG Type 1 System No. - Contractor - Contract No. - 07114 Calculated By - DLS Drawing No. - FP1.2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9' OCCUPANCY - S Type of Calculation: (X)NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 ( )2 (X)4 ( ) S ( )Other T ( )Specific Ruling Made by Date E _____ M Listed Flow at Start Point - Gpm System Type Listed Pres. at Start Point - Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 12 x 12 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Tyco Model TY3334 I Elevation at Highest Outlet - 18 ' Feet Size 1/2" K-Factor 5 .6 G Note: Temperature Rating 155 N Calculation Gpm Required Psi Required At Test Summary C-Factor Used: Overhead 120 Underground 100 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - Elev. R Residual (Psi) - Other Well Flow (Gpm) - Proof Flow Gpm S Elevation - P----Location: --------- ----------- ---- P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C). ,a BER Page 2 West Barnstable Communities - Site "A" Date 11-14-07 City Water Supply: Demand: C1. - Static Pressure 60 D1 - Elevation 9.961 C2 - Residual Pressure: 50 D2 -System Flow 50 C2 - Residual Flow 200 D2 - System Pressure 42.599 Hose ( Adj City ) - Hose ( Demand ) D3 -System Demand 50 Safety Margin 16.632 i 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 C2 E 50 2 . 40 30 20 10 D1 20 40 60 80 100 120 140 160 180 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 11.1 Windham•N.H. USA 03087 Fittings Used Summary BER Page 3 West Barnstable Communities - Site "A" Date 11-14-07 c Fitting Legend Abbrev. Name /z '/< 1 1'/< 1'/z 2 2'/7. 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 1'0 12 14 18 22 27 35. 40 45 50 61 F. 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaa Ames 2000E Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i s Preg'sure / Flow Summary - STANDARD B ER Page 4 West Barnstable Communities -Site "A" Date 11-14-07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req_ 1 18.0 9.25 na 12.0 2 18.0 9.2 na 12.0 3 18.0 9.94 na 13.0 4 18.0 10.44 na 13.0 100 19.0 9.12 na 101 19.0 9.42 na 103 19.0 9.86 na 104 19.0 10.36 na 105 19.0 11.24 na 106 19.0 12.12 na 107 10.0 17.16 na 108 10.0 18.22 na 109 10.0 19.8 na TOR 10.0 22.0 na BOR 3.0 26.0 na BKFL 3.0 26.44 na BASE 0.0 33.21 na. TEST -5.0 42.6 na The maximum velocity is 7.88 and it occurs in the pipe between nodes 104 and 105 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 Final`Calculations - Hazen-Williams BIER Page 5 West Barnstable Communities - Site "A" Date 11-14-07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 12.00 t049 2E 4.0 2.000 9.251 Qa = 12.00 to 120 0.0 4.000 -0.433 100 12.0 0.0505 0.0 6.000 0.303 Vel = 4.45 0.0 12.00 _9.121_ K.Factor= _3.97 2 -- -- ---12.00---1.049 2E _0492E_---4.0 2.000 ---------- 9.200 -------------.----Qa = 12.00 ----------- to 120 . 0.0 4.000 7.796 102 12.0 0.0505 0.0 6.000 0.303 Vel = 4.45 0.0 12.00 17.299 K Factor= 2.89_ -3 ----_-.---13.00--- 1.049-------2E 4.0 - 2:000 - 9.937-------.------Qa = 13.00 to 120 0.0 4.000 -0.433 103 13.0 0.0587 0.0 6.000 0.352 Vel = 4.83 0.0 13.00 9.856 K Factor= 4.14 4 13.00 1.049 1 E 2.0 4.000 10.441 Qa = 13.00 to 120 0.0 2.000 -0.433 104 13.0 0.0587 0.0 6.000 0.352 Vel = 4.83 0.0 13.00 _ 10.360 _ K Factor= 4.04 100 - 12.00 1.049 1 E 2.0 4.000 9.121 to 120 0.0 2.000 0.0 101 12.0 0.0505 0._0 6.000 __ 0.303_ Vel = 4.45 101 -24.00 1.049 1 E 2.0 5.000 9.424 to 120 0.0 2.000 8.229 102 -12.0 -0.0506 0.0 7.000 -0.354 Vel = 4.45 0.0 -12.00 _ _ 17.299 K Factor= -2.89 _ 101 24.00 1.38 1 T 6.0 3.000 9.424 to 120 0.0 6.000 0.0 103 24.0 0.0480 0.0 9.000 _ 0.432. Vel =_ 5.15_ 103 13.00 1.61 -1 T 8.0 2.000 9.856 to 120 0.0 8.000 0.0 104 37.0 0.0504 _ 0.0 10.000 0.'504 _ Vel = 5.83 104 13.00 1.61 1 T 8.0 2.000 10:360 to 120 0.0 8.000 0.0 10_5 50.0 _0.0880 0.0 10.000_ 0.880 Vel = 7.88 105 ---� 0.0 ----- 1.61 .-_-- 1T 8.0 2.000--------11.240 -----------to 120 0.0 8.000 0.0 106 50.0 _ 0.08_80 _ 0.0 10.000 0.880 Vel = 7.88 106 ----�-- 0.0 - 1.61 -`__--1 E -4.0 9.000 ----_-12.120 ----- ---- -------__. to 120 0.0 4.000 3.898 107 _ 50.0 0.0880 0.0 13.000 1.144 Vel = 7.88 --107 0.0 -� 1.61 � -1 E-4.0 8.000--------17.162 _ _ :-Vel _.--__- to 120 0.0 4.000 0.0 108 50.0 0.0880 0.0 12.000 1.056 Vel = 7.88 108 0.0, 1.61 - 1 T 8.0 10.000 1'8.218 to 120 0.0 8.000 0.0 109 50.0 0.0880 0.0 18.000 1.584 Vel = 7.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i Final Calculations - Hazen-Williams BER Page 6 West Barnstable Communities - Site "A" Date 11-14-07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 109 0.0 1.61 1 T 8.0 17.000 19.802 to 120 0.0 8.000 0.0 TOR 50:0 0.0880 0.0 25.000 2.200 Vel = 7.88 --- --- _ - --- - ---- ---- -------- ----- - - - -------_ ....---- -- - -- -- TOR 0.0 1.61 1 E 4.0 7.000 22.002 to 120 0.0 4.000. 3.032 BOR 50.0 0.0880 0.0 11.000 0.968 Vel = 7.88 BOR 0.0 1.61 1 E 4.0 1.000 26.002 to 120 0.0 4.000 0.0 BKFL 50.0 0.0880 0.0 5.000 0.440 Vel = 7.88 BKFL 0.0 1.61 1 E 4.0 3.000 26.442 to 120 1Zaa 0.0 4.000 6.153 ; Fixed loss =4.854 BASE _ _ 50.0 0.0881 _0.0 7.000 0.61_7_ Vel BASE - 0.0 1.61 2E 5.71 50.000 33.212 to 100 ZF 2.855 8.565 2.166 TEST 50.0 0.1233 0.0 58.565 7.221 Vel = 7.88 0.0 50.00 42.599 K Factor= 7.66 Computer Programs by Hydratec Inca Route 111 Windham N.H. USA 03087 Affidavit of Substantial financial Interest I, FPr-PkRi cK PRcsLVr L of hoyf,,�U p«o rr4*/cr- 6,,R P on oath depose and state as follows: 1. I am an applicant for a building permit for the property located at Map Z 15 , Parcel 070 f a19 The address of the property is 23!1 IXA,480 8 fRA- 2. 1 have I 0 0 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is )z the following individuals or entities have had a 1% or greater legal or equi able interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is 12 �- 216�, 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit applic tion: Map/Parcel Address 5. Within this calendar year, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted O building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received O building permits for property in which I have a 1% legal or equitable interest. Signed under the,pains and penalties of perjury, this I day of 2C , 200� 2001-0050/affin 1 0/LOTTERY/AFFIDAVIT °f1ME, y Town of Barnstable; Regulatory Services BARNSM Thomas F.Geller,Director 16 9- p Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508=790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder Ri c.K FRc5 BR ,as Owner of the subject property hereby authorize MC V At I-C (rr2 aV f to act on my behalf, in all matters relative to.work authorized bythis building permit application for; . (Address of Job) Z-�\ -(n Signa f OwiEr Date Print Name Q:FORMS:OwNERPERMIS SIGN 1i CQRQ CERTIFICATE OF LIABILITY INSURANCE ii%2i2 0) PRODUCER (617)723-0700 FAX (617)723-7275 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Cleary Insurance, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 133 Portland Street HOLDER:THIS CERTIRCATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Boston, MA 02114 INSURERS AFFORDING COVERAGE NAIC# INSURED The Valle Group Inc. INSURERA: Granite State Insurance Co. 70 E. Falmouth Highway, Ste 3 INSURERB: EAst Falmouth, MA 02S36 INSURERC: INSURER D: INSURER E OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR A!Rj TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION Dfrn LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED y CLAIMS MADE OCCUR MED EXP(Arty one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ POLICY j� nLOC AUTOMOBILE UABLITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTO BODILY INJURY $ NON-0WNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHER THAN EA ACC $ AUTOONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE S S DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC 874-18-31 04/16/2007 04/16/2008 X I wCSTATu OTH- EMPLOYEW LIABILITY E.L.EACH ACCIDENT $ S00,OO A ANY PROPRIETORIPARTNERIERECUTIVE OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ S00,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ S00,00 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS RTIFICATE HOLDER C SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Hyannis, MA 02601 AUTHORUM REPRESENTATIVE Jeanne Lewis/7ML ACORD 25(200110B) ©ACORD CORPORATION 1988 PDF created With FinePrint pdfFactory trial version http://www.fineprint.com i i IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer,and the certificate holder, nor does it affirmatively or negatively amend,extend or after the coverage afforded by the policies listed thereon. ACORD 25(2001108) PDF created with FinePrint pdfFactory trial version http://www.fineprint.com The Commonwealth o 'Massachusetts Department of Industrial Accidents Office.of Investigations. 600 Washington Street Boston,MA 02111 4 yr•�y www.mass.gov/dia Workers' Compensation.Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lev ibly Name (Business/organization/Individual): T1.2 04"4 (a2a, I L4.C- " Address: r i Ai.M Q„� N w� s �,` ►� 3 — City/State/Zip: '- F 4� ovM ► n�4 G2s4 fo Phone#: 56 3 =S 4 o- )1_SQ Are you an employer? Check the'appropriate box:. . .Type of project(required): O I am a employer with �,1 4.A am a general contractor and I 6. New construction rr ��employees (fall and/or part-time).` have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 ?• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in any ca aci workers' comp.in,�nce. 9 p ty ❑ Building addition [No workers' comp. insurance .5. ❑ We are a corporation and its 10.❑ Electrical repairs or.additions required] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing fepairs or additions C. 152, ,and we have no. myself. [No workers' COMP., c � � §14� ) 12.❑ Roof repairs insurance requiredj t employees. (No workers` 13.❑ Other camp.insurance required *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: `• ' t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such tContractors.that check this box must attacbed an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees.'Below is the policy and job site information. - Insurance.Company Name: CT A✓,-u t M <rr-M 1 r l'S Policy-#or Self-ins.Lin#: W L 191 1S -3 Expiration Date: Dq 1-cv Job Site Address: d a 31 1`1:a0 J JOu+N ' go City/State/Zip: W. 6A-a_j,4.o*i3LE; y4i9' 0240l Attach a copy of the workers' compensation policy declaration page(showing the policy number and.expiration date). Failure tU.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500•.00 and/or one-year imprisonment, as well as.civil penalties in it 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 statemenf maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un er the pains p nalties of perjury that the information provided above is true and correct Sifmatorm Date: Phone#: Via- SH.0- 1 Li S 0. Ofcial use only. Do not write in this area,to be completed by city.or town official. City or Town: Permit/License# . Issuing Authority(circle one): 1.Board of Health 2..Building Department 3.City/Town Clerk 4.Electrical Inspector'5.Plumbing Inspector 6.Other Contact Pe son: Phone#: ,12/13/2007 THU 13: 56 FAX 508 362 3683 West snrnetdble Fire U001/003 i' WEST BARNSTABLE FIRE DEPARTMENT 2160 Meeting house Way West Barnstable Ma. 02668 I w_ estbarnstablefiredcnt(a7vcrizon.net Chief Joseph V. Maruea Emergency: 911 Business 508-362-3241 Fax: 508-362-3683 FAX TRANSMITTAL COVER SHEET TIIERE ARE PAGES INCLUDING THIS ('OVER SHEEP DATE:_ TO: ..rHj2I s 7-1,44z,_ t44L1 FAX NO: FROM: COMMENTS: I - _.... --- - I I CONFIDENTd1AL1TY NOTICE: The facsimile transmission may.contain confidential information .belonging to the sender which is legally privileged and which is intended only for the use of the individual I or entity named above. Any copying, disclostim, distribution or dissemination of this information or the taking of any action based upon the contents of this communication is strictly prohibited. if you have received this transmission in error, please notify us immediately by telephone and return the oriDrinal transmission to us by mail or by delivery to our address as listed above. 12/13/2007 THU 13! 56 FAX 508 362 3683 west Barnstable Fire U002/003 y FIRE DEPARTMENTS OF THE TOWN OF BARNSTABLE Fire Prevention Office-Hinckley Building 200 Main Street, Hyannis, MA 02601. (508) 862-4097 BUILDING CODE COMPLIANCE FORM I plans dated lr,� for the property located at - _ also known as , have been reviewed by 4 of the ❑ Barnstable ❑ COMM O Cotuit ❑ Hyannis V West Barnstable Fire Department. i THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report 2. Firefighting&Rescue Access 3. Hydrant Location&Water Supply ✓ f v 4.Sprinkler Systems " 5. sprinkler Control Equipment 6.Standpipe Systems i 7. Standpipe Valve Locations ' I i 8. Fire Department Connection 1/ 9_ Fire Protective Signaling System 10. F.P.S.S.&Annunciator Location 11. Smoke Control/Exhaust ` 12. Smoke Control Equipment Location 13. Life Safety System Features / 14. Fire Extinguishing Systems 15. F.E.S.Control Equipment Location 16.Fire Protection Rooms 17, Fire Protection Equipment Signage 18.Alarm Transmission Method 19.Sequence of Operation Report 20.Acceptance Testing Criteria WWe believe this document to be complete and compliant for the issuance of a building permit. We have completed the acceptance testing for the occupancy permit and believe that within the scope of the building permit, the above issues are in Compliance. ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT Project Number: C-0024-07 Project Name:` West Barnstable Communities (Site'A) i Project Title: 28 Unit Family Housing Development for H.A.C. —LLC. 460 W. Main St. Hyannis Project Location: Site 'A' (YMCA) 2239 Iyannough Rd. (Rte. 132) West Barnstable, MA (Map 215 Parcels 020 & 028) Scope of Project: Construction of Seven (7) Four Unit Wood Frame (Type 5b) Residential Buildings (28 Units Total) and associated site work per documents dated Nov. 20, 2007. Architect: Brown Lindquist Fenuccio & Raber Architects, Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Richard P. Fenuccio Massachusetts Registration Number 7789 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes } thereto, involving subject project will be prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law(M.G.L.)c. 112, §81 R. For the above named project I, or a registered professional architect/engineer under my cognizance, will review the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I will review and approve the quality control procedures for all code-required controlled materials. I further certify that I will be present on the construction site 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. Pursuant to 780 CMR 116.2.3 1 will provide the results of structural tests and inspections to the building official and owner. I will submit, periodically, a progress report with ments of the site visits and compliance of all pertinent items to the building official. I will s Dc' 9 a satisfactory completion and the readiness of the project for occupancy. � o Q `W ` No.77E9 �.? Almelmot �l Z f7�7 YARMOUTHPOFrr - Architec Richard P. Fenuc o MA E,: >ate �ch►oF Subscribed and Sworil to before me this day of ink 20g7 the undersigned notary public, personally appeared ,4 i�cnvc.t o provide to me through satisfactory evidence of identification, which is 3 to be the person whose name is signed on the preceding gr attached docume t, and acknowledged to me that he signed it voluntarily for its stated purpose. t . AlysmKonu Notary Publi Ba.,"1ele Pubibe MA Date Notary Commission Expires. .l Count? _ My Commission Expres 42-2010 B R BUILDING ENGINEERING RESOURCES. INC. MECHANICAL DESIGN AFFIDAVIT Date: November 20, 2007 Project. Proposed Family Housing Development West Barnstable Communities-Site "A" Me. 132 West Barnstable,Massachusetts I, Steven A. Kagan,PE,LEED, certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the MECHANICAL design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE, LEED #34989 Engineer -MA Reg. Number BUILDING ENGINEERING RESOURCES; INC, �W OF gss Company o STEVEN A. yG o KARAN � 28 MAIN STREET NO, EASTON, MA c3 E ANICALoases o Address o a� �F ONAL ENG\ (508) 230 - 0260 Telephone Number Engineer sal&Signature On this date November 20, 2007. before me, the undersigned Notary Public,personally appeared the above named Steven A. Koran,PE,LEED;proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowled e. efore me, Td 41 � yissio ires, 28 Main Street,Building 3A North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 BER@BER-engineering.com B R BUILDING ENGINEERING Il EsoURCEs. INC. 4 ELECTRICAL DESIGN AFF7DA VIT Date: November 20, 2007 Project: Proposed Family Housing Development West Barnstable Communities-Site "A" Rte. 132 West Barnstable,Massachusetts 1, Marc R. Plante,PE, certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the ELECTRICAL design and will provide Construction Administration for the project during construction. MARC R. PLANTE, PE. #38119 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES, INC, AOFItiq Company Ada MA 9°yG 28 MAIN STREET NO. EASTON, MA P NI L Address � I E (508) 230 - 0260 N Telephone Number Engineer Seal&Signature On this date November 20, 2007. before me, the undersigned Notary Public,personally appeared the above named Marc R. Plante,PE,proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. #efore me, i <; y o sson�Exp' es, _ 28 Main Street,Building 3A North Easton,Massachusetts 02356 IT 568.230.0260 IF 508.230.0265 BER@BER-engineering-.com B R BUILDING ENGINEERING RESOURCES, INC. PLUMBING DESIGNAFFIDAVIT Date: November 20, 2007 Project: Proposed Family Housing Development West Barnstable Communities-Site "A" Rte. 132 West Barnstable, Massachusetts 1, Steven A. Karan,PE,LEED, certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the PLUMBING design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE, LEED #34989 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES, INC, o� HIV OFr�jACs Company STEVEN A. an o� KARAN E HANICAL y 28 MAIN STREET NO, EASTON, MA 0.34969 0 Address o /STEP Q NAL ENG\ (508) 230 - 0260 Telephone Number Engineer Seal&Signature On this date November 20, 2007, before me, the undersigned Notary Public,personally appeared the above named Steven A. Karan,PE,LEED,proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge ore me, m . n Expi , 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com i BIE R BUILDING ENGINEERING RESOURCES. INC. FIRE PROTECTION DESIGN AFFIDA VIT Date: November 20, 2007 Project: Proposed Family Housing Development West Barnstable Communities-Site "A" Rte. 132 West Barnstable, Massachusetts I, Steven A. Karan,PE,LEED, certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the FIRE PROTECTION design and will provide Construction Administration for the project during construction. STEVEN A. KARAN; PE, LEED #34989 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES; INC, , SN OF�jsq� Company STEVEN A. tiG a AAAN _ v M ANICAL c', 28 MAIN STREET NO, EASTON, MA ages Address o `� ZONAL (508) 230 - 0260 Telephone Number Engineer Seal&Signature On this date November 20, 2007. before me, the undersigned Notary Public,personally appeared the above named Steven A.Karan,PE,LEED,proved to me through satisfactory evidence of identification which was personal knowledge to be the persons) whose names) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. KBOore me, Vo y s�io Expires, 28 Main Street,Building 3A North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 BER@BER-engineering.com COMcheck Software Version 3.3.1 Envelope Compliance Certificate Massachusetts Commercial Code Report Date: 11/27/07 Data filename:T:\COMMERCIAL\West Bamstable Communities(HAC)\Drawings\Site-A_YMCA\UNIT TYPE 2.cck Section 1: Project Information Project Title:WEST BARNSTABLE COMMUNITIES 28 UNIT FAMILY HOUSING DEVELOPMENT SITE"A"-UNIT.TYPE 2 Construction Site: Owner/Agent: Designer/Contractor. ROUTE 132 HOUSING ASSISTANCE WEST BARNSTABLE,MA CORPORATION BROWN LINDQUIST FENUCCIO& 460 WEST MAIN STREET RABER ARCHITECTS,INC HYANNIS,MA 02601 203 MAIN STREET SUITE A YARMOUTHPORT,MA 02675 (508)362-8382 Section 2: General Information Building Location(for weather data): West Barnstable,Massachusetts Climate Zone: 12a Heating Degree Days(base 65 degrees F): ' 5884 Cooling Degree Days(base 65 degrees F): 606 Project Type: New Construction Vertical Glazing/Wall Area PcL: 15% Building Type Floor Area Multifamily 4136 Section 3: Requirements Checklist Envelope PASSES: ■ code. Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 2136 30.0 0.0 0.035 0.063 Exterior Wall 1:Wood Frame,Any Spacing 3721 13.0 0.0 0.091 0.089 Window 1:Vinyl Frame:Double Pane with Low-E,Clear,SHGC 0.43 466 — — 0.280 0.592 Door 1:Solid 80 — — 0.400 0.140 Door 2:Glass,Clear,SHGC 0.42 80 — — 0.280 0.592 Floor 1:Slab-On-Grade:Unheated,Depth 4 ft 277 — 8.0 — — (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Certain building use types require continuous under-slab insulation(see Massachusetts Code Section 1304.2.7 and 1304.2.8). Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. 4. 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. ❑ 5. Vapor retarder installed. WEST BARNSTABLE COMMUNITIES 28 UNIT FAMILY HOUSING DEVELOPMENT SITE"A"-UNIT TYPE 2 Page 1 of 2 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 Massachusetts Commercial Code requirements in COMcheck Version 3.3.1 and to comply with the mandatory requirements in the Requirements Checklist /7i��o d`�vrcG;o, �tf.o� /� ,,,sum` • .?7 Name-Tide Signa DatLf r . WEST BARNSTABLE COMMUNITIES 28 UNIT FAMILY HOUSING DEVELOPMENT SITE W-UNIT TYPE 2 Page 2 of 2 s � r ti'S1 ✓�,e �a»Umoozr a�✓ .r� �., . BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR + r_ Number: CS 092040 `a a Birthdate:-06/24/1976 i >� d Expires: 06/24/2009 Tr:no: 92040 Restri' d:"00 CHRISTIAN T VALLE . 415 SHOREWOOD DR:. MA;02536 EAST FALMOUTH C ` 00-35,000 cf enclosed space ? (MGL C.112 S.60L) 1 A-Masonry only 1 G-1&2 Family Homes. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. is i ` 0 L DIG SAFE CALL CENTER: (888)344-7233 Page 1 of 1 i Jim McCann From: Christian Valle[ctv@vallegroup.com] Sent: Monday, June 29, 2009 3:12 PM To: 'Jim McCann' Subject: FW: Section 8 Units Importance: High From: Julie Creamer[mailto:jcreamer@poah.org] Sent: Monday,June 29, 2009 12:03 PM To: 'Adrienne Danner'; 'Christian Valle' Subject: Section 8 Units Importance: High Hi Guys: Here are the Section 8 units�A2,_A4.,_B2,_E1_(ADA),_E2,-F4,G2::,these are presently the most critical units for CofO. Thanks, Julie Julie D. Creamer Preservation of Affordable Housing,Inc 40 Court Street,Suite 650 Boston,MA 02108 p-617-449-0869 f-617-261-6661 c-617-922-1132 6/29/2009 t` The VALLE GROUP, Inc. Real Estate. Consulting and Development .lone 29. 2009 Mr. Thomas McKean Town of Barnstable Board oft-lealth 200 Main Street Hyannis, MA 02601 RE: 2331 lyannough Rd, Site A West Barnstable, MA Dear Mr. McKean, This letter will serve to confirm that The Valle Croup will complete all site related work at the above referenced project including: • Installation of a permanent fence around the dumpster and recycling pad • Completion and starl-up ol'the: emergency generator • Final Landscaping and Hydro-Sceding This work will be complete and ready for inspection no later than 30-days from the date of this letter. Please Feel frec to call me with any questions. Thank you for your Cooperation in this matter. Regards, o ` C a N � Christian "I`. Valle cr `D President Cc: Rick Fenuccio; 1.3l- R Architects � w homas Rcrr--y To��n_o.f_l3arnsl11111c Buil lii� f)c—partnient r" m Adrienne. Danner; Housing Assistance Corporation 70 East Falmouth Highway, Suire 1. East Falmouth, MA 02536 Tel 508.548.1450 Rix 508.548.1950 • c• SHOP I • ►� ' PRECAST MODU ° k_� 9` sR ^ =APIs , ,TANG WALLS WEST B g LM ,z, USETTS S T ® ONE ®STRONG j - �SyStemS f l Approxiimte Quantities PREPARED FOR: x ° East Wall 1,011 0.00 ° T TL PAG t South Wall 1,088 0.00 • E �� � �� u 1 g _ N Total 0 z,739 0.00 D O > 3 g, 71 62% 4� �ALL LA�Oii LA : r TIO(V ,SOTi 1 WALL z4 SF Top Units 19 17% u TM k aR Via'' i i WAL��SCIDIS _ i vka + 6 SF Units 13 3% t a ;�D $� ��r 6 SF Top Units 47 10% 3SF Units 10 1% c 3 SF Top hilts 6 1% End hits(Top/carn�) 19 MBO PRECASTyT 169 CAMELOT DRIVE w PLYMOUTH, MA 508/746-4939 t _ fit.- •�` , NOTE, i M LAYOUT AND ELEVATION ARE BASED UPON SITE/GRADING PLAN BY OTHERS. TG NOT RESPONSIBLE FOR DRAINAGE OR SUITABILITY D x. E OF OVERALL SITE DESIGN FOR INTENDED USE. C UNDERGROUND UTILITY LOCATIONS SHOWN IF ANY, ARE FROM i 4 t INFORMATION PROVIDED TO US BY UTILtT1�COMPANIES AND BY OTHERS. THESE APPROXIMATE LOCATION ARE PROVIDED FOR 1D �" GENERAL INFORMATION ONLY AND MAY BE NEITHER ACCURATE #l. NOR COMPLETE. FOR SPECIFIC LOCATIONS DURING CONSTRUCtION ®Copyright 2007 — Thiele Geotech, Inc. t CONTACT STATE ONE—CALL CENTER PRIOR TO DIGGING. REVISIONS: Unauthorized copying, reproduction, or reuse is prohibited. YMCA LOMBARD IUMCKVOLMrKM SHEET: O TITLE PAGE OMANh NH"WA 68 . rvww.00�eaeotecidcam- WEST BARNSTABLE. MASSACHUSETTS Thiele Geotech Inc 1122/114/07 07044.115 GEoIEC}MICAL•MATEMA ENVnOMENTAL M94EMG DB:MDS CB:ELO i I p I scALE: 1•=aa• — BUILDING 8 ----_------ - I ( - - ❑ i t I I I ( d3 --� BUILDING f BUILDING \ a I 1 N d3 BUILDING 7 I ( 1 d' d2 d' da d2 I I I Zn \' - I 1 I , d3 BUILDING - 3 d2 d1 da 83 ( d2 d1 da BUILDING 1 d1 ❑ I BUILDING 2 03 d2 I I I AST WA 1 15' CONSTRUCTION EASEMENT � N I5731 m pyright 2007 - Thiele �eotech, Inc. 1 REVISIONS: Unauthorized copying, reproduction, or reuse Is prohibited. srr8 p>I" YMCA LOMBARD 13478 CKANDLM Mha, SHEET: L cmfARP.mmom 4a2/866.2171 %WwAmetegeotech.com WEST BARNSTABLE, MASSAOHUSETTS fThlele Geotech Inc 1122//1i 4/07 07044% Geo>EcwacaL•WATF AL•BNAROWNM•FNGINEMG DB:MDS CB:ELO r——=----- t----------------------------- -------------------, 15' CONSRUCiION EASEMENT ' - - � D 10 20 0+ 0 10 0+50 NOTE: WALL LA"OW SHOWN REFLECTS BOTTOM COURSE W WALL. 2+00 37.6' axVO STONE STRONG L CK LEGEND: ^ Z# F-)£� � 24 SF UNIT Z !Waiina r ❑ 24 SF TOP UNIT L _j [# l ONia-lina 155.00 �# # Z'# # v# 155.00 � ❑ 6 SF UNIT I 3 m © 6 SF TOP UNIT mc d a 3 SF UNIT 150.00 150 00 3 SF TOP UNIT 1 �E END UNIT DESIGN GRADE AT 1 _- ---- BACK OF WALL 145.00 — — — — '- i 145.00 ' � 1 140. ...f... _ - --- -- - --- ` 140.00 1 k-4--- 135.00 135.00 DESIGN GRADE IN 1 FRONT OF WALL N I V 1 130.0 4 31 I 130.00 0+00 0+20 0+40 0+60 Vio- 140 1+20 1+40 1+60 1+80 2+00 2+20 2+40 ©Copyright 2007 - Thiele Geotech, Inc. IZ REVISIONS: Unauthorized copying, reproduction, or reuse Is prohibited. YMCA LOMBARD 1347E MW SHEET: 1PALL LAYOUT PLAN & ELEVATION ODAAHA NEB402M ee171 R.2 EAST WALL G'*,cm www.mlaleAeaea'.°°'" QA H N0: WEST SMAISTABLE, MASSACHUSEITS ihlele GeoteCh Inc 12714107 07044.15 GEolEcrwp:AL•MATERIAL•BMROWNWL•ENGmrdNG DH:MDS ICB.ELO I- 15' CONSTRUCTION EASEMENT I , 3+00 3A 10 3+50 4+00 4+4 4+50 4+80 14.85' NOTE: WALL LAYOUT SHOWN REFLECTS BOTTOM COURSE OF WALL. 0 10 20 SCA STONE STRONG BLOCK LEGEND: W (,.1 � 24 SF UNIT Z 24 SF TOP UNIT 1s5.00 i ❑ 8 SF UNIT �w DESIGN GRADE Alc d © 8 SF TOP UNIT 150.00 m - ---- BACK OF WALL 3 SF UNIT 3 SF TOP UNIT 145.0 - END UNIT DESIGN GRADE IN FRONT OF WALL qN 135. D A HE C N 731 I 1 i iJ0.0 ®Copyright 2007 — Thiele Geotech, Inc. REVISIONS: Unouthorized copying, reproduction, or reuse is prohibited. YMCA LOMBARD 19478 ,MAD SHEET: 7 TH WALL LAYOUT PLAN & ELEVATION OMAN&NEWASYA 68138 J SOU WALL L 40=5&2171 WEST BARNSTABLE, MASSAc11usETTS f1weleGeOf6GF1 Inc " w.thWc „ DATEROB'NO: 12/14/07 107044.15 oeotEcw nC4-MATERIAL.ENWRopIENVQ.ENGINEERBG DO*MDS M.ELO Facing Schedule-East Wall 0+10.0 to 1+08.0 135.50 0+10.0 t0 0+16.0 137.00 �3,+10.�t. 3+,14�.01��.�O !+10.0 to 3+10.0 147.001+06.0 to 1+88.0 137.OD 0+16.0 to 0+22.0 138.50 14. 8. 2.50 3+16.0 to 3+32.0 148.50 1+86.0 to 2+40.0 138.50 0+22.0 to 0+28.0 140.00 3+28.0 to 3+42.0 141.00 3+32.0 to 3+86.0 150.00 0+28.0 to 0+34,0 141.50 3+42.0 to 4+14.0 130.50 3+86.0 to 4+00.0 148.50 0+34.0 to 0+52.0 143.00 4+14.0 to 4+28.0 141.00 4+00.0 to 4+12.0 147.00 0+52.0 to 0+70.0 144.50 4+2&0 to 4+48.0 142.50 4+12.0 to 4+48.0 145.50 0+70.0 to 1+40.0 146.00 1+40,0 to 1+68.0 144.50. 1+66.0 to 2+28.0 143.00 2+26.0 to 2+34.0 141.50 2+34.0 to 2+40.0 140.00 SOLIth Wall Total-FacInq kgo1,085 24 SF Units 27 61% 24 SF Top Units 8 18% ! Total Faoing(SF) East Wall 1,671 6 SF Units 8 4%IRUAM 6 SF Top Units 16 8% MEW 3 SF Units 5 1% 24 SF Units 44 63% 3 SF Top Units 2 1%24 SF Top Units 11 16% End Units(Top/Comex 7 6 SF Units 5 2% 6SF Top units 31 11% 3 SF Units 5 1% 3 SF Top Units 4 1% End Units(Top/Comer) 12 r H 45731 ' tONAL t �� ®Copyright 2007 - Thiele Ceotech. Inc. REVISIONS: Unauthorized copying, reproduction, or reuse is prohibited. YMCA LOMBARD 19078 „� SHEET: wain. S=Dvr.»tiS �� HEB 2178 - ""�"''1^1 "GowchC0m DATE OO N0: WEST WNSTABL& MASSACHUSETTS *ThleleGeotech inc 12/14/07 107044.15 c ohaw CAL•M4TIRM'OMROMENTAL•ENGwEEmG DO:MDS ICS.ELO es• m Mjpp= 24 SF UNIT n 45 8 SF UNIT 9" (TYP•) 3 SF UNIT j WALL BASE STEP NOT TO SCALE TOP OF WALL EL. PER SCHEDULE STONE STRONG 6 SF TOP UNIT AUTOMATIC SET BACK (4• PER UNIT) PLACE FIRST COURSE LEVEL TO PROPER LINE & GRADE UNIT FILL STONE STRONG 9" 24 SF RETNNING WALL UNIT 1Y2• COMPACTED ROCK TOP OF FOOTING El. OR LEAN CONCRETE PER SCHEDULE i 1N NOTE: BEARING CONDITIONS SHALL BE OBSERVED BY THE SITE GEOTECHNICAL S ENGINEER. BASE DIMENSIONS MAY BE HI I 60" MIN. INCREASED TO ADDRESS DEFICIENT SOIL 5 WALL BASE (SEE DETNL _ BEARING CONDITIONS. 30 TYPICAL WALL CROSS SECTION _ BALL BASE NOT TO SCALE NOT TO SCALE ®outhorized2ccoopying Treproduction, orn REVISIONS: reuse is prohibited. DUAQ,3 YMCA. LOMBARD ■ o 01.0 SHEET: C ■■ 4=654.217) J WEST BARNSTABLE MASSACHUSEiTS fmeleGeotech Inc oats: JJOB No: 12/14/07 107044.15 6EOlECKNICAL•.MAIEMAI•ERMOlVaM.ENGjNIn fG MDS CB.ELD FENCE POST # ' ''`' SN36" SLEEVE FOR POST, COVER TOP. INSTALL SLEEVES WITH WALL COORDINATE LOCATIONS WITH FENCE INSTALLER. OPTIONAL PIC FENCE CONFIGURATION FENCE CONFIGURATION FENCE SLEEVE NOT TO SCALE NOT TO SCALE NOT TO SCALE M L H N 731 1 lgygt.��p1 ®Copyright 2007 — Thiele Geotech, Inc. 1 1 Unauthorized copying, reproduction, or reuse is prohibited. REVISIONS: YMCA LOMBARD ,3„e ,,,,� SHEET: R 6 a DETAILS ° ``PEORAVA o-iiii CONTINUED wwwrdefteofaomwn DATE No: WEST SARNSTABLE, MASSACHUSETTS *ThleleGeotech Inc 12/14/07 07044.15 ceoltcHNCAL•MMEML•RMROMENTAL•INGINIEEM DB:MDS CB:ELO STONE STRONG 24 SF TOP UNIT STONE STRONG NOT TO SCALE - 24 SF UNIT NOT TO SCALE 044 048r' 13" 18 18 STONE STRONG STONE STRONG 24" 48" 3 S NOT S -OP UNIT 6 SF TOP UNIT NOT TO SCALE STONE STRONG END UNIT Q NOT TO SCALE 18' 0.., 44e < ti..: t• 44" obr 48" ✓/�` _STONE STRONG STONE STRONG 3 SF UNIT 6 SF UNIT ®Copyright 2007 — Thiele Geotech, Inc. NOT TO SCALE NOT TO SCALE Unauthorized copying, reproduction, or reuse is prohibited. REVISIONS: YMCA LOMBARD 18476aQMLERROAD SHEET: R 7 COMPON E! n OWAPANEBRASYA68138 "M""'M own DATE ,we No: WEST BARNSTABLE, MASSACNUSETTS *ThieieGeotech Inc 12/14/07 070445 GEOREt:IWICAL•MATERW.•ENMOME4IAL "ENGINEENNG OB:MDS CB:ELO 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SITE SAFETY. THIELE 7. UNIT FILL SHALL BE A CLEAN,COARSE GRANULAR MATERIAL. UNIT FILL SHALL BE GEOTECH,INC.(TG)SHALL NOT BE RESPONSIBLE FOR MEANS OR METHODS OF SCREENED CRUSHED ROCK OR RECYCLED CONCRETE,MEETING THE FOLLOWING CONSTRUCTION OR FOR SAFETY OF WORKERS OR OF THE PUBLIC, GRADATION: 2. THIS DESIGN IS BASED ON THE FOLLOWING SOIL PROPERTIES: US STANDARD SIEVE SIZE PERCENT PASSING 1-1/2" 100 PROPERTY RETAINED SOIL FOUNDATION SOIL 3/4" 60-100 FRICTION ANGLE- 300 30° #4 0.40 UNIT WEIGHT-y 120 PCF 120 PCF #200 0-5 COHESION-C 0 0 SOIL TYPE SAND/GRAVEL SAND/GRAVEL UNIT FILL SHALL FILL CAVITIES WITHIN AND BETWEEN THE UNITS,AND MAY EXTEND BEHIND THE FACING UNITS FOR THE CONTRACTOR'S CONVENIENCE. THE WALL BASE DESIGN ASSUMES A NET ALLOWABLE BEARING PRESSURE OF 2,300 PSF. THE SITE GEOTECHNICAL ENGINEER SHOULD OBSERVE THE BEARING CONDITIONS AND 8. EXCAVATED ON-SITE SOILS FREE FROM ORGANIC MATTER AND DEBRIS MAY BE USED AS ADJUST THE THICKNESS OF THE GRANULAR BASE TO ACCOMMODATE SOFT CONDITIONS,IF BACKFILL MATERIAL. OFF-SITE BORROW SHALL BE A CLEAN SAND OR GRAVEL. BACKFILL NECESSARY. MATERIAL SHALL BE APPROVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO USE. BACKFILL SHALL BE PLACED IN MAXIMUM 8 INCH LOOSE LIFTS AND COMPACTED TO A 3. THIS DESIGN IS FOR STABILITY OF THE PRECAST MODULAR RETAINING WALL STRUCTURE MINIMUM OF 95 PERCENT OF STANDARD PROCTOR(ASTM 0698). ONLY. SITE STABILITY(GLOBAL STABILITY),IS THE RESPONSIBILITY OF THE SITE DESIGN ENGINEER. WALL GEOMETRY AND GRADE ELEVATIONS ABOVE AND BELOW THE WALL 9. ENSURE EACH COURSE IS COMPLETELY FILLED AND BACKFILL IS PLACED TO THE SAME GENERALLY CONFORM WITH SITE DESIGN PREPARED BY HORSLEY WITTEN GROUP LEVEL PRIOR TO PROCEEDING TO NEXT COURSE. ENSURE ADJACENT UNITS ARE IN (GRADING PLAN,11/5/07). TO MAKES NO REPRESENTATION REGARDING SETBACKS, CONTACT SO THAT UNIT FILL MAY NOT ESCAPE THROUGH THE JOINT BETWEEN UNITS. EASEMENTS,OR SUITABILITY OF THE OVERALL SITE DESIGN. TO IS NOT RESPONSIBLE FOR GAPS GREATER THAN 1/4"BETWEEN UNITS SHALL NOT BE ALLOWED. AT INTERSECTIONS SITE DRAINAGE. WITH STRUCTURES,CUT UNITS TO OBTAIN A NEAT FIT. PULL BLOCK UNITS FORWARD TO 4. STATIONS AND LAYOUT DIMENSIONS ARE MEASURED ALONG FACE OF THE WALL AT THE ENGAGE THE ALIGNMENT LOOPS ON THE UNIT BELOW. BOTTOM COURSE. 10. MAINTAIN TEMPORARY GRADES TO DIVERT SURFACE WATER AWAY FROM THE RETAINING WALL EXCAVATION. SLOPE FINAL BACKFILL TO PROVIDE POSITIVE DRAINAGE AND TO S. PRECAST UNITS SHALL BE STONE STRONG RETAINING WALL UNITS MANUFACTURED UNDER ELIMINATE PONDING. LICENSE FROM STONE STRONG SYSTEMS. UNITS SHALL HAVE A MOLDED GRANITE FACE. THE BLOCKS MAY BE STAINED IN PLACE TO ACHIEVE THE DESIRED COLOR. 6. THE WALL BASE SHALL CONSIST OF COMPACTED CRUSHED ROCK OR RECYCLED CONCRETE AGGREGATE,WITH THE FOLLOWING GRADATION: US STANDARD SIEVE SIZE PERCENT PASSING 1-1/2" 80-100 ,3/4" 50.90 #4 0-40 #200 0-10 THE WALL BASE SHALL BE PLACED AS SHOWN ON THE DRAWINGS. THE BASE SHALL BE COMPACTED SO AS TO PROVIDE A LEVEL AND HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. GRANULAR BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF STANDARD PROCTOR(ASTM D698). FOOTING SHALL BE SMOOTHED TO ENSURE COMPLETE CONTACT OF RETAINING WALL UNIT WITH BASE. SURFACE OF GRANULAR BASE MAY BE DRESSED WITH FINER AGGREGATE TO AID LEVELING. THE THICKNESS OF DRESSING LAYER SHOULD NOT EXCEED 3 TIMES THE IL MAXIMUM PARTICLE SIZE USED. THE CONTRACTOR MAY SUBSTITUTE LEAN CONCRETE K Cl IL WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2.500 PSI FOR THE GRANULAR BASE N , 5731 MATERIAL. tWeL ay �01 ®Copyright 2007 — Thiele Geotech, Inc. Unauthorized copying, reproduction, or reuse Is prohibited. REVISIONS: YMCA LOMBARD ,�18 ,ice SHEET: R 8 NOTES YMCA eelae u 4,85&z„1 wwwIddege0loo'oom DATE; JOB NO. WEST BARNSTABLE, MASSACHUSETTS filileleGeotech Inc 12/14/07 07044.15 GEOTECHtACAL"MATE M"ENNROWNTAL"ENGINEERING 1011-MDS jCB.EL0 i COMcheck Software Version 3.3.1 Envelope Compliance Certificate Massachusetts Commercial Code Report Date: 11/27/07 Data filename:T:\COMMERCIAL\West Barnstable Communities(HAC)\Drawings\Site-A YMCA\UNIT TYPE 1.cck Section 1: Project Information J— te-4 Project Title:WEST.BARNSTABLE COMMUNITIES'28 UNIT FAMILY HOUSING DEVELOPMENT SITE"A"_UNIT TYPE Construction Site: Owner/Agent: Designer/Contractor: ROUTE 132 HOUSING ASSISTANCE WEST BARNSTABLE,MA CORPORATION BROWN LINDQUIST FENUCCIO 8 460 WEST MAIN STREET RABER ARCHITECTS,INC HYANNIS,MA 02601 203 MAIN STREET SUITE A YARMOUTHPORT,MA 02675 (508)362-8382 Section 2: General Information Building Location(for weather data): West Barnstable,Massachusetts Climate Zone: 12a Heating Degree Days(base 65 degrees F): 5884 Cooling Degree Days(base 65 degrees F): 606 Project Type: New Construction Vertical Glazing/Wall Area PcL: 15% Building Type Floor Area Multifamily 4892 Section 3: Requirements Checklist Envelope PASSES:Design 16%better than code. Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 2770 30.0 0.0 0.035 0.063 Exterior Wall 1:Wood Frame,Any Spacing 3973 13.0 0.0 0.091 0.089 Window 1:Vinyl Frame:Double Pane with Low-E,Clear,SHGC 0.43 511 — — 0.280 0.592 Door 1:Solid 80 — — 0.400 0.140 Door 2:Glass,Clear,SHGC 0.42 80 — — 0.280 0.592 Floor 1:Slab-On-Grade:Unheated,Depth 4 ft. 277 — 8.0 — — (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Certain building use types require continuous under-slab insulation(see Massachusetts Code Section 1304.2.7 and 1304.2.8). Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values 8 U-factors labeled as certified. 4. 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. 5. Vapor retarder installed. WEST BARNSTABLE COMMUNITIES 28 UNIT FAMILY HOUSING DEVELOPMENT SITE"A"-UNIT TYPE 1 Page 1 of 2 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 Massachusetts Commercial Code requirements in COMcheck Version 3.3.1 and to comply with the mandatory requirements in the Req 'rements Checklist. �h0 /�r�'/Vl�GG/p �F�/OEY✓T �C�ti?�' � / 02 7 O7 Name-Title Signature Date WEST BARNSTABLE COMMUNITIES 28 UNIT FAMILY HOUSING DEVELOPMENT SITE"A"-UNIT TYPE 1 Page 2 of 2 oFt rQ,,, Town of Barnstable Regulatory Services • aniwsrnat.e. v MASS. Thomas F. Geiler; Director, �''0lfci3„gwrA�O Building Division Thomas Perry, CBO Building Commissioner 200 Mairi Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 May 8, 2008 Christian T. Valle, President The Valle Group, Inc. 70 East Falmouth Highway, Suite 3 East Falmouth, Ma 02536 r Dear Mr. Valle: Enclosed are the two checks 3979 & 4444 you submitted for application fees f r 2239 Iyannough Road & 2331 Meetinghouse Way. The Housing Assistance Corpor submitted a check for the two application fees and the tenant fit out fees. The tenant fit outs will need applications completed for each unit. Thank you in advance for your attention to the above. Respectfull Thomas Perry, CBO Building Commissioner. A AIA Document G704'm — 2000 Instructions Certificate of Substantial Completion ---___GENERAL INFORMATION _—Purpose _ This document was developed to establish the date of Substantial Completion for the purpose of commencement of applicable warranties and to allow the Owner to occupy or utilize the Work or designated portion thereof. Related Documents This document was prepared for use under the terms of AIA Document A201,GeAral Conditions of the Contract for Construction;rand under the general conditions contained in AIA Document A107 and A105. Use of Current Documents { Prior to using-any AIA-Contract Document,users should consult www.aia.org or a local AIA component to verify the most recent edition. v Reproductions! r , .� This document is a copyrighted work and may not be reproduced or excerpted from without the express written permission of the AIA.There is no implied permission to reproduce this document,nor does membership in The American Institutes of chitects confer any further rights to reproduce this document. The`A h1 by grants the p�chaser a limited license to reproduce a maximum of ten copies of a completed G704, but only.for use in connection with a particular project.The AIA will not permit reproduction outside of the limited license fo/r reproduucction.granted above,except upon written request and receipt of written permission from the AIA. Rights to reproduce the document may vary for users of AIA software. Licensed AIA software users should consult the End User License A eement EULA �\ 4 To report copyright violations of AIA:Contract Documents,e-mail The American Institute of Architects'legal Lcourfsel,-�?p�yfight@aia.org. COMPLETING THE G7/04 FORM After th`ds'"Project or Designated Portion shall include:,"insert a detailed description of the Project or qr ion(s)of the (Project that have been accepted as being substantially complete. �� ( Determine Work to.be completed. � DnProvide a list of items that are to be completed or corrected. Determine dates for completion of the Work. O E(sttaablish.an amount to be-withheld to complete the Work. EXECUTION OF THE DOCUMENT The 13704 document should be executed in not less than triplicate by the Owner,Architect and Contractor,each of whom retains an original. 4 JJ k , AIA Document G704TM—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. � TM-'� AIADocument G704 - 2000 Certificate of Substantial Completion _.PROJECT: (Name and address) PROJECT NUMBER: OWNER❑ West Barnstable Communities CONTRACT FOR: New Construction:; :::: — -- - ARCHITECT El_ -2239�Iyannough Rd. (Rt. 132) W.' Barnstable, MA CONTRACT DATE: 4/30/2Q08 CONTRACTOR❑ r ' TO OWNER:(Name and address) TO CONTRACTOR:.,(Narae and address) r Housing Assistance Corp. The Valle Group'"`` FIELD El 460 ,W. Main St. 70 E. Falmouth Hwy. Suite 3 OTHER❑ ;Hyannis, MA f' 02601 r , E. Falmouth, MA 02536 PROJECT OR PORTION OF THE PROJECT DESIGNATED FOR PARTIAL OCCUPANCY OR USE SHALL INCLUDE: ?28 Unit Family Rerital Housing (Site 'A' ) (Map 215 / Parcels 020 & 028) :Building,G ; The Work performed under this Contract has been reviewed and found;ao the Architect's best knowledge,information and belief,to be substantially-complete. Substantial Completton isahe stage in the progress of the Work when the Work'or'designated portion is sufficiently complete in accordance with the Contract Documents so that the Owner can �t occupy or utilize the Work for its intended use The date'of Substantial Completion of the Project or portion designated above is�the date of issuance established by this Certificate,which is also the date of commercementof applicable warranties requiredby the Contract'Documents,except as stated below: � r Brown Lindquist Fenuccio & Raber Architects, Inc. /22/2009 ARCHITECT t BY Richard FenuCC10 DATE OF ISSUANCE A list of.items to be,completed or corrected is attached hereto.The failure to include any items on such list does not ' alter the responsibility.of the Contractor to complete all Work in accordance with the Contract Documents. Unless otherwise agreed to in writing,the date of commencement of warranties for items on the attached list will be the date . ' of issuance of the final Certificate of Payment or the date of final payment. Cost estimate of Work that is incomplete or defective: $ See attached non—monetized punchlist with Bldg. A Certificate ,-, The Contractor will complete or correct the Work on the list of items attached hereto within days from the above date of Substantial mple 'on. The Valle Group Z 2 ZGI!1 CONTRACTOR BY " DATE Christian;; Valle The Owner accepts the Work or designated portion as substantially complete and will assume full possession at (tcme)on (date). Housing Assistance Corp -' � OWNER BY DATE::::..::::: ::._. The responsibilities of:_the Owner and Contrac o or secu ity,mainfnan ,,heat,uhltties,damage to the Work and insurance shall be as follows: (Note: Owner's and Contractor's legal and;insurance counsel should determine and review insurance requirements and coverage.) AIA Document G704Tm-2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rightsveserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. I AIA Document G704" — 2000 Instructions Certificate of Substantial Completion -------GENERAL INFORMATION Purpose _This document was developed to establish the date of Substantial Completion for the purpose of commencement of applicable warranties and to allow the Owner to occupy or utilize the Work or designated portion thereof. ' \\11 r 1 Related Documents { This document was prepared for use under the terms of AIA Document A201,General Conditions of the Contract for Construction;and under the general conditions contained in AIA Document A107 and A105. J JJ Use of Current Docum ntsl Prior to using-any AIA,Contract Document,users should consult www.aia.org or a local AIA component to verify the most recent edition. ReprodL�io ns�/ This document is a copyrighted work and may not be reproduced or excerpted from without the express written perrtusston of the AIA.,'here is no implied permission to reproduce this document,nor does membership in The American Institute of Architects confer any further rights to reproduce this document. TheAIA�hereby grants the purchaser a limited license to reproduce a maximum of ten copies of a completed G704, but only.for use in connection with a particular project.The AIA will not permit reproduction outside of the limited license for reproduction granted above,except upon written request and receipt of written permission from the AIA. Rights to reproduce the document may vary for users of AIA software. Licensed AIA software users should consult the End User'License Agreement(EULA)N } �' To repo'copyright of AIA,Contract Documents,e-mail The American Institute of Architects'legal counsel;copyright@aia.org. COMPLETING THE G7704 FORM After the-words"Project-or Designated Portion shall include:,"insert a detailed description of the Project or portion(s)o the Project that have been accepted as being substantially complete. Determine Work to�,be completed. n n Provide�a list of items that are to be completed or corrected. UU ODetermine dates for completion of the Work. Establish an amount to be-withheld to complete the,Work. EXECUTION OF THE DOCUMENT The G764 document should be executed in not less than triplicate by the Owner,Architect and Contractor,each of whom retains an�+o i al � it �`• �... w +�� . AIA Document G704TM—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and.International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. 7111111 TMDocument G704 — 2000 Certificate of Substantial Completion _ PROJECT: (Name and address) PROJECT NUMBER: OWNER ❑ West Barnstable Communities CONTRACT FOR: New Construction',, ARCHITECT❑ 2239 Iyannough Rd. (rt. 132) " W.-Barnstable, MA`,, CONTRACT DATE: 4/30/2008 . : ......, _._. CONTRACTOR ❑ TO OWNER:(Naive and address) TO CONTRACTOR:(Nae; nd address) FIELD ❑ Housing Assistance Corp. The Valle Group°' 460 W. Main St.' 70 E. Falmouth Hwy. Suite 3 OTHER❑ Hyannis; MA 02601 �� E. Falmouth, MA 02536 PROJECT OR PORTION OF THE PROJECT DESIGNATED FOR PARTIAL OCCUPANCY OR USE SHALL INCLUDE: 28,,'Unit Family Rental Housing (Site 'A' ) (Map 215 / Parcels 020 & 028) Building IF The Work performed under this Contract has been reviewed and.found to the Architect's best knowledge,information `. and belief,to be substantially complete. Substantial Compl..et`6n,is the stage in the progress of the Work when the Work or designated portion is sufficiently complete in accordance with the Contract Documents so that the Owner can ` occupy'or utilize the Work for its intended use The;:da't&'l of Substantial Completion of the Project or portion n- designated above is the date of issuance es..tablished by this Certificate,which is also the date of commencement of t applicable warranties required.by the Contracf'Documents,except as stated below: f Brown Lindquist Fenuccio & Raber Architects; Inc. ' ':` .� 6%22/2009 ARCHITECT BY Richard Fenuccio ":: DATE OF ISSUANCE ' A list of items to be completed or corrected is attached hereto.The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents.Unless `otherwise agreed to in writing,the date of commencement of warranties for items on the attached list will be the date Hof issuance of the final Certificate of Payment or the date of final payment. Cost estimate of Work that is incomplete or defective: $ See attached non—monetized punehlist � � -- with Bldg. A Certificate --; , The Contractor will complete or correct the Work on the list of items attached hereto within days from the above date of Substantial o pleti • The Valle Group �P Z Z Zoo CONTRACTOR B iStlan :Valle DATE f The Owner accepts the Work or designated portion as substantially complete and will assume full possession at (time)oil (date). Housing Assistance OWNER BY DATE The responsibilities of the Owner and Contractor o s curity,mainten nce,heat,:utilities,damage to the Work and insurance shall be as follows: (Note: Owner's and Contractor's legal and.insurance counsel should determine and review insurance requirements and coverage.) AIA Document G704TM—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. I AIA Document. G704" — 2000 Instructions Certificate of Substantial Completion ---GENERAL INFORMATION —Purpose This document was developed to establish the date of Substantial Completion for the purpose of commencement of applicable warranties and to allow the Owner to occupy or utilize the Work or designated portion thereof. Related Documents This document was prepared for use under the terms of AIA Document A201,General Conditions of the Contract for Construction;`and under the general conditions contained in AIA Document A107 and A105. I / i Use,f Current Doctun tss Prior to usmg,any AIA Contract Document,users should consult www.aia.org or a local AIA component to verify the most recent edition. J / J Reproductions. This document is a copyrighted work and may not be reproduced or excerpted from without the express written Ipermission of the AIA.,There is no implied permission to reproduce this document,nor does membership in The American Institute of Architects confer any further rights to reproduce this document. The AIA hereby grants the purchaser a limited license to reproduce a maximum of ten copies of a completed G704, but only.for use in connection with a particular project.The AIA will not permit reproduction outside of the limited license for reeproduction,granntted above,except upon written request and receipt of written permission from the AIA. Rights to�eprodu�document may vary for users of AIA software. Licensed AIA software users should consult the End User License Agreement(EULA)._ t "� To report copyright violations of AIA.Contract Documents;e-mail The American Institute of Architects'legal coui`sel,-cjopyright@aia.org.� COMPLETING THE G7704 FORM U After th`ds"Project or Designated Portion shall include:,"insert a detailed description of the Project or portion(s)of the Pirojec[that have been'.accepted as being substantially complete. Determine Work to,be completed. n n Provide a list of items that are to be completed or corrected. UU ODetermine dates for completion of the Woik. Establis h an amount to be-withheld to complete the Work. EXECUTION OF THE DOCUMENT The G704 document should be executed in not less than triplicate,by the Owner,Architect and Contractor,each of whom retains an original: AIA Document G704TM—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. AIA Document G704 TM - 2000 Certificate of Substantial Completion _ PROJECT:(Name and address) PROJECT NUMBER: OWNER❑ West Barnstable Communities CONTRACT FOR: New Constructio ;''I ,: ' 2239- Iyannough Rd (rt. 132) " ... ARCHITECT ❑ W. Barnstable, Di \ CONTRACT DATE: 4/30/20A'8,,._ CONTRACTOR❑ TO OWNER:(Name and address) TO CONTRACTOR (Name and address) FIELD ❑ ' f ....._......:...: Housing Assistance Corp. The Valle Group ` 460 W. Main St. 70 E. Falmouth Hwy. Suite 3 OTHER❑ 4 Hyannis, MA` 02601' E. Falmouth, MA 02536 PROJECT OR PORTION OF THE PROJECT DESIGNATED FOR PARTIAL OCCUPANCY OR USE SHALL INCLUDE: 28 Unit Family Rental Housing (Site 'A' ) (Map 215 / Parcels 020 & 028) J;Building E \ The Work performed under this Contract has been reviewed andfound 'to the Architect's best knowledge,information Wand belief,to be substantially complete. Substantial Completi I.on is :ie stage in the progress of the Work when the Work or designated portion is sufficiently complete in accordance with the Contract Documents so that the Owner can .... ...... occupy or utilize the Work for its intended use.TY►e;date of Substantial Completion of the Project or portion.10"''.. . designated above is the date of issuance established by this Certificate, which is also the date of commencemerit'of '. applicable warranties required by the Contact Documents,except as stated below: i rIn t ' Brown Lindquist Fenuccio & �Raber Architects, Inc. �� ... : 1'6/`22/2009 ARCHITECT B ichard Fenuccio 'III:: DATE OF ISSUANCE A list of items to be completed or corrected is attached hereto.The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents.Unless otherwise agreed to in writing, the date of commencement of warranties for items on the attached list will be the date \of issuance of the final.Certificate of Payment or the date of final payment. Cost estimate of Work that is incomplete or defective: $ See attached non—monetized Pl=hlist i V with Bldg. A Certificate The Contractor will complete or correct the Work on the list of items a ached hereto within days from the above date of Substantial mplet n. The Valle Group In Lzaa CONTRACTOR BY ChriS.11a21.._Valle DATE The Owner accepts the Work or designated portion as substantially complete and will assume full possession at (tcme).on (date). Housing Assistance Corp. �2 2d� OWNER BY 6y DAT.E. °;i `_;:1 p ; "1`�i`SBciiY�ia t g The responsibilities of the Owner and Cont a r i ance,heat,'utilities,damage to the Work and ` F insurance shall be as follows: (Note: Owner's and Contractor's legal andinsuraiice counsel should determine and review insurance requirements and coverage.) AIA Document G704TM—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. f '= Document G7042000 Instructions AIACertificate of Substantial Completion . _A _..GENERAL INFORMATION Purpose _This document was developed to establish the date of Substantial Completion for the purpose of commencement of applicable warranties and to allow the Owner to occupy or utilize the Work or designated portion thereof. Related'[[Docume l j This document was prepared for use under the terms of AIA Document A201,General Conditions of the Contract for Construction;"and under the general conditions contained in AIA Document A107 and A105. Use of Current Documen.s� Prior to using-any AIA,Contract Document,users should consult www.aia.org or a local AIA component to verify .the most recent edition. / Y Reproductions,/ This document,is a copyrighted work and may not be reproduced or excerpted from without the express written permission of ttie AIA.There is no implied permission to reproduce this document,nor does membership in The American Institute of Architects confer any further rights to reproduce this document. The AIA herby grants the purchaser a limited license to reproduce a maximum of ten copies of a completed G704, �ficense but only.for use in connection with a particular project.The AIA will not permit reproduction outside of the limited for r/ uce�theep above,except upon written request and receipt of written permission from the AIA. Rights toeprod document may vary for users of AIA software. Licensed AIA software users should consult the End User License Agreement(EULA). 5 ` ;• �, To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel;copyright@aia.org. COMPLETING THE G704 FORM. i) After th`ds""Projector Domes g ed Portion shall include:,"insert a detailed description of the Project or portion(s)of the Piroject that have bee n accepted as being substantially complete. Determine Work to.be completed. Provide a list of items that are to Wcompleted or corrected. DD Determined`es for completion of the Work. O Establish an amount to be withheld to complete the Work., ti EXECUTION OF THE DOCUMENT The G704 document�should be executed in not less than triplicate by the Owner,Architect and Contractor,each of whom retains an rigin� AIA Document G704Tm—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. AIA ' TM Document G704 - 2000 Certificate of Substantial Completion PROJECT:(Name and address) PROJECT NUMBER: ... OWNER ❑ West'Barnstable Communities CONTRACT FOR: New Construction- %''2239%Iyannough Rd. (Rt. 132) ARCHITECT El _. W.� Barnstable, MA, CONTRACT DATE: 4/30/20Q8 CONTRACTOR❑ TO OWNER:(Name and address) TO CONTRACTOR (Name and address) FIELD ❑ Housing Assistance Corp. The Valle Gt 460 W.Main St. 70 E. Falmouth Hwy. Suite 3 OTHER❑ .Hyannis, MA ,`026011 E. Falmouth, MA 02536 PROJECT OR PORTION OF THE PROJECT DESIGNATED FOR PARTIAL OCCUPANCY OR USE SHALL INCLUDE: 28/Unit Family Rental Housing (Site W ) (Map 215 / Parecels 020 & 028) I - G Building"D `� \ The Work performed under this Contract has been reviewed and.;found,to the Architect's best knowledge,information and belief;to be substantially complete. Substantial Completion.isxhe stage in the progress of the Work when the Work'or designated portion is sufficiently complete m accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use.The dateof Substantial Completion of the Project or portion designated'above is�the date of issuance established by this Certificate,which is also the date of commencementof f applicable warranties required-by the,Contract Documents,except as stated below: : Brown Liridgtzist Fenuccio & (Rater Architects; Inc. 2/2009 ARCHITECT BY Richard Fenuccio DATE OF ISSUANCE A list of items to be completed or corrected is attached hereto.The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. Unless otherwise agreed to in writing, the date of commencement of warranties for items on the attached list will be the date ,of issuance`f the final Certificate of Payment or the date of final payment. i Cost estimate of Work that is incomplete or defective: $ See attached non—monetized punchlist with Bldg. A Certificate l The Contractor will complete or correct the Work on the list of items attached hereto within days from the above date of Substanti ompl ion. The Valle Group S Z 2 2 QO CONTRACTOR B 1St% „. Valle DATE t '':.::. .:::. ..::: P.onn An -The Owner accepts the Work or designated portion as substantially complete and will assume full possession at tcme on (date). Housing Assistance_::Corp �Z �9 DATE OWNER BY The responsibilities of the Owner and Contrac or or e urity,ma ntendnce heat utilities,damage to the Work and Y insurance shall be as follows: (Note: Owner's and Contractor's legal and ir'sura ce counsel should determine and review insurance requirements and coverage.) AIA Document G704TM—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. e x � =111- Document G704TIVI — 2000 Instructions Certificate of Substantial Completion GENERAL INFORMATION —Purpose —This document was developed to establish the date of Substantial Completion for the purpose of commencement of applicable warranties and to allow the Owner to occupy or utilize the Work or designated portion thereof. ' Related Documents This document was prepared for use under the terms of AIA Document A201,General Conditions of the Contract for Construction;rand under the general conditions contained in AIA Document A107 and A105. { Useof Current Documents Prior to using any AIX,Contract Document,users should consult www.aia.org or a local AIA component to verify the most recent edition. rA eproduc�nshis document is a copyrighted work and may not be reproduced or excerpted from without the express written ermission of the AIA.4here is no implied permission to reproduce this document,nor does membership in The merican Institute �of�Architects confer any further rights to reproduce this document. I he'AIA her by grants the purchaser a limited license to reproduce a maximum of ten copies of a completed G704, but only for use in connection with a particular project.The AIA will not permit reproduction outside of the limited license for reproduction.g anted above,except upon written request and receipt of written permission from the AIA. Rights to reproduce the document may vary for users of AIA software. Licensed AIA software users should consult the End User License Agreement(EULA)�` • • , t_`�;� To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel;copyright@aia.org.� COMPLETING THE G704 FORM After the•words"Projector Designated Portion shall include:,"insert a detailed description of the Project or portion(s)of the Project that have beenraccepted as being substantially complete. U . Determine Work to.be completed. (� (� Provide a list of items that are to be completed or corrected. UUDeterminedates for completion of the Work. ' 'r 0 Establish an amount to be withheld to complete'the Work. EXECUTION OF THE'DOCUMENT The G704 document should be executed in not less than triplicate by the Owner,Architect and Contractor,each of whom retains an original-c—- 1 . AIA Document G704TM—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. y Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. TM = = D o c u m e n t G 7 0 4 - 2 0 0 0 Certificate of Substantial Completion PROJECT:(Name and address) PROJECT NUMBER: OWNER ❑ West,Barnstable Communities 2239 Iyannough Rd. (rt. 132)CONTRACT FOR: New Constructgri: =' ARCHITECT ❑ -W.- Barnstable, MA� CONTRACT DATE: 4/30/200$` CONTRACTOR❑ TO OWNER:(Name and address) TO CONTRACTOR (Name and address) Housin Assistance IELD ❑ g, Corp.rp. The Valle Group`"` 460 W. Main St. 70 E. Falmouth Hwy. Suite 3 OTHER❑ Hyannis, MA 02601 E. Falmouth, MA 02536 PROJECT OR PORTION OF THE PROJECT DESIGNATED FOR PARTIAL OCCUPANCY OR USE SHALL INCLUDE: 28,Unit Family}Rental =Housing (Site 'A' )(Map 215 / Parcels 020 & 028) + ICBuilding C -�� The Work performed under this Contract has been reviewed and.found to the Architect's best knowledge,information /and belief,to be substantially complete. Substantial Completion 1s!ahe stage in the progress of the Work when the Work'or designated portion is sufficiently complete m or., with the Contract Documents so that the Owner can i occupy or utilize the,Work for its intended use.Thed'ate'of Substantial Completion of the Project or portion designated above is the date of issuance established by this Certificate, which is also the date of commencement°of applicable warranties required.by the Co Aract`Documents,except as stated below: Brown Lindquist Fenuccio & !Raber Architectsi-Inc. . 6/22/2009 ARCHITECT BY R1-Chard FenUCClo DATE OF ISSUANCE i A list of items to be completed or corrected is attached hereto.The failure to include any items on such list does not r alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents.Unless ` otherwise agreed to in writing, the date of commencement of warranties for items on the attached list will be the date Hof issuance of the final Certificate of Payment or the date of final payment. Cost estimate of Work that is incomplete or defective: $ See attached non-monetized punchlist with Bldg. A Certificate 'The Contractot.will complete or correct the Work on the list of items attached hereto within days from the above date of Substantiallomple4ion. Valle Group g /2Z Is o '. CONTRACTOR BY Christian :Valle DATE The Owner accepts the Work or designated portion as substantially complete and will assume full possession'at (time);on (date). _ _.. Housing Assistance Corp:. OWNER BY DATE:; .:. ... The responsibilities of_the Owner and Contra or or rt y,mam ance heat,uhltttes,damage to the Work and -- insurance shall be as follows: (Note: Owner's and Contractor's legal and;insurance counsel should determine and review insurance requirements and coverage.) AIA Document G704TM—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. AIA Document G704' — 2000 Instructions Certificate of Substantial Completion _ -GENERAL INFORMATION --Purpose —This document was developed to establish the date of Substantial Completion for the purpose of commencement of applicable warranties and to allow the Owner to occupy or utilize the Work or designated portion thereof. 1 r Related Documents This document was prepared for use under the terms of AIA Document A201,General Conditions of the Contract for Construction;Iand under the general conditions contained in AIA Document A107 and A105: I ` I Use of Cu. /I Documents Prior to using-any AIAtontract Document,users should consult www.aia.org or a local AIA component to verify the most recent edition. Reprod�c�io ns�/ ,^ ' This document`s a copyrighted work and may not be reproduced or excerpted from without the express written permission of the AIA.,There is no implied permission to reproduce this document,nor does membership in'The American Institutes of chiteccts confer any further rights to reproduce this document. Th A her by grants the purchaser a limited license to reproduce a maximum of ten copies of a completed G704, but only.for use in connection with a particular project.The AIA will not permit reproduction outside of the limited license for r/eproduction granted above,except upon written request and receipt of written permission from the AIA. Rights to roduce the documI repent may vary for users of AIA software.Licensed AIA software users should consult the End User License Agreement(EULA).'• N N, ^A 1-4 To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel;copyright@aia.or COMPLETING THE G704 FORM After the,words"Project or Designated Portion shall include:,"insert a detailed description of the Project or portion(s)s)of the Project that�av�ri accepted as being substantially complete. Determine Work to,be completed. n n Provide a list of items that are to be completed or corrected. UU QDetermine dates for completion of the Work.',.r Establish an amount to be withheld to complete the Work. EXECUTION OF TH�E'DOCUMENT The G704 document should be executed in not less than triplicate,by the Owner,Architect and Contractor,each of whom-retains-an ori ginal. \ 1 AIA Document G704Tm—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. TM AIA Document G704 - 2000 Certificate of Substantial Completion PROJECT:(Name and address) PROJECT NUMBER: OWNER ❑ West Barnstable Communities New Constructiori;,,,, 2239 Iyannough Rd. (Rt. 132)CONTRACT FOR: ARCHITECT ❑...... " W..Barnstable, MA, CONTRACT DATE: 4/30/2.gA8 ' - CONTRACTOR❑ TO OWNER:(Name and address) TO CONTRACTOR:(Name and address) FIELD ❑ Housing Assi% stance Corp. The Valle Group 460 W.Main St. 70 E. Falmouth Hwy. Suite 3 OTHER❑ Hyanni"s., MA 02601 /-, E. Falmouth, MA 02536 PROJECT OR PORTION OF THE PROJECT DESIGNATED FOR PARTIAL OCCUPANCY OR USE SHALL INCLUDE: 28 Unit Family ,Rental,Housing (Site W ) (Map 215 / Parcels 020 & 028) ;hBuilding.�B' The Work performed under this Contract has been reviewed and f 6'd- to the Architect's best knowledge, information and belief,to be substantially complete.Substantial Comple........... on.m the stage in the progress of the Work when the Work or designated portion'is sufficiently complete in accordance with the Contract Documents so that the Ownerean occupy or utilize the Work for its intended use The date of Substantial Completion of the Project or portion designated above is the date of issuance established by this Certificate,which is also the date of commencement'of applicable warranties required by the Con trac t D ocuments,except as stated below: t 1 a � :.:. Brown Lindquist Fenuccio & " Raber Architects, _Inc. 6%22/2009 ARCHITECT BY Richard Fenucclo .` DATE OF ISSUANCE A list of items to be completed or corrected is attached hereto.The failure to include any items on such list does not alter the responsibility.of the Contractor to complete all Work in accordance with the Contract Documents.Unless otherwise agreed to in writing, the date of commencement of warranties for items on the attached list will be the date >� of issuance of the final Certificate of Payment or the date of final payment. �! \Cost.estimat of Work that is incomplete or defective: $ See attached non—monetized punchlist with .Bldg. A Certificate -, -The Contractor will complete or correct the Work on the list of items tached hereto within days-from the above date of Substanti ompl 'on. cr _Tl e Valle Group Z L 206 CONTRACTOR BY ist; an .;Valle DATE l' The Owner accepts the Work or designated portion as substantially complete and will assume full possession at (date)•(to me'„on ........ .. Housing Assistance Corp: Z` OWNER BY DATE e�A The responsibilities of the Owner and Contr c or beers runty,mainte ance,heat utilities,damage to the Work and insurance shall betas follows: (Note: Owner's and Contractor's legal and r'surance counsel should determine and review insurance requirements and coverage.) AIA Document G704TM—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. NONE I;aLE BROWN LINDQUIST FENUCCIO & RABER ARca�n, T ACTS,^ INC. 16 June 2009 Oi VIS O! Tom Perry Barnstable Building Commissioner 200 Main St. Hyannis, MA 02601 RE: Submittal of Certificate of Substantial Completion West Barnstable Communities/ Site �-A_:_28=Uni-t=Fami-l-y-Rental Housing ("SAC ' Site) Dear Mr. Perry: q This letter is submitted as our final progress report required under the Controlled Construction requirements of the State Building Code. The construction-of the 28 unit seven building multi- unit housing development known as Site `A' (YMCA Site) 2239 Iyannough Rd. (Rte. 132) West Barnstable is now substantially complete. Attached please find a completed AIA Document G704 Certificate of Substantial Completion for each building. The completion of the outstanding punch list is ongoing and we would anticipate that the Valle Group will be requesting shortly the final Certificate of Occupancy related to completion of the site work. Thank you for your assistance throughout this project and please feel free to call if you have any questions. Since Poll ��jurcc��J Richard P. Fenuccio Enc. Construction Control Affidavits at Project Completion CC: Robert McKechnie, Building Inspector Christian Valle (Valle Group) Tom Howes (Valle Group) Adrienne Danner (Housing Assistance Corp.) Julie Creamer (Housing Investments, Inc.) Matt Yarmolinsky (Capital Planning & Project Implementation for Real Estate) 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 W W W.C A P E A R C H I T E C T S.C O M FAX 508-362-2828 i ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION Project Number: C-0024-07 Project Name: West Barnstable Communities (Site'A') Project Title: 28 Unit Family Rental Housing for H.A.C. —LLC, 460 W. Main St. Hyannis Project Location: Site 'A' ("YMCA Site") 2239 Iyannough Rd. (Rte. 132)W. Barnstable, MA (Map 215 Parcels 020 & 028) 002)—Building A Scope of Project: Construction of seven 4-unit wood frame (Type 5b) residential structures and Associated site work per documents dated Nov. 20, 2007 Architect: Brown Lindquist Fenuccio & Raber Architects, Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Richard P. Fenuccio Massachusetts Registration Number 7789 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes thereto, involving subject project have been prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law (M.G.L.)c. 112, §81R. For the above named project I, or a registered professional architect/engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I have reviewed and approved the quality control procedures for all code-required controlled materials. I further certify that I was present on the construction site 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 was being performed in a manner consistent with the construction documents. Pursuant to 780 CMR 116.23 1 have provided the results of structural tests and inspections to the building official and owner. I have submitted, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the building official. I hav report as to the satisfactory completion and the readiness of the project for occupancy. oQP L o Architect Richard P. Fenuccio YMAA Date Subscribed and Sworn to, before me this " une 2009 , the undersigned notary public, personally appeared Richard P. Fenuccio, provided to me g satisfactory evidence of identification, which is personal knowledge, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. 0/0 Notary Publid Alyson Konkol Date Notary Commission Expires - Notary Public Barnstable County MA My Commission Espirss.4-2-2010, - ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION Project Number: C-0024-07 Project Name: West Barnstable Communities (Site 'A') Project Title: 28 Unit Family Rental Housing for H.A.C. — LLC, 460 W. Main St. Hyannis Project Location: Site 'A' ("YMCA Site") 2239 lyannough Rd. (Rte. 132)W. Barnstable, MA (Map 215 Parcels 020& 028) 002)—Building B Scope of Project: Construction of seven 4-unit wood frame (Type 5b) residential structures and Associated site work per documents dated Nov. 20, 2007 Architect: Brown Lindquist Fenuccio & Raber Architects, Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Richard P. Fenuccio Massachusetts Registration Number 7789 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes thereto, involving subject project have been prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law (M.G.L.) c. 112, §81R. For the above named project I, or a registered professional architect/engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I have reviewed and approved the quality control procedures for all code-required controlled materials. I further certify that I was present on the construction site 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 was being performed in a manner consistent with the construction documents. Pursuant to 780 CMR 116.23 1 have provided the results of structural tests and inspections to the building official and owner. I have submitted, periodically, a progress r rt with all pertinent comments of the site visits and compliance of all pertinent items to the building official. a `` d a report as to the satisfactory completion and the readiness of the project for occupancy. ����Uu O� O No.77e9 6 /6 0, Architect Richard P. Fenu Date Subscribed and Sworn to, before me t f June 2009 , the undersigned notary public, personally appeared Richard P. Fenuccio, provided to me through satisfactory evidence of identification, which is personal knowledge, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Publid AlysonKonkol Date Notary Commission Expires Notary Pubhe Barnstable County MA J' My Commission Expires 42-2010 ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION Project Number: C-0024-07 Project Name: West Barnstable Communities (Site 'A') Project Title: 28 Unit Family Rental Housing for H.A.C. — LLC, 460 W. Main St. Hyannis Project Location: _S_ite_'A' ("YMCA Site")2239 Iyannough Rd. (Rte. 132) W. Barnstable, MA (Map 215 Parcels 020 & 028) 002)—Building C Scope of Project: Construction of seven 4-unit wood frame (Type 5b) residential structures and Associated site work per documents dated Nov. 20, 2007 Architect: Brown Lindquist Fenuccio & Raber Architects, Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Richard P. Fenuccio Massachusetts Registration Number 7789 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes thereto, involving subject project have been prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law (M.G.L.) c. 112, §81R. For the above named project I, or a registered professional architect/engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I have reviewed and approved the quality control procedures for all code-required controlled materials. I further certify that I was present on the construction site 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 was being performed in a manner consistent with the construction documents. Pursuant to 780 CMR 116.23 1 have provided the results of structural tests and inspections to the building official and owner. I have submitted, periodically, a progress report with all ertinent comments of the site visits and compliance of all pertinent items to the building official. I have su rt as to the satisfactory completion and the readiness of the project for occupancy. ,rfr�v. uaFN No.7789 6 D Architect Richard P. Fenticcio ti r A ate Subscribed and Sworn to, before me this 16th 2009 , the undersigned notary public, personally appeared Richard P. Fenuccio, provided to me'throug satisfactory evidence of identification, which is personal knowledge, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public Alyson Konkol Date Notary Commission Expires Notary Public Barnstable County MA My Commission Expires 4-2-2010 ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION Project Number: C-0024-07 Project Name: West Barnstable Communities (Site 'A') Project Title: 28 Unit Family Rental Housing for H.A.C. —LLC, 460 W. Main St. Hyannis Project Location: Site'A' ("YMCA Site") 2239 Iyannough Rd. (Rte. 132)W. Barnstable, MA (,Map 215 Parcels 020 & 028) 002)—Building D Scope of Project: Construction of seven 4-unit wood frame (Type 5b) residential structures and Associated site work per documents dated Nov. 20, 2007 Architect: Brown Lindquist Fenuccio & Raber Architects, Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Richard P. Fenuccio Massachusetts Registration Number 7789 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes thereto, involving subject project have been prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law (M.G.L.) c. 112, §81R. For the above named project I, or a registered professional architect/engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. have reviewed and approved the quality control procedures for all code-required controlled materials. I further certify that I was present on the construction site 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 was being performed in a manner consistent with the construction documents. Pursuant to 780 CMR 116.23 1 have provided the results of structural tests and inspections to the building official and owner. have submitted, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the building official. I ha report as to the satisfactory completion and the readiness of the project for occupancy. �1Q�u� U O `7789 6 Zj 6 Zog Architect Richard P. Fenuc io ' A Date Subscribed and Sworn to, before me this 1 June 2009 , the undersigned notary public, personally appeared Richard P. Fenuccio, provided to met rough satisfactory evidence of identification, which is personal knowledge, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. - � . 20'10 G Notary Public AlysonKonkol Date Notary Commission Expires Notary Public Barnstable County MA My Commission Expires 4.2-2010 r ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION Project Number: C-0024-07 Project Name: West Barnstable Communities (Site 'A') Project Title: 28 Unit Family Rental Housing for H.A.C. — LLC 460 W. Main St Hyannis Project Location: Site 'A' ("YMCA Site")2239 lyannough Rd (Rte. 132) W. Barnstable MA (Map 215 Parcels 020 & 028) 002)—Building E Scope of Project: Construction of seven 4-unit wood frame (Type 5b) residential structures and Associated site work per documents dated Nov 20 2007 Architect: Brown Lindquist Fenuccio & Raber Architects, Inc In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Richard P. Fenuccio Massachusetts Registration Number 7789 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes thereto, involving subject project have been prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law (M.G.L.)c. 112, §81R. For the above named project I, or a registered professional architect/engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I have reviewed and approved the quality control procedures for all code-required controlled materials. I further certify that I was present on the construction site 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 was being performed in a manner consistent with the construction documents. Pursuant to 780 CMR 116.23 1 have provided the results of structural tests and inspections to the building official and owner. I have submitted, periodically, a progress report ti nt comments of the site visits and compliance of all pertinent items to the building official. I have s to the satisfactory completion and the readiness of the project for occupancy. G 0 No.7789 XV YAR}K:•iP Architect Richard P. Fe uccio MA Date Subscribed and Sworn to, before me this 16th day of June 2009 , the undersigned notary public, personally appeared Richard P. Fenuccio, provided to me through satisfactory evidence of identification, which is personal knowledge, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Publi6 Alyson Konkol Date Notary Commission Expires Notary Public Barnstable County MA My Commiamon FAp res 42-2010 r ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION Project Number: C-0024-07 Project Name: West Barnstable Communities (Site 'A') Project Title: 28 Unit Family Rental Housing for H.A.C. —LLC, 460 W. Main St. Hyannis Project Location: Site 'A' ("YMCA Site")2239 Iyannough Rd. (Rte. 132)W. Barnstable, MA (Map 215 Parcels 020 & 028) 002)—Building F Scope of Project: Construction of seven 4-unit wood frame (Type 5b) residential structures and Associated site work per documents dated Nov. 20, 2007 Architect: Brown Lindquist Fenuccio & Raber Architects,Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Richard P. Fenuccio Massachusetts Registration Number 7789 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes thereto, involving subject project have been prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law (M.G.L.) c. 112, §81R. For the above named project I, or a registered professional architect/engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I have reviewed and approved the quality control procedures for a0 code-required controlled materials. I further certify that I was present on the construction site 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 was being performed in a manner consistent with the construction documents. Pursuant to 780 CMR 116.23 1 have provided the results of structural tests and inspections to the building official and owner. I have submitted, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the building official. I have eport as to the satisfactory completion and the readiness of the project for occupancy. uL � A .7789 ---, Architect Richard P. Fenu io vMA T Date Subscribed and Sworn to, before me this 1 ne 2009 , the undersigned notary public, personally appeared Richard P. Fenuccio, provided to me thr ug satisfactory evidence of identification, which is personal knowledge, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Viz. ��d ,.r • Notary Public AlysonKonkol Date Notary Commission Expires Notary Public Barnstable County MA , My.Commission Fapirss 4-2-2010 ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION Project Number: C-0024-07 Project Name: West Barnstable Communities (Site'A') Project Title: 28 Unit Family Rental Housing for H.A.C. —LLC, 460 W. Main St. Hyannis Project Location: Site 'A' ("YMCA Site")2239 Iyannough Rd. (Rte. 132)W. Barnstable, MA (Map 215 Parcels 020 & 028) 002)—Building G Scope of Project: Construction of seven 4-unit wood frame (Type 5b) residential structures and Associated site work per documents dated Nov. 20, 2007 Architect: Brown Lindquist Fenuccio & Raber Architects,Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Richard P. Fenuccio Massachusetts Registration Number 7789 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes thereto, involving subject project have been prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law (M.G.L.) c. 112, §81R. For the above named project I, or a registered professional architect/engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I have reviewed and approved the quality control procedures for all code-required controlled materials. I further certify that I was present on the construction site 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 was being performed in a manner consistent with the construction documents. Pursuant to 780 CMR 116.23 1 have provided the results of structural tests and inspections to the building official and owner. I have submitted, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the building official. I h . . a report as to the satisfactory completion and the readiness of the project for occupancy. LF�, Architec Richard P. Fenucci A, Y A Date Subscribed and Sworn to, before me this' June 2009 , the undersigned notary public, personally appeared Richard P. Fenuccio, provided to me Y rough satisfactory evidence of identification, which is personal knowledge, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Date Notary Commission Expires Alyson Konkol Notary Public Barnstable County MA My Commission Expires 4-2-2010 c it Ir c: Rr.ci t.it c r F. Ir+r_. MECHANICAL FINAL AFFIDAVIT Date: June 4, 2009 Project: Proposed Senior Housing Development West Barnstable Communities-Site "A" 2239 fyajnsough,Me 132 (Building.G- G1, G2, G3, G4) West.Barnstable,ltrfassacbrrsetts In accordance with Section 110 and 116.0 of the Massachusetts State.Building Code, I,Steven A. Karan, PE, LEED AP,.Reg.434989,being.a registered professional Engineer hereby certify that I have directly supervised the preparation of all design plans and construction administration for the above named project and that to the best of my knowledge,such plans,and the construction work meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and applicable.laws and ordinances forthe proposed use and occupancy. I further certify that l have performed the necessary professional services on the construction site to determine that tile work is in accordance with the documents submitted and approved foe the building permit. Engineers Name: Steven'A. Karan, PE, LEED AP Company Name: Building Engineering.Resources,Inc. Company Address: 28 Main Street-Notth Easlon_. t ,� State Registration No.: MA#34989 oF+tr4Ss� Telephone Number: (508)230-0260 0` srEVEN A. c IutRArr MECHANICAL. • PJp:34�&9 O Engineering Seal:&Signature On this date June 4. 2009. before me,the undersigned.Notary Public,personally appeared the above named Steven A, Karan, PE, LEED AP, proved to me through satisfactory evidence of identification, which was.personal knowled to be the persons)whose names) is signed on the preceding or attached. document in my presence,and who swore,to l at the contents of the document are truthful and accurate to the best.of his/her knowI d e. Notary Pu �oy mission Expires: April 6,2012 t U 28 Main Strect,Building 3A I North Easton,Massachusetts 013561 T 508.2:10.02601 f 508.230:0265 1 BER cr,BER-cnginecring.com B R n u t I.6 1 N E N t.1 14 Ii L It 1 N G It I`s O U It A S. I N ELECTRICAL FINAL AFFIDAVIT Date: June 4, 2009 Project: Proposed Senior Housing Development West Barnstable Contnutizities-Site "A." 2239 Iyannough, Rte 132 (Building G- G1, G2, G3, G4) West Barnstable,.JVlassach usetts In accordance with Section 1.10 and 116.0 of the Massachusetts State Building Code, 1,Marc R. Plante. PE. Reg.#38119_being.a registered professional Engineer hereby certify that l have directly supervised the preparation of all design plans and construction administration for the above named project and that to the best of my knowledge,such plans,and the construction work meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I have performed the necessary professional services on the construction site.to determine that the workis in accordance with the documents submitted and approved for the building permit. Engineers Name: Marc R. Plante;PE Company Name: Building Engineering Resources, Inca Company Address: 28 Main Street-North Easton, qt3 QF fit State Registration No.: M.A#338119 Telephone Number: (508) 230-0260 oa MAR 0 PLA T r.� Et_ C I L i GIST A Engineering Seal.&Signature On this date June 4. 2009, before me,the undersigned Notary Public,personal ly:appeared the above named Marc-R.Plante, PE. proved to me through satisfactory evidence of identification,which was perspnal knowledge to be the person(s)'whose name(s)is signed on the preceding or attached document in my presence,and who swore to me that the contents of the document are truthful and accurate to the best of t his/her knowledge. Notary Pub Commission Expires: April 6 2012 28 Main Street,Building 3A I North Easton,MassachusctN 02:3 01 T 508.230.02601 1'508.230.02651 BERr@BER-cngincering.coin B R n VILD IN<: LNGIN I:CRI-N r. Itn c,Is It ;IiS. INc. PLUMBING FINAL; AFFIDA VIT Date: June 4,2009 Project. Proposed Senior Housing Development West Barnstable Communities-Site."A" 2239 Iyannough,Rte 132 (Building G-'GI, 62, 63,,G4) West Barnstable, Mcissachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code, 1,Steven A. Karan, PE, LEER AP. Reg:43 989,being a registered professional Digiheer hereby certify that 1:have directly supervised the preparation of.all design plans and construction administration for the above named project siid that to the best of my knowledge,such plans,and the construction work meet the applicable provisions of the Massachusetts State.Building Code,,all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that 1 have performed the necessary professional.serviccs on.the construction site to determine that the work is in accordance with the documents submitted and approved for the building. permit.. Engineers Name: Steven A. Karan, PE, LEED AP Company Name: Building Engineering Resources, Inc. Company Address: 28 Main Street -North Eastoi �3N OF 4JA State'Registration No.: MA434989 �. Telephone Number: (508) 230-0260 STEVEN KARAN ; o MECHANICAL y � A Is.1 34933lQ ` Engineering Seal&.Signature On this date .tune 4.. 2009. before me;the undersigned Notary Public;personally appeared the above named Steven A.Karan, PE, LEED AP, proved to me through satisfactory evidence of identification, which was personal knowledge to be the person(s)whose name(s)is signed on the preceding or attached document in my presence,and who swore to me j t the contents of the document are truthful and accurate to the best is/her knowledge Notary Pu , ammission.Expires: . April 6.2012 28 Main Street,Building 3A I North Easton,Massachusetts 02356 I T 503.230.02601 F 508.230.02651 nI R r,I3ER-enginecring.com r B R Ruti.niwa ENCINrf ItINCI Rvsouit<.:rs. Ivc`. FIRE PROTECTION FINAL AFFIDAVIT Date June 4, 2009 Project: Proposers Senior Housing Development West Barnstable Communities-Site "A" 2239 Iyannougli,Rte.132 (Building G- GI., G2, G3,. G4) West Barnstable,Massachusetts In accordance with Section 110 and 1 1.6.0 of the Massachusetts State Building Code, 1,Steven A. Karfan, PE, LEED AP, Reg.#34989, being aregistered professional.Engineer hereby certify that I.have directly supervised the preparation of all design plans-and constriction administration for the above named project and that to the best of my knowledge,such plans,and the construction work.meet the applicable provisions of the Massachusetts State Building-Code,all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that 1 have performe'd`the necessary professional services on the construction site to determine that the work is in accordance with the documents submitted and approved for the building permit. Engineers Name:: Steven.A. Karan, PE, LEED AP Company Name: Building Engineering.Resources, Inc. Company Address: 28.Main Street-North Easton, 444,,, State Registration No.: MA434989 p�� `r�zNaFn,�gs ".Telephone Number: (508)230-0260 STEVEN A. KARAiV u h ECHANICAL —' N � sly 4 rm� Q►sJAL4�` E gineeri,g Seal&Signature On this date June 4, 2009,. before me,the undersigned Notary Public,personally appeared the.above named'Steven A. Karin.PE, LEER AP, proved to me.through satisfactory evidence of identification; which was personal knowledge to be the person(s)whose names) is signed on the preceding or attached document in my presence,and who swo to me than,fie contents of the document are truthful and accurate to the best of h' /her knowledge. T Notary Pub i . ,(� Lf. ,t l ommission Expires: April 6,2012 28 Main Street.Building 3A North Easton,Nlassachusetts 02356 IT 50S.230:02601 F 508.230.0265 1 I3t:R 1-3ER-enginecring.cnnt AIA TM Document G704 — 2000 Certificate of Substantial Completion PROJECT:(Name and address) PROJECT NUMBER: OWNER❑ West Barnstable Communities `........;;; - CONTRACT FOR: New Construction`: '.. 2239' Iyannough Rd. (Rt. 132) ARCHITECT ❑ - W. Barnstable, MA CONTRACT DATE: 4/30/200$ CONTRACTOR❑ TO OWNER:(Name and address) TO CONTRACTOR:(Nae_and address) FIELD ❑ Housing Assistance Corp. The Valle Group' 460 W. Main St. 70 E..-Falmouth Hwy. Suite 3 OTHER❑ Hyannis, MA 02601 E. Falmouth, MA 02536 PROJECT OR PORTION OF THE PROJECT DESIGNATED FOR PARTIAL OCCUPANCY OR USE SHALL INCLUDE: 28 Unit Family Rental Housing (Site 'A' ) (Map 215 / Parcels 020 & 028) Building •A, The Work performed under this'Contract has been reviewed andfound:;l to the Architect's best knowledge,information and belief,to be substantially complete.Substantial Completion is.the stage in the progress of the Work when the Work or designated portion'is sufficiently complete inaccoidance with the Contract Documents so that the Owner`can occupy or utilize the Work for its intended use.Theldate of Substantial Completion of the Project or portion,; designated above is the date of issuance established 6y this Certificate, which is also the date of commenceI of applicable warranties required.by the Con tract;Documents,except as stated below: Brown Lindquist Fenuccio & Raber Architects, Inc. �f 2009 ARCHITECT I Fenucclo DATE OF ISSUANCE A list of items to be completed or corrected is attached hereto.The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. Unless otherwise agreed to in writing, the date of commencement of warranties for items on the attached list will be the date of issuance of the final Certificate of Payment or the date of final payment. Cost estimate of Work that is incomplete or defective: $ See attached non—monetized punchlist r -The Contractor will complete or correct the Work n e list of item a ed hereto within days from the above date of Substantla Co ple ion. The Valle Group 2Z 1200 tit CONTRACTOR BY istlan ;Va a DATE The Owner accepts the Work or designated portion as substantially complete and will assume full possession at time o _ date Housing Assistance OWNER BY DATE _ M� Ge9�E.e4� The responsibilities of the Owner and Contractor for secure y,mamten lice, heat utilities,damage to the Work and insurance shall be as follows: (Note: Owner's and Contractor's legal and insurance counsel should determine and review insurance requirements and coverage.) _ AIA Document G704TM—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. A`e = =AIA Document G704 - 2000 Instructions Certificate of Substantial Completion GENERAL INFORMATION Purpose This document was developed to establish the date of Substantial Completion for the purpose of commencement of applicable plicable`warranties and to allow the Owner to occupy or utilize the Work or designated portion thereof. Related Documents This document was prepared for use under the terms of AIA Document A201,General Conditions of the Contract for Coristruction;'and under the general conditions contained in AIA Document A107 and A105. Use�Curr�nt ocu�men ' Prior to using-any AIA-Contract Document,users should consult www.aia.org or a local AIA component to verify the most recent edition. Reproductions/ This document is a copyrighted work and may not be reproduced or excerpted from without the express written permssion of the AIA.:There is no implied permission to reproduce this document,nor does membership in The American Institutes of/Archite�cts confer any further rights to reproduce this document. The AAIIA hher by grants the purchaser a limited license to reproduce a maximum of ten copies of a completed G704, but only.for use in connection with a particular project.The AIA will not permit reproduction outside of the limited 11 license for r/eproduction.granted above,except upon written request and receipt of written permission from the AIA. Rights to reproduce the document may vary for users Hof AIA_ software. Licensed AIA software users should consult the End User License Agreement(EULA). To report copyright violations of AIA.Contract Documents,e-mail The American Institute of Architects'legal un`sel; pyright@aia.org.0 COMPLETING THE G7704 FORM After the,wwoords-"Project or Designated Portion shall include:,"insert a detailed description of the Project or �tion(� s)of�the Project that�av�n accepted as being substantially complete. DetermineWork to�,be completed. Provide a list of items that are to be completed or corrected. U Determine Fdates for completion of the,Work. O Estab_lish an mount to be withheld to complete the Work. { EXECUTION OF THE'DOCUMENT The G70�doc�ument hould be executed in not less than triplicate by the Owner,Architect and Contractor,each of whom retains an original J AIA Document G704TM—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document, or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. TEN BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 15 May 2009 (Punch List Walk-Thru No:One (Building A)_ - The following list represents the initial punch list items identified by the Architect and the Clerk of the Works at Building A. This punch list applies to Building A—Interior only. Punch list items for MEP related issues and the building exterior at Building A will follow in separate punch list documents. Project: Family Housing Development/Site A West Barnstable Communities Developer: Housing Assistance Corp. Distribution: J. McCann(VG), C. Valle (VG), A. Danner(HAC), G. Gauthier (HAC) M. Yarmolinsky, J. Creamer(HII), G. Russo (Clerk) Building Interior Unit A� 1 Completed Adjust cabinet doors/drawers at Kitchen and Baths for proper alignment&operation. Remove plastic covers from smoke detectors upon completion of construction. Apply firestopping foam (trimmed neatly) around all pipe and electrical penetrations in HVAC Closet and Coat Closet. Provide door hardware (per Change Order) at front and back doors and repair weather-stripping to provide a proper seal. Provide Swanstone trim kits at bathtubs. Provide door hardware as selected for HVAC Closet/attic hatch. Install missing screws at electrical panel. Reinstall ball valve in Coat Closet such that it does not leave a gap in GWB at fire separation wall. Provide trim around sprinkler head in Coat Closet. Replace cracked light lens over sink at second floor Bath. 1 • Unit A-2 Completed Adjust cabinet doors/drawers at Kitchen and Baths for proper alignment&operation. Remove plastic covers from smoke detectors upon completion of construction. Provide door hardware (per Change Order) at front and back doors and repair weather-stripping to provide a proper seal. Provide Swanstone trim kits at bathtubs. Provide door hardware as selected for HVAC Closet/attic hatch. Provide trim around sprinkler head in Coat Closet. Install missing VCT at front corner of Linen Cloest in first Floor Bath. Clean debris(sand) from window tracks. Repair chips/damaged finish at bath tub in second floor Bath. Unit A-3 Completed Adjust cabinet doors/drawers at Kitchen and Baths for proper alignment&operation. Remove plastic covers from smoke detectors upon completion of construction. Provide door hardware (per Change Order) at front and back doors and repair weather-stripping to provide a proper seal. Provide Swanstone trim kits at bathtubs. Provide door hardware as selected for HVAC Closet/attic hatch. Tighten unions at H & C water supply for washing machine. Repair uneven plaster at lower corners of second floor Bath. Paint previous plaster patches in Coat Closet. Clean staining at jamb of window in second floor hall (at top of stairs). Unit A-4 Completed Adjust cabinet doors/drawers at Kitchen and Baths for proper alignment& operation. Remove plastic covers from smoke detectors upon completion III 2 r ' of construction. Apply firestopping foam (trimmed neatly) around all pipe and electrical penetrations in HVAC Closet and Coat Closet. Provide door hardware (per Change Order) at front and back doors and repair weather-stripping to provide a proper seal. Provide Swanstone trim kits at bathtubs. Provide door hardware as selected for HVAC Closet/attic hatch. Paint previous plaster patches in Coat Closet. Apply missing piece of vinyl base between refrigerator and range. Repair damaged wood window stool second floor Bath. Upon completion of all punch list items,please advise us so a follow-up site visit can be made to confirm acceptable results. I TACOMMERCtAL\West Barnstable Communities(HAC)\Admin\Miscellaneous\Kimber Woods Punch List Bldg A.doc 3 OMEN BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. June 3,2009 Punch List Walk-Thru No.One Buildings B,D &F) The following list represents the initial punch list items identified by the Architect and the Clerk of the Works at Buildings B,D&F. This punch list applies to Buildings B,D&F—Interior only. Punch list items for MEP related issues and the building exteriors will follow in separate punch list documents. Project: Family Housing Development/Site A West Barnstable Communities Developer: Housing Assistance Corp. Distribution: J. McCann(VG),C.Valle(VG), A.Danner(HAC),G.Gauthier(HAC) M.Yarmolinsky,J. Creamer(HU), G. Russo(Clerk) Building Interior Building B _ Unit B-1 Completed 1. Provide door stop hardware at all doors. 2. Provide door lock hardware as selected for HVAC Closet. 3. Caulk edges of Swanstone trim kit at second floor bath tub. 4. Touch up scratches/mars on Kitchen cabinets. Adjust cabinet doors so that bumpers seat against face frame. 5. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. 6. Apply firestopping foam(trimmed neatly)around all pipe and electrical penetrations in HVAC Closet and Coat Closet.Also patch any holes in GWB in these closets and touch up paint to match surrounding areas. 7. Adjust trim or patch GWB to close gap around sprinkler head in Coat Closet. 8. Check unions at washing machine connection and tighten as necessary. 9. Replace missing bulb at light fixture in Washer/Dryer Closet. 10. Remove plastic covers from smoke detectors upon completion of construction. 11. Clean up exposed insulation around attic hatch/scuttle. 12. Clean up any remaining construction debris in the Unit. 1 Unit B-2 Completed 1. Provide door stop hardware at all doors. 2. Provide door lock hardware as selected for HVAC Closet. 3. Caulk edges of Swanstone trim kit at second floor bath tub. 4. Touch up scratches/mars on Kitchen cabinets. Adjust cabinet doors so that bumpers seat against face frame. 5. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. 6. Patch any holes in GWB in HVAC Closet and Coat Closet and touch up paint to match surrounding areas. 7. Adjust trim or patch GWB to close gap around sprinkler head in Coat Closet. 8. Check unions at washing machine connection and tighten as necessary. 9. Adjust or reset door in Coat Closet as door currently binds on door frame and won't full close. 10. Paint previous patches to the GWB in the Coat Closet to match surrounding areas. 11. Provide missing operator handle to the awning window at top of the stairs. 12. Provide missing hinge pin at second floor Bath door. 13. Provide missing end cap at radiator in Living Room. 14. Remove plastic covers from smoke detectors upon completion of construction. 15. Clean up any remaining construction debris in the Unit. Unit B-3 Completed 1. Provide door stop hardware at all doors. 2. Provide door lock hardware as selected for HVAC Closet. 3. Caulk edges of Swanstone trim kit at second floor bath tub. 4. Touch up scratches/mars on Kitchen cabinets and patch holes in cabinet filler strip to match wood finish. Adjust cabinet doors so that bumpers seat against face frame. 5. Provide matching closure at end of Kitchen counter adjacent to dishwasher. 6. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. 7. Patch any holes in GWB in HVAC Closet and Coat Closet and touch up paint to match surrounding areas. 8. Adjust trim or patch GWB to close gap around sprinkler head in Coat Closet. 9. Check unions at washing machine connection and tighten as 2 necessary. 10. Remove plastic covers from smoke detectors upon completion of construction. 11. Prepare and paint ceiling around attic hatch(scuttle)where the trim paint overspray exists on the ceiling. 12. Touch up stain on the ceiling of the second floor Bedroom in the rear of the building and investigate and repair source of water leakage, if any. Unit B-4 Completed 1. Provide door stop hardware at all doors. 2. Provide door lock hardware as selected for 14VAC Closet. 3. Caulk edges of Swanstone trim kit at second floor bath tub. 4. Touch up scratches/mars on Kitchen cabinets. Adjust cabinet doors so that bumpers seat against face frame. 5. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. 6. Apply firestopping foam(trimmed neatly)around all pipe and electrical penetrations in F VAC Closet and Coat Closet. Also patch any holes in GWB in these closets and touch up paint to match surrounding areas. 7. Provide missing hinge at 14VAC closet door and missing hinge screws at other hinges at closet doors. 8. Complete wood box enclosure in Coat Closet. 9. Check unions at washing machine connection and tighten as necessary. 10. Prepare and paint ceiling around attic hatch(scuttle)where the trim paint overspray exists on the ceiling. Building D Unit D-1 Completed 1. Provide door stop hardware at all doors. 2. Provide door lock hardware as selected for HVAC Closet. 3. Caulk edges of Swanstone trim kit at second floor bath tub. 4. Touch up scratches/mars on Kitchen cabinets. Adjust cabinet doors so that bumpers seat against face frame. 5. Provide missing backsplash at end of Kitchen counter adjacent to dishwasher. 6. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color: 7. Provide windows blinds at all windows in this unit. 8. Apply firestopping foam(trimmed neatly)around all pipe and electrical penetrations in 14VAC Closet and Coat Closet.Also 3 patch any holes in GWB in these closets and touch up paint to match surrounding areas. 9. Provide missing clothes hanging rod and wire shelf in Coat Closet. 10. Check unions at washing machine connection and tighten as necessary. 11. Prepare and paint ceiling around attic hatch(scuttle)where the trim paint overspray exists on the ceiling. Unit D-2 Completed 1. Provide door stop hardware at all doors. 2. Provide door lock hardware as selected for HVAC Closet. 3. Caulk edges of Swanstone trim kit at second floor bath tub. 4. Touch up scratches/mars on Kitchen cabinets. Adjust cabinet doors so that bumpers seat against face frame. 5. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. 6. Patch any holes in GWB in HVAC Closet and Coat Closet and touch up paint to match surrounding areas. 7. Re-secure the loose vinyl base in the first floor Coat Closet. 8. Provide windows blinds at all windows in this unit. 9. Adjust Coat Closet door that is binding at bottom corner. 10. Remove plastic covers from smoke detectors upon completion of construction. 11. Prepare and paint ceiling around attic hatch(scuttle)where the trim paint overspray exists on the ceiling. 12. Provide missing panel at attic hatch(scuttle) in first floor Bedroom closet. 13. Trim the exposed wood shim flush with the cabinet at the first floor Bathroom vanity. Unit D-3 Completed 1. Provide door stop hardware at all doors. 2. Provide door lock hardware as selected for HVAC Closet. 3. Caulk edges of Swanstone trim kit at second floor bath tub. 4. Touch up scratches/mars on Kitchen cabinets. Adjust cabinet doors so that bumpers seat against face frame. 5. Provide missing backsplash at end of Kitchen counter adjacent to dishwasher. 6. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. 7. Patch any holes in GWB in HVAC Closet and Coat Closet and touch up paint to match surrounding areas. 4 8. Adjust trim or patch GWB to close gap around sprinkler head in Coat Closet. 9. Provide windows blinds at all windows in this unit. 10. Provide missing knobs at doors to washer/dryer closet. 11. Provide missing panel at attic hatch(scuttle) in first floor Bedroom closet. 12. Touch up paint at previous plaster patches in first floor Bedroom closet. 13. Repair chips/damaged fmish at shower in first floor Bath. 14. Repair light fixture over stairs that currently doesn't light. Unit D-4 Completed 1. Provide door stop hardware at all doors. 2. Provide door lock hardware as selected for F VAC Closet. 3. Caulk edges of Swanstone trim kit at second floor bath tub. 4. Touch up scratches/mars on Kitchen cabinets. Adjust cabinet doors so that bumpers seat against face frame. 5. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. 6. Apply firestopping foam(trimmed neatly)around all pipe and electrical penetrations in 1 VAC Closet and Coat Closet.Also patch any holes in GWB in these closets and touch up paint to match surrounding areas. 7. Complete wood box enclosure in Coat Closet. 8. Adjust trim or patch GWB to close gap around sprinkler head in Coat Closet. 9. Check unions at washing machine connection and tighten as necessary. 10. Provide windows blinds at all windows in this unit. 11. Prepare and paint ceiling around attic hatch(scuttle)where the trim paint overspray exists on the ceiling. 12. Provide missing clothes hanging rod and wire shelf in Coat Closet. 13. Provide missing handle at shower mixing valve in second floor Bath. Building F i Unit F-1 Completed 1. Provide door stop hardware at all doors. 2. Provide door lock hardware as selected for I VAC Closet. 3. Caulk edges of Swanstone trim kit at second floor bath tub. T- 5 r - 4. Touch up scratches/mars on Kitchen cabinets. Adjust cabinet doors so that bumpers seat against face frame. 5. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. 6. Apply firestopping foam(trimmed neatly)around all pipe and electrical penetrations in HVAC Closet and Coat Closet. Also patch any holes in GWB in these closets and touch up paint to match surrounding areas. 7. Repair light fixture over stairs that currently doesn't light. 8. Adjust blinds to eliminate deflection. 9. Repair damaged GWB in Washer/Dryer Closet. 10. Reset/refasten loose electrical outlet in Washer/Dryer Closet. Unit F-2 Completed 1. Provide door stop hardware at all doors. 2. Provide door lock hardware as selected for HVAC Closet. 3. Caulk edges of Swanstone trim kit at second floor bath tub. 4. Touch up scratches/mars on Kitchen cabinets. Adjust cabinet doors so that bumpers seat against face frame. 5. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. 6. Patch any holes in GWB in HVAC Closet and Coat Closet and touch up paint to match surrounding areas. 7. Adjust blinds to eliminate deflection. 8. Provide missing end cap at radiator in first floor Bedroom. 9. Provide properly sized drop-in panel at attic hatch(scuttle) in first floor Bedroom closet. Existing panel is too small leaving a gap on one side. 10. Paint previous patches to the GWB in the Kitchen(behind refrigerator)to match surrounding areas. Unit F-3 Completed 1. Provide door stop hardware at all doors. 2. Provide door lock hardware as selected for HVAC Closet. 3. Caulk edges of Swanstone trim kit at second floor bath tub. 4. Adjust cabinet doors/drawers at Kitchen and Baths for proper alignment&operation. Adjust cabinet doors so that bumpers seat against face frame. 5. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. 6. Touch up scratches/mars on Kitchen cabinets. 7. Patch any holes in GWB in HVAC Closet and Coat Closet and touch up paint to match surrounding areas. 6 8. Remove plastic covers from smoke detectors upon completion of construction. 9. Clean up any remaining construction debris in the Unit. 10. Prepare and paint ceiling around attic hatch(scuttle)where the trim paint overspray.exists on the ceiling. 11. Replace missing bulb at light within range hood and reinstall related parts. Unit F-4 Completed, 1. Provide door stop hardware at all doors. 2. Provide door lock hardware as selected for 14VAC Closet. 3. Caulk edges of Swanstone trim kit at second floor bath tub. 4. Adjust cabinet doors/drawers at Kitchen and Baths for proper alignment&operation. Adjust cabinet doors so that bumpers seat against face frame: 5. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. 6. Apply firestopping foam(trimmed neatly)around all pipe and electrical penetrations in HVAC Closet and Coat Closet. Also patch any holes in GWB in these closets and touch up paint to match surrounding areas. 7. Complete wood box enclosure in Coat Closet. 8. Ensure that the media panel in Coat Closet is properly fastened and cover is properly attached. 9. Adjust blinds to eliminate deflection. 10. Prepare and paint ceiling around attic hatch(scuttle)where the trim paint overspray exists on the ceiling. 11. Clean fingerprints on first floor walls adjacent to Stairs. 12. Clean mastic on wall adjacent to back door in Kitchen. 13. Adjust fan motor to eliminate noise at Kitchen fan hood. 14. Clean up any remaining construction debris in the Unit. 15. Replace broken glass at window at the top of the stairs and reinstall screen. 16. Repair weather-stripping at front entry door to provide a proper seal and prevent door from binding. Upon completion of all punch list items,please advise us so a follow-up site visit can be made to confirm acceptable results. T:\COMMERCIAL\West Barnstable Communities(RAC)\Admin\Miscellaneous\Kimber Woods Punch List Bldgs B,D&F.doc 7 NONE BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. June 10,2009 Punch List Walk-Thru No.One Buildings C,E&G) ' The following list represents the initial punch list items identified by the Architect'and the Clerk of the Works at Buildings C,E&G. This punch list applies to Buildings C,E&G—Interior only. Punch list items for MEP related issues and the building exteriors will be sent in separate punch list documents. Project: Family Housing Development/Site A West Barnstable Communities Developer: Housing Assistance Corp. Distribution: J.McCann(VG),C.Valle(VG),A.Danner(HAC), G.Gauthier(HAC) M.Yarmolinsky,J. Creamer(HII),G.Russo(Clerk) Building Interior Building C Unit C-1 Completed Properly attach loose face plate at front door lockset. Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding. Provide door stop hardware at all doors. Provide door lock hardware as selected for HVAC Closet. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. Adjust Kitchen and Bath cabinet doors so that bumpers seat properly against face frame. Check unions at washing machine connection and tighten as necessary. Complete installation of wood box enclosure in front Coat Closet. Patch any holes and fill gaps around penetrations through GWB in HVAC Closet and Coat Closet and touch up paint to match surrounding areas. Adjust medicine cabinet door at second floor Bathroom—door is currently not plumb/level. Adjust trim to close gap around sprinkler head in kitchen. 1 Unit C-2 Completed Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding: Provide door stop hardware at all doors. Provide door lock hardware as selected for HVAC Closet. Adjust counter at Kitchen and second floor Bath so that backsplash fits tight against wall—large gaps currently exist. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. Adjust Kitchen and Bath cabinet doors so that bumpers seat properly against face frame. Provide"base"filler strip to fill space between dishwasher and adjacent wing wall—existing filler strip leaves a void at toe-kick along bottom. Provide missing vinyl base at first floor Bath between bathroom door and washer/dryer closet door. Check unions at washing machine connection and tighten as necessary. Complete installation of wood box enclosure in front Coat Closet. Patch any holes and fill gaps around penetrations through GWB in HVAC Closet and Coat Closet and touch up paint to match surrounding areas. Prepare and paint ceiling around attic hatch(scuttle)where the trim paint overspray exists on the ceiling. Unit C-3 Completed Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding. Provide door stop hardware at all doors. Provide door lock hardware as selected for HVAC Closet. Adjust wall cabinet position at Kitchen to align tops of cabinets on each side of sink. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. Provide missing backsplash at side of second floor Bath counter adjacent to linen closet. Adjust Kitchen and Bath cabinet doors so that bumpers seat properly against face frame. Complete installation of wood box enclosure in front Coat Closet. Prepare and paint ceiling around attic hatch(scuttle)where the trim paint overspray exists on the ceiling. Adjust second floor Linen Closet door that is binding at bottom comer. Repair chipped/damaged finish at bathtub in second floor Bath. 2 Touch-up wall paint beside second floor Bath vanity. I Properly attached face plate at washing machine connection and check and tighten unions as necessary. Unit C Completed Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding. Provide door stop hardware at all doors. Provide door lock hardware as selected for HVAC Closet. Patch any holes and fill gaps around penetrations through GWB in HVAC Closet and Coat Closet and touch up paint to match surrounding areas. Replace side backsplash at second floor Bath—existing backsplash piece is improperly fitted to adjacent surfaces(large gap exists). Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. Adjust Kitchen and Bath cabinet doors so that bumpers seat properly against face frame. Provide missing vinyl base at first floor Bath between bathroom door and washer/dryer closet door. Adjust cabinet doors/drawers at Kitchen for proper alignment& operation. Check unions at washing machine connection and tighten as necessary. Complete installation of wood box enclosure in front Coat Closet. Provide missing dummy knobs at HVAC closet doors Adjust blinds to eliminate deflection at windows in second floor front Bedroom. Bldg C Basement(Tenant Storage Area) Completed Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding. Provide missing hinge screws at entry doors to Basement. Provide door stop hardware at all doors. Provide interior casing at all doors and windows in Basement. Provide missing window sash at window at South end of Basement. Patch holes in GWB ceiling and paint to match surrounding areas. Provide mechanical locking sleeve or approved equal around water service entry. Properly set delays at occupancy sensors in Basement/Tenant Storage Areas to keep lights on while occupied. 3 i Building E Unit E-1 Completed Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding. Provide door stop hardware at all doors. Provide door lock hardware as selected for HVAC Closet. Adjust backsplash at second floor Bath vanity to reduce gaps between backsplash and wall Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. Adjust Kitchen and Bath cabinet doors so that bumpers seat properly against face frame. Check unions at washing machine connection and tighten as necessary. Complete installation of wood box enclosure in front Coat Closet. Repair vinyl transition strip between VCT&Carpet at Front Entry— existing strip is loose. Replace cracked VCT at entry to second floor Bath. Provide missing vinyl base at second floor Bath. Complete cleanup of construction debris throughout Unit and wax application to VCT flooring Unit E-2 Completed Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding. Provide door stop hardware at all doors. Provide door lock hardware as selected for HVAC Closet. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. Adjust Kitchen and Bath cabinet doors so that bumpers seat properly against face frame. Check unions at washing machine connection and tighten as necessary. Complete installation of wood box enclosure in front Coat Closet. Complete cleanup of construction debris throughout Unit and wax application to VCT flooring . Replace wood base trim at end of half wall at top of stairs—gap exists between bottom of base trim and carpet. 4 Unit E-3 Completed Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding. Provide door stop hardware at all doors. Provide door lock hardware as selected for HVAC Closet. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. Adjust Kitchen and Bath cabinet doors so that bumpers seat properly against face frame. Level dishwasher in opening and provide"base"Her strip to fill space between dishwasher and adjacent wing wall. Check unions at washing machine connection and tighten as necessary. Complete installation of wood box enclosure in front Coat Closet. Patch any holes and fill gaps around penetrations through GWB in HVAC Closet and Coat Closet and touch up paint to match surrounding areas. Prepare and paint ceiling around attic hatch(scuttle)where the trim paint overspray exists on the ceiling. Touch-up paint adjacent to second floor Bath where adhesive from Swanstone trim kit is visible on wall. Oil squeaky door hinges at second floor Linen Closet. Provide missing hinge screws at door to second floor front Bedroom. Unit E-4 Completed Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding. Provide door stop hardware at all doors. Provide door lock hardware as selected for HVAC Closet. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. Adjust Kitchen and Bath cabinet doors so that bumpers seat properly against face frame. Check unions at washing machine connection and tighten as necessary. Complete installation of wood box enclosure in front Coat Closet. Touch-up stained casing at exterior door in Kitchen(bottom comer). Provide missing vinyl base at Kitchen between Powder Room door and cased opening. Prepare and paint ceiling around attic hatch(scuttle)where the trim paint overspray exists on the ceiling. I' 5 Building G Unit G-1 Completed Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding. Provide door stop hardware at all doors. Provide door lock hardware as selected for HVAC Closet. Patch any holes and fill gaps around penetrations through GWB in HVAC Closet and Coat Closet and touch up paint to match surrounding areas. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. Provide matching closure at open end of Kitchen counter adjacent to dishwasher. Level dishwasher in opening and provide"base"filler strip to fill space between dishwasher and adjacent wing wall. Adjust Kitchen and Bath cabinet doors so that bumpers seat properly against face frame. Check unions at washing machine connection and tighten as necessary. Complete installation of wood box enclosure in front Coat Closet. Provide Swanstone trim kit at second floor bathtub. Unit G-I in use as temporary Field Office at time of Punch List walk-through. Complete cleanup of construction debris throughout Unit and wax application to VCT flooring. Unit G-2 Completed Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding. Provide door stop hardware at all doors. Provide door lock hardware as selected for HVAC Closet. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. Adjust Kitchen and Bath cabinet doors so that bumpers seat properly against face frame. Level dishwasher in opening and provide"base"filler strip to fill space between dishwasher and adjacent wing wall. • Check unions at washing machine connection and tighten as necessary. Complete installation of wood box enclosure in front Coat Closet. Complete cleanup of construction debris throughout Unit and wax application to VCT flooring. 6 i Unit G-3 Completed Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding. Touch-up GWB patches adjacent to front door. Provide door stop hardware at all doors. Provide door lock hardware as selected for HVAC Closet. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. Adjust Kitchen and Bath cabinet doors so that bumpers seat properly against face frame. Install light lens at first floor Bath. Check unions at washing machine connection and tighten as necessary. Complete installation of wood box enclosure in front Coat Closet. Provide missing window blinds at second floor rear Bedroom. Provide Swanstone trim kit at second floor bathtub. Complete cleanup of construction debris throughout Unit and wax. application to VCT flooring. Unit G-4 Completed Repair weather-stripping at exterior doors to provide a proper seal and prevent doors from binding. Provide door stop hardware at all doors. Provide door lock hardware as selected for HVAC Closet. Caulk any gaps between Kitchen and Bathroom backsplash and wall with a sealant matching wall paint color. Adjust Kitchen and Bath cabinet doors so that bumpers seat properly against face frame. Check unions at washing machine connection and tighten as necessary. Complete installation of wood box enclosure in front Coat Closet. Provide missing door handle at second floor Bath and second floor rear Bedroom. Provide Swanstone trim kit at second floor bathtub. Remove paint splatter from first floor Powder Room vanity cabinet. Complete cleanup of construction debris throughout Unit and wax application to VCT flooring. . Upon completion of all punch list items,please advise us so a follow-up site.visit can be made to confirm acceptable results. T:\COWYIERCIAL\West Barnstable Communities(HAC)4ldmin\Miscellaneous\Kimber woods Punch list Btdgs C,E&G.doc 7 'r BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. June 11,2009 Punch.List Walk-Thru No.One(Exteriors of All Buildings) The following list represents the initial punch list items identified by the Architect and the Clerk of the Works at the exterior of all Buildings. This punch list applies only to the building Exteriors. Punch list items for MEP related issues and the building interiors have been sent in separate punch list documents. steve Project: Family Housing Development/Site A West Barnstable Communities Developer: Housing Assistance Corp. Distribution: J.McCann(VG),C. Valle(VG),A. Danner(HAC), G.Gauthier(HAC) M.Yarmolinsky,J. Creamer(HE),G.Russo(Clerk) Building Exterior Building A Cut,remove and dispose of loose sill seal material hanging below bottom of siding. Touch-up paint at various scratched or otherwise damaged door jambs. Fill gaps(at foundation level)between exterior wall and fire alarm control panel shed. Remove wood forms at concrete steps to rear decks. Repair crack at Unit A-3 covered porch slab. Complete Site and Landscape work behind Building A. Provide weatherproof cap at open Cable TV conduit. Provide screens at all sidewall vent caps per HVAC drawings and specs. Clean-up any remaining construction debris and tools/equipment. Building B Properly install and attach wood steps at rear decks. Provide downspouts as shown on drawings—downspouts are missing in isolated locations. 1 ti Trim downspouts to length and reattach elbow where downspouts extend below grade and are intended to drain to the surface. Cap unused entry pipes in below grade roof drainage system. Provide weatherproof cap at open Cable TV conduit. Provide screens at all sidewall vent caps per HVAC drawings and specs. Clean-up any remaining construction debris and tools/equipment. Building C Correct conditions causing water to run behind gutters and drip to ground. Touch-up paint at various scratched or otherwise damaged door jambs and corner boards in back of building. Provide P.T.cross bracing on decks as indicated on drawings and Sk's. Reset-or-cut and remove lifted erosion mesh at landscaping adjacent to Building C. Existing lifted mesh represents a trip hazard. Provide weatherproof cap at open Cable TV conduit. Provide screens at all sidewall vent caps per HVAC drawings and specs. Clean-up any remaining construction debris and tools/equipment. Building D Re-secure loose trim at gable vents. Seal gap between PVC trim board and shingle siding at covered porch on left side of Bldg. Touch up scratches/scrapes on header at covered porch,Units D-3 &D-4. Provide weatherproof cap at open Cable TV conduit. Provide screens at all sidewall vent caps per HVAC drawings and specs. Clean-up any remaining construction debris and tools/equipment. . 2 { • Building E Re-secure loose trim at gable vents. Repair shifted joint in frieze board at front/center of building. Locate entry pipe in below grade roof drainage system and attach downspout from porch roof at Unit E-1 Properly install and attach wood steps at rear decks. Provide weatherproof cap at open Cable TV conduit. Provide screens at all sidewall vent caps per HVAC drawings and specs. Clean-up any remaining construction debris and tools/equipment. Building F Re-secure loose trim at gable vents. Provide weatherproof cap at open Cable TV conduit. Provide screens at all sidewall vent caps per HVAC drawings and specs. Clean-up any remaining construction debris and tools/equipment. Building G Provide missing Ix trim(corner board extension)where Unit G-1 and G-4 porch roofs meet building side walls. Replace cracked/loose shingle on right side elevation adjacent to covered porch. Provide screens at all sidewall vent caps per HVAC drawings and specs. Provide weatherproof cap at open Cable TV conduit. Clean-up any remaining construction debris and tools/equipment. 3 • Booster Pump House Provide kick board trim below door. Provide apartment identification tags at all mailbox doors. Provide weatherproof cap at open conduit. Complete installation of ventilation system(damper, etc.). Clean-up construction debris inside Booster Pump House. Upon completion of all punch list items,please advise us so a follow-up site visit can be made to confirm acceptable results. TACOMMERCIAL\West Barnstable Communities(HAC)\Admin\Miscellaneous\Kimber Woods Punch List Exterior of all Bldgs.doc . 4 ,4 B R BUILDING ENGINeERINC RESOURCES, INC. SITE VISIT REPORT DATE OF REPORT: June 5, 2009 RE: West Barnstable Family Housing West Barnstable,MA PERFORMED ON: June 4, 2009 PERFORMED BY: Thomas Wiltshire—HVAC Steven R. Berthelette, LC—Electrical Chris Perrotta—Plumbing/Fire Protection HVAC: Unit A2: Upstairs Bathroom: Scratches on fin-tube cover. Boiler needs to be programmed. Unit A3: Living Room: Drips of wall paint on fm-tube cover. Unit B-2: Living Room: Missing fin-tube end cap cover. Unit C-1: Living Room: Bent cover connection at center of fin-tube run. Unit C-2: Boiler cover has been removed and boiler is off. Unit C-4: First Floor Bathroom: Fin-tube end cap not installed properly. Unit D-2: Remove plastic and tape from boiler vent piping. Unit D-3: First Floor Bathroom: Fin-tube end cap not installed properly and adjustable vent plate is bent. Unit E-1: Upstairs Common Area: Fin-tube end cap cover missing. 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineering.com h ` West Barnstable Family Housing—West Barnstable,MA June 5,2009 Site Visit(06.04.09 Visit)—Page 2 Unit E-2: Living Room: Fin-tube connection piece is missing. Remove tape from boiler intake piping. First Floor Bathroom: Fin-tube end cap not installed properly. Upstairs Bathroom: Fin-tube end cap missing. Upstairs Bach Bedroom: Fin-tube end cap missing. Upstairs Front Bedroom: Fin-tube end cap missing. Unit F-1: Living Room: Scratches on fin-tube cover. Unit F-3: First Floor Bedroom: Remove blue tape from fin-tube cover. Unit F-4: Boiler Closet: Missing insulation above control valve. Possible leak above control valve in boiler closet, visible plaster damage. Unit G-2: Living Room: Fin-tube connection piece is missing. Unit G-4: Living Room: Fin-tube connection piece is missing. Upstairs Back Bedroom: Fin-tube end cap cover is missing. Upstairs Front Bedroom: Fin-tube end cap is not installed properly. ELECTRICAL: General: 1. All bathroom fan timeclocks to be programmed for correct time of day and hours of operation. 2. Provide copies of all Approvals from Inspectional Authorities. 3. Provide As-built Drawings and Owner's Manuals per Specifications. Building A• Unit 1: Rear exterior light fixture not operating at back door. Unit 2: Lamp not installed in exterior fixture at back door. Unit 3: Lamp not installed in exterior fixture at back door. Unit 4: Lamp not installed in exterior fixture at back door. One lamp not operating in fixture in Laundry Closet. Cable TV and telephone lines not terminated at-service cabinet on building exterior. 28 Main Street,Building 3A North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER n,BER-eneineerine.com CADocurnents and Settings\rfenuccio\Local Settings\Temporary Internet Files\Content.IE5\6JYLAZOX\Kimber Woods Punch List BER.doc West Barnstable Family Housing—West Barnstable,MA June 5,2009 Site Visit(06.04.09 Visit)—Page 3 Buildinjz B: Cable TV and telephone wires not terminated at service cabinet on building exterior. Unit 1: Light fixture not operating at front exterior door or rear door. Building C• Unit 2: Light fixture at kitchen sink. Unit 3: One lamp not operating in second floor bathroom light over mirror. Unit 4: Three-way switching for kitchen light fixture not properly wired. Light fixture on exterior at rear door not operating. General: Electrical wiring hanging unternunated under meter cabinet. Telephone service cable not terminated in service cabinet. Ground wire not terminated at telephone service panel. Exterior pole light fixtures do not have lamps installed. Three exterior pole light fixtures have water in them. Replace gasketing. Exterior service cabinet adjacent to emergency generator not installed. Emergency feeder from generator and normal feeder from Panel"H"not installed. Building D: Telephone and Cable TV wiring not terminated in service cabinet. Building E: Telephone and Cable TV service wiring not terminated in service cabinet. Unit 1: Lamp not operating in exterior fixture at rear door. Device plate not installed on switches in second floor bathroom. Buzzing noise emanating from second floor floodlight. Unit 2: Fan/light unit in second floor bath too noisy and requires replacement. Unit 4: Cover to sprinkler flow switch wiring compartment not installed. Building F• Unit 1: Three-way switching in stair not wired correctly. Unit 4: Night light lamp not operating in first floor bathroom. Telephone and Cable TV wiring not terminated at service cabinet. 28 Main Street,Building 3A I North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@J3ER-enizineering.com CADocuments and Settings\rfenuccio\L,ocal Settings\Temporary Internet Files\Content.IE5\6JYLAZOX\Kimber Woods Punch List BER.doc C West Barnstable Family Housing—West Barnstable,MA June 5,2009 Site Visit(06.04.09 Visit)—Page 4 Building G• Telephone and Cable TV wiring not terminated at service cabinet. Unit 2: One lamp not operating in second floor bath in fixture over mirror. Unit 3: Lamps not installed in fixture in laundry closet. Unit 4: Exterior fixture at front and rear doors not operating. Lamps not installed in fixture in laundry closet. PLUNMING: Unit Al: Caulk all sinks at backsplash. What is drain valve in front closet for? Hot water temperature to be set properly Unit A2: Adjust water heater(boiler not programmed). Repair tub; enamel chipped at faucet. Unit A3: Temperature is low on hot water. Unit C4: Second Floor, Front Bedroom: Bent faceplate on sprinkler, adjust second sprinkler. Unit D1: What is drain valve in front closet for? Unit D4: Second Floor: Shower/tub knob missing. Unit E1: First Floor, Large Bath: Bathroom sink not installed. Second Floor: Was unable to run tub. Unit E2: Escutcheon in water heater closet missing handle. Adjust all equipment at handicapped shower. Second Floor: No Sink. Unit F2: First Floor: Adjust shower valve;too tight. 28 Main Street,Building 3A North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 BER(@.BER-engineerinp.com C Documents and Settings\rfenuccio\L,ocal Settings\Temporary Internet Files\Content.IE5\6JYLAZOMKimber Woods Punch List BER.doc BTTILDING PERMIT SUBMISSION LOG 0 PROJECT: West Barnstable Communities `e- Site `A' /Twenty-Eight Unit Family Housing Development Site"B' /Twelve Unit Senior Housing DevelopmentAD Submittal Item Applicable to Provided By Department Receiving Date Submitted Date Approved / Site `A' or `B' Submittal Status Building Permit Site `A' Valle Group Building Dept. T.B.D. Applications Building Permit Site `B' Valle Group Building Dept. T.B.D. Applications 1 Full Size & 1 Set of Site `A' BLF&R Architects to Valle Building Dept. T.B.D. 11 x 17 Stamped Set of Group Construction Documents 1 Full Size & 1 Set of Site `B' BLF&R Architects to Valle Building Dept. T.B.D. 11 x 17 Stamped Set of Group Construction Documents 1 Completed RES-Check Site `A' BLF&R Architects to Valle Building Dept: T.B.D. Energy Worksheet Group (Site `A') 1 Completed RES-Check Site `B' BLF&R Architects to Valle Building Dept. T.B.D. Energy Worksheet Group (Site `B') BUILDING PERMIT SUBMISSION LOG PROJECT: West Barnstable Communities Site `A' /Twenty-Eight Unit Family Housing Development Site `B' /Twelve Unit Senior Housing Development Submittal Item Applicable to Provided By Department Receiving Date Submitted Date Approved / Site `A' or `B' Submittal Status Stamped& Signed Site `A' BLF&R Architects to Valle Building Dept. T.B.D. Construction Control Group Affidavits Stamped& Signed Site `B' BLF&R Architects to Valle Building Dept. T.B.D. Construction Control Group Affidavits Fire Suppression System/ Site `A' BLF&R Architects to Valle ? WBFD T.B.D. Hydraulic Calculations Group Fire Suppression System/ Site `B' BLF&R Architects to Valle ? WBFD T.B.D. Hydraulic Calculations Group Exterior Site Lighting Site `A' BLF&R Architects Growth Management T.B.D. Plans &Fixture Cuts Division(?) Exterior Site Lighting Site `B' BLF&R Architects Growth Management T.B.D. Plans & Fixture Cuts Division(?) i BJADING PERMIT SUBMISSION LOG PROJECT: West Barnstable Communities Site `A' /Twenty-Eight Unit Family Housing Development Site `B' /Twelve Unit Senior Housing-Development Submittal Item Applicable to Provided By Department Receiving Date Submitted Date Approved/ Site `A"or `B' Submittal Status Landscape Design Site `A' BLF&R Architects Growth Management Drawings Division (?) Landscape Design Site `B' BLF&R Architects Growth Management Drawings Division(?) 1 Set of Site/Wastewater Site `A' Horsley Witten Health Department 11/26/07 Disposal System Drawings 1 Set of Site/Wastewater Site `B' Horsley Witten Health Department l l/26/07 Disposal System Drawings O &M Plan for Site `A' Horsley Witten ro MapNement/ Wastewater Disposal r System l O &M Plan for. Site `B' Horsley Witten Health Department Wastewater Disposal System J BUILDING PERMIT SUBMISSION LOG PROJECT: West Barnstable Communities Site `A' /Twenty-Eight Unit Family Housing Development Site `B' /Twelve Unit Senior Housing Development Submittal Item Applicable to Provided By Department Receiving Date Submitted Date Approved/ Site `A' or `B' Submittal Status On-Site Water Well Site `A' Horsley Witten Growth Management Installed& Water Quality Division(?) Test Completed On-Site Water Well Site `B' Horsley Witten Growth Management Installed & Water Quality Division(?) Test Completed Lease Between Town of Site `A' Town of Barnstable.& Growth Management Barnstable and HAC HAC Division Lease Between Town of Site `B' Town of Barnstable & Growth Management Barnstable and HAC HAC Division. Z.B.A. Comprehensive Site `A' HAC Growth Management Permit Final Decision Division(?) Recorded Z.B.A. Comprehensive Site `B' HAC Growth Management Permit Final Decision Division (?) Recorded BUILDING PERMIT SUBMISSION LOG PROJECT: West Barnstable Communities Site `A' /Twenty-Eight Unit Family Housing Development Site `B' /Twelve Unit Senior Housing Development Submittal Item Applicable to Provided By Department Receiving Date Submitted Date Approved / Site `A' or `B' Submittal Status Fire Hydrant Locations Site `A' Horsley Witten West Barnstable Fire Approved Department (Date? Letter?) Fire Hydrant Locations Site `B' Horsley Witten West Barnstable Fire Approved Department (Date? Letter?) I Development Signage Site `A' HAC or Valle Group Building Dept. T.B.D. Sign Contractor i i Development Signage Site `B' HAC or Valle Group Building Dept. T.B.D. Sign Contractor Route 149 Public Site `B' Valle Group D.P.W. "Right-of-Way" Work (Permit?) Sprinkler Systems Site `A' BLF&R Architects to Building Dept. Provided Valle Group Sprinkler Systems Site `B' BLF&R Architects to Building Dept. Provided Valle Group t BUILDING PERMIT SUBMISSION LOG PROJECT: West Barnstable Communities Site `A' /Twenty-Eight Unit Family Housing Development Site `B' /Twelve Unit Senior Housing Development Submittal Item Applicable to Provided By Department Receiving Date Submitted Date Approved/ Site `A' or `B' Submittal Status Regulatory Agreement Site `A' HAC to Town of Growth Management Barnstable Division Regulatory Agreement Site `B' HAC to Town of Growth Management Barnstable Division Site Development Plan Site `A' Horsley Witten Growth Management for ZBA Sign-Off Site Development Plan Site `B' Horsley Witten Growth Management for ZBA Sign-Off Retaining Wall Design Site `A' Valle Group via Stamped Building Dept. Contractor Shop Drawings Fencing Along Retaining Site `A' BLF&R or Building Dept. Wall Valle Group Response to T. McKean Sites `A' & `B' Horsley Witten Health Dept. Letter(9 points) BJALDING PERMIT SUBMISSION LOG PROJECT: West Barnstable Communities Site `A' /Twenty-Eight Unit Family Housing Development Site `B' /Twelve Unit Senior Housing Development Submittal Item Applicable to Provided By Department Receiving Date Submitted Date Approved / Site `A' or `B' Submittal Status Final Site Development Site `A' Horsley Witten Staff for ZBA Required "30 days Plan prior to construction activity" Final Site Development Site `B' Horsley Witten Staff for ZBA Required"30 days Plan prior to construction activity" Water Delivery Sysstem Site `A' Horsley Witten COMM & WBFD ? approved by COMM and WBFD Financing Commitment Site `A' HAC/HII (DHCD)to Growth Management Town of Barnstable Division - Financing Commitment Site `B' HAC /HII (DHCD)to Growth Management Town of Barnstable Division Response to R. Site `B' Horsley Witten Engineering Division Burgmann's Letter dated 7/14/06 The VALLE GROUP, Inc. Real Estate Consulting and Development Christian T.Valle President 70 East Falmouth Highway,Suite 3 • East Falmouth,MA 02536 Tel 508.548.1450 • Fax 508.548.1950 • cm@vallegroup.com • i I I Barrows, Debi From: Engelsen, Jennifer Sent: Monday, August 25, 2008 9:50 AM To: Barrows, Debi Cc: Shea, Sally Subject: FW: addressing For permitting at the YMCA site - all under same map and parcel. -----Original Message----- From: Burgmann, Bob Sent: Monday,August 25, 2008 8:33 AM To: Engelsen,Jennifer Cc: Schlegel, "Frank Subject: RE: addressing Hi Jennifer, At(223.9_ly ona un gh RoTd'the entire property is and will continue to be held by a single owner. The units are rentals and are not for sale. The owner will be getting a single bill for the entire property. There is no need to break the property down into smaller units. Bob Robert A. Burgmann, P. E. Town Engineer 508-862-4070 508-862-4711 fax -----Original Message----- From: Engelsen,Jennifer Sent: Thursday,August 21, 2008 2:25 PM To: Burgmann, Bob Subject: FW: addressing Hi Bob - Debi thought I shculd send this to you as Frank is out of the office. Thanks! -----Original Message----- From: Engelsen,Jennifer Sent: Thursday,August 21, 2008 2:21 PM To: Schlegel, Frank Subject: addressing Hi Frank - I have permits for gas and plumbing for the housing project that is going to be at 2239 lyannough Road, W. Barnstable (Map 215 Parcel 028). It will consist of 7 separate buildings at this site. Will they all have the same map and parcel#? I have a map that was sent with the applications and each building and unit is identified. I can fax that to you if needed. I am not sure if it is correct as we do not have that same info from the builder. Thanks- Jen 1 r The Valle Group West Barnstable Communities Building Permit Fees Lombard: Site B/YMCA: Site A Application Fees:Site A and B LOMBARD $150/per building @ 1 Building 150.00 +$50 per unit @ 12 Units 600.00 750.00 YMCA $150/building @ 7 Buildings 1,050.00 +$50/unit @ 28 Units 1,400.00 2,450.00 Total Application Fees 3,200.00 YMCA: Site A Building Permit Calculation Concrete Slab-Labor and Materials 93,000.00 Concrete Foundation-Labor and Materials 103,000.00 Masonry 0.00 Framing,Roofing,Siding,Windows-Materials 520,000.00 Framing,Roofing and Siding-Labor 400,000.00 Gutters and Downspouts 15,000.00 Finish Carpentry-Labor 83,000.00 Finish Carpentry-Materials 88,000.00 Insulation-Labor and Materials 76,000.00 Drywall 180,000.00 Carpet 86,000.00 VCT 86,000.00 Paint 140,000.00 Cabinets&Tops 115,000.00 Specialties 25,000.00 Appliances 45,000.00 TOTAL CONSTRUCTION VALUE 2,055,000.00 Shell Permit 2,055,000.00 Total Construction Value 3 1/3 Shell Permit /1'76-8-51MO., Shell value 6,233.50 �$9.10 per$1,000 value of shell per building Fit-out Permits 000.00 Construction Value 685,000.00 Shell Value Net Fit-out Value 1,370,000.00 Net Fit-Out Value Per unit 48,928.57 28 Units 445.25 $9.10 per$1,000 value of fit-out per unit x 28 units FOR FLUSHING SPUTTER BASIN RESE - ..., CQ31 IyAt J 4 Ov(rN 1` D (C�'OR PER FIRE DEPT.) 1 _ VENT FAN --� gV�LDE� r #C, jA i ?I _TYZ I ASSEMBLY DISCHAR( BASIN ADVANTEX AX100 TREATMENT ELEC/� _ G GAS--G S SYSTEM (TYP.) W• 8�4RrJS� R}B�E �• INSTAL 27,000 GALLON TWO (SEE f 02. b�OQ BUILDING 5 COMPARTMENT SEPTIC TANK v D LO o o NA EIv 5�4 58 5� y ux, O 5� urn 3 SE _ OP ELECTRIC SERVICI GA S —GAS-- S—G GfS GAS FOR LEACHFIELD ° T C T I GAS E CS a \ 'l /FIRE �$ Sy S H-5 s SMH-4 GAlik s--I `o LAI GAS—a u u M..B ft.\ S I I y N (, BUILDING I FIRE FIRE BUILDING / CBUILDING 7 4 �.s•w \ ,I \•.. Fj GAS Tfi •�S ! �D 7Vr f(, LIGHT N GAS • FIRE A, \ E l\ SMH 6 / r C C T T __ E p p E p �` p P P P CS CS CS C P FIRE SPRINKLER E T SMH-3 SMH-1cj y ICE (SEE NOTES "w s m S a _UMBING PLANS) e� ` w SMH-2 \ F �+ 0, ` A e Jc S SMH— 8.. ..w cy W 8.. w e.. e" e..w N BUILDING C S. 3 ,E T m ICE \GH 3,� �D aC. otB n BUILDING 1 ( � wv -� -PA 'NT BUILDING 2 L g �- - DX, 'P.) r�-sv� Svc —j—SbG y Sbg 6VG StlG—Stl'J G—StlG Stl9 WATER CURB STOP (TYP.) SEE Rnn.qrFR PIIAAP I K _, __ __ �� 1 �- � � y �� S � : � �' J:\5093 Housing Assis-YMCA-Lombard\Drawings 5093-YMCA\dwg\5093-YMCA ASBUILTS.dwg PARCEL A MAP 215 PARCEL 019 MAP 215 PARCEL 020-001 COMMONWEALTH OF MASSACHUSETTS Ce TOWN OF BARNSTABLE BOOK 354/PAGE 131 FOUND BOOK 6242/ PAGE 323 AREA 134,725 SO. FT 3.093± ACRES I CERTIFY THAT THE LOCATIONS,ELEVATIONS,AND TIES SHOWN ON ;I THIS RESU OM N ACTUAL SURVEY MADE ON THE GROUND. ~7C DANIEL W.MACKENZIE PLS DATE _ S07a9'02"W OLD LOT LINE 52Z99 PARCEL B MAP:21S PARCEL: 028 TOWN OF BARNSTABLE BOOK 8271/PAGE 279 AREA 177,778 SO FT 4.081 ACRES± `° p ' 0 e MAP 21S PARCEL 023 TOWN OF ® BUILDING 1 BARNSTABLE T.O.W. = 07.9' YMCA N tiv14 I n A .I59.14 NMEN u COMMON EASEMENTL BOOK 8449 PAGE 162 °vt PLAN BOOK 493 PAGE 48o l v MAP215 PARCEL 022 rq N/F CAPE COD CONSERVATORY OF 0 40 80 DRIVCB/EPLP EASFOUND MUSIC AND ARTS, INC. BK 648 Scale in Feet Prepared For: Plan Title: Rat�ion: Horsley Witten Group FOUNDATION AS-BUILT PLAN ����� A Sustainable Environmental Solutions HOUSING ASSISTANCE CORP. o,&OF MAswww.horsleywitten.com 460 WEST MAIN STREET BUILDING 1 `�Qa`` 194, yG 90 Route 6A WEST BARNSTABLE COMMUNITIES � Sandwich,MA 02563 HYANNIS MA . o' W �� SITE A . U -. ► 508-833-6600 voice IYANNOUGH ROAD M _ IE �' lb. 508-833-3150 fax W.BARNSTABLE,MA : 47 Ah. Q . Project Number: Date: Scale: FG/`.IS - J�o� Design By: Drawn By: Checked By: Survey by: � �S' PLO � 5093A 08-29-2008 1"=80 Feet ,��ONq�LANO`��P�, DWM MSUBRK DWM J:15093 Housing Assis-YMCA-Lombard\Drawings 5093-YMCA\dwg15093-YMCA ASBUILTS.dwg PARCEL A MAP 215 PARCEL 019 MAP 215 PARCEL 020-001 N/F COMMONWEALTH OF MASSACHUSETTS FOUND TOWN OF BARNSTABLE FOUND BOOK 6242/ PAGE 323 BOOK 354/PAGE 131 AREA 134,725 SO FT 3.093± ACRES CERTIFY THAT THE LOCATIONS,ELEVATIONS,AND TIES SHOWN ON ,! THIS PLAN RESULT FROM AN ACTUAL SURVEY MADE ON THE GROUND.Z9� a + - Z�, DANIEL W.MACKENZIE PLS DATE _ _OLD LOT LINE 527.99 PARCEL B MAP:215 PARCEL: 028 TOWN OF BARNSTABLE BOOK 8271/PAGE 279 AREA 177,778 SO FT 4.081 ACRES± wLA, v a ti cn •I i 0 a L MAP 215 PARCEL 023 TOWN OF BUILDING 2 BARNSTABLE T.O.W. = 139.5' ® YMCA ti J59.14 150.00 COMMON EASEMENT BOOK 8449 PAGE 162 w v PLAN BOOK 493 PAGE 48 •v MAP215 PARCEL 022 rq N/F CAPE'COD CONSERVATORY OF o 40 80 DRIVEWAY CB/EPLP EASEMENT FOUND MUSIC AND ARTS, INC. i BK 6486/PG 012 Scale in Feet Prepared For: Plan Title: Horsley Witten Group HOUSING ASSISTANCE CORP. FOUNDATION AS-BUILT PLAN ��a��P� MAssgp� wuww.ho ste stainable Environmental Solutions o y ywitten.com 460 WEST MAIN STREET BUILDING 2 �< G�rn 90 Route 6A WEST BARNSTABLE COMMUNITIES o DANIEL W HYANNIS MA 1�ACKENZIE � Sandwich,MA 02563 SITE A a MD KEN I 508-833-6600 voice IYANNOUGH ROAD . ► 508-833-3150 fax W.BARNSTABLE,MA ; Project Number: Date: Scale: ,��v��(LANU c ,�� Design By: Drawn By: Checked By: Survey jbyy-:5093A 08-29-2008 1-=80 Feet � DWM MSUBRK DW i JA5093 Housing Assis-YMCA-Lombard\Drawings 5093-YMCA\dwg\5093-YMCA ASBUILTS.dwg PARCEL A MAP 215 PARCEL 019 MAP 215 PARCEL 020-001 N/F TOWN OF BARNSTABLE COMMONWEALTH OF MASSACHUSETTS CB -FOUND BOOK 354/PAGE 131 BOOK 6242/ PAGE 323 C= • AREA 134,725 SO FT rn 3.093± ACRES Q V = J Co I CERTIFY THAT THE LOCATIONS,ELEVATIONS,AND TIES SHOWN ON THI LA RESULT FRO UAL Y MADE ON THE GROUND. 0X. aA tV 3> ID DANIEL W.MACKENZIE PLS DATE " d J N fr s0_�49o2"I�OLD LOT LINE 52Z 99 PARCEL B MAP:215 PARCEL: 028 TOWN OF BARNSTABLE BOOK 8271/PAGE 279 AREA 177,778 SO FT BLDG 6 AS-BUILT ti SUBMITTED 8-29-08 �o ,J 4,081 ACRES± V ° BLDG 7 AS-BUIL T SUBMITTED 8-29-08 a ' B[ UILDING J-7 t T.O.W. =138.0/ 138.9/139.5' MAP 215 PARCEL 023 t TOWN OF BLDG 2 AS-BUILT SLOG 1 AS-BUILT \ BARNSTABLE YMCA SUBMITTED 8-29-08 SUBMITTED 8-29-08 a •i v V a L71 N11-4,9!4-F Aay_-4R,2n-F 359.14 150.00 COMMON EASEMENT c., BOOK 8449 PAGE 162 PLAN BOOK 493 PAGE 48 '" do •v MAP215 PARCEL 022 ° N/F CAPE COD CONSERVATORY OF 0 40 80 DRIVEWAY CB/EPLP EASEMENT FOUND MUSIC AND ARTS, INC. BK 6486/PG 012 Scale in Feet Prepared For: Plan Title: �� �i6tre, .��� Horsley Witten Group Sustainable Environmental Solutions FOUNDATION AS-BUILT PLAN y�� Sqc �� HOUSING ASSISTANCE CORP. o� ti BUILDING 3 . •� �s� www•horsleywitten.com 460 WEST MAIN STREET • o OANIEL W. 90 Route 6A WEST BARNSTABLE COMMUNITIES . J HYANNIS MA • MA j N . Sandwich,MA 02563 SITE A .4 0.47 508-833-6600 voice IYANNOUGH ROAD oQ 508-833-3150 fax W.BARNSTABLE,MA iST ro s Project Number. Date: Scale: L P,1,:;;'J'A Design By: Drawn By: Checked By: Survey by: 5093A 09-12-2008 1"=80 Feet DWM MSUBRK DWM J:15093 Housing Assis-YMCA-Lombard\Drawings 5093-YMCA\dwg\5093-YMCA ASBUILTS.dwg PARCEL A MAP 215 PARCEL 019 MAP 215 PARCEL 020-001 COMMONWEALTH 0/F MASSACHUSETTS ce TOWN OF BARNSTABLE BOOK 354/PAGE 131 FOUND BOOK 6242/ PAGE 323 AREA 134,725 SO FT 3.093± ACRES I CERTIFY THAT THE LOCATIONS,ELEVATIONS,AND TIES SHOWN ON ;I THIS PLAN RESULT FROM M ACTUAL SURVEY MADE ON THE GROUND. a a DANIEL W.MACKENZIE PLS DATE _ s0_o�"w OLD LOT LINE 52Z99 PARCEL B MAP:215 PARCEL: 028 TOWN OF BARNSTABLE BOOK 8271/PAGE 279 n AREA 177,778 SO FT ti q•(/ 4.081 ACRE S± w ! � v a BUILDING 6 T.O.W. = 05.0106.5/08.5' i to i O L MAP 215 PARCEL 023 TOWN OF BARNSTABLE YMCA v N a .I59.14 150.00 COMMON EASEMENT ., BOOK 8449 PAGE 162 PLAN BOOK 493 PAGE 48 ti a •v MAP215 PARCEL 022 ° N/F CAPE COD CONSERVATORY OF 0 40 80 DRIVEWAY C8/EPLP EASEMENT FOUND MUSIC AND ARTS, INC. BK 6486/PG 012 Scale in Feet Prepared For: Plan Title: �A 4: Horsley Witten Group ESN F MA S ,� Sustainable Environmental Solutions FOUNDATION AS BUILT PLAN HOUSING ASSISTANCE CORP. IV �� Sq�y�� www.horsleywitten.com 460 WEST MAIN STREET BUILDING 6 1 o Gs� 90 Route 6A WEST BARNSTABLE COMMUNITIES DANIEL W. a Sandwich,MA 02563 HYANNIS MA SITE A : EU W N. 508-833-6600 voice IYANNOUGH ROAD No. a 508-833-3150 fax W.BARNSTABLE,MA A Project Number: Date: Scale: ,�►SMVAL LAND CJJ� , Design By: Drawn By: Checked By: Survey by: 5093A 08-29-2008 V=80 Feet ►►� ��� DWM MSUBRK DWM JA5093 Housing Assis-YMCA-Lombard\Drawings 5093-YMCA\dwg\5093-YMCA ASBUILTS.dwg PARCEL A MAP 215 PARCEL 019 MAP 215 PARCEL 020-001 COMMONWEALTH OF MASSACHUSETTS ce TOWN OF BARNSTABLE BOOK 354/PAGE 131 FOUND BOOK 6242/ PAGE 323 AREA 134,725 SO FT 3.093± ACRES I CERTIFY THAT THE LOCATIONS,ELEVATIONS,AND TIES SHOWN ON ;I THIS PLAN RESULT FROM AN ACTUA1"'SiJRVEY MADE ON THE GROUND. 14 DANIEL W.MXCKENZIE PLS DATE _ s0_749_02<�OLD LOT LINE 527.99 PARCEL B MAP:215 PARCEL: 028 TOWN OF BARNSTABLE BOOK 8271/PAGE 279 /f AREA 177,778 SO FT C p- N -I Q/�•�0 4.081 ACRES± !(/ v, • v BUILDING 7 ' T 0.W. =05.0/ 136.0' N .I 0 l MAP 215 PARCEL 023 TOWN OF BARNSTABLE YMCA Ln V N a 359.14 150.00 COMMON EASEMENT c., BOOK 8449 PAGE 162 PLAN BOOK 493 PAGE 48 •v MAP215 PARCEL 022 ' N/F CAPE COD CONSERVATORY OF 0 40 80 DRIVEWAY CB/EPLP EASEMENT FOUND MUSIC AND ARTS, INC. i BK 6486/PG 012 Scale in Feet Prepared For: Plan Title: �[� i�>katjpp: Horsley Witten Group FOUNDATION AS-BUILT PLAN ,�y�p�SH OF M,gSs���j, Sustainable o le Environmental Solutions HOUSING ASSISTANCE CORP. 460 WEST MAIN STREET BUILDING 7 w�a 90 Route 6A WEST BARNSTABLE COMMUNITIES • r � HYANNIS MA . o DANIEL W. Sandwich,MA 02563 SITE A MA E 508-833-6600 voice IYANNOUGH ROAD o . 508-833-3150 fax W.BARNSTABLE,MA = o srEc� Project Number: Date: Scale: s/0 c�JQ Design By: Drawn By: Checked By: Survey by: 5093A 08-29-2008 1"=,80Feet ��04"A LAND ,� DWM MSI/BRK DWM JA5093 Housing Assis-YMCA-Lombard\Drawings 5093-YMCA\dwg\5093-YMCA ASBUILTSAd vg PARCEL A MAP 21S PARCEL 019 MAP 21S PARCEL 020-001 COMMONWEALTH OF MASSACHUSETTS ce TOWN OF BARNSTABLE BOOK 354/PAGE 131 FOUND BOOK 6242/ PAGE 323 AREA 134,72S SQ FT 3.093± ACRES I CERTIFY THAT THE-LOCATIONS,ELEVATIONS,AND TIES SHOWN ON ;I THIS PLAN REyCULT F O AN ACTUAL SURVEY MADE ON THE GROUND. 14 a DANIEL W.MACKENZIE PLS DATE S ,o OLD LOT LINE 527.99 PARCEL B MAP:21S PARCEL: 028 TOWN OF BARNSTABLE BOOK 8271/PAGE 279 AREA 177,778 SG FT 4.081 ACRES± BLDG 6 AS-BUiL T SUBMITTED 8-29-08 e v .� BUILDING 4 ��J ° T.O.W. =138.05% R BLDG 7 AS-BUIL T 07.45106.45' SUBMITTED 8-29-08 35.6' t MAP 215 ` PARCEL 023 AS-BUILT TOWN OF 9-12-08 BARNSTABLE BLDG 2 AS-BUILT BLDG 1 AS-BOIL T YMCA SUBMITTED 8-29-08 SUBMITTED 8-29-08 a i v ° J59.14 150.00 COMMON EASEMENT BOOK 8449 PAGE 162 PLAN BOOK 493 PAGE 48 ,w o MAP215 PARCEL 022 rq N/F CAPE COD CONSERVATORY OF 0 40 80 DRIVEWAY FOUND P MUSIC AND ARTS, INC. EASEMENT FOUND BK 64861 PG 012 Scale in Feet Prepared For: Plan Title: �gg�ifitip�: Horsley Witten Group FOUNDATION__AS-BUIL_T PLAN �� �St{OF Sustainable Environmental Solutions HOUSING ASSISTANCE CORP. BUILDING 4 ���y'``P MASrq �i www.horsleywitten.com 460 WEST MAIN STREET 90 Route 6A WEST BARNSTABLE COMMUNITIES 3� Sandwich MA 02563 HYANNIS MA SITE A �� DANIFi.w m ►�A ;� 508-833-6600 voice IYANNOUGH ROAD 508-833-3150 fax W.BARNSTABLE,MA A ,�-��� Project Number: Date: Scale: {� Q Design By: Drawn By: Checked By: Survey by: 5093A 11-19-2008 1"=80 Feet �i y�L LANU��V �, DWM MSUBRK DWM yffry r JA5093 Housing Assis-YMCA-Lombard\Drawings 5093-YMCA\dwg15093-YMCA ASBUILTS.dwg PARCEL A MAP 215 PARCEL 019 MAP 215 PARCEL 020-001 N/F COMMONWEALTH OF MASSACHUSETTS CB TOWN OF BARNSTABLE FOUND BOOK 6242/ PAGE 323 BOOK 354/PAGE 131 AREA 134,725 SQ FT 3.093± ACRES I CERTIFY THAT THE LOCATIONS,ELEVATIONS,AND TIES SHOWN ON o. ; THI L RESU OM ACTUAL SURVEY MADE ON THE GROUND. a + a LL- I6�-'09 DANIEL W.MACK PLS DATE _ 07a9 �W OLD LOT LINE 527.99' PARCEL B MAP:215 PARCEL: 028 BUILDING 5 TOWN OF BARNSTABLE T.O.W. =135.71 128.0' BOOK 8271/PAGE 279 AREA 177,778 SO. FT 103.1' 4.081 ACRES± ti 74.7' w J 38.1' i ii�o. BLDG 7 AS-BUIL T SUBMITTED 8-29-08 o h BLDG 4 AS-BUIL T �I i �j SUBMITTED 11-19-08 L,::_,_:::_J y it BLDG 6 AS-BUIL T SUBMITTED 8-29-08 MAP 215 PARCEL 023 BLDG 3 AS-BUILT TOWN OF SUBMITTED 9-12-08 BARNSTABLE BLDG 2 AS-BUIL T BLDG 1 AS-BUILT YMCA SUBMITTED 8-29-08 SUBMITTED-8-29-08 a ff v •I 359.14 150.00 COMMON EASEMENT BOOK 8449 PAGE 162 w PLAN BOOK 493,PAGE 48 v MAP215 PARCEL 022 ` N/F CAPE COD CONSERVATORY OF DRIVEWAY CB/EPLP MUSIC AND ARTS, INC. 0 40 80 EASEMENT FouND BK 6486 I PG 012 Scale in Feet Prepared For: Plan Title: AsAdon: Horsley Witten Group FOUNDATION AS BUILT PLAN �� 'j Sustainable Environmental Solutions HOUSING ASSISTANCE CORP. BUILDING ,,�Yy��P`tr+DF an^S0 S1, 411 www.horsleywitten.com 460 WEST MAIN STREET C 1 ry ti� IV 90 Route 6A HYANNIS MA DANIE WEST BARNSTABLE COMMUNITIES e ��� Sandwich,MA 02563 . SITE A ci M E 508-833-6600 voice IYANNOUGH ROAD ► 508-833-3150 fax W.BARNSTABLE,MA 87 ` Project Number: Date: Scale: ��SsyU C/STEM c�Q,`` Design By: Drawn By: Checked By: Survey by: 5093A 11-19-2008 1" 80 Feet N4L LA DWM MSUBRK I DWM The Valle Group West Barnstable Communities Building Permit Fees Lombard: Site B/YMCA: Site A Application Fees:Site A and B LOMBARD $150/per building @ 1 Building 150.00 +$50 per unit @ 12 Units 600.00 750.00 YMCA $150/building @ 7 Buildings 1,050.00 +$50/unit @ 28 Units 1,400.00 2,450.00 Total Application Fees 3,200.00 1 ?A YMCA: Site A Building Permit Calculation Concrete Slab-Labor and Materials 93,000.00 Concrete Foundation-Labor and Materials 103.000.00 Masonry 0.00 Framing,Roofing,Siding,Windows-Materials 520,000.00 Framing,Roofing and Siding-Labor 400,000.00 Gutters and Downspouts 15,000.00 Finish Carpentry-Labor 83,000.00 Finish Carpentry-Materials 88,000.00 Insulation-Labor and Materials 76,000.00 Drywall 180,000.00 Carpet 86,000.00 VCT 86,000.00 Paint 140,000.00 Cabinets&Tops 115,000.00 Specialties 25,000.00 Appliances 45,000.00 TOTAL CONSTRUCTION VALUE 2,056,000.00 Shell Permit 2,055,000.00 Total Construction Value 3 1/3 Shell Permit 685,000 Shell value 6,233.50 $9.10 per$1,000 value of shell per building �i41D Fit-out Permits 2,055,000.00 Construction Value 685,000.00 Shell Value Net Fit-out Value 1,370,000.00 Net Fit-Out Value Per unit 48,928.57 28 Units 445.24 $9.10 per$1,000 value of fit-out per unit 75.00 Occupancy Permit Fee 520.24 TOTAL DUE PER UNIT i Fit-out 14,566.72 TOTAL DUE FOR ENTIRE PROJECT PAID 41ow The Valle Group West Barnstable Communities Building Permit Fees Lombard: Site B/YMCA: Site A Application Fees:Site A and B LOMBARD $150/per building @ 1 Building 150.00 +$50 per unit @ 12 Units 600.00 750.00 YMCA $150/building @ 7 Buildings 1,050.00 +$50/unit @ 28 Units 1,400.00 2,450.00 Total Application Fees 3,200.00 f-Ip Lombard:Site B Building Permit Calculation Concrete Slab-Labor 16,500.00 Concrete Slab-Materials 12,420.00 Concrete Foundation-Labor 66,000.00 Concrete Foundation-Materials 25,000.00 Masonry 5,000.00 Framing-Materials 145,697.00 Framing,Roofing and Siding-Labor 200,000.00 Gutters and Downspouts 6,000.00 Roofing and Siding-Materials 50,000.00 Finish Carpentry' Labor 20,260.00 Finish Carpentry-Materials 62,443.00 Insulation-Labor and Materials 34,650.00 Exterior Windows-Materials 27,800.00 Exterior Doors-Materials 29,500.00 Drywall 100,000.00 Carpet 35,300.00 VCT 35,300.00 Paint 100,000.00 Cabinets&Tops 40,600.00 Conveying Equipment 25,500.00 Specialties 25,000.00 Appliances 21,630.00 HVAC 183,700.00 Well Equipment 11,000.00 Fire Alarm 21,000.00 Sprinkler 99,700.00 TOTAL CONSTRUCTION VALUE 1,400,000.00 Shell Permit 1,400,000.00 Construction Value 3 1/3 Shell Permit 466,666.67 Shell Value 4,246.67 $9.10 per$1,000 value of shell 1 1D Fit-out Permits 1,400,000.00 Construction Value 466,666.67 Shell Value Net Fit-out Value 933,333.33 Net Fit-Out Value Per unit 77,777.78 12 Units 707.77 $9.10 per$1,000 value of fit-out per unit 25.00 Occupancy Permit Fee 8,060.47 732.77 PER UNIT @ 11 UNITS 732.86 732.86 PER UNIT @ 1 UNIT Fit-out Permits 8,793.33-----1 TOTAL DUE FOR ENTIRE PROJECT TA 1Q Gq b ■ ■ ■ ■ i 0'W4 ()- BAR1:S(ABLE BROWN LINDQUIST FENUCCIO & Rrji BuL�R_5A�RG2H.1�3ECTS, INC. 8 December 2008 � __ ii~i1VIS!W4 Tom Perry Barnstable Building Commissioner 200 Main St. Hyannis, MA 02601 RE: Construction Progress Report No. Four West Barnstable Communities Site `A': 28 Unit Family Housing("YMCA Site") C/ Dear Mr. Perry!-- On Monday, December 1, 2008 I conducted a rough frame inspection of Building#2 at Site `A' (Family Housing) of the subject project. The work completed to date has been completed in substantial conformance with our construction documents,,and it is,-my opinion that the building is ready for the,insulation work to begin. Specifically the following items were checked: ➢ Rough frame`sill anchorage ➢ Firestopping of all pehetrafions and draft stopping ➢ _ General structural framing and"connections including roof truss hurricane connectors to the exterior walls ➢ Fire separation gypsum wall assemblies at the attic level between each unit ➢ Exterior air barrier and proper joint taping Exterior cladding and roofing Attached for your reference are photographs of some of the items noted above. if you have'any questions,please feel free to'call me at anytime. Sincere Ric P. Fenuccio CC: Thomas Howes (Valle Group) Adrienne'Danner(Housing Assistance Co Brian Walsh(A11en`&-Major Associates) Julie-Creanier'(1 o16 irig Investments, Inc.) Steve Williams"(BLF&R;Architects) . Matt Yarmolinsky (Capital Planning &Project Implementation for Real Estate), RPF/ak 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTH PORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 u �� � � u ���� ��� w , � �_�,�p��•, 4 �� � <� ' at � "•;�" � ,. : A �\ ,:� �'. ,. u;.�: :� `p:. .,;1 c � r ,� ..r�� - �� � � l ._ �� ,` � � �� �: ` - `�--- . t'� y �`�. f.. �: @ `;- �� i �� - _,.,,� .' ..... ^.Sf � .: � y�' • /// � s: q- -� � { ,� �, � - �_ - . � �— ,. ti . �' ,,, --- o '��' ,� �'� ��eavw� — _ :;'� � % � � -�� F �� _ ��� � _._ ___._, t y t. t �. •� � ,. 'fr ^► U� 4 T w. ENTBROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, I N C, FIELD REPORT # 13 Project: W. Barnstable Communities—Site `A' (Family Housing) 2239 Iyannough Road, W. Barnstable, MA Date: 11/7/08 4:00 pm & 1 1/17/08,4:00 PM Weather: Clear Temp. 45'F Est. %of Completion: 60% Conformance with Schedule: + Present: S. Williams (BLF&R Architects) R. Fenuccio(11/7 inspection) Distribution: Via E-mail CC: C. Valle(Valle Group) Jim McCann (Valle Group) A. Danner(HAC) T.Perry(Building Commissioner) J. Creamer(HII) R. McKechnie(Building Inspector) G. Russo (Clerk-of-the-Works) OBSERVATIONS: 13.01 A site visit was conducted on H/7/08 by R. Fenuccio to review all rough framing at Building 7. It was determined that all rough framing, fire-stopping and draft- stopping was acceptable and the building was ready for insulation. 13.02 A site visit was made on 1 1/17/08 to observe insulation at Building 7 prior to r' installation of gypsum board. This report applies to Building 7 only. 0 13.03 The building rim joists had been insulated with sprayed-in-place foam insulation:as N specified. <'n o 13.04 Blown-in place cellulose insulation was in place on exterior walls and appeared to be applied tight around penetrations such as electrical boxes, etc. r rn m 13.05 Where fixtures such as bath tubs were set against exterior walls,the cellulose insulation had been blown-in between the sheathing and the tub. 13.06 The small gaps around windows and doors had been insulated with sprayed-in-place foam insulation. Small gaps between adjacent framing members had been insulated in a similar manner, since these spaces were too small to fill with the blown-in cellulose insulation. 13.07 Fire separation walls between units had been insulated with fiberglass sound batts per the wall type detail. 13.08 Vent baffles had been installed at the building eaves to help maintain'a clear ventilation path once the attic insulation in installed. 13.09 The attic/ceiling insulation was not observed at the time of this site visit as the gypsum board ceiling will need to be in place before the insulation is installed. Field Report# 13 (Bldg 7) W. Barnstable Communities - Site A 11/17/2008 Page 2 In general,the insulation work observed at Building 7 appeared well done and appeared to comply with the requirements of the Contract Documents. The above constitutes our observations and understanding of work in progress. If there are any errors or omissions,please contact our office as soon as possible. Respectfully submitted, Stephen R. Williams r Field Report# 13 (Bldg 7) W. Barnstable Communities - Site A 11/17/2008 Page 2 TACOMMERCIAL\West Barnstable Communities(HAC)\Admin\Miscellaneous\FIELD REP0RT#13.doc I r Photographs W. Barnstable Communities—Site `A' Bldg 7 insulation 11/17/08 _ Z 1 1 1 _ Sprayed-in place foam insulation at rim joists and surrounding blown-in cellulose insulation. i r __` i e , Blown-in cellulose insulation was in place at exterior walls and was applied tight around penetrations such as electrical boxes, etc. , L Photographs W. Barnstable Communities—Site `A' Bldg 7 insulation 11/17/08 _ aw,yrse+.uaai. r 0.71 Oa6 � r1 046 • i .. i iil +v I lli l I r Y r Foam insulation installed around windows and in small stud bays such as the one directly to the right of the window �, err ! 5� • � i i+ C� • 'I h Blown-in cellulose insulation applied between bath tub and wall where the tub meets an exterior wall Message Page 1 of 1 Mckechnie, Robert From: Jim McCann Umccann@vallegroup.com] Sent: Tuesday, December 02, 2008 8:23 AM To: 'Rick Fenuccio'; 'Steve Williams'; Perry, Tom Cc: Christian T. Valle; Thomas A. Howes; Mckechnie, Robert Subject: frame inspection Good morning Rick, I am ready for a frame inspection of building#2. Please let me know when you can come out, so that I may schedule Anderson Insulation. Thanks, Jim McCann 12/3/2008 t _:n& ry Message Page 1 of 1 Roma, Paul From: Perry, Tom Sent: Monday, November 17, 2008 4:10 PM To: Roma, Paul Subject: FW: insulation inspection -----Original Message----- From: Jim McCann [mailto:jmccann@vallegroup.com] Sent: Monday, November 17, 2008 3:15 PM To: 'Rick Fenuccio' Cc: Christian T. Valle; 'Steve Williams'; Perry, Tom Subject: insulation inspection Rick, Ready for insulation inspection tomorrow morning for building #7. Thanks, Jim McCann 3 2 weds Sir S� ►u� % Ynet4e i 1'1/18/2,008 EATBROWN LINDQUIST FEN UCCIO & RABER ARCHITECTS, I NC. FIELD REPORT # 13 Project: W. Barnstable Communities—Site `A' (Family Housing) 2239 Iyannough Road,W. Barnstable, MA Date: 11/7/08 4:00 pm& 11/17/08,4:00 PM Weather: Clear Temp. 45'F Est. %of Completion: 60% Conformance with Schedule: + Present: S. Williams (BLF&R Architects)R. Fenuccio (11/7 inspection) Distribution: Via E-mail CC: C. Valle(Valle Group) Jim McCann(Valle Group) A. Danner(HAC) T. Perry (Building Commissioner) J. Creamer(HII) R. McKechnie(Building Inspector) G. Russo (Clerk-of-the-Works) OBSERVATIONS: 13.01 A site visit was conducted on 11/7/08 by R. Fenuccio to review all rough framing at Building 7. It was determined that all rough framing, fire-stopping and draft- stopping was acceptable and the building was ready for insulation. 13.02 A site visit was made on 11/17/08 to observe insulation at Building 7 prior to installation of gypsum board. This report applies to Building 7 only. 13.03 The building rim joists had been insulated with sprayed-in-place foam insulation as specified. 13.04 Blown-in place cellulose insulation was in place on exterior walls and appeared to be applied tight around penetrations such as electrical boxes, etc. 13.05 Where fixtures such as bath tubs were set against exterior walls,the cellulose insulation had been blown-in between the sheathing and the tub. 13.06 The small gaps around windows and doors had been insulated with sprayed-in-place foam insulation. Small gaps between adjacent framing members had been insulated in a similar manner, since these spaces were too small to fill with the blown-in cellulose insulation. 13.07 Fire separation walls between units had been insulated with fiberglass sound batts per the wall type detail. 13.08 Vent baffles had been installed at the building eaves to help maintain a clear ventilation path once the attic insulation in installed. 13.09 The attic/ceiling insulation was not observed at the time of this site visit as the gypsum board ceiling will need to be in place before the insulation is installed. Field Report# 13 (Bldg 7) W. Barnstable Communities - Site A 11/17/2008 Page 2 In general, the insulation work observed at Building 7 appeared well done and appeared to comply with the requirements of the Contract Documents. The above constitutes our observations and understanding of work in progress. If there are any errors or omissions,please contact our office as soon as possible. Respectfully submitted, Stephen R. Williams Photographs W. Barnstable Communities—Site `A' Bldg 7 insulation 11/17/08 Sprayed-in place foam insulation at rim joists and surrounding blown-in cellulose insulation. 1. , 49 41 c _ a teo Blown-in cellulose insulation was in place at exterior walls and was applied tight around penetrations such as electrical boxes, etc. , v Photographs W. Barnstable Communities—Site `A' Bldg 7 insulation 11/17/08 i 0.46 1 I�rRtrE � j •oa ox,t r Iw._ rvw I .y i � �. � l.� 7 J Foam insulation installed around windows and in small stud bays such as the one directly to the right of the window ►.w e•� h 4 t rh t a, Blown-in cellulose insulation applied between bath tub and wall where the tub meets an exterior wall t7' p r L 3 OUTLEf DISTRIBUTION �� / - ` � � SDI- SPUTTER BASIN BOX (TYP.) 4 Y . fb' HIND - _ EMERGENCY VENT FAN I/ - � ASSE-MBE-Y GENERATOR LOCATION _ DISCHARGE - -_ SEE ELECTRICAL BASIN ;TYP.) DRAWINGS N! - ADVANTEX AX 100 TREATMENT SYSTEM (TYP.),, — rs ELEC/CONTROL PANEL (SEE DETAIL SHEEP 13 AND SPEC) #4 27,000 GALLON TWO i'i'i:•i• �.� COMPARTMENT OPTIC TANK rfL .1 �_-GAS i i ELECTRIC SERVICEQ b1 i, e �' FOR LEACHFIELD y`. V✓/^ ' 1 //` 'yp,-�' f E - I i SMH-4 -�-c+-� 't' 2 ,1 ELECTRIC SERVICE N N 1 N F METER CENTER (TYP.) ,✓/; �. 1�'0 �• �'�� --_"a_ -. BUILDING w i BUILDING 7 j v rP2 — a — — #4 E �1 J SMH-3 e ! MH-'• F k f SMH 2 _ . i -PROPOSES:: EL-_ RICAL / i I E `� � M.AhJHC'LE-5== ELECTRICAL a F i 4 E LI I I- !-'TY NOTES. 8•• 6• tl (:•'P L' F EE � \ SMH-7 �! Ir— \\' AL'_ DOMESTIC WATER SERVICE '_INES !SHOWN AS "Y`_-, m I cs. 0. CS CS F- _ I �) \ 'S.Ov'! P!°E. DOMESTIC WATER McIERS SHA•i BE E. TC L C I I ` S jr3'J'•5:"�' PLANS. l ' t WATEn SERVICE FOR FIRE SPRINKLER SYSTEM._. SHAL I THE BUILDING. #c #L _ wr ! I � .;. AL_ DISTURBED AREA. DUE TL THE INSTA'_:kT10N 0' BUILDING ' 1 I AMID SEEDED OR RESTORED TO THEIR OP.iGINAL CONDI' 4 SEE ELECTRCA_ PLANS ---OF' ALL DETAILED ELECTRICA_ BUILDING 2 `> I #3 #2 =/ ( ELECTRICAL WORK SHAL_ BE SUBJECT TO REVIEW` AND ' I k h � 1 I tI BOOSTER PUMP 8x5>�6 TEE I �OCSTEF PUMP STATION STATION (SEE NOTES) �`' ' ! I THE BOOSTER, PUMP PACKAGE SHALL BE A WO ([" sv 1 VOLTS. 60 HZ SYSTEM, OF. ENGINEER APPROVED EOU4 SY7-Sv7-Sk--Sr9_SV9-Sys-Sr✓-SY9 .�J .- _ I --- 1------- -!_ �-; \ - _ - - ! BOOSTERPAO M= GUIDE SPECIFICATION', WHICF ARE AN �! I htip://nei.orundfos.cor-,�/do--/webne't/boosierpoe/spe; 5 WATERMAIN THE ENGINEER. _ 2. THE PACKAGE SHALL INCLUDE VARIABLE FREQUENCY I T ! ON THE INLET MANIFOLD, CONTROL PANEL. TWO CHEC PROPOSES ELECTRICAL 5-GALLON ASME DIAPHRAGM TANK. (15C PS' RATING , BANK OF a GAS METERS -j °� SERVICE-SEE ELECTRICAL I - 3. EACH PUMP SHALL BE CAPABLE OF PROVIDING !-. MA; (7)-. EACH BUILDING) PLANS FOR DUiAL=C \.� AT 80-PGUNC PER SQUARE INCH (PSI), AS CONFIRM YMCA ACCESS e" Fn� LAYOUT 4, PUMP SKID SHELTER, SHALL BE A )0 FT Y. 1 Z FT IN ASEMENT t. \ VENTILATION AS PROVIDE[' BY SHEL?ER WORKS, INC. �g SLAB, UNLOADING, WIRING AND °IPING FOR THE PLOAF CONTRACTOR. CONTRACTOR. IS DIRECTED TO CONTACT-MR.-BOB SI� fiF 8 Ali PjST49LE BROWN LINDQUIST FEN UCCIO &?fRP � , ER ARCHITECTS, INC. .,.`-�_ 20 October 2008 CJIVISI0H Tom Perry Barnstable Building Commissioner 200 Main St. Hyannis, MA 02601 RE: Construction Progress Report No. Three West Barnstable Communities Site 'A': 28 Unit Family Housing("YMCA Site") Site `B': 12 Unit Senior Housing (Lombard Site) _ Dear Mr. Perry: This letter will serve as.our third construction progress report for the subject project. The current construction work in progress is,as follows: Site `A' (28 Unit Family Housing"Y",.Site) 1. Building#1 is "weatherfight" with respect to rough.framing, roofing, siding, windows and doors, and all interior rough building.systems (heating, electrical, plumbing and fire suppression systems). Town inspections are in progress, or may now be complete as of this date, to allow the beginning of insulation installation. 2. All other buildings (#2-#7) are in various stages of framing, roofing, siding and/or rough system installations. 3. Site drainage and utility distributions are nearing completion and driveway grading and the binder course is scheduled to begin shortly. . 4. Our Consuiting MEP Engineers (BER Engineering) conducted rough framing inspections*on Wednesday October 151" and we accompanied them during their inspections. Their inspection reports will be forwarded to you upon receipt. Site `B' (12 Unit Senior Housing—"Lombard" Site) 1. All rough framing, roofing, siding and windows have been completed. Exterior door installation is in progress and the building is almost "weathertight".. 2. Rough HVAC, plumbing, electrical and fire suppression systems are nearing completion for the front two-story(8 unit) section of the building. It is our understanding that the Valle Group, the General-Contractor, has or'will be requesting phased rough frame inspections related to this section of the building in order to allow the insulation to proceed while rough system installation proceeds on the rear one-story section. 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 3. Our Consulting MEP Engineers (BER Engineering) conducted rough system inspections on Wed. October 15, 2008 and their inspection reports will be forwarded to you upon receipt. 4. Exterior site drainage components are currently being installed. 5. The external water storage tanks, for the fire suppression system, have been installed. 6. Our Structural Engineers conducted rough frame inspections on 9/24/08 and 10/16/08 and copies of their reports are attached herein. All work completed since our last report, has generally been completed in accordance with the construction documents and in a good and workmanlike manner. If you have any questions, please feel free to call me at any time. Sincerely, Richard P. Fenuccio CC: Thomas Howes (Valle Group) Adrienne Danner(Housing Assistance Corp.) Brian Walsh (Allen & Major Associates) Julie Creamer(Housing Investments, Inc.) Steve Williams (BLUR Architects) Matt Yarmolinsky (Capital Planning & Project Implementation for Real Estate) RPF/ak I r A&% AL & MAJOR ASSOCIATES, INC. 100 Commerce Way P.O.Box 2118 Woburn,MA 01888-0118 Field Report #1 Tel: (781)935-68 Fax:(781)935-28969G Client: BLFR Report Date: September 24, 2008 Project: West Barnstable A&M Project#: 1203-22 Communities-Site B Location: West Barnstable, MA Contractor: ( The Valle Group Weather: Partly Cloudy Temperature: 65' Date of Site Visit: September 23,2008 Time: From: 1:30 pm To: 3:45 pm Present at Site: Tom Howes(Valle Group) Brian Walsh (A&M) Kevin Poore(A&M) Reported by: Kevin Poore The following was noted: 3.1 Observed framing in progress. The primary framing members have been installed and work is on-going to install the necessary framing hardware_ and blocking. 3.2 First floor framing plan (Drawing S2,1): 3.2.1 Observed the general size and arrangement of framing including beams,joists, and posts to be in conformance with the design documents. 3.2.2 Observed framing below the lift serving the 1st and 2nd floors to be consistent with the plan shown in detail A/S5.1. 3.2.3 Solid cavity blocking equivalent to the required post below is required above holdowns at strap locations in multiple locations. 3.2.4 Other than noted above, the completed portions of the general framing arrangement at this level are consistent.with the design documents: 3.3 Second floor framing plan (Drawing S2.2): 3.3.1 Observed the general size and arrangement of framing including beams,joists, and posts to be in conformance with the design documents. 3.3.2 Solid cavity blocking equivalent to the required post below is required above holdowns at strap locations in multiple locations. 3.3.3 Other than noted above, the completed portions of the general framing arrangement at this level are consistent with the design documents. 3.4 Roof framing plan (Drawing S2.3): civil&,structural engineers • land surveyors • environmental.consultants • landscape architects www.ailcnm"tjor.com 3.4.1 Observed the general size and arrangement of framing including beams,joists, trusses and posts to be in conformance with the design documents. 3.4.2 Solid cavity blocking equivalent to the required post below is required above holdowns of strap locations in multiple locations. 3.4.3 H2.5 clip required to be installed at 1 location in the two story section of the building and H2.5 clips are required to be installed at all trusses in the one story section. 3.4.4 Blocking and sheathing to the underside of roof must be installed prior to roof installation due to the blocking required at.the roof sheathing, this condition occurs at both center bearing walls in the two story section as well as the bearing wall adjacent to the stair. 3.4.5 Chimney straps are required to be installed. 3.4.6 LTP4 or L type blocking connecting the truss to the top plate is required above the shear walls running parallel to the roof drag trusses in the,one story section. 3.4.7 A-frame bracing is required at 1 location in the one story section of the building. 3.4.8 Girder truss hardware designated on the truss shop drawings marked up by A&M has not been installed. Additional full"height infill studs will be required at multiple GT locations. 3.4.9 Girder truss straps required as shown on the drawing were observed to not be installed. 3.4.10 An alternative roof bracing configuration at the stair way closest to the 1 story section of the building was discussed.This included extending the roof sheathing underneath the overframed section of the roof to the shear wall, installing blocking above the shear wall and attaching an A-frame brace above the shear wall connected to the overframing. 3.4.11 Other than noted above,the completed portions of the general framing arrangement at this level are consistent with the design documents. 3.5 Basement stud layout and bracing plan (Drawing S3.1): 3.5.1 Additional nailing is required to fulfill the required 4"o.c. pattern at 3 Type 2 shear walls. 3.5.2 Holdown anchor bolts require epoxy at 2.locations in the crawl space area. 3.5.3 Holdown anchor bolts require tightening of the connection nut at 2 locations in the crawl space area. 3.5.4 Required strapping was observed to be not installed above holdown locations throughout the crawl space area. 8.5.5 Other than noted above, the completed portions of the general bracing layout at this level are consistent with the design documents. 3.6 First floor stud layout and bracing plan(Drawing S3.1): 3.6.1 Additional nailing on the vertical seams and top of each panel is required.to fulfill the required 4"o.c. pattern at 2 Type 2 shear walls. 3.6.2 Required strapping was observed to be not installed above holdown locations throughout the crawl space area. 3.6.3 Other than noted.above, the completed portions of the general bracing layout at this level are consistent.with the design documents. 3.7 Second floor stud layout and bracing plan (Drawing S3.3): 33.1 The completed portions of the general bracing layout at this level are consistent with the design documents. 3.8 In general, the work appears to be progressing in conformance with the structural design documents. It is understood that work.is on-going and some items have been identified as incomplete for that reason. 3.9 The next structural observation should occur upon completion of framing hardware and prior to concealment of framing with architectural finishes. 0 Pane 2 3.10 It was discussed that the GWB shear wall observations will be required prior to the application of plaster tape or mud. s K vin Poore,Project Engineer Email: KPoore[7a allenmalor.com 0 Paae 3 A*A ALLEN & MAJOR ASSOCIATES, INC. 100 Commerce Way P.O.Box 2118 Woburn,MA 01888-0118 Field Report #2 Tel: 781)9781) 5-2899 Fax:(781)935-2896 Client: BLFR Report Date: October 16,2008 Project: West Barnstable A&M Project#: 1203722 Communities-Site B Location: West Barnstable, MA Contractor: The Valle Group Weather: Partly Cloudy Temperature: 65 i Date of Site Visit: October 16,2008 Time: From: 10:30 am To: 11:30 am Present at Site: Tom Howes(Valle Group) Kevin Poore(A&M) Reported by: Kevin Poore The following items from previous reports are outstanding or resolved as indicated: 1.2 First floor framing plan(Drawing S2.1): 1.2.3 Solid cavity blocking equivalent to the required post below is required above holdowns at strap locations in multiple locations. [10-16-08]:Observed complete. 1.3 Second floor framing plan (Drawing S2.2): 1.3.2 Solid cavity blocking equivalent to the required post below is required above holdowns at strap locations in multiple locations. [10-16-08]:Observed complete. 1.4 Roof framing plan (Drawing S2.3): 1.4.2 Solid cavity blocking equivalent to the required post below is required above holdowns at strap locations in multiple locations. [10-16-08].Observed complete. 1.4.3 H2.5 clip required to be installed at 1 location in the two story section of the building and H2.5 clips are required to be installed at all trusses in the one story section. [10-16-08]:Observed complete. 1.4.4 Blocking and sheathing to the underside of roof must be installed prior to roof installation due to the blocking required at the roof sheathing, this condition occurs' at both center bearing walls in the two story section as well as the bearing wall adjacent to the stair. [10-16-08]:Observed complete. civil&structural engineers • land surveyors • environmental consultants • landscape architects www.allenmajor.com 1.4.5 Chimney straps are required to be installed. [10-16-08]:Observed complete. 1.4.6 LTP4 or L type blocking connecting the truss to the top plate is required above the shear walls running parallel to the roof drag trusses in the one story section. [10-16-08]:Observed complete. 1.4.7 A-frame bracing is required at 1 location in the one story section of the building. [10-16-08].Observed complete. 1.4.8 Girder truss hardware designated on the truss shop drawings marked up by A&M has not been installed. Additional full height infill studs will be required at multiple GT locations. [10-16-08]:Observed complete. 1.4.9 Girder truss straps required as shown on the drawing were observed to not be installed. [10-16-08]:Observed complete. An approved alternative method using blocking was installed in place of the straps indicated on the design documents. 1.4.10 An alternative roof bracing configuration at the stairway closest to the 1 story section of the building was discussed. This included extending the roof sheathing underneath the overframed section of the roof to the shear wall, installing blocking above the shear wall and attaching an A-frame brace above the shear wall connected to the overframing. [10-16-08].Observed complete. 1.5 Basement stud layout and bracing plan (Drawing S3.1): 1.5.1 Additional nailing is required to fulfill the required 4"o.c. pattern at 3 Type 2 shear walls. [10-16-08]:Observed complete. 1.5.2 Holdown anchor bolts require epoxy at 2 locations in the crawl space area. [10-16-08]: Observed complete. 1.5.3 Holdown anchor bolts require tightening of the connection nut at 2 locations in the crawl space area. [10-16-08]:Observed complete. 1.5.4 Required strapping was observed to be not installed above holdown locations throughout the crawl space area. [10-16-08]:Observed complete. 1.5 First floor stud layout and bracing plan (Drawing S3.1): 1.6.1 Additional nailing on the vertical seams and top of each panel is required to fulfill the required 4"o.c. pattern at 2 Type 2 shear walls. [10-16-08]:Observed complete. 1.6.2 Required strapping was observed to be not installed above holdown locations throughout the crawl space area. [10-16-08]:Observed complete. The following was noted: 2.1 No new items were observed. The purpose of this visit was to review corrected items. Kevin Poore,Pipfect Engineer Email: KPoore@allenmaior.com 0 Pace 2 t ' dal• 1: � ■ ■ ■ ■ BROWN LINDQUIST FEN UCCIO & RABER ARCHITECTS, INC. 12 August 2008 Tom Perry ' Barnstable Building Commissioner ; 200 Main St. Co `-' Hyannis, MA 02601 C RE: Construction Progress Report No. Two "' CO -`> West Barnstable Communities M. Site `A': 28 Unit Family Housing ("YMCA Site") Site `B': 12 Unit Senior Housing (Lombard Site) , Dear Mr. Perry: This letter will serve as our second construction progress report for the subject project. The current construction work in progress is as follows: Site``A'"(28�Unrt Farn>ly:;Housng"Y�" Site) � OY 1. Site drainage components are being installed 2. Site rough grading is complete 3. Site utility distribution for electric and water is complete 4. Footing and foundation placement is in progress (see attached photos) 5. See also attached Field Report No. 5 a' Site `B' (12 Unit Senior Housing—"Lombard" Site) 1. As reported in Report No. 1, all strip, pad footings and foundation walls have been formed and all reinforcing steel bars have been installed and tied consistent with our structural drawings and specifications. Concrete has been placed for all footings, walls and basement slabs. Concrete test reports to date have been satisfactory. 2. Some limited vertical cracking within the foundation walls has been repaired with an epoxy-injection system to our satisfaction. 3. Extensive cracking in a concrete "dust cover" at the crawl space is being reviewed by the project team and a solution will be forthcoming. 4. Structural beams, columns, floor and wall framing is currently in progress. Of note, off-site framing of exterior wall components was reviewed by this office and by our structural engineer and minor adjustments to the framing and structural connection details were coordinated with the general contractor and framing contractor. 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 i All work completed to date has generally been completed in accordance with the construction documents and in a good and workmanlike manner. The attached photos (Site `B') provides the documentation to support this report. If you have any questions, please feel free to call me at any time. Sincerel , Richard P. Fenuccio CC: Thomas Howes (Valle Group) Adrienne Danner(Housing Assistance Corp.) Brian Walsh (Allen & Major Associates) Julie Creamer(Housing Investments, Inc.) Steve Williams (BLUR Architects) Matt Yarmolinsky (Capital Planning & Project Implementation for Real Estate) RPF/ak i Page 1 of 4 Rick Fenuccio From: <jmccann@vallegroup.com> To: <rick@capearchitects.com>; <jmccann@vallegroup.com> Sent: Thursday, July 24, 2008 11:31 AM Subject: Steel photos building#1 Rick, Planning to pour building #1 and footing #7 tomorrow @ 12:00 noon. Are these photos enough, or do you need to come out to further inspect before the pour? Jim M. Get Kodak prints of this picture, and all your other favorites, at www.kodakgallery.com! i rr s 7/25/2008 I Page 2 of 4 Ilk • x=e ti ., � � 17 -, �fi a I �p!`�. �,� ,>,.�-,fit=~,�; ,.—.,.--�f—• �`��-- �._. � ✓'�s l i D ; i 7/25/2008 Page 3 of 4 I IN }. _ ��'"�` r..w pro„ �",' +fil �•� w r, 1 7/25/2008 Page 4 of 4 . .p e•'gR y.' .. a > •� ��� l is .:, •. How to save a picture Simply right-click on it, then "Save Image As...". (Mac users: drag the picture to your desktop.) Free Software ! .- r Get 20 Free Organize, print, and share your :- Prl r1tS digital photos using FREE Kodak EasyShare software. Download the Get started for software free at kodakgallery.com and we'll give you Adak Easy5hare 20 free prints (new members only). Plus, create photo mugs, books, cards, and more! 7/25/2008 i BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. FIELD REPORT # 5 Project: W. Barnstable Communities — Site `A' (Family Housing) Rte. 132 W. Barnstable, MA Date: 8/11/2008, 8:30 AM Weather: Overcast/light rain Temp. 65°F Est. %of Completion:3% Conformance with Schedule: + Present: T. Howes, (Valle Group), A. Danner(HAC), S. Williams (BLF&R Architects) Distribution: Via E-mail CC: A. Danner(HAC) J. Creamer(MI) G. Russo (Clerk-of-the-Works) T. Perry(Building Commissioner) WORK IN PROGRESS: • Preparing forms to receive concrete on Building 2 • Electrical grounding cable attachment to foundation reinforcing steel at Building 2 OBSERVATIONS: The observations in this report pertain to Building 2 only. 5.01 A site visit was made to observe foundation reinforcing steel and related conditions prior to placement of concrete on the foundation of Building 2. 5.02 All reinforcing appeared to be installed as shown on the Contract Documents and as specified on the structural drawings. 5.03 The code required copper grounding wire was connected to the upper foundation reinforcing bars and the form company was in the process of installing a vertical piece of reinforcing bar to make a connection between the upper and lower horizontal reinforcing bars. Field Report# 5 W. Barnstable Communities - Site A August 11, 2008 Page 2 5.04 At the northern most portion of Building 2,the forms were set for a TOW elevation approx. 18"below the remainder of the building. This does not agree with the revised foundation drawings issued on 7/22/08 which show a consistent TOW elevation at 139.4'. 5.05 I brought this to the attention of T. Howes. I informed him that his form subcontractor had stated the forms for the northernmost portion of the building could be removed and higher forms put in place, which is our preferred method. Tom stated that he would be investigating some grade changes with the site engineer to allow the forms and TOW elevation to remain as is. 5.06 The foundation concrete is reportedly to be placed during the afternoon of August 11, 2008 and based on our observations, the reinforcing bars are properly placed and the-forms are ready to receive concrete. The TOW . elevation in the northern most portion of Building 2, may be acceptable pending review of proposed site grading changes The above constitutes our observations and understanding of work in progress. If there are any errors or omissions,please contact our office as soon as possible Respectfully submitted, Stephen R. Williams T:ICOMMERCIAL\West Barnstable Communities(HAC)\Admin\Miscellaneous\FIELD REPORT#4.doc Photographs W. Barnstable Communities—Site `A' Building 2 8/11/2008 Completed footing and forms at Building 2 r Lower reinforcing bars inside the forms at Building 2 Photog ghs W. Barnstable Communities—Site `A' Building 2 8/11/2008 s I ,s t y ' • i ♦ yt k1 y t Y +. A� Upper reinforcing bars at Building 2 with the electrical grounding cable clamped to the reinforcing bar. NEON l v i i `€.. E3 A 1? 51-,�BL E BROWN L I N D Q U I S T F E N U C C 1 O & .R A B E R A R C H I T E C.T S, I N C. 20 June 2008 —TWIS'I.©N Tom Perry Barnstable Building Commissioner 200 Main St. Hyannis, MA 02601 RE: Construction Progress Report No. One West Barnstable Communities _ Site `A': 28 Unit Family Housing ("YMCA Site") Site `B': 12 Unit Senior Housing (Lombard Site) a 3 1 m a e--F ,q hS q— a Dear Mr. Perry: This letter will serve as our first construction progress report for the subject project. The current construction work is as follows: Site `A' (28 Unit Family Housing "Y" Site) 1. Site clearing and grubbing within work limit areas has been completed. 2. Site rough grading is in progress. Site `B' (12 Unit Senior Housing—"Lombard" Site) l. Hay bales and silt fencing has been installed in accordance with the site development drawings. 2. Site clearing and grubbing within work limit areas has been completed. 3. Reusable top soil has been temporarily removed from the site for screening and future import back to the site for re-use. 4. Remnants of an old foundation within the proposed parking area have been removed off-site. 5. General building excavation to footing depth has been completed. 6. Geotechnical Engineer has confirmed suitability of soil material at bearing level. The same engineer has been retained for completion of concrete and compaction testing. 7. The Site Engineer has staked the building perimeter within the foundation excavation. 8. All strip and pad footings have been formed and all reinforcing steel bars have . been installed and tied consistent with our structural drawings and specifications. The Contractor has been authorized to complete the concrete placement for the footings. 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 9. The reinforcing has a grounding wire installed as required by code. All work completed to date has generally been completed in accordance with the construction documents and in a good and workmanlike manner.' The attached photos (Site `B')provides the documentation to support this report. If you have any questions, please feel free to call me at any time. Sincerel Ric*Chard . Fenuccio CC: Thomas Howes (Valle Group) Adrienne Danner (Housing Assistance Corp.) Brian Walsh (Allen & Major Associates) Julie Creamer (Housing Investments, Inc.) Steve Williams (BLF&R Architects) Matt Yarmolinsky (Capital Planning & Project Implementation for Real Estate) RPF/ak u `�ik ,.� a,~ '� i �I }rkti 4 w1;.e�'��'•y^' ,n _.f. fi+J .:� .' N ` le 40, , �'`' wf'',a. � ''f {r:.<.. . „�... �� �,Y���. .t`'r. A.'4`.+,'r ��..� -�+ Yip,3'� �•��y1 3, r (' tr s:• a r i T `� rx �:"{ •.'l��trt�. ^f' ,qc J+r�...,his y?; i'ij . �� �r ..t'A: � 1, ldt' �i� q1 "s. "� +;_d [ 1 ��• "Y.• ,}�'' .r<.* of d� `��r�t, �, ?•r .�1 e t++' � �.,, a j X3. • t , e � 3' +Sr/ t 22 • �� �E •r ,S�3rf� r �j i' •1 f •� f f t '40 I all 3 'z Itlz • �, u �'. .` r •r.E;c W' ` 86 N It }9 t• 1 1 n � I 'fit 7 '_t.'<cae!,+nsw� •- - -f. � Ia�l1 . f`'trOF } \. w r . q:�s -� ate. 4s Xµ y :.1`',•am��.�..r; ;` � it �i' .. _ �t q t � ' w � 4 45f�►: *` f ,rv. Y� �� i#?<e� � yh m,.. �,� 3�. ' to tau T, r' 1�'x 3 L`fiTx ry}4i Jaaffa x t Kill S a wj +r, spp ad ctf�aS � r yz, hN .� gy q emy. a fi4 �ifi��•'�c`,#ii'• n�'S ��:.; r .bi v P.�? sir 4. .� j� -2`x.1'Y x."�"4�i.: E�: ,�•i fi a 5 y h;i$( } .c.�. t w 3cL $ NA-1,4" sx' :A � �r is�,�'y�d , Ln_{�' �'� y�•��" r-.��..�aa�.�.�� a€"�'3,9 v'F�t''�'h'�'+�' � � � N'rl✓f��r 1.iM1'Zi..�'$.y�tYX,�'' �' I I Q:\GMD-Groups\Zoning Board of Appeals\CORESPONDENCE\2006\L-063006-on West Barnstable Communities review request.doc Town of Barnstable Zoning Board of Appeals 2006 JUL Gil N ghti gale Chairman ,Eo ,.�� 200 Main Street,Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 i,"Growth Mana Management Department 367 Main Street,Hyannis,MA 02601 Ruth J.Weil,Director July 5, 2006 To: See attached list Reference: Zoning Board of Appeals Comprehensive Permit Application 2006-71&2006-72 Request for review for the West Barnstable Communities • Site A-Route 132—7.2 acre lot addressed`2239 Iyannough Road(Assessor's Map21-5,-P-arcel-020=028)-to_develop28_two and three bedroom townhouse units. • Site B-Route 149 new development plan for the—7.3 acre lot addressed 2331 Meeting House Road(Assessor's Map 155,Parcel 002)to develop 12 one- bedroom housing units to be for age 55 and older restricted. Dear Tom: Enclosed are copies of the Comprehensive Permit Applications 2006-71 &2006-72 for the above referenced sites. • Site A's plans propose one building consisting of 12 one-bedroom units to be used as affordable housing for 55 persons or older. , • Site B's plans propose 14 buildings, all duplex townhouses consisting of 2 and 3 bedroom units to be used as affordable rental housing. The Zoning Board is requesting your agency's review of both development plans and would appreciate knowing any of your concerns. This Comprehensive Permit will be heard on August 9, 2006 at 7:15 P.M. If you could provide your comments to the Board's Office by July 28, 2006 it would be greatly appreciated. Should you need any additional information,please contact Leandra Nicolo, Administrative Assistant at 862-4785 or myself. Thank you for your participation and assistance. Thank you, Arthur P. Traczyk, Principal Planner copy: ZBA File 2005-100 Gail Nightingale,ZBA Chairman Ruth J.Weil,Director Growth Management Thomas A.Broadrick,Director,Regulatory Review Services i ZBA July 5,2006 Request for Plan Review Henry C. Farnham,Town Council Town of Barnstable 367 Main Street,Hyannis,MA 02601 John C. Klimm,Town Manager Town of Barnstable 367 Main Street, Hyannis,MA 02601 Robert D. Smith,Town Attorney Legal Department Town of Barnstable 367 Main Street,Hyannis,MA 02601 Laura F. Shufelt, Chair,Barnstable Housing Committee Elizabeth Dillen, Growth Management Department Town of Barnstable 230 South Street,Hyannis,MA 02601 Thomas K.Lynch,Director Barnstable Housing Authority 146 South Street Hyannis,MA 02601 David Munsell, Chairman, Barnstable Planning Board Town of Barnstable, Growth Management Department 200 Main Street, Hyannis,MA 02601 John J. Finnegan,Chief, Barnstable Police Department 1200 Phinney's Lane Hyannis,MA 02601 Mark S. Ells,Director Town of Barnstable,Department of Public Works 367 Main Street,Hyannis,MA 02601 Thomas McKean, Health Director Town of Barnstable, Health Division 200 Main Street,Hyannis,MA 02601 Tom Perry,Building Commissioner Town of Barnstable,Building Division 200 Main Street,Hyannis, MA 02601 Margo L. Fenn,Executive Director Cape Cod Commission 3225 Main Street Barnstable MA 02630 Thomas F. McDonald, Interim Superintendent Barnstable School Department 230 South Street, a ZBA July 5,2006 Request for Plan Review Hyannis,MA 02601 Thomas F. Geiler,Director Town of Barnstable,Health, Safety and Environmental Services 200 Main Street,Hyannis,MA 02601 Ken Ventura, Superintendent Cotuit Water Company P.O. Box 451 Cotuit, MA 02635 Chief Paul A. Frazier Cotuit Fire Department P.O. Box 1632 Cotuit,MA 02635 Nancy Clark, Chairman Barnstable Historic Commission 200 Main Street Hyannis,MA 02601 COWREIMNSWEPERMff APPLICATION FOR WEST BARNsTABLiE COMMUNITIES SrmA�RourE132 28 Urirrs of AffoxnasLE EANaY RENTAL HousINc SuaNnTTEnBY HousflvGAssisTANcf CoRpmAy7oN JurIE2812006 14 jr I, J "q..w �.ram• �-�w+� 4,' '.y � M 1 4. ��' �.4. ail ir OF S,�10 ,� '��=,`i}��� � �'M./'� �aM���si'T i� �- � • .ire. - s+r✓.� ��i 1 v I T' . ,.. - r ��Y!^'...tea i7�� 1 �, S`a.. •L. "�- _;�"�'... _ -..•ter 1 ���� _�. ���� ��Sr 'TLC.e+•SJ�',�•'� �� �!' � .•,YY M F:'„A.Av R-♦ i ! � e _ c �lea + •�. i d E v-Z�+,ww•y1 �+ ir„ti= . Ski 1 M E ❑ 0 v � �I li fu u U 6 W mriniu + jaim@ - - o - Om - o & & U uuu _ s - & uu o � a ii �Y iY r c C K K CID off o - % o0o n- o o of ouml . o-oo - o. 0 0 o �1 i r i Ban • �-'��..�._a ;tip f: Id 11Mek11M11 � _ �~ I l Dear Friends, At some point in almost everyone's life, memories of certain people, places and events start blurring together.There are just too many details for most of us to remember. But every now and then,we have an experience that is truly unforgettable. ,. That,for us, is what happened in the early fall of 2005,when Housing Assistance Corporation was asked to help with the evacuees that were brought from New Orleans to the Otis Air National Guard Base in Bourne after Hurricane Katrina. The effort required HAC to more than double its capacity to serve in less than 48 hours.With the help of staff, board members,�and volunteers,we were able to manage the barracks and housing placements of the 238 evacuees without neglecting the important work I' that we do every day on behalf of Cape Codders who also need housing. �t We learned a lot during that period about ourselves as individuals,the agency,our community and government. Most memorable, perhaps,was the willingness of so many people to drop everything to help other people in their greatest time of ; need with gifts of time,money and even housing. t One afternoon,we received a call from a woman representing a charitable group offering to provide the evacuees with a fun and }' interesting day trip off the base.A few minutes after hanging up the phone, she called back. She felt a little odd offering this elaborate gift to complete strangers when there were probably at least as many Cape Codders suffering through their own private hardships, she said,and ended up offering a duplicate gift for our local clients. The passionate support and concern for the Katrina evacuees—from state agencies,community organizations and individuals—was Fadmirable and inspirational indeed. But how do we transfer that passion to the thousands of men,women and children—from members of our workforce to people who - t are homeless and everyone in between—who also need our support in their search for safe,stable and decent housing? 9x, finding an answer to that question is our goal for 2006.The coming year we hope you will join us. { Sincerely, 1 Rick Presbrey' Ed Mangiafico ' Executive Director President HurCicace Katrica building, including men for the men's barracks and one or two people each shift with shelter management or social service experience. The story of how a couple hundred Hurricane Katrina evacuees landed on Cape Cod late last summer is one At first, most of the shifts were handled by people who that has been told over and over again. Most of the 238 work or volunteer at HAC. Many worked at the base New Orleans residents had literally been plucked off their overnight, took a quick shower, ate some military rooftops, brought to the nearest airport where they took breakfast in the Otis commissary and headed off to off for a destination unknown, only to arrive hours later on their day jobs. It was a pace that no one could sustain. the tarmac at Otis Air National Guard Base in Bourne. Fortunately, local media, housing colleagues from across The story behind the story is that their stay in Massachusetts the state, the Cape Cod Area Chamber of Commerce, was made possible by thousands of Cape Codders, including Cape Cod Community College and other organizations hundreds of staff and volunteers working with Housing helped us recruit additional volunteers, allowing us to Assistance Corporation. have an average of 27 people working at the barracks around the clock for 44 days. As the primary administrator of homeless services on Cape Cod, HAC was initially asked by the state to get Once the situation in the barracks settled, the state had involved in managing the barracks where the evacuees more for HAC. Would we, using our connections with the would stay until they relocated or returned to New Massachusetts Nonprofit Housing Partnership, coordinate Orleans. the placement into permanent housing of any evacuees who wanted to stay in the state? When we look back on the first few days of the evacuation, it felt almost as if a hurricane had blown "We weren't necessarily encouraging anyone to stay," into our organization, into our own lives. recalls Allison Rice, HAC's Director of Family Housing Services who coordinated the housing placement effort. We called upon our friends at the New Directions "We told them about the housing costs, we told them Foundation, an organization that provides executive about the lack of public transportation in many volunteers to nonprofits to assist with important, communities, we told them about the weather. But, short-term initiatives. We were blessed with the many people had no place else to go. They saw a chance arrival of Lou Cimini and friends. to get a fresh start here and we were there to help." "New Directions helped us move from crisis to project We were able to place 72 people into permanent or mode," says HAC Executive Director Rick Presbrey. transitional housing in Massachusetts, including 29. "Providing barracks management at the base was still a on Cape Cod. lot of work, but with the help of our executive volunteers, we were able to do the job without ignoring the housing In the end, more than 265 individuals — HAC staff and crises of the Cape Codders we serve every day." others —volunteered for one or two shifts at what Managing the support and care for the evacuees meant became known as Otis Village. utilizing three different barracks—one for families, one for men and one for people with pets. Falling back on our On October 21, the last of the New Orleans evacuees experience in our NOAH and family shelters, we knew moved off the military base. A month or so later, HAC that we'd need three or four people to work in.each held a special Thanksgiving celebration for those who 7 i I The people 01 MASSACHUSMS` — "'—"' e<.j WELCOME YOU Q Q NOY51119� e ,x�J L Oe P PI Of MA - ax, O ura�� WEICOM �! 1 1. I r TwQ- gave so much of themselves for the evacuees. During the evening, many of the volunteers took the opportunity to =a take the microphone and share with their colleagues a reflection of their work at Otis Village. A few themes i were frequently repeated. First, this was a life changing experience for everyone involved. Second, although their work was valued by the evacuees, many volunteers felt that they received more than they gave. And third, the A energy that was created in support of these displaced men, women and children from New Orleans needs to t be captured and somehow used again to support the housing needs of many in our own communities. That is certainly our hope as well. { 3 hours Service hours put in by HAC staff and volunteers at Otis VillageN , �v r ` HAC saved from becoming ;P homeless last year cape residents Preue��io� "I didn't know what we were going to do," she says. Il II "We wouldn't go to the shelter. We'd worked too hard for that.' Preventing Homelessness One Family at a Time Annemarie frantically looked around for a new home, and she found it nearby. It was bigger. Quiet, with a small A friendly piece of advice: Do not lay a sob story on backyard. They could afford the monthly rent if they were Annemarie Davenport. careful, but they didn't have the savings for the security "If someone says, 'Oh, poor me,' or 'My life stinks,' I'll deposit. look them.straight in the eye and tell them to get back on A friend suggested that she call Housing Assistance the bike and start pedaling again." Corporation. She did and made an appointment with Yvonne Souza, prevention specialist for the Family It's not that she's unsympathetic. It's that she's lived Housing Services Department. The paperwork was filled through her own share of tough times, and she's always out, the pay stubs submitted. Soon, impressed with how found away—willed a way—to shake off the pain and hard Annemarie and Brian were working to turn their lives move on. around, HAC came through with the money the young family needed for their new home. The state took her and her two siblings from their mother when Annemarie was three. They grew up in a foster In February they moved in, and when they're not busy home, sharing the small house with 13 other children. Her with the children, Annemarie and Brian are fixing the first husband abandoned her and their two young children place up —one roll of wallpaper, one gallon of paint, when she was 5 months pregnant. It was a Sunday. She one new rug at a time. was at church. "We work our tails off, and believe me, we budget There were moments, the 35-year-old nursing assistant everything," Annemarie says. "When it comes to money, admits, when bitterness almost got the best of her. She I can make a penny bleed. But without Yvonne and the couldn't trust people. She'd been evicted from her home. other great people at Housing Assistance, we wouldn't She'd gone on welfare, but the state, she says, had made be here. I don't know where we'd be." her feel like just another sad sack number. A week after Yvonne called her with the good news about Still, there was hope, that bike to get back on again. One the financial assistance, Annemarie loaded up her van day in the supermarket, she heard a familiar voice calling with pasta, Caesar salad, and peach pie. She drove to her. It was Brian, her high school sweetheart. He, too, the Housing Assistance office with a catered lunch for had faced some tough luck. They spoke, and both knew Yvonne and her colleagues. the spark was still there. They began dating, and soon married. "One of the women seemed surprised that I was doing this," Annemarie says. "I told her it was simple. My kids' There was kindness elsewhere. The Harwich Ecumenical quality of life had just gotten better because they'd Council for the Homeless helped them with their monthly helped me. Lunch was the least I could do." rent for a small house in Dennis. But the family, now with five children, had grown too large for the place. 9 "The energy • I rehabprograms lower ,® usageand 1 P ' by combining public and private s4 � v combat I heating costs and maintain Ey> � affordability for Michael Berry, Director of Energy Programs 1 a. �. ur• V. �eathef�lat�U� "We applied and got $725 for our heating bills," says II Il Alice. "We had no idea that programs like this were available. We assumed they were just for people who Dennis Seniors Warm to Changes With Energy Improvements are poverty struck. We're on a tight budget, but we're not poverty struck." i Sometimes, shelter from the storm isn't all it's cracked Soon, a new group of energy auditors was fanning I up to be. Make no mistake:Alice and Walter Keymont throughout the house. And while they worked on the love their modest Dennis home. It's quiet. The neighbors efficiency measures that Bart had discussed —blowing are nice. insulation into the walls, laying weather stripping—one Of them found the true culprit. The Keymonts' furnace But in the middle of the winter, even with the thermostat was on its last legs, seemingly wasting as much heat as cranked up to 72, the retired couple, both 76, would brace it was generating. against a cold, unwelcome breeze in their living room. They'd drape themselves in wool blankets. This would normally be a nausea-inducing diagnosis, much like when an auto mechanic tells you your cars The furnace kept turning on and off. And with record high transmission is shot. But because the Keymonts were on prices for natural gas, heat wasn't the only thing going up fuel assistance, they were able to receive a new $3,500 the chimney. furnace free of charge. f 3 "We live on social security, and the money we were "That was a life saver.for us," Alice admits. "Housing sending to the gas company was really hurting," Alice Assistance really helped all of this come together." says. "We were burning money, and we were still very cold." Now, as the Keymonts sit in their living room, the financial pressures have eased, .the indoor winds have On the advice of a friend, Alice called the Cape Light disappeared, and the wool blankets remain.folded and � Compact, a local energy supplier that also operates a stored away. number of energy efficiency programs. A man from the Compact came out, looked around, and politely asked "Finally," says Walter, "we're warm." about the Keymonts' income. ;l He told the Keymonts to call HAC's Weatherization ! department. In short order, HAC's Bart Rubin was on the scene, doing a walk-through, pointing out where Were assisted insulation was needed, where weather stripping at the through HAC basement doorway could work wonders. Most important, he told them about the state Fuel Assistance Program, energy which, among other things, provides financial help for Conservation income-eligible individuals and families. programs ° last year. households Received information and services from Housing _v Consumer U U U Education . Department cape residents Dun[ [haff "We had no idea about so much of this," says Scott. "I can't say enough about what HAC taught us." Upon graduation, the Jacobsons were eligible for an interest-free Lottery Opens Doors for Mashpee Family loan if and when a home became available. "One...Zero...Two," the woman in the front of the room It's been over a year, but Kelli and Scott Jacobson easily intoned. remember the number: 102. They blurt it out together, as if they'd been asked their daughter's birthday. It was While their home was under construction, Kelli, Scott, and August 2004, and Housing Assistance Corporation was Aradia would park in front to see the progress. Few people holding a lottery for its newest affordable housing get to watch their dreams being built— nail by nail, shingle development in Mashpee. by shingle. The Jacobsons were like the other young families in the More good fortune came their way when television room: nervous, hopeful, waiting for a break. But Kelli and handyman Bob Villa asked them to participate in a show on Scott knew better than to hope too much. After all, just affordable housing construction he was putting together. a month earlier, they'd been in the same room. At that They did, and in exchange they received, free of charge, housing lottery, they'd gripped hands as the winning handsome hardwood floors and stainless steel appliances. number was read. "One, Zero...Five." Their ticket number was 104, and the grip slackened. In April 2005 the family moved into their new home. Today Aradia jumps ecstatically on her bed. Scott points out the But this time, the woman in front of the room put her fine workmanship in the kitchen. Kelli seems amazed that hand in the bowl and plucked out their number: 102. The there's a spare bedroom, in case a friend or relative wants Jacobsons finally had a home. They admit it was luck, but to sleep over. they also credit HAC with putting them in a position to win. "It all gets back to what we learned from HAC, and what Just a few months earlier, they'd been living with Kelli's they did for us," says Scott. They stare out the slider at the parents in Mashpee. Kelli, who'd had a difficult pregnancy, sloping back yard. It is there, Kelli says, where she hopes stayed home with two-year-old Aradia. Scott, an to host a barbeque this summer for her teachers. independent builder, worked 50 hours per week creating homes for other people. "We want to get the people from HAC over here," she says. "It would be just a small way of saying thanks." "We really wanted our own place, and so we started looking around," says Kelli. "Sticker shock," adds Scott, summing up their reaction to local real estate prices. A friend suggested they contact HAC, and Kelli made the call. Soon they were enrolled in the first-time home buyers workshop, a series of classes designed to educate families about the business and financing of homes. They heard from Realtors, home inspectors, and bankers. They learned about soft-second loans, mortgage insurance, and closing costs. It was the most important course either had ever taken. w..:; `�!- :• 1 � . I I III • ��I I 1' r, -t ► �_ t I r- ► t � r�t�. II �t� '1 uu c FEN ru� • • 2 II leased Nousio Denise, too, has a story. A native of Boston, she moved to 9 the Cape in 1996 to marry her boyfriend, a landscaper. It was tough, but they were getting by. There was a problem, Personal Experience Helps Specialist Help.Others though: The owner of the house where they were living wasn't paying the mortgage. In the summer of 2000, their Denise Magnett knows Housing Assistance Corporation home was taken by the bank and auctioned off. well. As a recertification specialist in the Leased Housing They were homeless. But HAC was there. Denise, her Department, the 43-year-old sits across the desk from husband, and their three children, moved into one of hundreds of clients each year. She hears the sad stories, HAC's family shelters. To her credit, Denise had planned sees the pained faces. They do more than ring a bell. for something like this; a few months earlier she'd applied They bring her back just a few years, when Denise for a rental voucher. It didn't take long for her to realize was on the other side of the desk. two things: She wanted to own a home and she had a lot to learn. She doesn't hesitate to let people know that at HAC clients will not find cold bureaucrats. But Denise knows As she would later advise so many of her own clients I� that to serve"her clients well, she needs to work with to do, Denise enrolled in HAC's homeownership i precision in following the rules, regulations and workshops, where she learned about loans and credit requirements of housing assistance programs. It's a reports. It came down to numbers, and that was her � good match for her personality. Despite a warm heart, - Denise describes herself as "a numbers gal." strong suit. She was so good, in fact,,that soon she had a job at HAC, 6 Which is a good thing, because a big chunk of her job the organization that had taught her. So good that in 2004 S involves figures, calculations, tables, and spreadsheets. she and her husband bought a home in Hyannis. It falls on her to keep tabs on the incomes of tenants in rental units. When the wages change, up or down, "When I'm with clients, I sometimes tell them my story," } so does the amount of the monthly rental check that she says. "I tell them I've been there." will be subsidized. She handles about 800 clients a year. That's a lot of data, even for a numbers-lover. A lot of calculator punching, even for someone who enjoys decimal points. Returned each. "There's a good amount of paperwork," she says. year to the 1 But statistics don't tell stories. People do. About half of community in rents via subsidy Denise's clients are working single moms, most of them Cape Codders, who struggle to pay rent and day care programs bills. There's also the disabled man, plagued by seizures, pU administered who kept putting off some needed dental work so he by HAC @@@ could make rent. She tapped some computer keys, m i I I i o n .. and adjusted how much assistance he received. 6, t HOMES FOR CAPE CODDEBs� i 3 101 MINI M -i.�,� � '-Y'�'=• � ��! f��.CYy� �+\may. J- �r .t 1i I�I ( (gyp �I •n Right away it became necessary to define workforce u VOIO�UU H011Slllp housing. In urban or high-tech centers around the J country, workforce often became known as housing for It's the Housing Version of the Canary in the Coal Mine professional-level people who earned good salaries, but still couldn't afford the kind of housing near their place About 10 years agog Provincetown businesswoman of employment. Alix Ritchie took a stroll down Commercial Street and But on the Cape the cost of housing is impacting workers discovered that something was missing: Young people. and potential workers —at every economic level. Not young tourists, of course, but young men and women Banks, school departments, municipalities, healthcare who grew up in the town and who she and others had organizations and others are spending tens of thousands expected would be the town's next generation of leaders. of dollars to recruit young professionals. The teachers and police officers, builders and building inspectors, mechanics and PTA presidents. At the same time, high turnover of line workers in other industries lowers the level of customer service on which ButLinstead they were leaving town for points west their business is often based. where a decent job could get them a decent home. Provincetown may be the canary in the coal mine for Throughout the coming year, HAC will be working with Cape Cod and, perhaps, the rest of the state. a special task force on an action plan to address the workforce housing challenge. The task force will look at As the population of young adults living in Barnstable a variety of efforts that, together, can have an impact on County continues to decrease, local employers find they the Cape's housing crisis. Zoning and public policy, the can't hire the young people they need to maintain or grow identification of revenue streams, employee benefits their businesses. That's bad for the economy and bad for packages and what small businesses can do to help their the community. staff with housing are just a few of the topics that this Late in 2005, Housing Assistance Corporation began task force will explore. devising a new initiative targeting the housing needs of Check back with HAC next year to see their progress. the working men and women of Cape Cod. Inspired by the Cape Cod Business Roundtable, HAC looked at what is needed to bring about economically diverse housing for our workforce. Early in 2006, HAC held two major conferences on what Hourly wage needed 1 was labeled workforce housing and hired a professional to buy median-priced planner to help coordinate and implement what grew home on Cape Cod out of those conferences. o i 1 ShUIIU�S In the family shelters—Angel House in Hyannis, , Cataumet Village in Bourne, and Carriage House in HAC Provides Haven for Those With No Place to Call Home Falmouth — mostly young women and their children are given a safe haven, guidance and support as they try to stabilize their families. Kids go to school and participate Livia Davis wants to get out of the shelter business. in the same activities enjoyed by their classmates in the It's not that she isn't proud of the work that is done afternoon or on weekends. at the NOAH Center for homeless adults or at HAC's This past year has seen a slight increase in empty beds family shelters. at the family shelters, and Allison Rice couldn't be happier. County and state-funded programs such as RAFT It's just that she believes there's a better way. are having a positive impact, providing Rice and her staff with financial tools that help a family get stable and Following what is known as "Housing First," Davis avoid homelessness. and Allison Rice of HAC's Family Housing Services Department, are working with their staffs to prevent In 2005, more than 300 children in 236 families stayed- homelessness and to move people who are homeless in one of Rice's family shelters. Another 432 were or at risk of becoming homeless into supported, prevented from becoming homeless through Project permanent housing as quickly as possible. Prevention programs. In the meantime, both Davis and Rice dedicate themselves to operating clean, safe shelters that provide their guests with the support and services they need to get out of shelter as quickly as possible. In the last year, 531 individuals spent at least one night at Individuals and the NOAH Center. They were served by staff and a virtual families were j army of volunteers who provided them with a nutritious served at a i dinner and breakfast, along with a chance to shower and do laundry and prepare for the day ahead. In 2005, more HAC shelter 1 than 30 volunteer groups served 45,450 meals at NOAH last year and worked more than 2,745 hours at the shelter providing staff support. Davis doesn't ever see a day when there won't be the need for NOAH in the community, but she hopes that NOAH will one day be used primarily for emergency situations —a temporary stop for a homeless person on his or her way to a transitional or permanent home. I I people I have often been waiting years I 1 1 'R FfinallyI ' I safe, stable and decent placeI live is the ost I part I I IAn opportunity I I I • I . I III I and 1a I -again no matter how • 1 I' Gisele Gauthier, f Director of Housing Development HOUSIII DpuplO IIIUIII But in April, around the time when high school seniors are getting letters from colleges letting them know if they've been accepted, Eleanor received her own letter from Family Ties Bring Woman Close to Home in Brewster HAC: There was a place for her in Brewster just a few miles from her family home. It's a small place, and Eleanor Gray's smile nearly fills it She sold her house, put her things in a truck, and made up. Still, there is room for her stuffed animals, the many her way south. She walked into the sun-dappled pictures of her family, and for Buttons, the 12-year-old cat apartment. Buttons found a warm corner to lie down. who, Eleanor guiltily admits, could stand to lose a few Eleanor smiled. i pounds. It was so beautiful, I was just grateful," she recalls. Tucked into the woods off Route 6A in Brewster is Wells. Court, HAC's 24-unit independent living facility. Finished As much as she loves her place, Eleanor admits she has in June 2005, Wells Court provides a home for senior a hard time sitting still. She works part time at a local citizens, many of whom would no doubt concur with insurance company. She sees the family all the time. She Eleanor's take on the place. serves on the Residents Association. They're thinking, - about setting up a regular Bingo game and a pizza night. "I don't know what I would have done without it," she says. There's a chair by the bed, used by Buttons to climb up for a late-night cuddle. Brewster is a long haul from Hookset, New Hampshire, where Eleanor, now 67, and her husband made,their "I feel so secure here," Eleanor says. "There's a,peace home for 30 years. But when he died two years ago, of mind, a sense of security. I'm truly fortunate." the house that had been full of so many good memories started meaning something else to her. It was too big, too expensive to maintain, too isolated. The sounds and shadows that had always been there now made her feel alone and uneasy."It wasn't'a good Affordable time," she admits. housing units in f` Cape Cod is where she telephoned every week to speak various stages to her step children and grandchildren. It's where her of development husband was born. It's where she longed for a new beginning, a new home. by HAC In early 2005, she contacted HAC. She filled out the paperwork and her name was put on a list. She had worked in customer service in insurance offices for many years.,She knew all about paperwork, and about lists. She didn't count on much. I IETIMPE"MI" "We keep our overhead low and pinch pennies to ensure that 92 SING ASSISTANCE CORPORATIOcents Of every dollar go directly t0 i. CONSOLIDATED STATEMENTS OF POSITION .ruNE 30,2005 the programs. That means a lot to (With Comparative Totals for 2004) rng, to our board and to the p ASSETS 2005 2004 thousands of individuals and Current Assets: organizations that trust us With Cash and cash equivalents $ 489,555 $. 162,660 Cash,separate accounts(Note 3) 705,157 830,272 their financial gifts. Accounts receivable 843,043 759,055 Note receivable - 3,554 Joseph McLeish,Director of Finance Contributions receivable 19,890 30,500 Prepaid items 116,604 40,991 Property inventory 419,377 378,584 Total Current Assets 2,593,626 2,205,616 Where Agency Dollars Go Long-Term Assets:- Property and equipment, net 9,664,235 8,020,926 � Long-term investments 52,933 52,718: Y 8% Escrow cash 83,950 92,805 overhead Prepaid development costs 128,108 103,297 > Total Long-Term Assets 9,929,226 8,269,746 Total Assets $ 12,522,852 $ 10,475,362 sz% Programs LIABILITIES AND NET ASSETS Current Liabilities: Accounts payable $ .537,972 $ 992,344 -� Current portion of long-term debt 121,591 98,023 Who was Served by-the Agency Accrued payroll and related items 444,622 431,981 Deferred revenue 1,071,684 916,752 21% Other current liabilities - 1,050 Homeowner j .Total Current Liabilities 2,175,869 2,440,150 55% Renter Non-Current Liabilities: t Notes.and mortgages 2,631,416 5,233,301 Escrow 83,950 92,805 Homeless Other liabilities 21,636 21,989 -- f ' Total Non-Current Liabilities 2,737,002 5,348,095 Total Liabilities 4,912,871 7,788,245 Net Assets: Sources of Agency Dollars Unrestricted 7,416,231 2,622,620. ' Temporarily restricted 193,750 64,49' . 25% state Total Net Assets 7,609,981 2,687,117 Government Total Liabilities and Net Assets $ 12,522,852 $ 10,475,362 57% Federal 7%�Private Government Contributions 11% Fees&Rent V-7 "Every summerI have I ' sailing • I swimming . our familyhome r Dennis.West II • I me that i Q everyoneon Cape Cod can enjoy • safe and G'K Y► stable homebeautiful I • Rev. Dorothy Greene, Donor !r r DOIIOI But her connection cannot be measured in terms of days, months, and years spent on Cape Cod. An Episcopal priest, she feels connected to the community of the Second Homeowner Connects with Cape Cape, especially to the poor who, for many, are invisible when the August sun beats down hard on the sand. Community Through Housing In the mid-1990's, she received a letter from Housing Dorothy Greene doesn't seem the type to bristle, but it's Assistance Corporation. It was nothing special, a best not to call her a casual visitor to Cape Cod, one of fundraising letter. She didn't hesitate. those second homeowners for whom the Cape is simply a recreational get-away. "I derive so much pleasure from the Cape," she says, "I feel an obligation to give something back." She can, of course, do summer with the best of them. She loves to walk. And to swim. And to sail. She's won Which is what she has done every year since. Sometimes a her share of trophies. little, sometimes more. But always something. Connection: It's about being more than a fair-weather fan. It's about But, as the 75-year-old from suburban New York will recognizing the need for shelter when, during your stay remind you, she has been spending four months a year here, all you want to do is head outside. in West Dennis since she was a toddler. "Even if you don't directly see the housing problem when "That's a third of my life here," she says. "I am you're here in the summer," she says, "you can do connected to this place." something about it. And we all should." It's a connection that dates back to 1927, when her grandfather bought a summer house here. A few years later, she was plying the waters of Bass River on a Beetle Individuals Cat. Her children would do the same. contributed to HAC last year. �r 4,� �, i} �` 1`..._. _, =mil]. _ �F � '\��t►6Y�� r } iz ' $5000 plus $1000 $2499 $250 $499 Bank of America Acme Linenmaster, Inc. Accu-Line Deluxe Marketing System Barnstable Interfaith Council Boston College Club of Cape Cod AM HA YAM Cape Cod Havurah The Boston Foundation Cape Air/Nantucket Airlines Barnstable Youth Football Team Cheerleaders C. Northrop and A. Marder Pond Foundation Cape Cod Chamber of Commerce Chatham Wayside Inn Cape Cod Five Cents Savings Bank Cape Cod Cooperative Bank Cotuit Highgrounds Golf Course The Cape Cod Foundation Cape Cod Healthcare Descott Development Cape Cod Times Needy Fund, Inc. Captains Golf Course Epstein-Carver Foundation Citizens Bank Chatham Chorale, Inc. Forsberg Insurance Planning, Inc. Demarest Lloyd Jr. Foundation Cicoria&Company GlaxoSmithKline Foundation Matching The Paul&Phyllis Fireman Foundation The Comcast Foundation Gifts Program JB-S Charitable Foundation Convention Data Services H.H. Snow&Sons, Inc. KeySpan Energy Delivery International Fund for Animal Welfare, Inc. Harrison Distribution Macy's East Massachusetts Association of Realtors Hyannisport Club TD Banknorth Massachusetts * § New Seabury Country Club Intuit Foundation Donation Matching Program Verizon Foundation Pocasset Golf Club Law.Dawgs Motorcycle Club International, Inc. Yawkey Foundation II Rogers&Gray Insurance Agency* Mashpee Public Schools, PTO Seamen's Long Point Charitable Foundation Morgan Stanley 1. $2500-$4999 Sovereign Bank§ • Nelson Fishing, Inc. Stop&Shop Pioneer Investments BJ's Charitable Foundation U.S.Trust* Robert B. Our Co., Inc. Eden Hand Arts . United Way of Cape Cod, Inc. Society for the Preservation and Encouragement Fidelity Investments Robert Wilkinson of Barbershop Quartet Singing in America Figawi Charities, Inc. Woods Hole Foundation, Inc. Stage Stop Candy Ltd. The Greenwood—Maloney Family Foundation Wynn and Wynn, P. C. State Legislative Leaders Foundation Oyster Harbor's Marine, Inc. Stop&Shop Pemberton Family Foundation, Inc. United Way of Central Massachusetts Rotary Club of Hyannis $500-$999 Wendell Marketing LLC Wise Living ABCO Tool&Die, Inc. Woods Hole Golf Club Women's Club of New Seabury Arrow Mortgage Corporation Blacksmith Shop Farms, Inc. *Walk to End Homelessness Sponsor Q The Fraser Family Foundation § Gala Benefit Sponsor uoutmeAurngneeaos n Grazing Fields, Inc. • NOAH Telethon Sponsor Houghton Mifflin Howard/Canal View Associates of Sandwich Kiwanis Club of Lower Cape Cod NAMI Cape Cod, Inc. Puritan of Cape Cod } R The Ridge Club Rotary Club of Osterville Good Works Royal Health Group Charitable Foundation_ Sandwich Junior Women's Club Wal-Mart Foundation 4 i Barnstable Interfaith Council First Church of Christ in Sandwich St. Mary's Episcopal Church Bourne United Methodist First Congregational Church of Chatham St. Peter the Apostle Church Cape Cod Bible Alliance Church First Congregational Church of Falmouth St. Peter's Episcopal Church Cape Cod Covenant Church First Congregational Church of Yarmouth St. Pius X Cataumet United Methodist Church Gateway Christian Center Sisters of Mercy Christ Church Episcopal Harwich United Methodist Church South Yarmouth United Methodist Christ the King Parish John Wesley United Methodist Union Circle Congregational Church of South Dennis Church of the Holy Spirit Nauset Fellowship Unitarian Church of Barnstable Cotuit Federated Church North Falmouth Congregational Church Unitarian Universalist Fellowship Dennis Union Church One Light Unitarian Universalist Meeting House of Chatham 13 Dennis Yarmouth Ecumenical Council Osterville United Methodist Church United Methodist Men of Lower Cape for the Homeless Our Lady of Assumption Unity Church of the Light Disciples of Christian Hope Our Lady of Victory Parish West Yarmouth Congregational Church East Sandwich Friends Meeting Pilgrim Congregational Church Yarmouth Friends Meeting Falmouth Jewish Congregation St.Andrew's by the Sea Zion Union Church Federated Church of-Hyannis St. Barnabas Parish Federated Church of Orleans St. David's Episcopal Church ' First Baptist Church* St.Joan of Arc First Baptist Church of Hyannis St.John's Episcopal Church Lighthouse Society$5000 plus J.Timothy Sherry Marjorie Sanson and Steve Morgan Anonymous Mr.and Mrs. Robert J.Tarr,Jr. Geoffrey and Kathryn Stone Dr. G. Curtis Berry Joseph Valle Michael Sweeney and Karen Mullaly- Dorothy Battles G. Richard and Marlene Weir Sweeney Hugh and Jean Hilliard Sally C.White Richard and Lisa Thomas Andrea Leonard James and Helen Wick Barton and Mary Tomlinson Valerie H.Leonard Robert Wilkinson David and Muriel Wadsworth Tew Margaret Tobin Grant and Helene Wilson Paul and Joan White Mr.and Mrs. Frank Wilkens Dan Wolf Marianne E.Williams Mr.and Mrs.Anton Yereniuk Pearl Wolfson Robert and Irene Wright Schooner Society$2500-$4999 Beach Glass Society$500-$999 ' Bion and Jeanne Bubier Beetle Cat Society$250-$499 � Rev. Dorothy A. Greene Anonymous Mr.and Mrs.John Hull Jr. E. H.Adams Anonymous Christopher Lovelock Anne Armstrong Constance P.Andrews James and Donna Maguire Kathy Aspden Marc and Kristin Angelillo ° Edgar and Jean Mangiafico Dolores Barbati-Poore Joan Bassett and Tara Smith i Mr.and Mrs.Thomas J.White Judith Barnet Noah Bell Christopher and Pamela Wise Jim and Sylvia Beaton Chad and Margaret Benaka Peter Bennett and Gisele Gauthier Susan and Stephen Bookbinder ; Jeanne Boutell Maria Brann Oyster Society$1000-$2499 Dr. Stephen W. Brooks Liliann Burlingame Anonymous Patrick Butler Stephen Butler Anonymous Dr.and Mrs.James J. Cavanaugh Mr.and Mrs.William F. Callahan III Anonymous Bruce and Kathleen Charboneau Elliott and Susan Carr Stephen and Mindy Abbott Leon and Patricia Clement Denise P. Carroll j Martha Clifford Angela Cenzalli Charles and Doreen Bilezikian Tony and Eileen Boutot Lucy Collins Mr.and Mrs. Michael Champa Mary and Allan Broadhurst Deborah G.Converse John Conathan II Kenneth and Anne Brock Bobby Cross Gary and Lisa Conway Janis Byers Nancy Davison Dr.and Mrs. Henry B.Cote Mr.and Mrs.Waters S. Davis III Jed and Peg Deegan Joan L. Creedon Jack Delaney John Drew and Anita McCarthy-Drew Nancy Crockan John and Dorothy DeYoung Margo L. Fenn Edward Cunha and Bridget Cahill Jo Jo and Mrs. Herbert Ehlers Patricia Fiero and Richard Kraus Livia M. Davis A. Lovell and Joan Elliott Philip and Kathleen Fina Penelope Deveney Peter L. Freeman William and Joyce Fisher Louis and Louise Dimeo Wendy and David French Ruth Fleck Mr.and Mrs. Robert J. Doyle Bruce and Pamela Gordon Edward and Barbara Fouhy Diane Falla Rick Gravina Timothy W. Fulham Richard and Mary Farley Angela Hahn and Tom DeVesto Steven and Maureen Goodwin Dorothy M. Feeney Mr.and Mrs. Edward D. Herrick Edward H. Grant Kenneth and Joyce Fowler David Kendall and Nancy Smith Chapman Greeley Todd French Doug and Wendy Kreeger David and Erica Greeley Mr.and Mrs.Anthony Gargiulo John and Diana Lamb Jim and Brenda Hegarty Hilary Greene Joshua and Kathleen Larson Richard and Shirley Henshall Asheley Griffith and Marcia Curtis Phyllis Luke Wilbur T. Hooven III Roberta L. Griffith LeRoy and Antoinette Malouf Marc and Deborah Israel Peter and Marion Hickman Mary A. McDonough Jack and Sara Jillson James G. Hinkle Joseph and Jean McLeish Everett and Anne Johnson Kevin Howard Donald and Allen Mears Jack and Cynthia Kadzik Paula Hudson and Fred Eberman Christy Mihos Charles Kessler Dorothy Jenney John and Margaret Moran Rev.and Mrs.Arthur F. Kimber Robert and Patricia Johnson Mrs. Samuel Mullin Douglas and Claire King Thomas and Mary Joyce Michael and Dale Murphy Linda King and John Feeney Irving and Pauline Kalman Gordon and Carolyn Nelson Edgar and Judith Kleindinst James and Merle Kelly I Mark Nelson and Kristie Kapp David and Joan Llewelyn James and Jean Kelly John and Anne O'Brien Alphonse and Joyce Lucchese Robert and Wendy Kenney Felicia Penn and Joseph Hoffman Beatrice Medeiros Lawrence and Hannah Langsam Robert and Anne Pickart Rev.and Mrs. Philip H. Mitchell John and Betty Latham Melanie Powers Patrick and Karen Murphy Francis and Theresa Laurin Neal and Ann Pratt Daniel and Jean Novotny Fred and Susan Legate Rick Presbrey Robert Oliver Dr.Wendy Leslie Sallie Riggs-Corgan James and Ellen Peterson Susan P Lindquist Dorothy Savarese Henri Rauschenbach William and Anne Marie Litchfield Doris and Richard Sellars Stephen and Peggy Reilly Francis and Victoria Lowell Allison Rice Robert D. Macallister i I � I � I f Sarah McLuckie 28 Band Karen Rinaldo Judy McManamon A Bourne Florist Kensington's Kerry McNamara Abbicci Restaurant Kenyon's Market D. L.and Evelyn Mehlhop Adelphia Lady Brett's Specialties Elizabeth Mellor _ Adventure Isle Lambert's Fruit Co. Jack Meehl Aerosoles The Lili Pad Jack and Barbara Morgan Afleck Insurance Limousine Services of Cape Cod David and Diane Munsell Alberto's Ristorante Luke's Liquors Robert L. Nichols Alizee M. Brann&Co. Dr. Richard Norberg Allen's House of Flowers Mashpee Commons Florist Brian and Cynthia Norris Amy Rader Photographer Massage Therapist, Deer of Brewster o- David Oppenheim and Gail-Decker Art for Giving Maxwell Co., Inc. Lynne Perry Austin, Inc. McMenamy's Fried Seafood James Peterson Balanced Health&Fitness Mid-Cape Racquet&Health Thomas and Marianne Philbrick Ballymeade Country Club Mocean Charlene Poirier Banana Republic Naked Oyster Shari L. Powers Judith Barnet(Artist) Nantucket Natural Oils Frederic G. Presbrey II Bayview Optometrics Nauset Lantern Shop Gretchen Reilly BFW Gallery Nimrod Restaurant Marnie Bieber Blau Restaurant Ocean Edge Resort&Golf Club William and Elaine Robin Bobby Byrne's Restaurant&Pub Old Yarmouth Inn Charles and Sandra Robinson Breten Bryden(Artist) Orleans Inn } Almajane and Robert Rodriguez Cape Air/Nantucket Airlines Orleans Police Department Isaac Rosen and Cynthia Cole Cape Cod Chamber Periwinkle Bed and Breakfast r' Hedy M. Rosner Cape Cod Media Center Plimouth Plantation t Paul and Loretta Ruchinskas Cape Cod Melody Tent Pocasset Golf Club Tom and Carolyn Russett Cape Cod Opera Company Puritan of Cape Cod F Mr.and Mrs.James A. Ryan Cape Cod Package Store Purple Poppy Virginia Ryan Cape Cod Potato Chips Quashnet Valley Country Club' Donald Mack and Salley Sears-Mack Cape Cod Symphony Regal Cinemas ' Edwin and Wendy Slate Cape Cod Times * • Regal Entertainment Group Gerald Stanney Cape Cod Winery The Ridge Club Richard R. Stimets,Jr. Captain's Golf Course Roadhouse Cafe Rod Strober and John Allick Catania Hospitality Group Roche Brothers Peter and Barbara Sutherland Chatham Fishing Guides Ryan Family Amusement Co. _ Loris G.VanLare Childs Robert, Inc. Kenneth Sadler Associates Vickie Vasialka Christmas Tree Shops Sam Deigo's John Vellone Claire Murray Sandwich Hollows Golf Club- - 't Dorothy L.Vetterling Color Me Mine Silver Lounge Joy Webber and Jefferson Slater Comcast Snow's Home&Garden Jean K.Whelan Cosmetique Richard Sparr(Artist) Robert and Janet Winter Courtyard by Marriot Stage Stop Candy Ltd Charles and Alice Wolff Cranberry Valley Golf Course Star Market Sandra L.Wonders Cuffy's of Cape Cod Starbucks Coffee David and Janet Wyant Dan'I Webster/Hearth'n Kettle Stop&Shop Neal and Patrice Zall Danceprints by the Sea Suits You Swimwear Ronald Zuwallack and Elizabeth McLeish Dolphin Fleet of Provincetown Talbots Eastham Superette TD Banknorth Eastern College Athletic Conference Teixeira Henry Florist Enchanted Florist Thayer's Flowers, Inc. First Congregational Church Tugboats Fitzie's Barber Shop- Vermont Pure Springs Flora D'Elegance Wianno Club Four Points Sheraton Woodbriar Golf Club The Frame Shop Woods Hole Golf Club o00 Friendly's Restaurant World Telecom FYI Band +` Gallo Ice Arena *Walk to End Homelessness In-kind Sponsor Hannah's Fusion Bar and Bistro § Gala Benefit In-kind Sponsor 4 A, >� y1 ,f,FOi'THE SHE'NOAN.SN4TER:€TNE,HEED.WNq Harbor Point Restaurant • NOAH Telethon In-kind Sponsor Heritage House Heritage Museums&Gardens Hyannis Whale Watcher Cruises Hy-Line Cruises Jillian's Restaurant Kabloom 3 i I - � ''Ili / '/ Q�� / • '� f. " t I/• �� 'wl'JIL7 LLL�I!I�1!ilµJA16 m 1 �U���teeCS "It's a wonderful place that does so much," she says. "You get a different perspective on homelessness when you're here. These are regular people, going through a Team Goes Underground to Clothe Area Homeless tough time, and they need to stay warm, clean, and dry like everyone else." It is not the lush surroundings that bring them here. Claire has been volunteering for six years, and Joan After all, this is a basement—dark, cramped, stuffed Powers began a little more than one year ago. Predictably, with clothes and the echoes of overhead footsteps. the sartorial needs change with the seasons, but there are constants, such as the need for shoes, boots, and 9 And yet, every week Joan Ledwith, Claire Marchessault, unused underwear. Another constant is the gratification and Joan Powers happily descend the steps and get to that these dedicated volunteers feel with every parka work. These volunteers, all congregants of Christ the King and turtleneck they send upstairs. + Church in Mashpee, manage the clothing that is donated to the NOAH Center in Hyannis. "We're making a difference, and the people we're helping are truly appreciative of what we do," says Powers. Their job is to sort, to hang, to answer the requests of NOAH staff who seek sweaters, raincoats, shirts, and Adds Marchessault: "It puts all of our own problems in socks for shelter clients. perspective, doesn't it?" Ledwith is the veteran here, having started as a volunteer at the shelter soon after she moved to the Cape 20 years ago. At first she cooked and served meals, but then she was needed downstairs. 7-1 , • f�-� r u ✓air ��� � 4-�(.I�f J' � f [�. I,'�`, r. EE 28 Band Angela Cenzalli Wendy French Paul Karhu Kerry Adams Emma Charpentier Pat Fruggiero Cathy Karras Mary Ann Ahonen Children's Cove Joan Fullerton Wendy Katz David Aiken Bob Chase Diane C. Funfar Evelyn Kauffman y Alex Aimcar Talita and Thais Chaves Nancy Gallagher Dave Kelly Pamela Ames Karen Chorches Julie Gammon Glen Kelly Lois Andre" Christ the King Parish Cyrena Gasse Collett Kelsey Elliet Aronson David C.Christopher. Joseph Gatto Justin Keynon Beatrice Auty Church of the Holy Spirit Dawn Gaudreau Art Kimber Walt Babcock Melissa Clayton Gisele Gauthier Sue Kingman ` Thomas Bailey Theodore C.Clements Paula George David Kirkwood Michael Baker Sharon Coe Skip Gibson Sophie Kline Greg Bar Evelyn Columbo Ruth Gilbert Delores Knull Charles Bark r Community of Jesus Joan Gilbreth Nadine Krasnow Dusty Barley William and Jayne Condon Carolann Gillard Peter Kropp 1 Ann Barlow Consumer Credit Margaret Gilmore Luke Lally 5 Judith Barnet Patricia Conti Rev.Alex Gondola Liz Laprade Barnstable High School Geoff Converse James Goss Marilyn Lariviere Scott Barron Jim Cook- Joan Gray Christina Largay Amanda Bartlett Corpus Christi Parish Julie Griffin Jeff Larkowski Pat Bartlett Robert Clark H.H.Snow&Sons, Inc. Carol M. Leavitt ' Randy Bartlett Paul Covell Jasmine Hadley Lee Leavitt Tom Bartlett Marion Cox Ann Hagan Paul Lebel Bass River Properties Beth Cronin Patti Hall Susette Label Joan Bassett Susan Crowley Hall Family Mary LeClair J Bechtold family Anne Curry Lee Hamilton Anita Ledoux. Chad Benaka Patty Dauich John Hanlon Joan Ledwith Art and Elaine Belanger Dennis-Yarmouth Regional High School Ann Harmone Michael Leighton Don Bells Jack Delaney Rev. Bernard Harris Deny a Levine- . Todd Bellone Zach DeLong Harwich United Methodist Church Virginia,Lewis Jim Bergquist Dept.of Transitional Assistance Vicki Hassett Rabbi Elias Lieberman,, Rev.Dr.Connie Bickford George Divita Kieran Healy LIFE, Inc Bob and Dorie Bicknell DiGiovanni family Jim Hegarty Lighthouse Christian-Fellowship + Lynne Bigelow Kevin Dill Paul Heher Corina Lima Dr. Michael Bihari Bill Dillon Ruth Hellfach Maureen Linehan Marie Blackburn Larry Dineen Andrew Henry Wendy Lithwin Daryl M. Bladen William Doherty Shirley Henshall Living Hope Family Church Sue Blair Don Donovan Heritage Christian Center Robert Livingstone Frederik and Dolores Bommer Cree Dorey Father Mark Hession Mary Loebig-Teehan "t John Boniface Sue Dorey Mike Hession Regina Lopes Ron Bourgeois Amy Dubin William Heuss Sharyn Loughton Bourne High School Kevin Dubois Marion Hobbs Janet Ludvigson Bourne United Methodist Church Marcy Dubois Joe Hoffman Barbara L•ussier Tommie Ann Bower Jeanne Durgin Jodi Hoffmaster Pat Lyons - Elayne Brigham Ted Eaton Russ Holden Jack Mack Dan and Pat Brightman Sean Edmonds Nefertiti Holliday Rob MacNamee Mary Broadhurst Mark Elliott Pastor Save Holly Scott Mailloux > Kenneth S.Brock Bob Enos Meaghan Homer Edgar Mangiafico } Dennis and Carolyn Brooks Jean Enright Pam Homer Claire Marchessault ? Rich Brothers Falmouth Academy Nancy Hooks John Marcoux Myriah Bruce Falmouth High School Gayle Horne Linda Martin f Kyle Brown Falmouth Housing Authority Hospice&Palliative Care of Cape Cod Rick Martin Jim Buckingham Mary E.Farley Celeste Howe Sandi Martin ` Alan Burt Federated Church of Orleans Joan Howe Teresa Martin Sarah Burrill Dr.C.T.Fetscher Terri Huff Matt Mason David Bussiere Elizabeth Finkleman Jeff Hyer Jessie Mazzur Derick Bussiere First Baptist Church of Hyannis Intuit Eclipse Enterprises Timothy J. McAuliffe Devin Bussiere First Congregational Church of Wellfleet Katherine Irlen Dan McCullough Jamie Callum First Light Church of Cape Cod Rich Iwasko Deborah McDivitt-Hayes Dottie Carroll First Lutheran Church Jean Jacques Cathy McGinnis Helen Campbell First Parish Unitarian/Universalist Church Jim James Shelly and Jay McMahon Judith and Kevin Campbell Cynthia Fiscus Jamous family Steven Melcher Cape Cod Academy William and Joyce Fisher Nilo Jardini Timothy Melcher Cape Cod Bible Alliance Church Margaret Flanagan Carol Jenney Jennifer Milewski Cape Cod Synagogue Rebecca Fluker John Wesley United Methodist Pastor Guy Miller Mellisa Carney-Getzie Janet Forfia Jean Johnson Mary Miller Vicki and Nathan Carr Bill and Myra Frain Rick Johnson Philip H.Mitchell Ginny and Bill Casey Peter L. Freeman Mary Joyce Betty Monroe Cataumet United Methodist Church Todd French Cyrus Kano Jim Montgomery `� ,• Mary Montgomery David and Claire Reid Steve Teehan G.Richard Weir Jack Moran Lorraine Reiley Betty Thompson Charlotte F.Warrick Diane Mota Joan Reis Isobel Thompson West Parish Congregational Dirck Moyer Mollie Reis Sharyn Thurber Church Margaret Mullin Rebecca C. Richardson Jerry Tierney Joseph Wetherbee Ann Munford Elise Rieger Patty Tracey Linda Wheelden Chantel Muniz Sallie Riggs-Corgan Gary E.Tratt Lois White Gerrit Murphy Arthur Rittel Samuel and Vivian Trotz Mildred White Mary Murphy Riverview School Cleon Turner Nan White Owen Murphy Brian Rixham Nancy Twichell Pat White Patrick Murphy Christina Roberts Claire Tyner Robert Wilkinson Peter Murray Beverly Robinson Unitarian Church of Barnstable Marianne E.Williams Sue Murray Jacob Roderick Unitarian Universalist Meeting Troy Williams Albert J. Narbonne Sean Roderick House of Chatham Una Williams National Lending Co. Ernest H. Rogers Chelsey Valentine Jim Wilson Nauset Regional High School Linda Rogers Ben Vaughan Robert and Janet Winter Nauset Regional Middle School Dan Rojay Laura Ventura Christopher D.Wise The New Church in Barnstable David Rojay David F.Wadsworth Dan Wolf Carol Norman Karen Rojay Diane Wadsworth Amy C.Wuolle North Falmouth Congregational Church Dorothy Royal Ginny Waight Tanya Yargent Northside Community Church Harriet Royal Maryann Walsh Yarmouth Friends Meeting Northside United Methodist Church Tiffany Rubner Anne M.Walther-Hayes Andy Young John Norton Edward and June Ruete Darin Weeks Robert Zibbell Sandra Novak Tom Russett Lisa Oakley Martin Ryan Jenanne O'Connell Nancy Ryan Karen O'Connor Carolyn Rzewski Joan and Paul O'Donnell St.David's Episcopal Church Brendan O'Reilly' St.Elizabeth Seton Church F Sarah O'Reilly St.Joan of Arc Sandy O'Shaughnessy St.John's Episcopal Church Osterville Baptist Church St.John the Evangelist Osterville United Methodist Church St. Mary's Episcopal Church Ruth Ouellette St.Michael the Archangel Orthodox Our Lady of Assumption Christian Church Our Lady of the Cape St. Peter's Episcopal Church Our Lady of Victory Parish St. Pius X ' John Pacitto Satin Fitness&Personal Training • Lynne Papetti Dorothy Savarese �! Bobbi Paradise Peter Scarafile t Cheryl Park Jackie Scarboro fy Richard W. Paul Lisa Schanwecker Harlan Pease Ruth J.Schroeder Carol Peecha Mary Schruckmayr Mary Penler Anne Scott Felicia R. Penn Adrienne Seigel Elizabeth Perks Christine Serani Anna Marie Peterson Deb Shea Pat Peterson Laura Shufelt Sarah Philbrook Vivian Siempos d� ` Pilgrim Congregational Church Rosa Simpson Charles Pisacano Anne Smith �! Meredith Pollard Rev.Bruce Smith Carol M. Porter Rev.Sandra Smith Jackie Powers Tara Smith Joan Powers South Bay Mental Health Lynne M. Poyant South Congregational Church Joe Prevost Connie Souza Patrick Princi Steve Sozanski Nancy B. Prindle Theresa B.Stebbins f' ' Helen Prothero Charlotte Stiefel Linda Puleo Sue Stinson �. Jan Pulit Barbara Stuart ` Marcia Raftery Sturgis Charter School Nancy Rago Denise Sullivan I PJ Rainwater Lisa Sullivan and family Mary C. Rapaport Sean Sullivan Sean Randall Mary Tamash Amy C.Reed Grace Tavares f Patrick Austin Carol McManus s Dolores Barbati-Poore Heather Meehan tt 5 s ^ Rita Barnett Lisa Meissner _ Ruth Bechtold-Imhof Carol Melcher Margaret Benaka Janice Miley Michael Berry Deadra Miller Kirby Bevans Kristen Mills �,�.,. Elizabeth Bolinder Janet Mott 's Amy Brigham Michelle Nickerson � - Richard Brigham Joseph N'Kunta " _ Thomas Brigham Susanne Norman Susan Buchan Jill Pareja ' Joan Buczek Pamela Parker s Liliann Burlingame Michelle Paul Deanna Bussiere Sean Pella . Janis Byers Regina Pereira ' Jenifer Callahan Lynne Perry Patricia Caron Ann Marie Peters } Margaret Chaffee Pam Philbrook Phillip Ciaverelli Frederic Presbrey _ Melissa Clements Patrick Princi ! Sun Lucy Collins Johnathan Quintal Sep Evelyn Colombo Ann Rebello 4 fg Deborah Converse Allison Reid O' I)(0 Nancy Crockan Allison Rice Jocelyn Croft Margaret Rieber - a� j c Arlene Crosby Anne Robertson Joseph DaLuz Brenda Rocklage I Livia Davis Laurel Ronayne 5 Nancy Davison Isaac Rosen Penelope Devaney Bart Rubin Diane DiBona Christina Russell Rosemary Dill Virginia Ryan a sti Jessica Edwards Marjorie Sanson Paula Farren Katrina Santos Deborah Galvin Tammy Schenk Dawn Gaudreau Kenneth Scipione Gisele Gauthier Ronald Simmons Carolann Gillard Kelly Smith t Hilary Greene Pamela Smith-Warner Ashley Hodges Yvonne Souza Anne Holmes Jeffrey Stranger Kathleen Hoyt Charyl Strew Paula Hudson Michael Sweeney Jill Hurley Bernardo Tellez y=' Kelvin Ing Annmarie Torrey Marc Israel Judith VanBuskirk Olivia Johnson Tara Wallace 5 Catherine Kelley Heidi Walter s j Thomas Kelliher Margaret Wass Thomas Kiernan Matthew Watson Laura Kiernan Brenda White r. . / Linda King Mildred White Pamela Krakowski Anne Williams sf ' Janet Leavitt Marianne Williams Ave Leonard Faith Woodcock John Magee Julie Wright Denise Magnett Greg Manning ` Rosemary McCoy _F - Joseph McLeish Judith McManamon J � t j - 1 irr Executive Committee Fundraising Advisory Council Development Advisory Edgar Mangiafico, President Margaret Benaka Committee Sallie Riggs,Vice President Rick Brigham Jack Delaney, Chair Bob Wilkinson,Vice President of Real Estate Thomas Brigham Michael Baker 1 Anne Walther Hayes,Treasurer Rich Brothers Gisele Gauthier Albert J. Narbonne,Jr., Clerk Deanna Bussiere Paul Lebel Joan Bassett Hilary V. Greene Jack Delaney Linda King Dorothy Savarese David Kirkwood G. Richard Weir Theresa Martin Y` Linda Nassar Lavin, Emeritus Philip Mitchell Dana's Fields Advisory Will Robin, Emeritus Linda Rogers i Committee Joseph Polcaro, Emeritus Amy Wuolle Andrew Young Neal Pratt, Chair Rev. Bruce Bardon Linda Brodeur Shirley Coe Business&Philanthropy Dale Forest ri Committee FSS Advisory Board Kelvin Ing Bob Johnson Kenneth Brock Mellisa Carney-Getzie Linda King Peter Freeman Paula George Frederic Presbrey Joseph P. Gatto Terri Huff Eileen Shaughnessy Lynne Holton Jacquie Scarborough Patrick Murphy Anne Scott Amy Reed Barbara Stuart G. Richard Weir Tara Wallace Am Wuolle " Christopher Wise Y Nominating Committee �+ Dan Wolf Amy Reed, Chair Lois Andr6 Phil Mitchell j Landlord Advisory Committee Sean Randall Constituent Committee Rebecca Richardson 1 Y Ronnie Bourgeois Joan Bassett Kieran and Joan Healy r Jim Bergquist Madeline Manchuk Amy Dubin Richard Paul C.Tim Fetscher Charles and Margo Pisacano Homelessness Prevention Maggi Flanagan Maryann Walsh Committee Maureen Linehan P.J. Rainwater Dolores Barbati-Poore Connie Souza Joan Bassett Mellisa Carney-Getzie Maggi Flanagan Alice Lopez Terry Stebbins Finance Committee Edgar Mangiafico, Chair Joseph McLeish .----- Frederic Presbrey Michael Sweeney Ann Walther Hayes 'Q or Personnel Committee SPA Sallie Riggs, Chair Michael Sweeney � C' I T ' Anne Walther Hayes OU T'FOR Consumer Education Department Cape Home Ownership Center • Homeownership Education & Counseling • Reverse Mortgage Counseling • Foreclosure Prevention Counseling • Down Payment & Closing Costs Assistance Cape Community Real Estate • Realtors • Wait List for Affordable Homeownership • Marketing & Conducting Affordable Housing Lotteries • Monitoring Homeownership Developments Energy and Repair Department. • Cape Light Compact Efficiency Program • Weatherization • Keyspan Gas Program Heartwap • Existing Homeowner Rehabilitation Assistance Program • Get the Lead Out Family Housing Services r • Angel House • Carriage House • Village at Cataumet • TIP & Barnstable County Pilot • Housing Assistance Program • Project Prevention County • Housing Settlement Program ti Housing Development Department Individuals Department ' Chase House • NOAH • Kit Anderson House Operation In from the Cold • Mobile Resource Team 3 Individuals Prevention • Social Purpose Enterprises • Dana's Fields t' • CAC Safe Harbor I • 6th Ave • Y Initiative • Property Maintenance Leased Housing Department • Housing Choice Voucher Program • Shelter Plus Care • State-funded Subsidies HOUSING • JOBLink • Family Self Sufficiency ASSISTANCE • Project-Based Assistance MCORPORATION on Cape Cod HOUSING ® ASSISTANCE CID CORPORATION on Cape Cod 460 West Main Street Hyannis, MA 02601 phone: (508) 771-5400 (877) 852-9317 fax: (508) 775-7434 email: hac@haconcapecod.org www.haconcapecod.org Program Locations Angel House ( 309 South Street, Hyannis, MA y Bryan P. Chase House 87 Winter Street, Hyannis, MA Carriage House c. 294 Old Main Street, N Falmouth, MA NOAH Center f 77 Winter Street, Hyannis, MA 6 r The Village at Cataumet 1252 Route 28A, Cataumet, MA MMI to oil ,�� Housing m. _ ALA a f� _ _ ,_• ���. # �i !4 t 4 TABLE OF CONTENTS 1. Application and Memorandum 2. Project Eligibility Letter- Massachusetts Department of Housing and Community Development(DHCD) 3. 21 E Site Assessment 4. GIS Plan of neighborhood 5. Request for Waivers 6. Development and Operating Proforma 7. Site Plan Description 8. Reduced Site Plans, including Pre- and Post-Development Drainage Area Maps 9. Reduced Building Plans 10. HAC Documents Separate documents ■ Full size Site Plans ■ Full size Building Plans Page 7 of 7 BARMUBM TOWN OF BARNSTABLE 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: A(6411)"le ,Phone: '77,F—7,S_Sr Applicant Address: L-w U /_ ) G7/h Fax: 7 71-61 73 Applicant Status: (Check one) [ ] Public Agency [y Non-Profit Organization [ ]Limited Dividend Corporation • Attachment -Attach Documentation of Applicant Status Subsidizing Agency: /� f P f/ 11'tUS / ¢ (J/ Ale Subsidy Program: Attachment B-Attach Agency Commitment Letter Property Location: :2f J / G� /� ` C' Property Owner: 22)Lze 61 ,Phone: Address of Owner: Attachment C.-Attach Documentation of Applicant's Interest or Ownership in the Property Assessor's Map/Parcel Number: 5 0( iK Zoning District: Number of Years Owned: Groundwater Overlay District: Attachment D-Property Location Map with 300-Foot Abutter Ring Existing Level of Development of the Property-Number of Buildings: (if applicable) Present Use(s): Gross Floor Area: sq.ft. Attachment E-Existing Conditions Property Survey Applicant's interest-if owned-attached copy of recorded deed(s),if under contract attached copy of all Purchase&Sales Agreement Name of Proposed Development: �A I e S 7 / i 11.ns lJ/e. e S - A Short Project Description2: 't • Le Attachment F-Project Description/Narrative Attachment G-Project Site Plan and Architectural Plan(s) Attachment H-Project Financial Proforma I Attachment I-List of all public agencies, boards and Commissions who's review and approval would normally be i required of the project and for which the applicant is seeking variance, waivers and approval from the Zoning Board of Appeals 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: PL�f/ G 71?eI1, a17 ,Phone: s� 7 76 -SWO Address: 6 ? 51WeJLd P—d - Sulk 3 Fax: .V15 - 7 J.I-9168 Applicant's Engineer: Miq,-5 tee/ 1z11 {der 61otI42 ,Phone: 5��� �33 �o�U • Address: 9y 12Oy�e Call Fax: S_bg- ELS /R) Sued wl Gyt rV0 6 zT&3 Q I Applicant's Architect: W t �PiPhone: SZ j Address: 204 !A/// L_) Fax: SD8 3&a Attachment I-Develo� srPrrbl�t'v arretrve'of Developeas experience and qualification to successfully complete project I I Signature: Date: Applicant's or Representative's Signatur Representative's Address: 460 kA-7k,- SR_ Phone: -,/ Fax No.: IS-- 71U4 ' • Z 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. r bsa Town of Barnstable Zoning Board of Appeals Agreement to Extend Time Limits for Holding of a Public Hearing on a Comprehensive Permit In the Matter of f S+ IJat yjS CO t PC ,the Applicant(s),and the Zoning Board of Appeals,pursuant to Mass. General Laws,Chapter 40B,Section 21,agree to extend the required time limits for holding of a public hearing on this application fora Comprehensive Permit for a period of 90 days beyond that date the hearing was required to be held. In executing this Agreement,the Applicant(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. • Applicant: koks,� S4 S56TQ--NCe CO•-� Zoning Board: Signature: Signature: Applicant or Applicant's Representative Chairman or Acting Chairman Print: hLLNA%�e` Sw�eevP j Print: Date: 7,,-c ZI 2,00C- Date: Address of Petitioner(s)or Petitioner's Representative Co-e b, VA(Al-& S`T< Zoning Board of Appeals Office v�1S . �1 to d21e6! 200 Main Street,Hyannis,MA 02601 Phone(508) 862-4685 Fax(508)862-4725 Note: Only one(1)original copy is required of this form • cc: Town Clerk Applicant File • MEMORANDUM AND REQUEST FOR WAIVERS West Barnstable Communities—Site A—Route 132 1. INTRODUCTION: M.G.L. Chapter 40B, SS 20-23 ("the statute") This case is an application pursuant to M.G.L. Chapter 40B, Section 21 for a Comprehensive Permit for development of 14 buildings consisting of 28 two- and three-bedroom family townhouses to be used as affordable rental housing. The proposed project is sponsored by Housing Assistance Corporation. Our goal is to provide 100% (28) of the units to households with incomes at or below 60% of the area median income. The housing is being developed pursuant to the Low Income Housing Tax Credit program ("LIHTC") through the Department of Housing and Community Development. The rents for the units will be affordable to those earning 60% of median family income. Participation in the LIHTC program qualifies the housing as "low and moderate income" housing as defined in the statute. The statute essentially creates a state mandate to local cities and towns to allow the construction of low and moderate • income housing that requires relief from otherwise applicable local requirements and regulations, including but not limited to zoning by-laws, subdivision rules and regulations, and local Board of Health and Conservation Commission regulations, when there is a substantial need for low and moderate income housing. Rather than applying to the various local boards and departments for otherwise applicable permits, the applicant applies only to the Zoning Board of Appeals for a "Comprehensive Permit." A Zoning Board of Appeals can insist on full compliance with all such local requirements and regulations only if they are, in the words of the statute, "consistent with local needs." They will be considered "consistent with local needs" if they are reasonable taking into account "the regional need for low and .moderate income housing considered with the number of low income persons in the city or towns affected and the need to protect the health or safety of the occupants of the proposed housing or of the city or town, to promote better site and building design in relation to the surroundings, or to preserve open space." The statute goes on, in section 20, to define certain minimal thresholds of low or moderate income housing that, if not attained in a city or town, would cause the local rules and Page 1 of 7 regulations to automatically be treated as not consistent with local needs, unless the town can • prove that the planning, health, and safety concerns outweigh the regional housing need. The Town of Barnstable falls short of the minimum: the percentage required in terms of number of housing units is 10%; Barnstable has 6.8% (based on DHCD June 2006 Subsidized Housing Inventory). The Applicant believes, for all the reasons hereinafter set forth, that the project meets the standards for a Comprehensive Permit under the statute, and that it will be an asset to the town and will help provide truly needed affordable housing to families on Cape Cod. 2. STANDING AND STATUS (a) Organizational Status of Applicant In order to apply for a Comprehensive Permit, an applicant must either be a limited dividend organization, a non-profit organization, or a public entity. See 760 CMR 31.01 (1)(a). The Applicant is a non-profit organization, under M.G.L Chapter 180 (see copy of Articles of Organization attached hereto). Therefore, pursuant to the statute and the regulations, the • Applicant is an eligible applicant for a Comprehensive Permit. (b) Control of the Land The land is owned by the Town of Barnstable. The Applicant was designated by the Town of Barnstable as the developer through a Request for Proposals process, and the Town Council has approved the execution of a ground lease between the Applicant and the Town. Thus, the Applicant has control of the land, as required by the regulations, 760 CMR 31.01 (1)(c). (c) Site Acceptability As stated above, the Applicant will be developing the property under the Low Income Housing Tax Credit Program. The Applicant has received a Project Eligibility Letter dated June 19, 2006 from the Massachusetts Department of Housing and Community Development, • Page 2 of 7 • attached hereto. Therefore, the Applicant fulfills the requirement of 760 CMR 31.01 (1)(b) that: "The project shall be fundable by a subsidizing agency under a low and moderate income subsidy program." See 760 CMR 31.01 (2), which states: "Fundability shall be established by submission of a written determination of Project Eligibility (Site Approval) by a subsidizing agency...." Thus, the project complies with the regulations concerning fundability by a subsidizing agency. Therefore, based on (a), (b), and (c) above, the Applicant meets the jurisdictional requirements of the statute and the regulations and has standing before the Board of Appeals. 3. DESCRIPTION OF THE PROJECT a.) Applicant's Background. Since 1974 the mission of Housing Assistance Corporation has been to build a community on Cape Cod where everyone has a safe, stable and decent place to live. To that end, • HAC has developed a continuum of housing programs that range from sheltering to permanent housing development. A brief description of HAC is attached in Section 9. As is typical of low income housing tax credit projects, at the time of construction a newly formed limited liability company of which Housing Assistance Corporation is a member will develop the property. This is consistent with the"Assignment" section of the ground lease. b.) Physical Characteristics. The locus is a 6.4 acre+/- site, on Route 132 in West Barnstable. The entire site is zoned RF Residential District. The land is presently undeveloped. The proposed project will consist of 14 buildings, all duplex townhouses with 2- and 3-bedroom units. The buildings will be connected to the Town's water supply. The project will be served by an on-site, underground septic system under Title V, with advanced denitrification. The project is not located within a wetlands resource area, or buffer zone, and there are no known environmental issues, as is evidenced by the Horsley Witten Group's Phase 1 • Page 3 of 7 Environmental Site Assessment dated March 22, 2006 (attached). The site is heavily wooded • with a hilly topography. The soil has been tested and deemed suitable for the proposed development. A drainage system with catch basins and bio-retention facilities has been incorporated into the site design. c.) Description of surrounding area. i The site abuts the Cape Cod YMCA and the Cape Cod Conservatory, and is located across Route 132 from Cape Cod Community College. Also attached hereto is a copy of the GIS map showing the streets, lots and buildings in the surrounding area. d.) Affordability. As stated above, the affordable units will be rented to households at or below 60%of area median income under the Low Income Housing Tax Credit(LIHTC) program. Based on present figures, this would mean that for a family of four, the maximum annual income for the eligible family would be approximately$43,020. The Applicant, in accordance with the LIHTC rules and regulations, intends to rent the affordable units at approximately$805 for a 2-bedroom and $925 • for a 3-bedroom, thus allowing those with incomes of 60%or less of the area annual median income to qualify. The incomes for all households will be recertified each year in compliance with the LIHTC program. As stated above, the Applicant will enter into the appropriate DHCD Regulatory Agreement, under the Low Income Housing Tax Credit Program, which will reference the above. To the extent allowed by law, the Applicant is willing to adopt a Local Preference plan for up to 70%of the affordable units. • Page 4 of 7 • e.) Impacts. Given the lack of wetlands or other environmental issues, and the compatibility of the proposed development with the surrounding neighborhood, there are relatively few impacts on the area. The largest impact of this proposal will be helping to address the huge shortage of affordable, safe rental housing opportunities in Barnstable and all of Cape Cod. The Applicant believes that this will be a large benefit to the Town of Barnstable, as evidenced by the Town's RFP issued on August 23, 2004 and by the fact that the town has selected Housing Assistance Corporation to develop this property. 4. REQUEST FOR WAIVERS FROM LOCAL BY-LAWS, RULES AND REGULATIONS The Applicant seeks waivers from the Barnstable local by-laws, rules and regulations, as ashown on the attached Request for Waivers. This includes, but is not limited to, relief from the Old Kings Highway Regional Historic District requirements, Conservation Commission requirements, Town of Barnstable Growth Management Ordinance, and from any requirement to obtain separate approval for municipal water hookup from the West Barnstable Water District. The Applicant further seeks waivers from any requirements to pay any fees related to the development of this project, including but not limited to fees for building permits, Department of Public Works and/or Board of Health permits, and the filing fee to the Board of Appeals; and from any requirement to post a bond or cash or covenant in connection with the road and utility development; and further, the Applicant asks that the Comprehensive Permit be issued in lieu of all of the aforementioned permits, inclusively. The applicant also seeks waivers from the applicability of such other sections of the Zoning By-laws, Planning Board Rules and Regulations, and/or such other local by-laws, rules and regulations that would otherwise be applicable to this development. - I Page 5 of 7 CONCLUSION • This proposal is the result of the Applicant's effort, in response to the Town's Request for Proposals, to come up with a housing development that is economically feasible while still providing affordable rental housing under the Low Income Housing Tax Credit program. It is a proposal that is compatible with the neighborhood, is not harmful to the environment, and will provide much needed affordable housing to families. For the above reasons, the Applicant believes that the Board of Appeals should grant the relief requested and issue the Comprehensive Permit pursuant to the application. Respectfully submitted, Housing Assistance Corporation By its attorney, Dated: June 28, 2006 Peter L. Freeman Freeman Law Group 1597 Falmouth Road— Suite 3 Centerville, MA 02632 508-775-5010 Fax: 508-775-9105 Page 6 of 7 I w �► • Commonwealth of Massachusetts DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT Mitt Romney,Govemor ♦ Kerry Healey;U.Govemor ♦ Jane Wallis.Gumble,Director M f�y June 19, 2006 Amy Anthony Housirig Investments, Inc. 40 Court Street, Suite 650 Boston, MA 02108 Rick Presbrey Housing Assistance Corp. 460 West Main Street Hyannis,MA 02601 RE: West Barnstable Rental Communities- Barstable ARIA 1t Dear Aiony resbrey: • I am pleased to infoand you that your application for site eligibility determination for the proposed West Barnstable Rental Communities project located in Barnstable, Massachusetts, has been approved under the Lover Income Housing Tax Credit(LIHTC)program. The property is located at Iyannough Road(Rte 132) and Route 149, Barnstable, Massachusetts. This approval indicates that the proposed plan for 40 units, all of which are affordable, will consist of 12 one-bedroom units, 18 ttvo-bedroom units, and 10 three- bedroom units and the rental structure as described in the application is generally consistent with the standards for affordable housing to be included in the commuriity's Chapter 40B affordable housing stock. This approval does not constitute a guarantee that LIHTC funds will be allocated to the West Barnstable Rental Communities project. It does create a presumption of fundability under 760CMR 31.01, and permits Housing Investments, Inc. and Housing Assistance Corp. to apply to the Barnstable Zoning Board of Appeals to seek a comprehensive permit. As part of the review process the Department of Housing and Community Development has made the following findings: 1. The proposed project appears generally eligible under the requirements of the Low Income Housing Tax Credit program. 2. The Department of Housing and Community Development has performed an on-site inspection of the proposed West Barnstable Rental Communities project. • 3. The proposed housing design is appropriate for the site: 4. The proposed project appears financially feasible'in the context of the Barnstable housing market. 100 Cambridge Street,Suite 300 wwNv.mass.gov/dhcd m r 1 n 617.573.1100 DHCD Site Eligibility Determination 5. The initial proforma for the project appears financially feasible on the basis of estimated • development costs. 6. Housing Investments, Inc. and Housing Assistance Corp., meet the general eligibility standards of the Low Income.Housing Tax Credit program. 7. hi addition, during the review period, DHCD received the attached comments from the town of Barnstable. The proposed West Barnstable Rental Communities project will have to comply with all state and local codes not specifically exempted by a comprehensive permit. In applying for a comprehensive permit, the project sponsor should identify all aspects of the proposal that will not comply with local requirements. If a comprehensive permit is granted, construction of this project may not commence without approval of a final project application and an award of LIHTC funds by the Department of Housing and Community Development(DHCD). This site eligibility determination letter is not transferable to any other project sponsor or housing program without the express written consent of DHCD. This letter shall expire two years from this date, or on June 19, 2008, unless a comprehensive permit has been issued,DHCD funding has been awarded, and construction has begun. We congratulate you on your efforts to work with the town.of Barnstable to increase its supply of • affordable housing. Sincerely, V ' Jane allis Gu e Director Page 2 of 3 l� i �_ y . � I 1 1 I �. I �J c i ! � �,. Horsley Witten Group Sustainable-Environmental Solutions p , 90 Route 6A Sandwich,MA • 02563 ...d Phone-508-833-6600 Fax.-508-833-3150 www.hoisleywitten.con . -..�--. Phase -- Environmental Site Assessment j Map-215, Parcels 020 and 028 West Barnstable, MA .3 March 22, 2006 •w . . . Prepared for: Ho' ing.Assistance Corporation 460 West Main Street Hyannis, MA TABLE OF CONTENTS FOR • PHASE I ENVIRONMENTAL SITE ASSESSMENT ASSESSOR'S MAP 215,PARCELS 020 AND 028 WEST BARNSTABLE,MASSACHUSETTS Page, EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 2 1.1 Purpose and Scope of Work 2 2.0 PROJECT LOCATION/DESCRIPTION 3 2.1 Site Location and Description 3 2.2 Utilities Serving the Site 4 2.3 Environmental Setting 4 2.3.1 Topography 4 2.3.2 Soils/Geology 4 2.3.3 Hydrology 4 2.3.4 Wetlands 4 2.3.5 Surface Water Bodies 4 2.3.6 Flood Plains 5 2.3.7 Potential for Radon Gas 5 3.0 SITE INVESTIGATION 5 3.1 Field Observations 5 4.0 RECORDS REVIEW 6 4.1 Federally-Listed Sites 6 4.1.1 CERCLIS and NPL 6 4.1.2 RCRA Hazardous Waste Generator Files 6 4.2 State-Listed Sites 6 4.3 Underground Storage Tanks 7 4.4 Previous Investigations/Assessments 7 4.5 Results of Site History/Land use Review 7 4.5.1 Chains of Title 7 5.0 CONCLUSIONS 8 6.0 CONTACT LIST 9 7.0 LIMITATIONS 10 1 ' FIGURES Figure 1: Locus Map Figure 2: Map 215,Parcels 020 and 028 Figure 3: Historic USGS Quads APPENDICES Appendix A: Site Photographs t Appendix B: First Search Environmental Report i EXECUTIVE SUMMARY PHASE I ENVIRONMENTAL SITE ASSESSMENT Assessor's Map 215, Parcels 020 and 028 West Barnstable, Massachusetts 02668 The Horsley Witten Group, Inc. (HW)has completed this Phase I Environmental Site p Assessment documenting conditions of the 7.2-acre property located at Map 215,Parcels 020 and 028, West Barnstable, Massachusetts(the Site). The entire property is currently undeveloped and heavily wooded. The Site abuts the existing Cape Cod YMCA and the Cape Cod Conservatory located on the west side of Route 132, across from the Cape Cod Community College. The Site can be accessed by a dirt path located at the southwestern corner of the YMCA parking lot. The path continues for approximately 750 feet along the western border of the property. Other than the path,the Site is heavily wooded. The Site topography is rolling to hilly, with slope gradients of 3-35%, and is rocky, reflecting the area's glacial moraine origin. Elevation ranges from approximately 100 feet above mean sea level to 150 feet above mean sea level. No wetlands, vernal pools, or other surface water features were observed on the property during HW's site visit. Based on our review, the property has never been developed. Storage tanks for petroleum products or hazardous materials were not observed at the Site during HW's inspection. The West Barnstable Fire Department does not have any information on record pertaining to underground storage tanks (USTs) or aboveground storage tanks on the Site. Research completed at the Barnstable Town offices, the DEP, and an on-line database does not indicate any past release of oil and/or hazardous materials (OHM) at the Site. There are three Massachusetts Departments of Environmental Protection (DEP) listed release properties within one mile of the subject Site. Based on the distance and direction of these properties from the subject Site and the response actions that have been I completed, they do not appear to have impacted the subject Site. Based on HW's review and interpretation of reasonably ascertainable information, ' observations made during our Site reconnaissance, and interviews with Site contacts, this i study has not revealed any indication of"recognized environmental conditions"(as defined in Section 1.1 of this report) in connection with this Site. Environmental Site Assessment . Horsley Witten Group, Inc. Map 215,Parcels 020 and 028 March 22,2006 fWest Barnstable,Massachusetts 02668 Page 1 V P%6020 ILkC-YMCA-Lombard,ReportS;Y .1CA 21.E.due r: ii PHASE I ENVIRONMENTAL SITE ASSESSMENT Assessor's Map 215, Parcels 020 and 028 West Barnstable,Massachusetts 02668 1.0 INTRODUCTION The Horsley Witten Group,Inc. (HW)has prepared this report on behalf of the Housing Assistance Corporation. This report documents a Phase I Environmental Site Assessment (the Study) of the properties located at Map 215,Parcels 020 and 028, West Barnstable, Massachusetts(the Site). The study was performed in general accordance with the guidelines set forth in the American Society for Testing and Materials (ASTM) publication E1527-05, ASTM Standards for Environmental Site Assessments: Phase I Environmental Site Assessment Process (2005). HW's evaluation of the Site was performed using standard protocols and technical p g judgment within the scope of services of this assignment. Conclusions and/or opinions are based on the conditions observed at the time of our site visit. Past conditions that could not be observed were established based on reasonably available and attainable documents and accounts from personnel contacted. 1.1 Purpose and Scope of Work P P The objective of the study was to identify recognized environmental conditions associated with both the present use of the property, the physical conditions of the buildings and adjacent grounds, and present operational practices. ASTM Publication E 1527-05 defines recognized environmental conditions as: "The presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products into structures on a property or into the ground, groundwater, or surface water of the property." Opinions regarding recognized environmental conditions at the Site are based upon the work described herein. The following Phase I Scope of Work was.completed during this site assessment: e Site reconnaissance to observe and document present conditions at the Site and the portions of abutting properties visible from the Site for indications of recognized environmental conditions; . • Reconnaissance of the general vicinity of the Site, within approximately a 500- foot radius of the Site, for indications of recognizable environmental conditions Environmental Site Assessment Horsley Witten Group, Inc. Map 215,Parcels 020 and 028 March 22,2006 West Barnstable,Massachusetts 02668 Page 2 J:':.6020.HAC-Y"MCr.1-l..ombard`;R.eports�:Y,MC::A_'.I.E.doc • (i.e., potential off-site contaminant source areas); • Interviews with the designated Site contact to help document current and former operations and uses of the Site; • Review of available environmental reports and other relevant documents regarding previously conducted-assessments and/or investigations of the Site; • Review of relevant federal and state regulatory files, records, and databases to identify reported and recognized environmental conditions at and surrounding the Site; • Contact with local regulatory agencies to request information regarding the environmental and regulatory history of the Site; • General review of environmental conditions including geology, hydrology, topography,wetlands, flood plains; and • Preparation of this report to summarize the findings of the study and make recommendations for any further actions (if necessary). 10 PROJECT LOCATION/DESCRIPTION 2.1 Site Location and Description The Site is designated and defined by the Barnstable Assessor's Department as Map 215, Parcels 020 and 028, West Barnstable, Massachusetts. Refer to Figures 1 and 2 for the regional location and general layout of the Site, respectively. Combined,both parcels comprise approximately 7.2 acres. The entire property is currently undeveloped and heavily wooded. The Site abuts the existing Cape Cod YMCA and the Cape Cod Conservatory located on the west side of Route 132, across from the Cape Cod Community College. The Site can be accessed by a dirt path located at the southwestern corner of the YMCA parking lot. The path continues for approximately 750 feet along the western border of the property. Other than the path, the Site is heavily wooded. The Site topography is rolling to hilly, with slope gradients of 3-35%, and is rocky, reflecting the area's glacial moraine origin. Elevation ranges from approximately 100 feet above mean sea level to 150 feet above mean sea level. No wetlands, vernal pools, or other surface water features were observed on the property during HW's Site visit. tEnvironmental Site Assessment Horsley P Witten Group, Inc. Map 215,Parcels 020 and 028 March 22, 2006 West Barnstable,Massachusetts 02668 Page 3 J:;602(1.HAC-YMCA-I..o-mbarJ`:P,-eporLs!:Y.%C.I A 21.E.doc • Based on our review, the property has never been developed. Storage tanks for petroleum products or hazardous materials were not observed at the Site during HW's inspection. The West Barnstable Fire Department does not have any information on record pertaining to USTs or aboveground storage tanks on Site. 2.2 Utilities Serving the Site There are no utilities serving the Site. 2.3 Environmental Setting 2.3.1 Topography The Site topography is rolling to hilly, with slope gradients of 3-35%, and is rocky, reflecting the area's glacial moraine origin. Elevation ranges from approximately 100 feet above mean sea level to 150 feet above mean sea level. 2.3.2 Soils/Geology According to the U.S. Department of Agriculture Soil Conservation Service's Soil Survey of Barnstable County, Massachusetts (March, 1993), soils underlying the Site are classified as Plymouth-Barnstable complex,rolling to hilly and very bouldery. These rolling to steep, very deep, excessively drained soils are on hills and ridges and on side tslopes of moraines. Stones and boulders cover 1 to 3 percent of the surface. Slope ranges from 3 to 35 percent. 2.3.3 H dy rology According to the Massachusetts Geographic Information Systems (MassGIS) Groundwater Contour datalayer, the groundwater table is approximately 30 to 35 feet below the ground surface and the apparent groundwater flow direction is towards the northeast. 2.3.4 Wetlands No wetlands were observed on the Site. According to the MassGIS Wetland Types datalayer, the Site is designated as upland, and the nearest wetland is associated with Garretts Pond, located approximately 1,700 feet northeast of the property boundary. I 2.3.5 Surface Water Bodies The nearest surface water body is Garretts Pond, which is located approximately 1,700 • feet northeast of the property. Environmental Site Assessment Horsley Witten Group, Inc. Map 215,Parcels 020 and 028 March 22,2006 West Barnstable, Massachusetts 02668 Page 4 T:\6020.HAC-YMCA-Lombard'Reports;YN CA 21E.doc 2.3.6 Flood Plains According to the MassGIS FEMA Flood Data datalayer, the Site is located in'a Zone X, an area that is determined to be outside the 100 and 500 year floodplains. 2.3.7 Potential for Radon Gas According to a U.S. Environmental Protection Agency(EPA) web site (http://www.epa.gov/iag/radon/zonemM/zmapp2l.htm), Barnstable County is considered to have a moderate potential for the presence of indoor radon gas with the most common concentration range being 2 picoCuries per liter(pCi/L) to 4 pCi/L. 3.0 SITE INVESTIGATION On February 23, 2006, Courtney Foss of HW met with Site contact Meg Chaffee from Housing Assistance Corporation and performed a site investigation. The purpose of the site investigation was to observe features and conditions at and immediately surrounding the Site,with particular focus on those areas that may indicate the likelihood of a hazardous substance or petroleum product release. • 3.1 Field Observations The Site abuts the existing Cape Cod YMCA and the Cape Cod Conservatory located on the west side of Route 132, across from the Cape Cod Community College. The Site can be accessed by a dirt path located at the southwestern corner of the YMCA parking lot. The path continues for approximately 750 feet along the western border of the property. Other than the path, the Site is heavily wooded. The Site topography is rolling and hilly, with slope gradients of 3-35%, and rocky, reflecting the area's glacial moraine origin. Elevation on the Site ranges from approximately 100 feet above mean sea level to 150 feet above mean sea level. No wetlands, vernal pools, or other surface water features were observed on the property during HW's Site visit. i There was no indication of a release of OHM observed at the time of the site visit. Copies of photos of the Site are included as Appendix A. I • t Environmental Site Assessment Horsley Witten Group, Inc. Map 215,Parcels 020 and 028 March 22, 2006 West Barnstable,Massachusetts 02668 Page 5 J:\6020.HAC:'-Y MC;A-I...oml.)ard`iR.eportsCYiiN-tC.;A. 2I.Edoc i• 4.0 RECORDS REVIEW To evaluate environmental conditions at and abutting the Site, a number of federal, state, and local information sources were reviewed. Initially, screening of regulatory records was conducted by obtaining an Environmental FirstSearchTM Report from the New England Datamap Technology Corporation. A copy of this FirstSearchTM Report is included as Appendix B. The report included a review of the Federal Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) List, the National Priorities List (NPL), and the Resource Conservation and Recovery Act(RCRA) files for sites within ASTM-designated radii of the Site. HW staff performed a review of the available files located on the DEP website and also conducted research at the Barnstable Town Hall. 4.1 Federally-Listed Sites 1 4.1.1 CERCLIS and NPL Information concerning CERCLIS sites and NPL sites is primarily maintained by the • EPA. CERCLIS is the EPA's program for tracking potential hazardous waste sites under the federal Superfund program. NPL sites are confirmed disposal sites targeted for cleanup under the Superfund program. The area within a 1.0-mile radius of the Site was searched for sites classified as NPL, and the CERCLIS database was searched for sites I within a 0.5-mile radius of the Site. Based on a review of the most recent NPL and CERCLIS listings obtained from FirstSearchTm dated March 1, 2006, there are no sites located within the designated radius of the Site. 4.1.2 RCRA Hazardous Waste Generator Files No licensed RCRA hazardous waste generators were listed within 0.25 mile of the subject Site. 4.2 State-Listed Sites j t i HW staff reviewed information from FirstSearchTM and the DEP web site to gather information on the subject Site and/or properties near the Site that have had documented releases of OHM. Information available upon request from the DEP included Release Tracking Number(RTN) files and MassGIS maps. Two of the release sites are located near the subject Site. Details are as follows. Facility No. 133, Route 132 and Route 6, Barnstable MA. 590-0727 4-0012670. This • site is located approximately 0.40 miles southeast of the subject Site. There were records Environmental Site Assessment Horsley Witten Group, Inc. Map 215, Parcels 020 and 028 March 22, 2006 West Barnstable, Massachusetts 02668 Page 6 J:'%6020.[IAC-YMCA-Lombard'-.Repo.rts",:YLN3CA 2I.C.doc I i � of at least two releases at this site. One release was reported on October 2, 1990 and details were limited to noting a release of petroleum, a second reportable release took � place on November 11, 1996: A Class A2 Response Action Outcome (RAO) was !7. submitted on November 14, 1997, a permanent solution has been achieved but contamination has not been reduced to background. Based on the distance and direction of these properties from the subject Site, and the response actions that have been completed, they do not appear to have impacted the subject Site. According to sources reviewed for this report, other disposal sites in the area have either been minor spills, adequately remediated or mitigated, or are a sufficient distance away such that they should not pose a significant threat to the subject site. Research completed at the Barnstable Town offices and an on-line database has not indicated any past release of OHM at the Site. 4.3 Underground Storage Tanks According to the West Barnstable Fire Department, Barnstable Health Department and tBarnstable Town Clerk's office, there are no records of USTs or aboveground storage tanks on the Site. 4.4 Previous Investigations/Assessments During the course of the study, HW staff did not find records of previous environmental investigations performed at the Site. 4.5 Results of Site History/Land Use Review Historical Sanborn Fire Insurance maps were not available for this area. Readily available records related to the past and present use of the Site and the vicinity, as well as historical USGS topographic maps and aerial photographs, were reviewed at the Barnstable Town Offices. Additional information was obtained during HW's Site investigation. Refer to Section 3.0 for details. 4.5.1 Chains of Title Chains of title were established based on information from residential property field cards obtained from the Barnstable Assessor's Department as well as the Barnstable County's Registry of Deeds website. A list of owners and transactions follows: The Cape Cod YMCA Association Inc. bought the property from Helen E. George on May 15, 1988. No other information pertaining to previous ownership was found during HW's Site research. • Environmental Site Assessment Horsley Group,Witten G Inc. P� Map 215,Parcels 020 and 028 March 22, 2006 E West Barnstable, Massachusetts 02668 Page 7 J:`:.6020 21E,doc • --------- The general area has been developed since the 1940's (See USGS 1942 Quad in Figure 3). The following details were obtained from residential property field cards at the Barnstable Assessor's office as well as records on file at other departments at the Barnstable Town Hall: Assessor's Office The property is defined by the Barnstable Assessor's Department as Map 215, Parcels 020 and 028 and includes approximately 7.2 acres. According to the Town of Barnstable property field card, the current owner is the Cape Cod YMCA. Health Department ' No records pertaining to the Site were available at the Barnstable Health Department. Plannin Zoning Department The Site is located in a residential zoning district. ' r Engineering Department No records pertaining to the Site were available at the Barnstable Engineering Department. Fire Department Accordingto the West Barnstable stable Fire Department, there are no records of USTs or aboveground storage tanks for the Site. There are no permits for tank removals on Site or I records of spills of hazardous materials. f Building Department The Barnstable Building Department has no records pertaining to the Site. 5.0 CONCLUSIONS HW has completed this Phase I Environmental Site Assessment to document conditions located at Map 215, Parcels 020 and 028 in West Barnstable, Massachusetts. The entire property is currently undeveloped and heavily wooded and consists of approximately 7.2 acres. • Environmental Site Assessment Horsley Witten Group,Inc. Map 215,Parcels 020 and 028 March 22, 2006 West Barnstable, Massachusetts 02668 Page 8 J:\6020 HAC-YMCr1-I_ombard`,Reports`\.YMCA. 21.1:.doc i i • The Site abuts the existing Cape Cod YMCA and the Cape Cod Conservatory located on the west side of Route 132, across from the'Cape Cod Community College. The Site can be accessed by a dirt path located at the southwestern corner of the YMCA parking lot. The path continues for approximately 750 feet along the western border of the property. Other than the path, the Site is heavily wooded. The Site topography is rolling to hilly, with slope gradients of 3-35%, and rocky, reflecting the area's glacial moraine origin. Elevation ranges from approximately 100 feet above mean sea level to 150 feet above mean sea level. No wetlands, vernal pools, or other surface water features were observed on the property during HW's Site visit. Based on our review, the property has never been developed. Storage tanks for petroleum products or hazardous materials were not observed at the Site during HW's inspection. The West Barnstable Fire Department does not have any information on record pertaining to USTs or aboveground storage tanks on Site. There are three DEP-listed relea se properties located within one mile of the subject Site. Based on the distance and direction of these properties from the subject Site and the response actions that have been completed, they do not appear to have impacted the subject Site. Research completed at the Barnstable Town offices and an on-line database has not indicated any past release of OHM at the Site. . ASTM defines a recognized environmental condition as: "the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicated an existing release, a past release, or a material threat of a release of any hazardous.substances or petroleum products into structures on a property or into the I ground, groundwater, or a surface water of the property." Based on HW's review and interpretation of reasonably ascertainable information, observations made during our Site reconnaissance, and interviews with Site contacts, this study has not revealed any indication of"recognized environmental conditions"in connection with this Site. 6.0 CONTACT LIST Site Contact Ms. Meg Chaffee, Housing Assistance Corporation Town of Barnstable Local Offices. • Assessing Department • Board of Health • Planning Department • Building Department • a Environmental Site Assessment Horsley Witten Group, Inc. Map 215, Parcels 020 and 028 March 22, 2006 West Barnstable,Massachusetts 02668 Page 9 J:;(i020.fi.AC=Y;1:1C A-I..(.)mbard';Reparts;"MCA-2 IE.doc • Engineering Department • West Barnstable Fire Department State Agencies Massachusetts DEP— Southeast Regional Office, Lakeville, Massachusetts 7.0 LIMITATIONS The substance, content, and findings of documents and/or other deliverables made to the ' Client, including but not limited to reports,data,memorandums, and facsimiles, are for the sole use of the Client. No reliance on the data or findings contained in these deliverables may be extended to any third party without the express written consent of the Horsley Witten Group. Any unauthorized use or distribution of HW's work shall be at the Client's and recipient's sole risk and without liability to HW. This report describes conditions observed at the Site at the time of the Site visit only. HW makes no conclusions regarding areas of the Site that were inaccessible or obstructed from view during these visits. The information presented in this report is based on our observations in the field at the time • of our site visit, a review of reasonably ascertainable documents and data, interviews with certain designated personnel, and a review of available agency files as referenced herein. HW does not warrant or guarantee the accuracy, completeness, and/or current status of the information contained in the environmental record sources for this study. Such information is the product of independent investigation by parties other than HW and/or information maintained by government agencies. Therefore,no representation concerning agency records,other than those described herein,is expressed or implied. The scope of this project did not include determining the current compliance status of the Site with regard to all environmental regulations and/or permitting requirements. Any comments in the report regarding compliance with environmental regulations are provided for the Client's information, and should not be considered as a thorough review of all environmental regulatory requirements. HW did not perform testing or analysis to determine the presence or concentration of soil and/or groundwater contamination, asbestos-containing materials (ACMs), lead-based + .. paint, radon, or polychlorinated biphenyls (PCBs)at the Site or in the environment at the Site. Any comments in the report regarding these substances or materials are limited to the obvious presence of certain thermal system insulation(s), surfacing materials,and L : miscellaneous materials that are readily accessible and apparent, are provided for the Client's information only, and cannot be used to determine the actual presence of the j ;• contaminants and/or compliance with applicable regulations. Further, studies of indoor air Environmental Site Assessment Horsley Witten Group,Inc. Map 215,Parcels 020 and 028 March 22,2006 West Barnstable, Massachusetts 02668 Page 10 J:\6020 HAC-Y_1iCrN.-L.ombard\.R.eports',:YiiNI(,A 21E.doc quality, occupational health and safety, and wetlands,which require specialized expertise, were not requested and were not included as part of this study. As a result, without a comprehensive sampling and analysis program or implementation of services beyond the original scope of work, certain potential conditions may not be revealed. This study was a limited and non-exclusive assessment that was intended to evaluate whether reasonably ascertainable information reveals the evidence for recognized environmental conditions. Any qualitative or quantitative information regarding the Site that was not available to HW at the time of this assessment may result in a modification of the representations made in this report. • I I Environmental Site Assessment HorsleyWitten Group, • Map 215,Parcels 020 and 028 up, Inc. March 22, 2006 West Barnstable,Massachusetts 02668 Page 11 J:`,6020 B AC:-Y_ti1CA-Lombard'`,R.eports`;Y:�:rCA 21E.doc i I FIGURES: t i i 1..J CJ . l .i �i ` A .sue J CORO ems.-e��•�, ,�//�'�—' �`"-.T� � �� -�r••�-' iJ��� 0-1 L g ` � � ♦ �_��„"'��.. ��, �, A/^ ,.•,r !,ij3+!- NMI---..r► {�{ zo t WX Legend GroupHorsley Witten Sustainable EnWronmental Solutions Source: USGS Quadrangle North LOCUS . • 215, Parcel 020 and 028 i' i � \ 'V i 1 F�F,•i � N U. to i �� 1 ,,a t�`S C` .: 111 (((yll �QI�. t /+ �_ � _ aR\_ / JJ't � \' -"'�• ,�� ? ,• `1 ,•`--` �/%I %r •�G�F �r^- l' /l Jafl ! `f /` ! i t ,`i l✓. /�, c t+ ;` u,' J_' 1 1 ��� i i/ `•`t •, � ; i i j try;f / ' :/ ill;i � �� !i � ',��!��.•�., ! j j P.21 ; :i••?'• i /I 7 1 �.��,�•--., -�5'� - �\ r I!!�' ! / r ! �_,-`•--,is 1 '`�s`4•.. ` �..�-�.�•� !:i; � "' rJ f r% I! :1 '� :' j'/J I�' r _1-,t y '�� r,�,\ `,`�" � �/x', //' �B ,, '' — •-:. 1 j �;\ J�%� (�f � r! i? `�_,.._ �� -\,li j� ,', �i` i•, 1 � tit is \f ?fi \�,\ } A %+ ice/ / !/ ;ti i; i 4 /•.�- �1+C'�. 1/ rJ + {J'i 1 t1 s•�.�1� % �r/.' \"sli �1 ,' /( ,t t ( r t�i � ��/� /` '`~_ f��� �fIr�E\�•`_��,.._^'�._�� f�'—,' ,�`,=`\yt 4 t 1 it�•lam/ ,� rkr f' I%/ ' - _ a Legend Horsley Witten Group r Sustainable Environmental Solutions — — — Site Boundary North -� � o zoo Map 215, Parcels 020 and 028 West Barnstable, MA Scale in Feet 031151% KK 6020-YMCA-Bamstab1e215.d" Figure 2 $ Il ., i Mass GIS Aerial 2001 ' t�• �S' �H VQ I TWO WWI �''•,�per Y4L � ;� .✓, .,1"�7�?' � '� :+�.: j 3. �s. ;•CAS Jog�` `� -'���� IN i 1;.2\ /dam `'�� J1� 1 n� - �- •i.,+ i �.�� IC � If3�a►"����-�i'` .... y"n°�.': fir,. j#sF ,•1+ .J .. ' `� I �>��•���� J� PPP �r ��,..-rl`� .Y� ?�•,•�j tFS "-(� `%� , S�,�'%y-�Ss" f��S�,T'�����•r �1 � a.'.° � �jj,_�rti�r•'A< •�' L it-_'�. �'r e����• 1r `�*';�j�r s �--�� ..�} ..s, .� ,,' ,c 'fir HistoricQuads I . • 215 Parcels 020,028 Barnstable,West + t . • `s APPENDIX A: { I ` i ; t . F •�" .x �� .-45Y dd :r Y 'i}tLL� i'l.M'R! :h..i4 .�.�i."'x b .,' ,'~•. ,�.. -!+'a>: _ l i W 8g1 W5, . t,y,a Il• a •t �}•. �• _� ��riyt$�d �l ry !I� 4a . .r• .,0 a 2r.ti f. z m�•pr]� ,k �,p J .^. `Gl'. 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Legend Horsley • • ..,, Sustainable Environmental Solutions ti. :0, Site Photographs Map 020 and 028 Barnstable,West Appendix • I f APPENDIX B: i Li l�l rl C=1 • FirstSe.ar*chTechnolo Corpora.tion � Environmental FirstSearch -Report • ort p TARGET PROPERTY: MID CAPE HWY WEST BARNSTABLE MA 02668 Job Number: 6020 PREPARED•FOR: Horsley Witten Group 90 Route 6A Sandwich, MA 02563 03-01-06 FIR 1 Tel: (781) 551-0470 Fax: (781) 551-0471 Environmental FirstSearch is a registered trademark of FirstSearch Technology Corporation-All rights reserved I - Environmental Firsdearch • Site Information Report Request Date: 03-01-06 Search Type: COORD Requestor Name: Courtney Aboltin Job Number: 6020 Standard: ASTM TARGET ADDRESS: MID CAPE HWY WEST BARNSTABLE MA 0266.8 Demographics Sites: 6 Non-Geocoded: 2 Population: 724 Radon: 4.2 PCn Site Location Degrees (Decimal) Degrees (Min/Sec) UTMs • Longitude: -70.34331 -70:20:36 Easting: 388208.08 Latitude:. 41.690231 41:41:25 Northing: 4616042.495 Zone: 19 Comment Comment: Additional Requests/Services , Adjacent ZIP Codes: 0 Mile(s) Services: i ZIP Code City Name ST Dist/Dir Sil Requested? Date f Sanborns No Aerial Photographs No { Historical Topos No I City Directories No Title Search No -: Municipal Reports No Online Topos No Environmental Firsdearch Search Summary Report • Target Site: MID CAPE HWY WEST BARNSTABLE MA 02668 J . FirstSearch Summary, Database Sel Updated Radius Site 1/8 1/4 1/2 1/2? ZIP TOTALS NPL Y 0.1-13=06 1.00. 0 0 0 0' 0 0 0 CERCLIS Y O1-T3-06 0.50 0 0 0 0 - 0 0 NFRAP Y 08-01=05 0.25 0 0. 0 - 0 0 RCRA TSD Y 09-22-05 0.50 0 0 0 0 - . 0 0 RCRA COR Y 12-10-05 1.00 0 0 0 0 0 0 0 RCRA GEN Y 12-10-05 0.25 0 0 . 0 - - 0 0 ERNS Y' . 12-31-05 0.25 0 0 1 - - 2 3 State Sites Y 01-10-06. 1.00 0 0 0 0 0 0 0 Spills-1990 Y 01-10-06 0.50. 0 0 0 3 - 0 3 SWL Y 01-01-06 0.50 0 0 0 0 - 0 0 REG UST/AST Y 01-23-06 0.25. 0 0 0 - - . 0 0 - TOTALS- 0 0 1 3 0 2 6 Notice of Disclaimer Due to the limitations,constraints,inaccuracies and incompleteness of government information and computer mapping data currently available to FirstSearch Technology Corp.,certain conventions have been utilized in preparing the locations of all federal,state and local agency sites residing in FirstSearch Technology Corp.'s databases.All EPA NPL and state landfill sites are depicted by a rectangle approximating their location and srz The boundaries of the rectangles represent the eastem and western most longitudes;the northem and southern most latitudes.As such,the maps may exceed the actual areas and do not represent the actual boundaries of these properties. All other sites are depicted by a point repnsen.. r approximate address location and make no attempt to represent the actual areas of the associated property..Actual boundaries and locations of individual.properties can be found in the files residing at the agency responsible for such information. Waiver of Liability Although FirstSearch Technology Corp.uses its best efforts to research the actual location of each site,FirstSearch Technology Corp,does not and . can not warrant the accuracy of these sites with regard to exact location and size.All authorized users of FirstSearch Technology Corp.'s services proceeding are signifying an understanding of FirstSearch Technology Corp.'s searching and snapping conventions,and agree to waive any and all liability claims associated with search and map results showing incomplete and or inaccurate site locations. i Environmental FirstSearch Site Information Report Request Date: 03-01-06 Search Type: COORD Requestor Name: Courtney Aboltin Job Number: 6020 Standard: ASTM TARGET ADDRESS: MID CAPE HWY WEST BARNSTABLE MA 0266.8 Demographics Sites: 6 Non-Geocoded: 2 Population: 724 Radon: 4.2 PCn Site Location Degrees (Decimal) Det=rees (Min/Sec) UTMs Longitude: -70.34331 -70:20:36 Easting: 388208.08 Latitude:. 41.69023.1 41:41:25 Northing: 4616042.495 Zones 19. Comment Comment: Additional Requests/Services Adjacent ZIP Codes: 0 Mile(s) Services: ZIP Code City Name ST MUM I Requested? Date Sanborn No Aerial Photographs No Historical Topos No City Directories No s Title Search No Municipal Reports No Online Topos No i - i Environmental Firsdearch Sites Summary Report • TARGET SITE: MID CAPE HWY JOB: 6020 WEST BARNSTABLE MA 02668 TOTAL: 6 GEOCODED: 4 NON GEOCODED: 2 SELECTED: .0 Map ID DB Type Site Name/ID/Status Address Dist/Dir. Page No. 1 ERNS 0.22 SE 1 D21538/FIX FAC BARNSTABLE MA 02668 2 SPILLS ABOVE-GRND TANK SPILL 1989 RTE 6A 0.36 NW 2 S91-0233 BARNSTABLE MA 02668 4 SPILLS MOBIL SERV STA 773 RTE 6 0.38 SE 3 S90-0727 BARNSTABLE MA 02668 3 SPILLS FACILITY NO 133 RTE 132 AND RTE 6 0.40 SE 4 4-0012670/RAO BARNSTABLE MA 02668 • • I I • Y Environmental Firsdearch Site Detail Report : • TARGET SITE: MID CAPE HWY JOB: 6020 WEST BARNSTABLE MA 02668 IFEMERGENCY RESPONSE NOTIFICATION SITE SEARCH ID: 1 DISUDIR: 0.22 SE MAP ID: 1 NAME: REV: 12-13-93 ADDRESS: IDl:. D21538. BARNSTABLE MA 02668 ID2: STATUS: FIX FAC CONTACT: PHONE: CERCLIS(Y/N): MAT: CHLORINE GAS QUANT: . 1.00 UNKNOWN LOCATION: CITY: WEST BARNSTABLE MA 02668 REPORTED: 19920925 SOURCE: FIX FAC MEDIUM: AIR CAUSE: EQUIP FAILURE POOL S CHLORINE PROPORTIONING UNIT MALFUNCTIONED ACT: 28 PEOPLE WERE TAKEN TO THE CAPE COD HOSPITAL,HYANNIS BY: A • Environmental Firsdearch Site Detail Report TARGET SITE: MID CAPE HWY JOB: 6020 WEST BARNSTABLE MA 02668 STATE SPILLS SITE SEARCH ID: 2 DIST/DIR: 0.36 NW MAP ID: 2-- NAME: ABOVE-GRND TANK SPILL REV: ADDRESS: 1989 RTE 6A IDI: S91-0233 BARNSTABLE MA 02630 ID2: 0000 BARNSTABLE STATUS: CONTACT: PINAUD,L PHONE: CASE CLOSED? YES SPILL DATE: SPILL TIME: DATE REPORTED: 19910429 REPORT TIME: 02:00PM SPILL NOTIFIER: BRETT MOSCIATELO/MASON ASSOC NOTIFIER PHONE: I SPILL DESCRIPTION: INCIDENT: SPILL MATERIAL SPILLED: #2 FUEL OIL AMT RPTD SPILLED: UNKNOWN ACTUAL AMT SPILLED: ' UNKNOWN SOURCE OF SPILL: ABOVE-GRND TANK PET/HAZ: PETROLEUM VIR/WASTE: VIRGIN PCB LEVEL: NONE ENVIRONMENTAL IMPACT: SOIL LUSIP: - SOIL CONTAMINATED?: CONTRACTOR: NOT USED PREPARE REPORT: DAY&CLOSE: 67 i j Environmental Firsdearch Site Detail Report .TARGET SITE: MID CAPE HWY JOB: 6020 WEST BARNSTABLE MA 02668 STATE SPILLS SITE SEARCH ID: 4 DISTAAR: 0.38 SE MAP ID: 4 NAME. MOBIL SERV STA REV: ADDRESS: 773 RTE 6 IDl: S90-0727 BARNSTABLE MA 02630 ID2: 0000 BARNSTABLE STATUS: CONTACT: MORAN,M PHONE: a `• CASE CLOSED? YES. SPILL DATE: 19901002 SPILL TIME: DATE REPORTED: 19901002 REPORT TIME: 04:45 SPILL NOTIFIER: SCOTT GOTTSCHAL (MOBIL OI NOTIFIER PHONE: SPILL DESCRIPTION: INCIDENT: OTHER RELEASE>,VAPOR RECOVERY MATERIAL SPILLED: OTHER MATERIAL --> AMT RPTD SPELLED: ACTUAL AMT SPILLED: SOURCE OF SPILL: OTHER SOURCE >PHASE.2 PETIHAZ: PETROLEUM VIRIWASTE: PCB LEVEL: ENVIRONMENTAL IMPACT: . .LUST?: - SOIL CONTAMINATED?: CONTRACTOR: NOT USED PREPARE REPORTr DAYSJCLOSE: 1 I i • Environmental Firsdearch Site Detail Report TARGET SITE: MID CAPE HVVY JOB: 60.20 WEST BARNSTABLE MA 02668 STATE SPILLS SITE SEARCH ID: 3 DIST/DIR: 0.40 SE MAP ID: 3 NAME: FACILITY NO 133 REV: 01/10/06 ADDRESS: RTE 132 AND RTE 6 IDI: 4-0012670 . BARNSTABLE MA 02630 ID2: STATUS: RAO CONTACT: PHONE: SITE INFORMATION STATUS: RAO-(Response Action Outcome):a sitelrelease where an RAO statement was submitted. An RAO Statement asserts that response actions were sufficient to achieve a level of no significant risk or at least ensure that all substantial hazards were eliminated. LOCATION TYPE: SOURCE: SITE DESCRIPTION: CHEMICALS . UNKNOWN CHEMICAL OF TYPE-HAZARDOUS MATERIAL TOTAL PETROLEUM HYDROCARBONS(TPH)870 PPM SITE ACTIONS ACT DATE: 11/18/1996 ACT USE LIMITATION: LSP: ACT STATUS: REPORTABLE RELEASE UNDER MGL 21 E ACT TYPE: RELEASE DISPOSITION RAO CLASS: ACT DATE: 11/18/1996 ACT USE LIMITATION: LSP: ACT STATUS: REPORTABLE RELEASE UNDER MGL 21 E ACT TYPE: RELEASE NOTIFICATION RAO CLASS: t ACT DATE: 11/14/1997 i ACT USE LIMITATION: NONE LSP: PRASANTA BHU ACT STATUS: RAO STATEMENT RECEIVED ACT TYPE: RESPONSE ACTION OUTCOME RAO { RAO CLASS: A2-A PERMANENT SOLUTION HAS BEEN ACHIEVED: CONTAMINATION HAS NOT BEEN ! REDUCED TO BACKROUND , , Environmental Fir-sdearch • Street Name Report for Streets within .25 Mile(s) of:Target Property TARGET SITE: MID CAPE HWY JOB: 6020 WEST BARNSTABLE MA 02668 Street.Name MUM Street Name. Dist/Dir Bancroft Cir 0.20 NW i 0.14 NE Iyannough Rd Moco Rd 0.23 SW Oak St 0.20 NW Spruce Pond Rd 0.24 SW 0.21 NW Sundehn,Way C4' Environmental FirstSearch --� 1 Mile Radius Enviro nMent• w ASTM Map: NPL, RCRACOR, STATE Sites FIRSTS f._ I MID CAPE HWY, WEST BARNSTABLE MA 02668 I I' Main St ain St I I 1 M� 'Qo I� I i r I� C..: �I. I 2002 U.S. Census TIGER Files } get Site (Latitude:41.690231 Longitude:-70.34331)............ r l Identified Site,Multiple Sites,Receptor........................................... ® ■ (I_ NPL,Brownfield,Solid Waste Landfill(SWL)or Hazardous Waste { t Railroads............................................................................................ i Black Rings Represent 1/4 Mile Radius; Red Ring Represents 500 ft.Radius �I_I a CY Environmental FirstSearch .5 Mile Radius I 9 ASTM Map: CERCLIS, RCRATSD, SPILLS90, SWL FIRST I MID CAPE HWY, WEST BARNSTABLE MA 02668 �a�r St Main St o� o� h a �_ •d Ga e N i � M� �ource:2002 U.S. Census TIGER Files Target Site (Latitude:41.690231 Longitude:-70.34331)............ • i Identified Site,Multiple Sites,Receptor........................................... NPL,Brownfield,Solid Waste Landfill(SWL)or Hazardous Waste ` Railroads............................................................................................ j Black Rings Represent 1/4 Mile Radius; Red Ring Represents 500 ft.Radius Environmental FirstSearch .25 Mile Radius ASTM Map: RCRAGEN, ERNS, UST FIRST�� I MID CAPE HWY, WEST BARNSTABLE MA 02668 I I . low Soh a roft it °aa 1 ,I `I i i.� fl... 1 qWAce:2002 U.S. Census TIGER Files et Site (Latitude:41.690231 Longitude:-70.34331)............ Identified Site,Multiple Sites,Receptor........................................... ® ■ NPL,Brownfield,Solid Waste Landfill(SWL)or Hazardous Waste 1 i Railroads............................................................................................ { Black Rings Represent 1/4 Mile Radius; Red Ring Represents 500 ft.Radius i C,i( Environmental FirstSearch S. 5 Mile Radius En"`"'"'"en TS � ASTM AN Map: Brownfield FIRS : � I MID CAPE HWY, WEST BARNSTABLE MA 02668 I t Main St A z f a � 7 I � I s � I I a efts _ tuft it Moco Road I � • e� tio�� y ,r h 0 eN`Ge Rid coo s E 5I cs�°a rayYJay �a I I.5ource:2002 U.S. Census TIGER Files Target Site (Latitude:41.690231 Longitude:-70.34331)............ • �. I Brownfield........................................................................................... - Railroads............................................................................................ Black Rings Represent 1/4 Mile Radius; Red Ring Represents 500 ft.Radius t i ( i Environmental FirstSearch I .5 Mile Radius 4 FIRST ASTM AN Map: Federal Land Use Sites =$ I MID CAPE HWY, WEST BARNSTABLE MA 02668 I Aq- t N 0 m r � d 3 a I � 7 7 I roft it a Btts Moco Road �e yo��h y � 7 b h d a e SBN��R°a i � I I Roa Ala`) IGa �lacy ray is f_ �I V Source:2002 U.S. Census TIGER Files I. -get Site (Latitude:41.690231 Longitude:-70.34331)............ ®®0 ed.land Use:Wilderness Areas,Wildlife Preserves...................... Fed.land Use:Amer.Indian Sacred Sites,End.Species'Habitats... ® ®O ! Railroads............................................................................................ f Black Rings Represent 1/4 Mile Radius; Red Ring Represents 500 ft.Radius . f Environmental FirstSearch I w .25 Mile Radius FIRST Non-ASTM Map: No Sites Found S{ I MID CAPE HWY, WEST BARNSTABLE MA 02668 I I I I I. I; -C J,Source:2002 U.S. Census TIGER Files Target Site (Latitude:41.690231 Longitude:-70.34331)............ • Identified Site,Multiple Sites,Receptor.............. NPL,Brownfield,Solid Waste Landfill(SWL)or Hazardous Waste National Historic Sites and Landmark Sites....................................... 0 O Railroads............................................................................................ Black Rings Represent 1/4 Mile Radius; Red Ring Represents 500 ft.Radius t I� j r k �.� • �r i , I • i • �I • Lc3I,=AL01c3ir#i OF PROPERTY LINES MA NOT BE ACCIJFRATE- LEGEN -�` ♦/ \ —• •— EDGE OF WATER i�119.2 i�119. STREAM 3 DRAINAGE DITCH i F 8.2 i 1 - _ /\ 2 _ `mil'•— / MARSH AREA _� FY2006 PARCEL LINE j � ^ ! 3 ..�42. i<138.7 11, j�/ �.• 'r / � MAP 326 ASSESSOR MAP NUMBER 021 PARCEL NUMBER M 367 STREET NUMBER \\ 1 j,13 .6 18, \ •�131r3 c 1 �' �rP3 BUILDING/STRUCTURE BUILDING/STRUCTURE \ BUILT AFTER APRIL 2001 i\I .2 \� 3§• - > Y 1._, — DECK/PATIO i� ql•�. �' i i�145.4 � � -i�l 5. i\ Q SWIMMING POOL FUEL/WATER TANK PAVED ROAD UNPAVED ROAD RAILROAD TRACK 13 ' i�l47 @\t4'8:0 i( r-___--: DRIVEWAY 14 PARKING AREA 149.4 '� - 4J. i♦ i♦ 11, /\/I. J� /\ i�I � r �II r��I�'1 PARKING LINES SIDEWALK/WALKWAY j�148.8 .•\ i♦ I - �\.� — — — - UNIMPROVED PATH J2 •8 BOARDWALK EXTERIOR STAIRWAY RETAINING WALL 2 c.�=o� STONE WALL \/ I �.. 7\ \ 'i`�1 2 i I ' �•� 0 .9 —,. FENCE/HEDGE 15 i\1 .4 I _(�* 1� `9 —1 1 1 GUARDRAIL \/ 4. �/ I ice' •' v 4ULn = DOCK/PIER 131.0 1 I O STONE JETTY /�7 SPORTS AREA/ Q�::� GOLF AREA �v 40 10 FOOT CONTOUR LINE i 5.4 i \���1 / `0�, au acva*roro xsco on naron \/ \ 2 FOOT CONTOUR LINE .7 i�12 .0 i� 1,1\.1 //10 4 i \/ 152.7 \ / \\ \ / i'/53.1 SPOT ELEVATION ` I/ ® CATCH BASIN 0 UTILITY POLE h-\/ •� .3 3' '� ��\\ O MANHOLE �- LAMP POLE i�132. // I OFPFLAG POLE -a SIGN 14 _ O POST ®TOWER •8 \/ 6, •i\ _• — r`- A, 1 �213ATELUTE DISH • PILING /�I /— — 9.4 / �(I ♦ - - _ 140 g — \ i \ $$STATUE UTILITY Box �— 12 i♦ �0 1410 \ 4• 11 1 DAAM . wnsr.eu. 'NOTE: PARCEL LINES MAY NOT BE ACCURATE. DISCLAIMER:This map Is for planning purposes only. It may DATA SOURCES: Planimetrics(human-made features) The parcel lines on this map are only graphic representations not be adequate for legal boundary determination or were interpreted from 2001 aerial photographs. of Assessor's tax parcels. They are not true property regulatory Interpretation.This map does not represent an Topography was interpreted from 1989 aerial 1 INCH;200BBBBI�FEET =20o FEET boundaries and do not represent accurate relationships to on-the-ground survey. Enlargements beyond a scale of photographs. Parcel lines were digitized from FY2006 physical objects on the map such as building locations. 1°=100'may not meet established map accuracy standards. Town of Barnstable Assessor's tax maps. o loo zoo0 TOWN OF OARN STAR L! O.I.D. i Requested Waivers • West Barnstable Communities — Site A ("YMCA" Site) Barnstable, MA Prepared 6/27/06 • Site is located in the RF Residential District. • Site is located in the Aquifer Protection Overlay District(AP)and the Resource Protection Overlay District(RP). • The site is assumed to not be required to meet the subdivision standards because it is a multi-family site and is not being subdivided, will not have a Right-of-Way, and will be privately owned and maintained. However, waivers have been requested for any requirements that may be applicable. It should be noted that the driveways for the site have been designed in accordance with "Minor A" roads to the maximum extent possible. It should also be noted that Site Plan design standards may apply to residential areas that create 5 or more parking stalls. • Wastewater permitting is administered by the Barnstable Board of Health. • The site is not located within the jurisdiction of the Wetlands Protection Act, and therefore will not require a filing with the Barnstable Conservation Commission. • Zoning Bylaw Required Provided Section 240-14: Multi-family attached dwellings are A waiver is requested for Uses Within the RF not an allowed use in the RF multifamily dwellings with an Residential District District. affordable housing component as proposed under the ZBA Comprehensive Permit submittal. Section 240-14 E: 15-foot minimum rear yard 10-foot rear yard setback Bulk Regulations for RF setback District Section,240-35 E (2): Prohibited uses include any use A waiver is requested for Prohibited Uses in the Aquifer prohibited in the underlying zoning multifamily dwellings with an Protection District. districts. Multi-family attached affordable housing component as dwellings are not an allowed use proposed under the ZBA in the RF District. Comprehensive Permit submittal. - Section 240-42 A: The Planning Board is authorized Buffer strips will be coordinated • Planning Board Standards/ to prescribe, in distance and with the Board and a waiver will Certain Subdivisions composition, a vegetation buffer be requested if necessary. strip between Route 132 and a proposed subdivision. CADocuments and Settings\ggauthier\Local Settings\Temporary Internet Fi1es\0LK8\YMCA Waiver Listl.doc Page 1 of 3 Article IX: Formal Site Plan Review must be A waiver is requested for • Site Plan Review performed for multiple family multifamily dwellings with an dwellings. affordable housing component as proposed under the ZBA Comprehensive Permit submittal. The proposed project is scheduled to undergo an informal site plan review. Section 240-53: Waivers for landscaping to be determined upon completion of the Landscape requirements for landscape design and as determined necessary by the ZBA Parking Lots Section 240-103: At any driveway, a visibility A visibility triangle is not proposed Site Development Standards triangle shall be erected.. to be provided. Article XI: Established Development Rate This affordable housing project is Section 240-110 to 240-122: proposed under the ZBA Growth Management Comprehensive Permit submittal. Subdivision Regulations Required Provided • An Environmental Analysis (EA) ZBA Comprehensive Permit Section 801-18: shall be submitted for a submittal will address relevant Environmental Analysis Form subdivision with access to 10 or environmental issues more dwelling units Section 801-26 B (1): Utility locations to vary from Width, alignment and grades "Typical Road Cross Section" locations shown on typical road of streets (Assuming Minor A) cross section Section 801-26 C(6): Natural Vegetation to be retained Cul-de-sacs to be landscaped Width, alignment and grades in cul-de-sac areas, or to be planted with of streets vegetation for stormwater treatment Section 801-27 C(4): Side Slopes on BMPs shall not be Side Slopes on BMPs as Storm Drains steeper than 4:1 proposed will be 3:1 Section 801-27 C(8): All drains shall be a minimum of Drains from bioretention Storm Drains 12-inches overflows may be at small as 8- inches • C:\Documents and Settings\ggauthier\Local Settings\Temporary Internet Files\OLK8\YMCA Waiver Listl.doc Page 2 of 3 • Section 801-27 C (9): A headwall shall be provided at A flared end will be provided in Storm Drains the outfall end of all drains order to match grades more effectively Section 801-31 B: Storm Drains shall be constructed Storm Drains will be constructed Drainage System of reinforced Class V concrete of High Density Polyethylene pipe (HDPE) pipe Board of Health Regulations Required Provided Section 360-38: The Board of Health may require Level of treatment and nitrogen Innovative/Alternative Systems new development to utilize an on- reduction to be coordinated with site innovative/alternative septic the Board of Health system for flows greater than 1,650 gpd for residential systems held in common ownership Old Kings Highway Historic District West Barnstable Water District Growth Management Ordinance • Other Waiver Requests: Any other waivers deemed necessary by the ZBA. • CADocuments and Settings\ggauthier\Local Settings\Temporary Internet Files\OLK8\YMCA Waiver Listl.doc Page 3 of 3 • • �� • I. �. i • II i DEVELOPMENT PROFORMA (Sources & Uses) West Barnstable Communities-FAMILY SITE ONLY • 28 Units SOURCES total per unit First Mortgage 788,335 28,155 Tax Credit Equity 3,679,229 131,401 Barnstable HOME Funds 70,000 2,500 State Affordable Housing Trust Funds 700,000 25,000 Other State& Local Soft Funds 1,540,000 55,000 TOTAL SOURCES 6,777,564 242,056 USES total per unit ACQUISITION Land _ Buildings Total Acquisition Costs _ CONSTRUCTION Construction includes site costs 4,898,879 174,960 Bond Premium 48,989 1,750 Contingency 244,944 8,748 • Total Construction Costs 5,192,811 185,458 SOFT COSTS Permits %of construction 51,928 1,855 Architect %of construction 192,500 6,875 Other Engineering % of construction 70,000 2,500 Appraisal 7,000 250 Environmental Study and Inspection 2,940 105 Survey 7,000 250 Market Study 4,200 150 Clerk of the Works 35,000 1,250 Borrower's Legal 70,000 2,500 Title& Recording_ 10,000 357 Insurance 24,500 875 Taxes 20,300 725 Ins ection Engineer 7,000 250 Accounting and Cost Cert 10,500 375 Construction/Perm. Loan Interest 98,000 3,500 Construction/Perm Loan Finance Fees 52,500 1,875 Lender Le al 35,000 1,250 Syndication Legal/Due Diligence Fee 18,200 650 Rent-Up&Marketing 10,500 375 DHCD Fees 17,500 625 CEDAC interest 13,125 469 Site Security 7,000 250 Soft Cost Contingency% 77,709 2,775 Total Soft Cost 842,402 30,086 CAPITALIZED RESERVES Operating Reserves 127,629 4,558 Initial Deposit to Replacement Reserve 11,2001 400 DEVELOPER FEE Developer Fee 301,761 10,777 Developer Overhead 301,761 10,777 Developer Fee&Overhead 603,521 21,554 TOTAL USES 6,777,564 242,056 SURPLUS/(GAP) West Barnstable Communities budgetop.Family_40B.As HII 6/27/2006 OPERATING PROFORMA West Barnstable Communities-FAMILY SITE ONLY REVENUE YR 1 2 3 4 5 6 7 8 9 10 Gross Rental Income 284,880 292,002 299,302 306,785 314,454 32Z 316 330,373 338,633 347,099 355,776 Vacancy7% 19,942 20,440 20,951 21,475 22,012 22,562 23,126 23,704 27,097 24,904 TOTAL EFFECTIVE INCOME 264,938 27.1,562 278,351 285,3.10 292,442 29.9,753 307,247" 314,929 324,29 324,904 872 EXPENSES YR 1 2 3 4 5 6 7 8 9 10 Operating Expenses Management Fee 13,440 13,440 13,440 13,440 13,440 13,440 13,440 13,440 13,440 13,440 Office Payroll 17,500 18,025 18,566 19,123 19,696 20,287 20,896 21,523 22,168 22,834 Maintenance Payroll 14,196 14,622 15,061 15,512 15,978 16,457 16,951 17,459 17,983 18,523 Marketing 1,365 1,406 1,448 1,492 1,536 1,582 1,630 1,679 1'729 1,781 Administrative 14,602 15,040 15,491 15,956 16,435 16,928 17,436 17,959 18,497 19,052 Utilities 16,481 17,305 18,170 19,079 20,033 21,034 22,086 23,190 24,350 25,567 Total Maintenance 21,840 22,495 23,170 23,865 24,581 25,319 26,078 26,860 27,666 28,496 Taxes and Insurance 80,100 83,304 86,636 90,102 93,706 97,454 101,352 105,407 109,623 114,008 Replacement Reserves 11,200 11,312 11,425 11,539 11,655 11,771 11,889 12,008 12,128 12,249 TOTAL EXPENSES 190,724 196,949 203,408 210.108 217,060 224,273 231,758 239,525 247,585 255,950 NET OPERATING INCOME 74,214 74,6.12 74,943 75,202 75,383 75,480 75,490 75,404 75,2.17 74,922 DEBT SERVICE (64,534) (64,534) (64,534) (64,534) (64,534) (64,534) (64,534) (64,534) (64,534) (64,534) DSR 1.15 1.16 1.16 1.17 1.17 1.17 1.17 1.17 1.17 1.16 West Barnstable Communities.Family_40B.xls HII 6/27/2006 • _- �� �` 11 i Fl orsky Witten Group Sustainable Environmental Solutions 90 Route 6A • Sandwich,MA • 02563 yam. Tel:508-833-6600 • Fax:508-833-3150 • www.horsley ,;".n.co n MEMORANDUM TO: Ms. Gisele Gauthier, Housing Assistance Corp. FROM: Christine Wallace, P.E., Horsley Witten Group, Inc. DATE: June 26, 2006 RE: Site Plan Description West Barnstable Communities—Site A ("YMCA" Site) Barnstable, MA Horsley Witten Group, Inc. (HW) has developed a preliminary site plan for the West Barnstable Communities (Site A) Housing Development located adjacent to the YMCA facilities in West Barnstable, MA. Descriptions of the site, the general site layout, wastewater, and stormwater are provided below. EXISTING SITE DESCRIPTION The West Barnstable Communities Site A property consists of 7.2-acres and is located at Map 215, Parcels 020 and 028, West Barnstable, Massachusetts. The entire property is currently undeveloped and heavily wooded. 'The site abuts the existing Cape Cod YMCA and the Cape • Cod Conservatory located on the west side of Route 132, across from the Cape Cod Community College. The Site topography is rolling to hilly, and is rocky, reflecting the area's glacial moraine origin. Elevation ranges from approximately_100 feet above mean sea level to 150 feet above mean sea level. According to the U.S. Department of Agriculture Soil Conservation Service's Soil Survey of Barnstable County, Massachusetts (March, 1993), soils underlying the site are classified as Plymouth-Barnstable complex, rolling to hilly and very bouldery. According to the Massachusetts Geographic Information Systems (MassGIS) Groundwater Contour datalayer,the groundwater table is approximately 3.0 to 35 feet below the ground surface and the apparent groundwater flow direction is towards the northeast. There are no wetland resource areas identified on the site. The majority of the site's stormwater flows to the large depressions on the site where it is then infiltrated. Some portions of the site drain via overland flow to adjacent properties. GENERAL SITE LAYOUT The proposed residences will consist of fourteen two-family buildings, comprised of 18 two bedroom units and 10 three-bedroom units. Due to the steep topography of the site, two separate driveways ending in cul-de-sacs are proposed off of the existing access road to the YMCA site. The main access to the site will be from Route 132 via the existing paved road through the Conservatory property. Each of the proposed driveways is designed with 20-foot two-way • pavement sections, with.a 16-foot pavement section around the cul-de-sac designated as one- i West Barnstable Communities—Site A Page 2 of 4 • way. Parking.is provided directly adjacent to the units in designated stalls off of the roadway. Additional visitor spots are provided alongside the northern portion of the access drive. Water, gas, electric, cable, and telephone service will enter the site via a utility corridor to be located along the access road to the east of the site, connecting to existing utilities in Route 132. Design and sizing of the proposed utilities will be coordinated with all appropriate utility companies. Detailed descriptions of the proposed wastewater and stormwater systems are provided below. WASTEWATER The proposed wastewater system consists of two leaching areas, one located in the northeast corner of the site, the other in the northwest corner of the site. One leaching field consists of 15 trenches and the other consists of 9 trenches, each of varying lengths. Additionally, an advanced wastewater treatment system will be located in the north central portion of the site. Wastewater will be collected and transported to the treatment system through a gravity sewer main. From the treatment system, treated effluent will be pumped through a force main to the leaching fields for disposal. HW has conducted a series of test pits and percolation tests in the vicinity of the soil adsorption facility. These tests indicate percolation rates of 6 min./in. and 7 min./in., which can provide a Long-Term Acceptance Rate (LTAR) of 0.70 gallons per day(gpd) per square foot (sf), and 0.68 gallons per day(gpd) per square foot(sf),as specified by Title,5. The LTAR of 0.7 has been used to size the soil adsorption facility in the northwest portion of the site while the 0.68 LTAR j was used for the leaching area in the northeast portion of the site. Flows for the development were determined using State Environmental Code Title 5 methodology. The proposed development consists of 18 two bedroom units and 10 three bedroom units. The design flow is estimated to be 7260 gpd as shown on Table 1. Table 1: West Barnstable Communities—Site A, Sewage Flow Estimate Design Criteria Design Flow 18 Two Bedroom Units, 36 Bedrooms 110 gpd/bedroom 3,960 10 Three Bedroom Units, 30 Bedrooms 110 gpd/bedroom 3,300 Design Flow 7,260 J:\5093 Housing Assis-YMCA-Lombard\Reports\YMCA Narrative.doc West Barnstable Communities—Site A Page 3 of 4 The collection system will consist of SDR-35 polyvinyl chloride (PVC) gravity sewer. The sewer will be sloped to maintain a minimum velocity of two feet per second when flowing full. Building sewers will be 6-inch diameter or larger and mains will be 8-inch minimum. An advanced wastewater treatment system is proposed. Generally, the process consists of primary settling, secondary treatment, and denitrification. Primary treatment will be provided by a 23,000 gallon precast septic tank. Currently, a FAST treatment system is proposed for enhanced treatment. However, evaluation of technologies for this application is on-going and similar technologies may be proposed. Ultimately, the system will be designed to treat to 19 mg/1 for total nitrogen. The disposal system will consist of a dosing chamber and a subsurface pressure-dosed infiltration trenches. The dosing chamber will be sized to accommodate one dose volume plus sump volume and alarm allowance. Dual, alternating effluent pumps will send the treated effluent to soil absorption system. The soil absorption system will be constructed of parallel stone trenches with plastic perforated pipe laterals. The system will be divided into two areas, one located in the northeast corner of the site,the other in the northwest corner of the site. The trenches will be spaced six feet apart to • allow reserve area for future disposal. Separation between the bottom of the soil adsorption system and the maximum water table will be greater than five feet, as the depth to water at the site is approximately 35 feet below ground surface. STORMWATER The proposed stormwater system consists of swales; bioretention areas, permeable pavers, and an infiltration basin: The design criteria used manages peak rates of runoff from the proposed site so there is no increase over existing conditions for the 100-year storm event for the majority of the site. There are a series of large depressions that collect runoff and infiltrate runoff from the site in existing conditions. This pattern is mimicked in proposed conditions by utilizing the large depression in the northwest corner of the site as a proposed infiltration basin to infiltrate runoff from the development up to the 100-year storm event. Any increases flows for the small drainage areas that flow offsite via overland will be negligible and not any greater than 0.1 cubic feet per second (cfs). Water quality treatment will be provided via surface vegetated practices for a minimum volume of 1-inch of rainfall multiplied by the impervious area. Stormwater from the driveway and parking areas will be routed to shallow landscaped bioretention systems designed to filter and infiltrate runoff. The bioretention areas will be equipped with overflows to convey runoff water from larger storms events to the large vegetated infiltration basin located in the northwest corner of the site. In order to reduce additional flows, permeable pavers are considered for the pedestrian walkways. For photographs of bioretention and permeable pavers, see Figures 1 and 2 below. JA5093 Housing Assis-YMCA-Lombard\Reports\YMCA Narrative.doc West Barnstable Communities-Site A Page 4 of 4 Attached with this memorandum are existing and proposed watershed maps and stormwater calculations. The peak flows at each design discharge point as shown on the watershed maps are summarized in Table 3. Table 3 - Summary of Peak Discharge Rates cubic feet per second Design Ex 2-yr Pr 2-yr Ex 10- Pr 10- Ex 25- Pr 25- Ex Pr 100- Point yr yr yr yr 100- r yr A 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 B 0.01 0.04 0.17 0.17 0.22 0.35 0.57 0.67 C 0.00 0.00 0.00 0.00 0.01 0.00 0.06 0.02 D 0.00 0.00 0.01 0.01 0.00 0.30 0.02 0.11 'U.. 'i y. Y�yy,•"ri .. ,+cr r2•j' !YY . Figure 1: Examples of Bioretention Systems ?sue aK i } A7 t ''x3" '�c/�.,s, �u S,p..• 3 . l `4 .h"YL. i `• ` °fir` �... '" wt ����,� h.�#la dfirv„�� � h •'dbY �j���'�4`� {a .�.r�y .L• �s.y,6L`74"y'`'3-`" r L�; Vi• � Y �.y�l..�M � �r' •C !1 �Y•34.-.-�.+.��4- •�.��= Y �� ro W+ .�S.Y�r +ar;.-r.: � .s�{ak '+ .':'�filr,:._s :. . t�;;•-.i.. ��'f '_'ai n.'a f:ir?'i j Figure 2: Examples of Permeable Pavers JA5093 Housing Assis-YMCA-Lombard\Reports\YMCA Narrative.doc -  Commonwealth of Massachusetts Town of Bourne Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal DEP has provided this form for use by on-site professionals and local Boards of Health.Other forms may be used,but the information must be substantially the same as provided here.Before using this form,check with your local Board of Health to determine the form they use. A. Facility Information 1. Facility Information Housing Assistance Corporation Owner Name 2239 lyannough RoadlRte. 132 Map 215 Lot 028 Streel Address Map/Lot W.Barnstable MA CityrFown State Zip Code B. Site Information 1. (Check one) New Construction X❑ Upgrade Repair 2. Published Soil Survey available? Yes Ej No If yes: 1983 1:25,000 PvC Year Published Publication Scale Soil Map Unit Plymouth Barnstable Complex Excessively drained Soil Name Soil limitations 3. Surficial Geological Report available? Yes; No X❑ If yes: Year Published Publication Scale Map Unit Geologic Material Landfonn 4. Flood Rate Insurance Map: Above the 500 year flood boundary? Yes X� No Within the 100 year flood boundary? Yes 0 No X❑ Within the 500 year flood boundary? Yes No XQ Within a Velocity Zone? Yes 0 No X❑ 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program Map Map Unit Name 6. Current Water Resource Conditions(USGS) 05/06 Range: Above Normal Normal X❑ Below Normal on ear i 7. Other references reviewed: DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal y Deep Observation Hole Number: WW-1 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 0-3 A 10 YR 3/2 SANDY 5 5' WEAK,MASSIVE LOOSE LOAM 3-40 B 10 YR 4/6 SANDY LOAM 5 5 WEAK,MASSIVE LOOSE 40-144 C. 2.5 Y 5/4 LOAMY SAND 5 5 WEAK,MASSIVE VERY FIRM Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal i Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WW-2 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles 8 Stones 0-6 O SANDY 5 .5 WEAK,MASSIVE LOOSE 6-10 A 10 YR 3/2 LOAM SANDY 5 5 WEAK,MASSIVE LOOSE 10-36 B 10 YR 4/6 LOAM LOAMY 5 5 WEAK,MASSIVE VERY FIRM 36-144 C 2.5 Y 5/4 SAND s. Additional Notes POCKET OF COARSE SAND/SILT LOAM ON SW PIT WALL(48"-80") DEP Form 111 Soil Suitability Assessment for On-Site Sewage Disposal -- Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WW-3 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 4-0 O 0-2 A 10 YR 3/2 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM 2-24 B 10 YR 4/6 SANDY 5 5-10 WEAK,MASSIVE LOOSE LOAM 24-48 C, 10 YR 5/6 SANDY 5 5-10 WEAK,MASSIVE LOOSE LOAM 48-128 CZ 2.5 Y 5/4 LOAMY 5 5-10 WEAK,MASSIVE VERY FIRM SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts - Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WW-4 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 5-0 O 0-5 A 10 YR 3/2 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM 5-23 B 10 YR 4/6 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM LOAMY 5 5 WEAK,MASSIVE LOOSE 23-135 C 2.5 Y 6/4 SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WW-5 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence. Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 3-0 O 0-2 A 10 YR 3/2 SANDY LOAM 5 5 WEAK,MASSIVE LOOSE 2-24 B 10 YR 4/6 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM 24-129 C 2.5 Y 5/4 LOAMY 5 5-10 WEAK,MASSIVE LOOSE SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal - - Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WW-6 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Laver Munsell USDA Moist Depth Color Percent Gravel Cobbles 8 Stones 3-0 O s_ SANDY 5 5 WEAK,MASSIVE LOOSE p_2 A 10 YR 3/2 LOAM SANDY 5 5 WEAK,MASSIVE LOOSE 2-24 B 10 YR 4/6 LOAM LOAMY 5 5-10 WEAK,MASSIVE LOOSE 24-128 C 2.5 Y 5/4 SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal — Commonwealth of Massachusetts _ Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WW-7 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 2-0 O 0-2 A 10 YR 3/2 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM 2-16 B 10 YR 6/4 SANDY 5 5-10 WEAK,MASSIVE LOOSE LOAM 16-60 C, 10 YR 5/6 SANDY 5 5-10 WEAK,MASSIVE LOOSE LOAM 60-120 CZ 2.5 Y 5/4 LOAMY 5 5-10 WEAK,MASSIVE FIRM SAND i I i Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal - - Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WW-8 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles 8 Stones 2-0 O SANDY 5 5 WEAK,MASSIVE LOOSE 0 2 A 10 YR 3/2 LOAM SANDY 5 5-10 WEAK,MASSIVE LOOSE P_18 B 10 YR 6/4 LOAM LOAMY 5 5-10 WEAK,MASSIVE- FIRM 18-128 C 2.5 Y 5/4 SAND Additional Notes I I DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal I ' I I ' _- — Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: SW-1 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA . Moist Depth Color Percent Gravel Cobbles &Stones 3-0 O 0-5 A 10 YR 4/3 SANDY 5-10 5 WEAK,MASSIVE LOOSE LOAM 5-20 B 10 YR 5/6 SANDY 5-10 5 WEAK,MASSIVE LOOSE 'LOAM 20-43 C, 10 YR 6/6 SANDY 5-10 5 WEAK,MASSIVE LOOSE LOAM 43-77 CZ 2.5 Y 6/4 MEDIUM SAND 5-10 5 WEAK,MASSIVE LOOSE Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal - -_ Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: SW-2 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence La er Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 3-0 O BOULDERY 0-5 A 10 YR 4/3 SANDY 5-10 10-15 WEAK,MASSIVE LOOSE LOAM BOULDERY 5-20 B 10 YR 5/6 SANDY 5-10 10-15 WEAK,MASSIVE LOOSE LOAM BOULDERY 20-43 C, 7.5 YR 4/6 FINE 5-10 10-15 WEAK,PLATY FIRM SANDY LOAM GRAVELLY 43-77 CZ 7.5 YR 4/6 BOULDERY 10-15 10-15 WEAK,MASSIVE LOOSE SANDY LOAM Additional Notes DEP Form 111 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: SW-3 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth. Color Percent Gravel Cobbles &Stones 5-0 O 0-3 A 10 YR 4/3 SANDY 5-10 10-15 WEAK,MASSIVE LOOSE LOAM 3-24 B. 10 YR 5/6 SANDY 5-10 10-15 WEAK,MASSIVE LOOSE LOAM 24-48 C, 2.5 Y 4/6 SANDY 5-10 10-15 WEAK,PLATY FIRM LOAM BOULDERY 48-72 CZ 2.5 Y 4/6 LOAMY 15 20 WEAK,MASSIVE LOOSE SAND 72-108 C3 2.5 Y 6/4 MEDIUM 5-10 5-10 WEAK,MASSIVE LOOSE SAND Additional Notes r DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Percolation Test Form 12 i 4 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information When filling out forms on the computer,use Housing Assistance Corporation only the tab key Owner Name to move your 2239 lyannough Road/Rte. 132 cursor-do not Street Address or Lot# use the return key. W. Barnstable MA City/Town State Zip Code r� Joe Henderson, Horsley Witten Group: (508)833 6600 Contact Person(if different from Owner) Telephone Number B. Test Results 06/08/2006 10:55 AM 06/08/2006 10:50 AM Date Time Date Time Observation Hole# TP-1 TP-3 Depth of Perc 58" 70" Start Pre-Soak 10:58 AM 11:10 AM End Pre-Soak 1.1:13 AM 11:25 AM Time at 12" 11:13 AM 11:26 AM Time at 9" 11:29 AM 11:43 AM Time at 6" 11:49 AM 12:06 PM Time (9"-6") 20 min. 23 min. Rate (Min./Inch) 7 MIN/INCH 7 MIN/INCH Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Joseph Henderson Horsley Witten Group Inc. Test Performed By: Donald Desmarais R.S. Barnstable Health Department Witnessed By: Comments: I t5fonn 12.doc•06/03 Perc Test•Page 1 of 2 Commonwealth of Massachusetts Town of Barnstable Percolation Test ° Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important:When filling out A. Site Information forms on the computer,use Housing Assistance Corporation only the tab key Owner Name to move your 2239 lyannough Road/Rte. 132 cursor-donot use the return Street Address or Lot# key. W. Barnstable MA City/Town State Zip Code � Joe Henderson, Horsley Witten Group (508)833 6600 Contact Person(if different from Owner) Telephone Number B. Test Results 06/08/2006 12:49 PM 06/08/2006 10:50 PM Date Time Date Time Observation Hole# TP-5 TP-7 Depth of Perc 66" 66" F Start Pre-Soak 12:49 PM 11:45 PM End Pre-Soak 1:04 PM 12:00 PM Time at 12" 1:04 PM 12:00 PM Time at 9" 1:10 PM 12:15 PM Time at 6" 1:17 PM 12:33 PM Time (9"-6") 7 min. 18 min. Rate (Min./Inch) 3 MIN/INCH 6 MIN/INCH Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Joseph Henderson, Horsley Witten Group, Inc. Test Performed By: Donald Desmarais, R.S., Barnstable Health Department Witnessed By: Comments: i t5form12.doc•06/03 Perc Test•Page 2 of 2 .. 5093-YMCA Bioretention Area Sizing (West) Infiltrator Size Impervious Drainage Area 16,638 sqft Impervious Drainage Area 0.38 acres Cultec R330 Treatment Storm 1 in 4.58 Width Treatment Storm 0.083 ft 7.5 Length WQV 1387 cf df 2.00 ft Roof 1 Infiltrators K 1 ft/day # Required 170 height of water above filter 9 in Area 5844 sf of(avg of above:. 0.375 ft tf 2 da s Surface Area Required 584 sgft Bioretention Area Sizing (South) Impervious Drainage Area 13,229 sqft Impervious Drainage Area 0.30 acres Treatment Storm 1 in Treatment Storm 0.083 ft WQV 1102 cf df 2.00 ft K 1 ft/day height of water above filter 9 in hf(avg of above 0.375 ft tf 2 days Surface-Area Required 464 sgft I i YMCA PARCEL HydroCAD Summary and Output- Existing Conditions Drainage Area A Drainage Area B Cover type Curve Number Area Cover type Curve Number Area Woods/grass, Good, HSG A 32 218,318 Woods/grass, Good, HSG A 32 20,567 Access Road 98 4,688 Access Road 98 1,812 Existing Road 98 3,988 Basketball Court 98 3,470 Tc 6.4 min Sheet, 4.0 Shallow Tc 5.5 min Sheet, 3.2 Shallow 25 yr Total peak runoff(cfs) 0.22 Existing Depression Elevation Area 102 468 Drainage Area C 104 1207 106' 2132 Cover type Curve Number Area 108 3449 Woods/grass, Good, HSG A 32 31,908 110 5203 Tc 5.7 min Sheet, 0.9 Shallow 112 7354 25 yr Total peak runoff(cfs) 0.01 25 yr Total peak runoff(cfs) 0.14 Drainage Area D Cover type Curve Number Area Woods/grass, Good,'HSG A 32 11,070 Tc 4.8 min Sheet, 0.4 Shallow 25 yr Total peak runoff(cfs) 0.00 YMCA PARCEL HydroCAD Summary and Output-Proposed Conditions Drainage Area Al Drainage Area B • Cover type Curve Number Area Cover type Curve Number Area Woods/grass,Good,HSG A 32 116,277 Woods/grass,Good,HSG A 32 13.550 Access Road 98 4,688 Access Road 98 1,812 Infiltration Basin 98 5,202 Basketball Court 98 3,470 Total: 126,167 Total: 18,832 Tc 5.5 min Sheet,2.8 Shallow Tc 6.4 min Sheet,4.0 Shallow Proposed Infiltration Basin 25 yr Total peak runoff(cfs) 0.35 Elevation Area 102 468 104 1207 Drainage Area C 106 2132 108 3449 Cover type Curve Number Area 110 5203 Woods/grass,Good,HSG A 32 11,910 112 7354 Tc 5 min.(direct entry) 25 yr Total peak runoff(cfs) 0.19 25 yr Total peak runoff(cfs) 0.00 Drainage Area A2 Drainage Area D Cover type Curve Number Area Cover type Curve Number Area >75%Grass cover,Good,HSG A 39 57,467 >75%Grass cover,Good,HSG A 39 9,955 Proposed Sidewalks 98 2,231 Tc 4.7 min Sheet,0.5 Shallow Proposed Road 1 98 8,815 Proposed Road 2 98 8,231 25 yr Total peak runoff(cfs) 0.30 Proposed Buildings 98 17,748 Existing Road - 98 3,988 Proposed Parking Lot 98 1,086 Proposed Bioretention Area 98 629 Total: 100,195 Tc 5 min.(direct entry) 25 yr Total peak runoff(cfs) 5.37 Drainage Area A3 Cover type Curve Number Area >75%Grass cover,Good,HSG A 39 11,815 Proposed Sidewalks 98 648 Proposed Road 98 7,426 Proposed Buildings 98 6,736 Proposed Bioretention Area 98 472 Total: 27,097 Tc 5.0 min Sheet,0.5 Shallow 25 yr Total peak runoff(cfs) 1.98 Existing Drainage Area Existing Depression Existing Offsite 1 Existing Offsite 2 Existing Offsite 3 Proposed Al Proposed A2 Proposed Infiltration Basin Proposed A3 O:F=B O:F-C OF-D Proposed Offsite 1 Proposed Offsite 2 Proposed Offsite 3 • ReaCh Pon Drainage Diagram for 5093-YMCA Subcat Llnk �.' Prepared by Horsley Witten Group 6/26/2006 HydroCAD®7.00 s/n 001445 ©1986-2003 Applied Microcomputer Systems i I I 5093 -YMCA Type ///24-hr 2-yr Rainfall=3.60" Prepared by Horsley Witten Group Page 1 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 • Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment A: Existing Drainage Area Runoff Area=226,994 sf Runoff Depth=0.00" Flow Length=400' Tc=8.7 min CN=35 Runoff=0.00 cfs 0.000 of Subcatchment Al: Proposed Al. Runoff Area=126,167 sf Runoff Depth=0.00" Flow Length=350' Tc=8.3 min CN=37 Runoff=0.00 cfs 0.001 of Subcatchment A2: Proposed A2 Runoff Area=100,195 sf Runoff Depth=0.76" Tc=5.0 min CN=64 Runoff=1.7i cfs 0.145 of I Subcatchment A3: Proposed A3 Runoff Area=27,097 sf Runoff Depth=1.19" Flow Length=160' Tc=5.5 min CN=72 Runoff=0.82 cfs 0.062 of i Subcatchment B: Existing Offsite 1 Runoff Area=25,849 sf Runoff Depth=0.10" Flow Length=220' Tc=10.4 min CN=45 Runoff=0.01 cfs 0.005 of Subcatchment C: Existing Offsite 2 Runoff Area=31,908 sf Runoff Depth=0.00" Flow Length=184' Tc=6.6 min CN=32 Runoff=0.00 cfs 0.000 of . Subcatchment D: Existing Offsite 3 Runoff Area=11,070 sf Runoff Depth=0.00" Flow Length=100' Tc=5.2 min CN=32 Runoff=0.00 cfs 0.000 of Subcatchment.OF-B: Proposed Offsite 1 Runoff Area=18,832 sf Runoff Depth=0.25" _Flow Length=220' Tc=10.4 min CN=51 Runoff=0.04 cfs 0.009 of Subcatchment OF-C: Proposed Offsite 2 j Runoff Area=11,910 sf Runoff Depth=0.00" Flow Length=90' 'Tc=5.0 min CN=32 Runoff=0.00 cfs 0.000 of Subcatchment OF-D: Proposed Offsite 3 Runoff Area=9,955 sf Runoff Depth=0.01" Flow Length=110' Tc=5.2 min CN=39 Runoff=0.00 cfs 0.000 af. Pond P: Existing Depression Peak EIev=102.00' Storage=0 cf Inflow=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of Pond PP: Proposed Infiltration Basin Peak EIev=106.05' Storage=5,145 cf Inflow=2.53 cfs 0.207 of Outflow=0.12 cfs 0.155 of Total Runoff Area= 13.544 ac Runoff Volume= 0.221 of Average Runoff Depth = 0.20" 1 • 5093 -YMCA Type 111 24-hr 10-yr Rainfall=4.80" Prepared by Horsley Witten Group Page 2 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment A: Existing Drainage Area Runoff Area=226,994 sf Runoff Depth=0.06" Flow Length=400' Tc=8.7 min CN=35 Runoff=0.04 cfs 0.026 of Subcatchment A1: Proposed Al Runoff Area=126,167 sf Runoff Depth=0.11" Flow Length=350' Tc=8.3 min CN=37 Runoff=0.04 cfs 0.025 of Subcatchment A2: Proposed A2 Runoff Area=100,195 sf Runoff Depth=1.45" Tc=5.0 min CN=64 Runoff=3.68 cfs 0.278 of Subcatchment A3:. Proposed A3 Runoff Area=27,097 sf Runoff Depth=2.05" • Flow Length=160' Tc=5.5 min CN=72 Runoff=1.46 cfs 0.106 of Subcatchment B: Existing Offsite 1 Runoff Area=25,849 sf Runoff Depth=0.38" Flow Length=220' Tc=10.4 min CN=45 Runoff=0.09 cfs 0.019 of Subcatchment C: Existing Offsite 2 Runoff Area=31,908 sf Runoff Depth=0.01" Flow Length=184' Tc=6.6 min CN=32 Runoff=0.00 cfs 0.001 of • Subcatchment D: Existing Offsite 3 Runoff Area=11,070 sf Runoff Depth=0.01" Flow Length=100' Tc=5.2 min CN=32 Runoff=0.00 cfs 0.000 of Subcatchment OF-B: Proposed Offsite 1. Runoff Area=18,832 sf Runoff Depth=0.66" Flow Length=220' Tc=10.4 min CN=51 Runoff=0.18 cfs 0.024 of Subcatchment OF-C: Proposed Offsite 2 Runoff Area=11,910 sf Runoff Depth=0.01 Flow Length=90' Tc=5.0 min CN=32 Runoff=0.00 cfs 0.000 of Subcatchment OF-D: Proposed Offsite 3 Runoff Area=9,955 sf Runoff Depth=0.16" Flow Length=110' Tc=5.2 min CN=39 Runoff=0.01 cfs 0.003 of Pond P: Existing Depression Peak EIev=102.19' Storage=159 cf Inflow=0.04 cfs 0.026 of Outflow=0.03 cfs 0.026 of Pond PP: Proposed Infiltration Basin Peak EIev=108.10' Storage=11,007 cf Inflow=5.15 cfs 0.410 of Outflow=0.19 cfs 0.262 of Total Runoff Area= 13.544 ac Runoff.Volume= 0.483 of Average Runoff Depth= 0.43" • 5093 -YMCA Type/1/24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 2 FlydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 . Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment A: Existing Drainage Area Runoff Area=226,994 sf Runoff Depth=0.19" Flow Length=400' Tc=8.7 min CN=35 Runoff=0.14 cfs 0.083 of Subcatchment Al: Proposed Al Runoff Area=126,167 sf Runoff Depth=0.27" Flow Length=350' . Tc=8.3 min CN=37 Runoff=0.19 cfs 0.066 of Subcatchment A2: Proposed A2 Runoff Area=100,195 sf Runoff Depth=2.05" Tc=5.0 min CN=64 Runoff=5.37 cfs 0.393 of Subcatchment A3: ProposedA3 Runoff Area=27,097 sf Runoff Depth=2.75" Flow Length=160' Tc=5.5 min CN=72 Runoff=1.98 cfs 0.143 of Subcatchment B: Existing Offsite 1 Runoff Area=25,849 sf Runoff Depth=0.68" Flow Length=220' Tc=10.4 min CN=45 Runoff=0.22 cfs 0.034. of Subcatchment C: Existing Offsite 2 Runoff Area=31.,908 sf Runoff Depth=0.09" Flow Length=184' Tc=6.6 min CN=32. Runoff=0.01 cfs 0.006 of Subcatchment D: Existing Offsite 3 Runoff Area=11,070 sf Runoff Depth=0.09" . Flow Length=100' Tc=5.2 min CN=32 . Runoff=0.00 cfs 0.002 of Subcatchment OF-B: Proposed Offsite 1 Runoff Area=18,832 sf Runoff Depth=1.07" Flow Length=220' Tc=10.4 min CN=51 Runoff=0.35 cfs 0.038 of Subcatchment OF-C: Proposed Offsite 2 Runoff Area=11,910 sf Runoff Depth=0.09" Flow Length=90' Tc=5.0 min CN=32 Runoff=0.00 cfs 0.002 of Subcatchment OF-D: Proposed Offsite 3 Runoff Area=9,955 sf Runoff Depth=0.36" Flow Length=110' Tc=5.2 min CN=39 Runoff=0.03 cfs 0.007 of Pond P: Existing Depression Peak EIev=103.73' Storage=1,446 cf Inflow=0.14 cfs 0.083 of Outflow=0.06 cfs 0.074 of Pond PP: Proposed Infiltration Basin Peak EIev=109.45' Storage=16,849 cf Inflow=7.35 cfs 0.602 of Outflow=0.26 cfs 0.355 of Total Runoff Area= 13.544 ac Runoff Volume= 0.774 of Average Runoff Depth = 0.69" 5093 -YMCA Type 11124-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 3 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 Subcatchment A: Existing Drainage Area Runoff = 0.14 cfs @ 13.71 hrs, Volume= 0.083 af, Depth= 0.19" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 218,318 32 Woods/grass comb., Good, HSG A 4,688 98 Access Road 3,988 98 Existing Road 226,994 35 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) .(cfs) 5.5 50 0.1300 0.2 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 3.2 350 0.1300 1.8 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 8.7 400 Total Subcatchment All: Proposed Al Runoff = 0.19 cfs @ 12.47 hrs, Volume= 0.066 af, Depth= 0.27" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 116,277 32 Woods/grass comb., Good, HSG A 4,688 98 Existing access road 5,202 98 Proposed infiltration road . 126,167 37 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.5 50 0.1300 0.2 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 2.8 300 0.1300 1.8 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 8.3 350 Total Subcatchment A2: Proposed A2 i Runoff = 5.37 cfs @ 12.08 hrs, Volume= 0.393 af, Depth= 2.05" • Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" I i 5093 -YMCA Type/1/ 24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 4 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 Area (sf) CN Description 57,467 39 >75% Grass cover, Good, HSG A 20,363 98 Proposed roads, sidewalks, parking 17,748 98 Proposed Buildings 3,988 98 Existing road 629 98 Proposed Bioretention 100,195 64 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment A3: Proposed A3 Runoff = 1.98 cfs @ 12.09 hrs, Volume= 0.143 af, Depth= 2.75" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 11,815 39 >75% Grass cover, Good, HSG A 7,426 98 Proposed road 648 98 Proposed sidewalks 6,736 98 Proposed buildings . 472 98 Proposed Bioretention 27,097 72 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 50 . 0.0600 0.2 Sheet Flow, Grass: Dense n= 0.240 P2= 3.60" 0.5 110 0.0360 3.9 Shallow Concentrated Flow, Paved Kv= 20.3 fps 5.5 160 Total Subcatchment B: Existing Offsite 1 Runoff = 0.22 cfs @ 12.24 hrs, Volume--' 0.034 af, Depth= 0.68" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 20,567 32 Woods/grass comb., Good, HSG A 1,812 98 access road 3,470 98 basketball court 25,849 45 Weighted Average . i 5093 -YMCA Type Ill 24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 5 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.4 50 0.0900 0.1 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 4.0 170 0.0100 0.7 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 10.4 220 Total Subcatchment C: Existing Offsite 2 Runoff = 0.01 cfs @ 15.17 hrs, Volume= 0.006 af, Depth= 0.09" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr- Rainfall=5,70" Area (sf) CN Description 31,908 32 Woods/grass comb., Good, HSG A Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.7 50 0.1200 0.1 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 0.9 134 0.2400 2.4 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 6.6 184 Total Subcatchment D: Existing Offsite 3 Runoff 0.00 cfs @ 15.16 hrs, Volume= 0.002 af, Depth= 0.09" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 11,070 32 Woods/grass comb., Good, HSG A Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.8 50 0.1800 0.2 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 0.4 50 0.1800 2.1 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 5.2 100 Total I 5093 -YMCA Type/1/ 24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 6 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 Subcatchment OF-B: Proposed Offsite 1 Runoff = 0.35 cfs @ 12.18 hrs, Volume= 0.038 af, Depth= 1.07" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 3,470 98 basketball 1,812 98 access road 13,550 32 Woods/grass comb., Good, HSG A 18,832 51 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.4 50 0.0900 0.1 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 4.0 170 0.'0100 0.7 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 10.4 220 Total Subcatchment OF-C: Proposed Offsite 2 Runoff = 0.00 cfs @ 15.15 hrs, Volume= 0.002 af, Depth= 0.09" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 11,910 32 Woods/grass comb., Good, HSG A Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.9 50 0.3000 0.2 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 0.2 40 0.3000 2.7 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 0.9 Direct Entry, 5.0 90 Total Subcatchment OF-D: Proposed Offsite 3 Runoff = 0.03 cfs @ 12.36 hrs, Volume= 0.007 af, Depth= 0.36" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area (sf) CN Description 9,955 39 >75% Grass cover, Good, HSG A i 5093 -YMCA Type/1/ 24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 7 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.7 50 0.0700 0.2 Sheet Flow, Grass: Dense n= 0.240 P2= 3.60" 0.5 60 0.0700 1.9 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.2 110 Total Pond P: Existing Depression Inflow Area = 5.211 ac, Inflow Depth = 0.19" for 25-yr event Inflow = 0.14 cfs @ 13.71 hrs, Volume= 0.083 of Outflow = 0.06 cfs @ 21.02 hrs, Volume= 0.074 af, Atten= 56%, Lag= 438.6 min Discarded = 0.06 cfs @ 21.02 hrs, Volume= 0.074 of Routing by Stor-Ind method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Peak Elev= 103.73' @ 21.02 hrs Surf.Area= 1,106 sf Storage= 1,446 cf Plug-Flow detention time= 291.0 min calculated for 0.074 of(89% of inflow) Center-of-Mass det. time= 247.5 min ( 1,275.5 - 1,028.0 ) # Invert Avail.Storage Storage Description 1 102.00' 31,804 cf Custom Stage Data (Prismatic) Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) - (cubic-feet) (cubic-feet) 102.00 468 0 0 104.00 1,207 1,675 1,675 106.00 2,132 3,339 5,014 108.00 3,449 5,581 10,595 110.00 5,203 8,652 19,247 112.00 7,354 12,557 31,804 # Routing Invert Outlet Devices 1 Discarded 0.00' 0.003300 fpm Exfiltration over entire Surface area Discarded OutFlow Max=0.06 cfs @ 21.02 hrs HW=103.73' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.06 cfs) Pond PP: Proposed Infiltration Basin Inflow Area = 5.819 ac, Inflow Depth = 1.24" for 25-yr event Inflow = 7.35 cfs @ 12.09 hrs, Volume= 0.602 of Outflow = 0.26 cfs @ 17.77 hrs, Volume= 0.355 af, Atten= 96%, Lag= 340.9 min Discarded = 0.26 cfs @ 17.77 hrs, Volume= 0.355 of Routing by Stor-Ind method,.Time Span= 5.00-30.00 hrs, dt= 0.05 hrs 4 Peak Elev= 109.45' @ 17.77 hrs Surf.Area= 4,717 sf Storage= 16,849 cf Plug-Flow detention time= 502.9 min calculated for 0.355 of(59% of inflow) Center-of-Mass det. time= 377.2 min ( 1,242.9 - 865.7 ) 1 5093 -YMCA Type 11124-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 8 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 # Invert Avail.Storage Storage Description 1 102.00' 31,804 cf Custom Stage Data(Prismatic) Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 102.00 468 0 0 104.00 1,207 1,675 1,675 106.00 2,132 3,339 5,014 108.00 3,449 5,581 10,595 110.00 5,203 8,652 19,247 112.00 7,354 12,557 31,804 # Routing Invert Outlet Devices 1 Discarded 0.00' 0.003300 fpm Exfiltration over entire Surface area Discarded OutFlow Max=0.26 cfs @ 17.77 hrs HW=109.45' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.26 cfs) 5093 -YMCA Type /// 24-hr 100-yr Rainfall=7.10" Prepared by Horsley Witten Group Page 9 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment A: Existing Drainage Area Runoff Area=226,994 sf Runoff Depth=0.52" Flow Length=400' Tc=8.7 min CN=35 Runoff=1.05 cfs 0.227 of Subcatchment All: Proposed Al Runoff Area=126,167 sf Runoff Depth=0.66" Flow Length=350' Tc=8.3 min CN=37 Runoff=0.87 cfs 0.159 of Subcatchment A2: Proposed A2 Runoff Area=100,195 sf Runoff Depth=3.08" Tc=5.0 min CN=64 Runoff=8.23 cfs 0.590 of Subcatchment A3: Proposed A3 Runoff Area=27,097 sf Runoff Depth=3.91" Flow Length=160' Tc=5.5 min CN=72 Runoff=2.83 cfs 0.203 of Subcatchment B: Existing Offsite 1 Runoff Area=25,849 sf Runoff Depth=1.28" Flow Length=220' Tc=10.4 min CN=45 Runoff=0.57 cfs 0.064 of Subcatchment C: Existing Offsite 2 Runoff Area=31,908 sf Runoff Depth=0.34" Flow Length=184' Tc=6.6 min CN=32 Runoff=0.06 cfs 0.021 of Subcatchment D: Existing Offsite 3 Runoff Area=11,070 sf Runoff Depth=0.34" Flow Length=100' Tc=5.2 min CN=32 Runoff=0.02 cfs 0,007 of Subcatchment OF-B: Proposed Offsite 1 Runoff Area=18,832 sf Runoff Depth=1.81" Flow Length=220' -Tc=10.4 min CN=51 Runoff=0.70 cfs 0.065 of Subcatchment OF-C: Proposed Offsite 2 Runoff Area=11,910 sf Runoff Depth=0.34" Flow Length=90' Tc=5.0 min CN=32 Runoff=0.02 cfs 0.008 of Subcatchment OF-D: Proposed Offsite 3 Runoff Area=9,955 sf Runoff Depth=0.80" Flow Length=110' Tc=5.2 min CN=39 Runoff=0.11 cfs 0.015 of Pond P: Existing Depression Peak EIev=106.12' Storage=5,344 cf Inflow=1.05 cfs 0.227 of Outflow=0.12 cfs 0.158 of Pond PP: Proposed Infiltration Basin Peak EIev=111.37' Storage=27,872 cf Inflow=11.29 cfs 0.952 of Outflow=0.37 cfs 0.512 of Total Runoff Area= 13.544 ac Runoff Volume= 1.358 of Average.Runoff Depth= 1.20" r 5093 -YMCA Type 11124-hr 100-yr Rainfall=7.10" Prepared by Horsley Witten Group Page 10 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 Subcatchment A: Existing Drainage Area Runoff = 1.05 cfs @ 12.39 hrs, Volume= 0.227 af, Depth= 0.52" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area (sf) CN Description 218,318 32 Woods/grass comb., Good, HSG A 4,688 98 Access Road 3,988 98 Existing Road 226,994 35 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.5 50 0.1300 0.2 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 3.2 350 0.1300 1.8 Shallow Concentrated Flow_, Woodland Kv= 5.0 fps 8.7 400 Total Subcatchment Al: Proposed Al Runoff 0.87 cfs @ 12.33 hrs, Volume= 0.159 af, Depth= 0.66" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area (sf) CN Description 116,277 32 Woods/grass comb., Good, HSG A 4,688 98 Existing access road 5,202 98 Proposed infiltration road 126,167 37 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.5 50 0.1300 0.2 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 2.8 300 0.1300 1.8 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 8.3 350 Total Subcatchment A2: Proposed A2 Runoff = 8.23 cfs @ 12.08 hrs, Volume= 0.590 af, Depth= 3.08" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" 5093 -YMCA Type 11124-hr 100-yr Rainfall=7.10" Prepared by Horsley Witten Group Page 11 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 Area (sf) CN Description 57,467 39 >75% Grass cover, Good, HSG A 20,363 98 Proposed roads, sidewalks, parking 17,748 98 Proposed Buildings 3,988 98 Existing road 629 98 Proposed Bioretention 100,195 64 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) " (ft/ft) -(ft/sec) (cfs) 5.0 Direct Entry, Subcatchment Al Proposed A3 Runoff = 2.83 cfs @ 12.09 hrs, Volume= 0.203 af, Depth= 3.91" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area (so CN Description 11,815 39 >75% Grass cover, Good, HSG A. 7,426 98 Proposed road 648 98 Proposed sidewalks 6,736 98 Proposed buildings 472 98 Proposed Bioretention 27,097 72 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 50 0.0600 0.2 Sheet Flow, Grass: Dense n= 0.240 P2= 3.60" 0.5 110 0.0360 3.9 Shallow Concentrated Flow, _ Paved Kv= 20.3 fps 5.5 160 Total Subcatchment B: Existing Offsite 1 Runoff = 0.57 cfs @ 12.18 hrs, Volume= 0.064 af, Depth= 1.28" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area (sf) CN Description 20,567 32 Woods/grass comb., Good, HSG A 1,812 98 access road 3,470 98 basketball court 25,849 45 Weighted Average • 5093 - YMCA Type ///24-hr 100-yr Rainfall=7.10" Prepared by Horsley Witten Group Page 12 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.4 50 0.0900 0.1 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 4.0 170 0.0100 0.7 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 10.4 220 Total Subcatchment C: Existing Offsite 2 Runoff = 0.06 cfs @ 12.45 hrs, Volume= 0.021 af, Depth= 0.34" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 100-yr. Rainfall=7.10" Area (sf) CN Description . 31,908 32 Woods/grass comb., Good, HSG A Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) .-(ft/sec) (cfs) 5.7 50 0.1200 0.1 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 0.9 134 0.2400 2.4 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 6.6 184 Total Subcatchment D: Existing Offsite 3 Runoff = 0.02 cfs @ 12.43 hrs, Volume= 0.007 af,' Depth= 0.34" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area (sf) CN Description 11,070 32 Woods/grass comb., Good, HSG A Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.8 50 0.1800 0.2 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 0.4 50 0.1800 2.1 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 5.2 100 Total 5093 -YMCA Type /// 24-hr 100-yr Rainfall=7.10" Prepared by Horsley Witten Group Page 13 . HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 Subcatchment OF-B: Proposed Offsite 1 Runoff = 0.70 cfs @ 12.17 hrs, Volume= 0.065 af, Depth= 1.81" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area (sf) CN Description 3,470 98 basketball 1,812 98 access road 13,550 32 Woods/grass comb., Good, HSG A 18,832 51 Weighted Average Tc .Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.4 50 0.0900 0.1 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 4.0 170 0.0100 0.7 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 10.4 220 Total Subcatchment OF-C: Proposed Offsite 2 • Runoff = 0.02 cfs @ 12.42 hrs, Volume= 0.008 af, Depth= 0.34" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area (sf) CN Description 11,910 32 Woods/grass comb., Good, HSG A Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.9 50 0.3000 0.2 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.60" 0.2 40 0.3000 2.7 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 0.9 Direct Entry, 5.0 90 Total -Subcatchment OF-D: Proposed Offsite 3 Runoff = 0.11 cfs @ 12.14 hrs, Volume= 0.015 af, Depth= 0.80" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" • Area (sf) CN Description ±, 9,955 39 >75% Grass cover, Good, HSG A I I 5093 -YMCA Type 11l 24-hr 100-yr Rainfall=7.10" Prepared by Horsley Witten Group Page 14 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 • Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.7 50 0.0700 0.2 Sheet Flow, Grass: Dense n= 0.240 P2= 3.60" 0.5 60 0.0700 1.9 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.2 110 Total Pond P: Existing Depression Inflow Area = 5.211 ac, Inflow Depth = 0.52" for 100-yr event Inflow = 1.05 cfs @ 12.39 hrs, Volume= 0.227 of Outflow = 0.12 cfs @ 20.93 hrs, Volume= 0.158 af, Atten= 88%, Lag= 512.3 min 'Discarded = .0.12 cfs @ 20.93 hrs, Volume= 0.158 of ` Routing by Stor-Ind method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Peak Elev= 106.12' @ 20.93 hrs Surf.Area= 2,210 sf Storage= 5,344 cf Plug-Flow detention time= 428.3 min calculated for 0.158 of(70% of inflow) Center-of-Mass det.,time= 312.4 min ( 1,275.2 - 962.8 ) # Invert Avail.Storage Storage Description 1 102.00' 31,804 cf Custom Stage Data(Prismatic) Listed below Elevation Surf.Area Inc.Store Cum.Store • (feet) (sq-ft) (cubic-feet) (cubic-feet) 102.00 468 0 0 104.00 1,207 ` 1,675 . 1,675 106.00 2,132 3,339 5,014 108.00 3,449 5,581 10,595 110.00 5,203 8,652 19,247 112.00 7,354 12,55.7 31,804 # Routing Invert Outlet Devices 1 Discarded 0.00' 0.003300 fpm Exfiltration over entire Surface area Discarded OutFlow Max=0.12 cfs @ 20.93 hrs HW=106.12' (Free Discharge) t-1=Exfiltration (Exfiltration Controls 0.12 cfs) Pond PP: Proposed Infiltration Basin Inflow Area = 5.81.9 ac, Inflow Depth = 1.96" for 100-yr event Inflow = 11.29 cfs @ 12.09 hrs, Volume= 0.952 of Outflow = 0.37 cfs @ 17.94 hrs, Volume= 0.512 af, Atten= 97%, Lag= 351.3 min Discarded = 0.37 cfs @ 17.94 hrs, Volume= . 0.512 of Routing by St or-Ind method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs Peak Elev= 111.37' @ 17.94 hrs Surf.Area= 6,680 sf Storage= 27,872 cf Plug-Flow detention time= 517.0 min calculated for 0.511 of (54% of inflow) Center-of-Mass det. time= 388.6 min (.1,244.6- 856.0 ) 5093 -YMCA Type 11124-hr 100-yr Rainfall=7.10" Prepared by Horsley Witten Group Page 15 HydroCADO 7.00 s/n 001445 © 1986-2003 Applied Microcomputer Systems 6/26/2006 # Invert Avail.Storage Storage Description 1 102.00' 31,804 cf Custom Stage Data (Prismatic) Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 102.00 468 0 0 104.00 1,207 1,675 1,675 106.00 2,132 . 3,339 5,014 108.00 3,449 5,581 10,595 110.00 5,203 8,652 19,247 112.00 7,354 12,557 31,804 # Routing Invert Outlet Devices 1 Discarded 0.00' 0.003300 fpm Exfiltration over entire Surface area Discarded OutFlow Max=0.37 cfs @ 17.94 hrs HW=111.37' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.37 cfs) ' t v t i ss � j i W. BARNSTABLE COMMUNITIES SITE -A • COMPREHENSIVE PERMIT APPLICATION W. BARNSTA TT BLE , MASSACHUSES JUNE 261 2006 q ° Sheet List Table 0 d o Sheet Number Sheet Title o d p 1 COVER SHEET 0 p D 2 NOTES & LEGEND Q c 3 EXISTING CONDITIONS PLAN O rD C o b 4 SITE PLAN Q O 5 GRADING & DRAINAGE PLAN O Q Izz) 4 6 WASTEWATER & UTILITY PLAN 7 PROFILES O O �.�J. 0 6 CONSTRUCTION DETAILS (1) 9 CONSTRUCTION DETAILS (2) 10 CONSTRUCTION DETAILS (3) 1 1 CONSTRUCTION DETAILS (4) • o > o General Notes a MASSACHUSETTS Graphic Scale O 2 0 150000 1. PLAN SET FOR PERMITTING AND REVIEW ONLY AND NOT FOR CONSTRUCTION e (3 d 2. TOPOGRAPHICAL SURVEY PERFORMED BY HORSLEY WITTEN GROUP, INC., cSCALE IN FEET1� MARCH 2O06. U) 3. PROPERTY LINES AND BENCHMARKS PROVIDED BY TOWN OF BARNSTABLE m �J SURVEY DEPARTMENT. 3 O 4. EXISTING AND PROPOSED YMCA SITE INFORMATION IS PROVIDED BY COASTAL ENGINEERING. 5 SITE IS LOCATED IN THE RF RFSIDENTL4L DISTRICT, THE AQUIFER PROTECTION r° OVERLAY DISTRICT, AND THE RESOURCE PROTECTION OVERLAY DISTRICT. R �d .O 0 O 6 U , OO y ° CIO m N 7 O 2 . op oq T BARNSTABLE VICINITY MAP N Graphic Scale Graphic Scale (00 12000 ° 100 - S SCALE IN METER SO x ? r> Horsle Witten Group � ME IN FEET SCALE ..., .rY PREPARED FOR: Environmental Services .a �-�� 10 Rapiswtbn: Ralea NumEer Housing Assistance Corp. www.horsleywitten.com Revisions N a "°r"'4c� 90 Route 6A,Sandwich, MA 02563 ® 5093 • `° 460 West Main Street aE. Phone:508 833-6600 Hyannis, MA Smel NumE°: a y Fax:508 833-3150 «o..,�. � a 1 of 11 N (508) 774-5400 �: �� �eY W14 �L.L: .l-�u-z[4• .lam 28.2008 EW EW CW Ro.. ooro ey GENERAL CONSTRUCTION NOTES 15 FACILITIES ON OF RECHARGE BASINS AND FILTER MEDIA& PLANTINGS WITHIN THE BIORETENTION 7 MI AN O WATER SYSTEM OPERATION & MAINTENANCE 16. INSTALLATION OF ROADWAY TOP COURSE. THE BIORETENTION FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREA 17. FINAL SITE STABILIZATION. HAS BEEN STABILIZED. THE BIORETENTION FACILITY SHALL REMAIN OFFU EA NE AND INOPERATIONAL 1. ALL NEWLY INSTALLED WATER SYSTEM COMPONENTS SHALL BE CLEANED OF ALL FOREIGN 1.ALL SITE PREPARATION NECESSARY TO COMPLETE THIS PROJECT IS THE SOLE RESPONSIBILITY 18'. REMOVAL OF REMAINING EROSION & SEDIMENT CONTROL DEVICES AND FINAL CLEANUP. UNTIL ALL BIORETENTION VEGETATION IS STABILIZED. MATERIALS SUCH AS DIRT AND MISCELLANEOUS DEBRIS PRIOR TO SYSTEM TESTING AND SHALL OF THE CONTRACTOR. BE WITNESSED BY THE ENGINEER. NO TESTING IS ALLOWED WITHOUT REMOVAL OF ALL CONSTRUCTION SPECIFICATIONS FOR BIORETENTION SYSTEMS BIORETENTION CONSTRUCTION SEQUENCE: FOREIGN MATERIALS. 2. THE CONTRACTOR SHALL UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF 1. MATERIAL SPECIFICATIONS 2. A PRESSURE TEST AND DISINFECTION TEST OF ALL WATER SERVICE SYSTEMS SHALL BE ALL PERSONAL AND PROPERTY DURING CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS. THE ALLOWABLE MATERIALS TO BE USED IN BIORETENTION AREA ARE DETAILED IN TABLE 1. SE UENCE OF CONSTRUCTION AND DISPECI'OR'SCH6CK-0FFLISf FORBIORETENTIONFACILITIFS CONDUCTED BY THE CONTRACTOR AND WITNESSED BY A REPRESENTATIVE OF THE TOWN. THE Parruaeter Specification !!!�USDA,.R"sbarays.ndGrsardyba. Notes STAGE DESIGN ENGINEER'S TOW XTry'S CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TOWN WITH A MINIMUM OF 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF P6 PPKOVAL INSPECTOR 48-HOURS NOTICE TO THE TIME OF THE PRESSURE TEST AND SUPPLY ALL EQUIPMENT ntinbSod Sand80a/° N/A INITWS DAIS iNTTALS DATE NECESSARY TO PROPERLY CONDUCT THE TESTS.EXISTING UTILITIES AND STRUCTURES ER SHOWN SI THESE PLANS ARE BASED ON RECORDS OF Sih IS-20a/ -- 1. PRE•CONSTRIICTION MEEITNG' to�' d• VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. Clay 0-SNO N/A 3. INSTALLATION OF EROSION AND SEDIWNT CONTROL PRACTILg 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL AND REMOVE BLOWOFFS REQUIRED FOR THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION C q NonnalC I WA 3. CLEAR/GRUBPROPOSED DISTURBED AREAS DISINFECTION AND FLUSHING PURPOSES AT NO EXTRA COST TO THE OWNER. O OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE 4. EXCAVATE B10RLTENTIDNFACIU7Y(IES)TO 1VfDBNIF00T OF 'm CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE Mulch Shredded Hardwood N/A Aged 6 ri-dis,m'vtonan APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN OF GeotewBe Class'C"apparem°peft N/A IFor use as necessary beneath urderdmis Only UNDEROHAIN BOTTOM 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO COLLECT ALL BACTERIOLOGICAL SAMPLES AND S. GRADE AND STA8113ZEALL CONIRIBUrORY DRAINAGE AREAS TO PAY FOR ALL RELATED LABORATORY FEES. d' rc F_ASTHAM, AND "DICSAFE" (1-800-344-7233) AT LEAST 72 HOURS PRIER TO ANY EXCAVATION s�(ASTM-D-4751)gmb BIORETENI1pN FACRTTY WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF tensile strength(ASTM-D- 6. EXCAVATEBIOR61ENT10NFACRIIYTOMVERTOFtINDERDRATN 5. WATER PIPE TO BE PE 3408 CLASS 200 TUBING. TWO-INCH TUBING SHALL BE USED WHERE THE CG('*RACTOR TO RESOLVE CONFLICTS BETWEEN THE PROPOSED UTILITIES AND 46321 him strength(ASIM- SYSTEM&INSTALL FILTERFABWC' MULTIPLE DWELLINGS ARE SERVED AND ONE-INCH SHALL BE USED WHERE A SINGLE DWELLING ��• FIELD-LOCATLC 11TIUTIES AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER 7. INSTALL UNDERDNAIN STONE PERFORATED PPEM'D OVERFLOW IS SERVED. V� 9 D4833 DRAINAGE.INLET- .IMMEDIATELY. THE Et.NNEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A Filter Fabric Mimfi 140N N/A Orn vede uivabm R. INSTALL INFLOW DRAINAGE SYSTEM PIPES.CHANNEL y RESULT OF UTILITIES OMITTED, INCOMPLETELY OR INACCURATELY SHOWN. THE CONTRACTOR Urderdm'in wl AASHTOM43 0.37rto0.75" _ ._ 9. BACKFILLBIOREIEMIONPLANTINGSOILTODESIGNGRADE(UN- LEGEND: SHALL BE RESPONSIBLE FOR MAINTAINING ACCURATE RECORDS OF THE LOCATION AND Untie ASTM D 1785 oT AASHTC, 4to 6^ 3/g" rf.06'on center, hDLss COMPACTED GENERAL GENERAL ELEVATION OF ALL WORK INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR P'poKB ^1Pd Pe O per row,mmantanof 10.INSTALLAPPROX'ASURFACEMIILCHDYERMIXEDWITHPIAMMG C.A+ THE PREPARATION OF THE AS-BUILT PLAN. M-279 schedule 40 3"of gravel wer pipes;not necessary Underneath pipes SOIL BERM PVC II.STABILIZE ANY REMAINING DISTURBED AREAS AROUND FACILITY' O 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL poured in place fc=3,500 U.Qa 28 days, N/A on-sac testing ofpmrK1-in-place wwrem required: I2 MSI'ALLBIORETENTIONPLAMIN(6 - - CENTERUNE BENCHMARK �y POINTS AND BENCHMARKS DURING CONSTRUCTION. camrete(•drequued) rnrnmal weight,av<mraced; 28 day strength and shmrp test aII concrete design(east_ 13.INSTALL REMADRNG MULCH AROUND AND AMONG PIANIiNGS -------�Ba ------ NaDR COIN.(EX) o NAIL BOX C reanfarc' to rneet ASTM in- con pre-cast) us 14.REMOVE ANY REMAINING EROSION(SEDIMENT C0117ROL PRACTICES 6 5. THE CONTRACTOR I a18 L rye wing prevwaly nppuoved Smi< NOTE:SEE OVERALL CONSTRUCf10NSLOIffNtg FOR SITE GENERAL CONSTRUCTION:SEE GENGRAL MOTIFS/SPECUICATIONS FOR - - MINOR COAT.(EX) SIGN d E a 0 S RESPONSIBLE FOR MAINTAINING ALL EXISTING UTILITIES IN WORKING ORDER 615fi0 or beat standards requires design dm%*V sealed and - - - �' �:e AND FREE FROM DAMAGE DURING THE ENTIRE DURATION OF THE PROJECT. BEfAi1FD REQUIREMENTS. a cd a 8cersed e�mni suuctumle er. � ® SPOT GRADE a MAJOR COIN.(PROP) $ 2. PLANTING SOIL MANDATORY NOTIFICATION/APPROVAL.OF ENGINEERAND/OR TOWN'S INSPECTOR PRIOR TO PROCEEDING WITH NEXT STAGE. iPt w 6. DRAINAGE PIPING SHALL BE HOPE MODEL N-12 AS MANUFACTURED BY ADVANCED DRAINAGE THE SOIL SHOULD BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR CALL HORSILY WMEN GROUP AT Mg-833S6M PRIOR TO I2:00 NOON ON PRECEDING DAY TO ARRANGE FOR NOTIFICATION ® - MINOR COAT.(PROP) T QERN gg SYSTEMS, INC. (ADS) OR EQUIVALENT AND CONFORM TO AASHTO M294'CORRUGATED OBJECTS LARGER THAN TWO INCHES. NO OTHER MATERIALS OR SUBSTANCES SHOULD BE MIXED ' FOR FACILITIES DESIGNED TO PROMOTE INFILTRATION,SUBSTOUtE FILTER FABRIC WITH A 6"ZONE OF ROTO-TIum PLANTING' � TEST PIT 0) POLYETHYLENE PIPE (SMOOTH INTERIOR). PIPE SHALL BE INSTALLED AT THE LOCATIONS OR DUMPED WITHIN THE BIORETENTION AREA THAT MAY BE HARMFUL TO PLANT GROWTH, OR SOIL M'D NATIVE SOLL 10 Av01DAHARD EDGE CURB r_N tg yy ei TREE O ie e �Z o INDICATED ON THE PLAN. MINIMUM PIPE SLOPE SHALL BE 0.5 PERCENT. CORRUGATED PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS. THE PLANTING SOIL EDGE OF PAVEMENT =m 3 m y n y POLYETHYLENE PIPE SHALL BE CAREFULLY BACKFILLED IN ACCORDANCE WITH MASSACHUSETTS SHOULD BE FREE OF NOXIOUS WEEDS. HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS (1997 REVISIONS). SEWER SYSTEM OPERATION & MAINTENANCE ° FENCE-CHAIN LINK SAND: THE D: 80% ION SYSTEM SHALL UTILIZE PLANTING SOIL HAVING A COMPOSITION AS FOLLOWS': BUILDING 7. BACKFlLL ADJACENT TO PIPES AND STRUCTURES SHALL BE OF THE TYPE AND QUALITY -`----a'--- FENCE-WIRE SILT: 1 5-2-20% 1. ALL NEWLY INSTALLED FACILITIES, INCLUDING SEWER COLLECTION SYSTEM, SHALL BE CLEANED CONFORMING TO THAT SPECIFIED FOR THE ADJOINING FILL MATERIAL BACKFlLL SHALL BE CLAY: <5% OF ALL FOREIGN MATERIALS SUCH AS DIRT AND MISCELLANEOUS DEBRIS PRIOR TO SYSTEM ° FENCE-WOOD CONCRETE O PLACED IN HORIZONTAL LAYERS NOT TO EXCEED FOUR INCHES IN THICKNESS AND COMPACTED 'NOTE: FOR BIORETENTION APPLICATIONS WITH A PLANTING SOIL DEPTH OF 12 INCHES, OR LESS, TESTING AND SHALL BE WITNESSED BY THE ENGINEER. NO TESTING IS ALLOWED WITHOUT n`� TO A DENSITY OF 95% OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN +/- 2% ADD 20% (BY VOLUME) OF WELL AGED (6-12 MONTHS), WELL AERATED, LEAF COMPOST(OR REMOVAL OF ALL FOREIGN MATERIALS. - - - - GUARD PAIL GRA55 (� OF OPTIMUM. ALL COMPACTION IS TO BE DETERMINED BY AASHTO METHOD T-99. APPROVED EQUIVALENT) TO THE ABOVE PLANTING SOIL MI%LIRE. 2. THE ENTIRE SEWER SYSTEM, INCLUDING PIPING, MANHOLES,AND PUMP CHAMBER SHALL BE UMO OF WORK cj 8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL GRADE STAKES SET BY THE LOW-PRESSURTESTED FOR E AIR. SYSTEM MAY BE TESTED BY THE USE OF EITHER WATER OR I GRAVEL [� �. THE PLANTING SOIL SHOULD BE TESTED AND SHOULD MEET THE FOLLOWING CRITERIA: PaIHwAr L 'L1J SURVEYOR. GRADE STAKES SHALL REMAIN UNTIL A FINAL INSPECTION OF THE SITE HAS BEEN PH RANGE 5.2 - 7.0 �' 4 COMPLETED BY THE TOWN ENGINEER. ORGANIC MATTER 1.5 - 4% SIDEWALK '''Y•ti� •-�,.i, PAVEMENT 3. SEWER PIPE SHALL BE SDR-35 PVC PIPE. A PRESSURE TEST OF ALL SEWERMAIN LINES ''k;r- .e;v MAGNESIUM 35 LI3./AC SHALL BE CONDUCTED BY THE CONTRACTOR AND WITNESSED BY A TOWN REPRESENTATIVE. TREE LINE .E Ctj W 9. ALL PROPOSED STRUCTURES SHALL BE DESIGNED BY THEIR MANUFACTURERS FOR AASHTO PHOSPHORUS P205 75 LB./AC THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TOWN WITH A MINIMUM OF SIDEWALK PAVERS V' HS-20 LOADING. PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY STRENGTH OF SOOD POTASSIUM K20 BS LB./AC 48-HOURS NOTICE TO THE TIME OF THE PRESSURE TEST: WAIL r" PSI UNLESS OTHERWISE NOTED HEREIN. SOLUBLE SALTS NOT TO EXCEED 500 PPM T "V 1 y 4. THE SEWER PIPES SHALL BE TESTED FOR LEAKAGE BY THE USE OF LOW-PRESSURE AIR. LOW WALL-RETAINING L SAND O ALL BIORETENTION WAIT-STONE AREAS SHOULD HAVE A MINIMUM OF ONE TEST. EACH TEST SHOULD CONSIST PRESSURE AIR SHALL BE INTRODUCED INTO THE SEAL LINE (WITH PNEUMATIC PLUGS) UNTIL W 10.THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER OF BOTH THE STANDARD SOIL TEST FOR PH, PHOSPHORUS, AND POTASSIUM AND ADDITIONAL THE INTERNAL AIR PRESSURE REACHES 4 psi GREATER THAN THE AVERAGE BACK PRESSURE OF CONSTRUCTION I$ COMPLETE. THE INSTALLER SHALL TAKE CARE TO PREVENT DAMAGE TO TESTS OF ORGANIC MATTER, AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS REQUIRED FROM THE ANY GROUNDWATER THAT MAY BE OVER THE PIPE. ALLOW AT LEAST 2 MINUTES FOR AIR \\ ., SHRUBS, TREES AND OTHER LANDSCAPING. WHEREAS THE PLANS DO NOT SHOW ALL SITE'S STOCKPILED TOPSOIL IF TOPSOIL IS IMPORTED. THEN A TEXTURE ANALYSIS SHOULD BE PRESSURE TO STABILIZE. AFTER THE STABILIZATION PERIOD 3.5 PROPERTY INFORMATION [la Ra or ( psi MINIMUM PRESSURE IN b3 LANDSCAPE FEATURES, EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN PERFORMED FOR EACH LOCATION WHERE THE TOP SOIL WAS EXCAVATED. THE PIPE), THE PORTION OF PIPE TESTED SHALL BE ACCEPTABLE IF THE TIME REQUIRED IN ABurnNc LOT PROPERTY INFORMATION '1 W ADVANCE OF THE WORK. MINUTES FOR THE PRESSURE TO DECREASE FROM 3.5 TO 3 psi IS NOT LESS THAN 1.90 Z SINCE DIFFERENT LABS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTING RESULTS TIMES THE LENGTH OF PIPE BEING TESTED. ----- EASMENT LINE O BOUNDARY M U I1.UNLESS OTHERWISE SPECIFIED ON THE PLANS AND SPECIFICATIONS, ALL SITE CONSTRUCTION SHOULD COME FROM THE SAME TESTING FACILITY. -- LOT LINE or PROPERTY UTILITIES (!� •� • U MATERIALS AND METHODOLOGIES ARE TO CONFORM TO THE MOST RECENT VERSION OF THE SHOULD THE PH FALL OUT OF THE ACCEPTABLE RANGE. IT MAY BE MODIFIED (HIGHER) WITH LIME - ___ __-_ R W SI /W or BOUNDARY ❑ CATCH BASIN : MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS (THE MASSACHUSET-IS OR (LOWER) WITH IRON SULFATE PLUS SULFUR. STORMWATER FACILITIES OPERATION & MAINTENANCE > HIGHWAY DEPARTMENT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, THE DRAIN MANHOLE t7 2002 SUPPLEMENTAL SPECIFICATIONS, AND THE 2005 STANDARD SPECIAL PROVISIONS). 3. MULCH LAYER SPECIFICATIONS SETBACK to MULCH AROUND INDIVIDUAL PLANTS ONLY. SHREDDED HARDWOOD MULCH IS THE ONLY ACCEPTED 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSPECTION AND MAINTENANCE OF UTILITIES C4 GAS VALVE "AI Q 12ALL DRIVEWAYS SHALL BE A MINIMUM OF IO-FT WIDE AND A MAXIMUM OF 30-FT WIDE. THE MULCH. PINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE TO THE PERIMETER OF THE ALL STORMWATER MANAGEMENT FACILITIES UNTIL SUCH TIME AS THE ROADWAYS AND.. GRAN PIPE RYDRnFIf U RIGHT(PASSENGER) SIDE OF THE DRIVEWAY SHALL BE A MINIMUM 5-FT WIDER AT THE BIORETENTION AREA DURING A STORM EVENT AND ARE NOT ACCEPTABLE. ASSOCIATED UTILITIES ARE ACCEPTED BY THE OWNER. m -4 . 2 ENTRANCE WITH A 5:1 TAPER WHERE CURBING IS USED. -GAS GAS- GAS LINE # LAMP POST Y SHREDDED MULCH MUST BE WELL AGED (6-12 MONTHS) FOR ACCEPTANCE. 2. THE CONTRACTOR SHALL INSPECT AND RESTORE/CLEAN ALL FACILITIES (INLETS, MANHOLES, KCY,•a 13.ALL WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RELEVANT INFILTRATION BASINS, ETC.) OF SEDIMENT AND DEBRIS PRIOR TO THE OWNER'S ACCEPTANCE. OHW OVERHEAD-WIRE ® SEWER MANHOLE MIX APPROXIMATELY HALF OF THE SPECIFIED MULCH LAYER INTO THE PLANTING SOIL TO A DEPTH N PROVISIONS OF THE AMERICAN DISABILITIES ACT (ADA), AND WHERE FEASIBILE IN ACCORDANCE OF APPROXIMATELY 4 INCHES TO HELP FOSTER A HIGHLY ORGANIC SURFACE LAYER. S SANITARY SEWER ® UTILITY BOX in WITH THE MOST RECENT VERSION OF THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD 3. ALL SEDIMENT AND DEBRIS SHALL BE DISPOSED OF PROPERLY IN A PRE-APPROVED LOCATION SPECIFICATIONS (THE MASSACHUSETTS HIGHWAY DEPARTMENT 1988 STANDARD SPECIFICATIONS 4. COMPACTION AS DIRECTED BY THE TOWN. FM -FM SEWED FORCE MAIN UTILITY voLL U .3 FOR HIGHWAYS AND BRIDGES,THE 2002 SUPPLEMENTAL SPECIFICATIONS.AND THE 2005 IT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE BIORETENTION AREA -UGE UGE- UNDERGROUND ELEC. 04 WATER VALVE IF BIORETENTION AREA IS EXCAVATED USING A LOADER, THE CONTRACTOR SHOULD USE WIDE $ 2 STANDARD SPECIAL PROVISIONS), AND THE MOST RECENT VERSION OF THE MASSACHUSETTS AND THE REQUIRED BACKFlLL WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE ORIGINAL SOIL. q, ALL STORMWATER FACILITIES $HALL BE INSPECTED BY THE CONTRACTOR AFTER EVERY MAJOR p RAINFALL EVENT FOR THE ENTIRE DURATION OF THE CONSTRUCTION PROJECT AND THE FIRST -'ne10-�'e1C-'aR- UNDERGROUND E/T/C ® WELL HIGHWAY DEPARTMENT CONSTRUCTION STANDARD DETAILS AND DRAWINGS (1977 MASS. TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT EQUIPMENT WITH TURF TYPE TIRES. USE OF DEPARTMENT OF PUBLIC WORKS CONSTRUCTION STANDARDS, 1996 METRIC CONSTRUCTION AND EQUIPMENT WITH NARROW TRACKS OR NARROW TIRES. RUBBER TIRES WITH LARGE LUGS, OR HIGH 3-MONTHS AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION AND CONSTRUCTION. a STANDARD DETAILS, AND THE 2003 METRIC/ENGLISH SUPPLEMENTAL DRAWINGS). PRESSURE TIRES WILL CAUSE EXCESSIVE COMPACTION RESULTING IN REDUCED INFILTRATION RATES W WATER LINE RIP Rap b E AND STORAGE VOLUMES AND IS NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY CONTRIBUTE 5. SPECIFIC MAINTENANCE SHALL BE AS FOLLOWS: ENVIRONMENT g 5 Yt J 100 YEAR FLOODPLAIN 14.THE CONTRACTOR I$ SOLELY RESPONSIBLE FOR THE SAFETY OF ALL PERSONAL ON THE JOB TO DESIGN FAILURE. ENVIRONMENT I4 A. DRAINAGE STRUCTURES (INLETS, MANHOLES & CATCHBASINS): ALL DRAINAGE STRUCTURES SITE. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING ALL COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE BIORETENTION x FACILITY BY USING A WILL BE INSPECTED ANNUALLY TO MONITOR FOR PROPER OPERATION, COLLECTION OF LITTER - - "-FT BUFFER ZONE WETLAND U NECESSARY SAFETY DEVICES, WARNING LIGHTS. BARRICADES.AND OTHER APPROPRIATE SAFETY PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR SUBSOILER. THESE TILLING OR TRASH. AND STRUCTURAL DETERIORATION. THE BASINS WILL BE CLEANED OF SEDIMENT BOUNDARY� I—BUFrER 2oNE MEASURES IN ACCORDANCE WITH OSHA STANDARDS. OPERATIONS ARE TO REFRACTURE THE SOIL PROFILE THROUGH THE 12-INCH COMPACTION ZONE. rn SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER. ROTOTILLERS TYPICALLY DO NOT (INCLUDING SUMPS) AS NECESSARY, AND REPAIRED WHEN REQUIRED. EROSION & SEDIMENT •y 15.THE CONTRACTOR SHALL REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF COMPACTION FROM HEAVY EQUIPMENT. - - 20D-FT BUFFER ZONE ® INLET PROTECTION Q AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. ALL DEMOLITION B. RIP-RAP SLOPE PROTECTION: RIP RAP AT THE OUTFALLS WILL BE INSPECTED ANNUALLY DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE AND DISPOSED OF IN A PROPER WHEN BACKFILUNG THE BIORETENTION FACILITY, PLACE SOIL IN LIFTS 12"OR GREATER. DO NOT AND REPAIRED AS NECESSARY. STREAM(WATER) m MANNER. ALL TRUCKS LEAVING THE SITE SHALL BE COVERED. USE HEAVY EQUIPMENT WITHIN THE BIORETENTION BASIN. HEAVY EQUIPMENT CAN BE USED _ _ WOAD CONSTRUCTION EXIT AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND. GRADE BIORETENTION C. INFILTRATION BASIN: THE BASIN WILL BE INSPECTED ANNUALLY TO ENSURE THAT DESIGN O 16AT THE END OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS MATERIALS WITH LIGHT EQUIPMENT SUCH AS A COMPACT LOADER OR A DOZER/LOADER WITH INFILTRATION RATES ARE BEING MET. IF SEDIMENT OR ORGANIC DEBRIS BUILD-UP HAS EROSION & SEDIMENT STORM WATER = AND SURPLUS MATERIALS FROM THE SITE. A THOROUGH INSPECTION OF THE WORK PERIMETER MARSH TRACKS. LIMITED THE INFILTRATION CAPABILITIES TO BELOW THE DESIGN RATE OF, THE TOP 6" SHALL SILT FENCE IS TO BE MADE AND ALL DISCARDED MATERIALS, BLOWN OR WATER CARRIED DEBRIS. SHALL BE 5. PLANT INSTALLATION BE REMOVED AND THE SURFACE ROTO-TILLED TO A DEPTH OF 12". THE BASIN BOTTOM SW FLOWPATH rn COLLECTED, AND REMOVED FROM THE SITE. THE PLANT ROOT BALL SHOULD BE PLANTED SO 1 BTH OF THE BALL IS ABOVE FINAL GRADE SHALL BE RESTORED ACCORDING TO ORIGINAL DESIGN SPECIFICATIONS. Sil® SrW/MY BALE ^- / n� SURFACE. ROOT STOCK OF THE PLANT MATERIAL SHOULD BE KEPT MOIST DURING TRANSPORT �1 U 17AREAS NOT DISTURBED BY CONSTRUCTION SHALL BE LEFT NATURAL. CARE SHALL BE TAKEN AND ON-SITE STORAGE. THE DIAMETER OF THE PLANTING PIT SHOULD BE AT LEAST SIX INCHES D. BIORETENTION SYSTEMS AND RAINGARDENS: THE SIORETENTION SYSTEMS AND RAIN GARDENS ABBREVIATIONS SW NGMT AREA TO PRESERVE EXISTING TREES. GROUND COVER AND OTHER NATURAL FEATURES WHENEVER LARGER THAN THE DIAMETER OF THE PLANTING BALL SET AND MAINTAIN THE PLANT STRAIGHT WILL BE INSPECTED SEMI-ANNUALLY FOR THE FIRST YEAR OF OPERATION AND ANNUALLY POSSIBLE. ALL AREAS UNPAVED AND NOT LEFT IN A NATURAL CONDITION SHALL BE PLANTED Ex EXISTING DURING THE ENTIRE PLANTING PROCESS. THOROUGHLY WATER GROUND BED COVER AFTER AFTER THE FIRST YEAR, AND AFTER MAJOR STORM EVENTS. GENERAL MAINTENANCE OF OMH DRAINAGE MANHOLE11 WITH GRASS AND LANDSCAPING MATERIALS-AS SHOWN ON THE LANDSCAPING PLAN. INSTALLATION. BIORLTENTION SYSTEMS FALLS UNDER LANDSCAPING PRACTICES. THE PLANTING SOIL BED Oro/iF OVE114VRFLOW TR n TREES SHOULD BE BRACED USING 2' X 2"STAKES ONLY AS NECESSARY AND FOR THE FIRST UD WILL BE MONITORED FOR PROPER PH, EROSION, AND AERATION. MULCH WILL BE REPLACED Tp TEST prF 3 c 18.SEE EROSION AND SEDIMENT CONTROL PLAN FOR ADDITIONAL NOTES BI-ANNUALLY, AND Ill-ESTABUSHED, DEAD OR SEVERELY DISEASED PLANTS WILL BE S SIDPE cliGROWING SEASON ONLY. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE HDPE HIGH-DENSITY POLYETHYLENE PIPE & e rn BALL REMOVED AND REPLACED ANNUALLY. SEDIMENT BUILD-UP FROM THE PEA GRAVEL HD TYPICAL o - CONSTRUCTION SEQUENCE DIAPHRAGM WILL BE REMOVED AS NEEDED, AND THE DIAPHRAGM ITSELF WILL BE REPLACED' Fr FEET GRASSES AND LEGUME SEED SHOULD BE TILLED INTO THE SOIL TO A DEPTH OF AT LEAST ONE WHEN NECESSARY. IN INCH RNaaian: y 1. INSTALLATION OF EROSION & SEDIMENT CONTROL DEVICES AROUND PERIMETER OF PROPERTY. INCH. GRASS AND LEGUME PLUGS SHOULD BE PLANTED FOLLOWING THE NON-GRASS GROUND HP LO HIGH POINT 2. SITE CLEARING & GRUBBING AND INSTALLATION OF CONSTRUCTION ENTRANCE. COVER PLANTING SPECIFICATIONS. E. GRASS CHANNELS: CHANNELS SHOULD BE INSPECTED ON A SEMI-ANNUAL BASIS; ADDITIONAL ce RECHARGEAGESiBASIN '3NBF 'Ben 3. ROUGH GRADE SITE. INSPECTIONS SHOULD BE SCHEDULED DURING THE FIRST FEW MONTHS TO MAKE SURE THAT DI DRAINAGE INLET 4. ROUGH GRADING OF SURFACE STORMWATER MANAGEMENT AREAS (EXCEPT UNDERGROUND THE PLANTING SOIL SPECIFICATIONS PROVIDE ENOUGH ORGANIC MATERIAL TO ADEQUATELY SUPPLY THE VEGETATION IN THE CHANNELS BECOMES ADEQUATELY ESTABLISHED. REGULAR IF INROW LOCATION ° E RECHARGE BASINS AND FILTER MEDIA IN BIORETENTION FACILITIES). NUTRIENTS FROM NATURAL CYCLING. THE PRIMARY FUNCTION OF THE BIORETENTION STRUCTURE MAINTENANCE TASKS INCLUDE MOWING, FERTILIZING, LIMING, WATERING, PRUNING, AND WEED IFB INFILTRATION BASIN WALLACEA y 5. INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES AT SURFACE STORMWATER IS TO IMPROVE WATER QUALITY. ADDING FERTILIZERS DEFEATS. OR AT A MINIMUM, IMPEDES THIS AND PEST CONTROL. VEGETATION SHOULD BE MOWED AT LEAST ONCE PER YEAR TO A BID BIORETEMION AREA Ne.4/ c MANAGEMENT AREAS. GOAL. ONLY ADD FERTILIZER IF COMPOST OR MULCH IS USED TO AMEND THE SOIL ROTOTILL FM SEWER FORCE MAN UREA FERTILIZER AT A RATE OF 2 POUNDS PER 1,000 SQUARE FEET. HEIGHT OF NO LESS THAN FOUR INCHES. SEDIMENT AND DEBRIS SHOULD BE REMOVED S SEWER • N 6. PRELIMINARY ROADWAY GRADING. MANUALLY. AT LEAST ONCE PER YEAR.AND PERIODIC RESEEDING MAY BE REQUIRED TO w WASTEWAN •- 0 7. INSTALLATION OF ALL SUBSURFACE DRAINAGE STRUCTURES. WWT WASTEWATER TREATMENT 8. INSTALLATION OF ALL REMAINING EROSION AND SEDIMENT CONTROL DEVICES 6. UNDERDRAWS MAINTAIN THE DENSE GROWTH OF VEGETATION. CARE SHOULD BE TAKEN TO PROTECT sMH SEWER MANHOLE 9. INSTALLATION OF SEWER MAIN, UNDERGROUND ELEC/TELE/CAI AND WATERMAIN. UNDERDRAINS SHOULD BE PLACED ON A MINIMUM 3'-0- WIDE SECTION OF FILTER CLOTH. PIPE CHANNELS FROM SNOW REMOVAL AND DISPOSAL PRACTICES. C.B. CORNER OR MOR D P-00 Namner: IS PLACED NEXT, FOLLOWED BY THE GRAVEL BEDDING. THE ENDS OF UNDERDRAIN PIPES NOT 5093 rc 10. INSTALLATION OF BINDER COURSE. ..S EL WATER SURFACE ELEVATION 5 11. CONSTRUCTION OF ALL RESIDENTIAL DWELLINGS. TERMINATING IN AN OBSERVATION WELL SHOULD BE CAPPED. F. ROUTINE MAINTENANCE: OTHER ROUTINE MAINTENANCE WILL INCLUDE REMOVAL OF TRASH - YR YEAR rc UNDERGROUND ELECTRIC/TELEPHONE/CABLE 13.SURFACE STABILIZATION (VEGETATION, DRIVEWAYS, GRAVEL. OR OTHER). SPR sMet Numam: FLUSHING OF ALL STORM DRAIN SYSTEMS TO REMOVE SEDIMENT. THE MAIN COLLECTOR PIPE FOR UNDERDRAIN SYSTEMS SHOULD BE CONSTRUCTED AT A MINIMUM AND E ING LITTER FROM PAVED AND PERIMETER AREAS, AND ANNUAL STREET SWEEPING AFTER THE U UNDER ROUND ELECTRIC Ge THAW TO AVOID EXCESSIVE ACCUMULATION OF SEDIMENT IN THE DRAINAGE SYSTEM. R/W RIGHT-OF-WAY 14. REMOVAL OF ACCUMULATED SEDIMENT FROM ALL-FOREBAYS. SLOPE OF 0.4%..OBSERVATION.WELLS AND/OR CLEAN-OUT PIPES.MUST.BE PROVIDED.(SEE PLANS THE PIPES DRAINING THE PROJECT WILL BE INSPECTED ANNUALLY FOR PROPER FLOW. LP LEACHING PIT z Of 11 FOR LOCATION). W WATER WELL • 0 • last modified:06/26/06 printed:06/26/06 by tw J:\5093 Housing Assis-YMCA-Lombard\Drawings 5093-YMCA15093-YMCA EX.dwg l to OR 7 0 1 I � I OR� srlaa U or—,, '� ----- ca°sats--r--- �m I oe I I i 6 i I i I ' I � ! 1 I 1 1 g 09 ei x I o I > 1 r44 ' ---------- iJ J-F—- o°czr i7y ' �1]t$.8iS9i- i 11 f •.,\`\\`\ '• i % /r/�// /� 1._ I / � � 1 I I t 1 1l `\ 111 // ///ir- ,' / 11 /� , i, XO Z'0p�olI I 1 ! I / ' \\! II 1 1 ,act-- it rnz 1 ! ! 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WEST BARNSTABLE COMMUNITIES—SITE A s�,alnao em6vnm�nrd solutions Ow aaa 90 Rare hA S&M ich.MA 460 Wea Main Shan www.horsNywftfwn.ea0 UI t 8q 2 Phr r.(508)933fiNp COMPREHENSIVE PERMIT APPLICATION - i Hytmu.MA 0o R.O fA Fix: 3� Sal.n�slro WEST BARNSTABLE, MA �A,March� �"4 � — SITE PLAN — °"'°"°°' y �..x.xoa nv w cw n. o.w ti o.waa s= BENCHMARK PK SET • __. - 2 N 2153134.28 O E 153218.91 EL 131.78 - T� �i aJ a , . - - - a L m ii n . r 129 0 280 \ s 129. w/o 1 9.5 _ '� ci ,Tit!• PT LI ., y a � '� NIZ z B B B - '.B -FF 12J.3' IF 123.5, •-�i _`' FF 121.0• FF 122.5• _ -_ -___ _ -. .. '? �\ e 0. [� 132• FF .> A TT-I '\ 4'F 1A2.3• - ' 7 _. )vim•',>h )' 11 Bl: .:. h e 1 t✓ '.'� �. �_ V��i .� ,oun.t,.a 17r,77b_�'Cf r n•:; Al" 4..M 10 ci Mtits Q / , O. 3e .. 7 12 �'',22. O 9 .• '•'j w'`I 1 14 0) I A U) `�i"1 s'1'2��; 14.4 �� 'F. 124 ., .� ?•- O 1Ar 9 0 [` 1 a ... _...- � '..1p 142J! <a.. •, 1 � ?e s'-a .--. 4 �'�/� �� - � y^i� F 59T � d£ /o 0 - n,4s.t• 1u. 7 4s,3• FF w/o w o -W/o w/o __ _ - o - �. n,:J,`�- - =y us.o »so• 1333` s9.o' -ue.e• i3."i '•' E :.(' .:1iri12 u• !!) i. rrvU ,n'i•'S. � � . 14,.0' ,39s' FF -FF O .- . _ - - �3 J l ^,; tz•')nh. .:2.',b a.1i .,g-. us.o'�' 1a4: wd s 1 a'.. --. '- ,3s.o' 134.6• J � _ • •144.2' - / !t 93-rAr 37.6'13a. Es1 7 I. - // 4SB ',4ss s P \1 EROSION & SEDIMENT CONTROL NOTES: s.. / - 37. J 1. SILTATION-CONTROL FENCE OR SILTATION CONTROL FENCE NTH STRAW BALES,SHALL BE INSTALLED AT THE LOCATIONS S _ I - \ 144 '- /{ 1 tµ' 1 �' •07 -INDICATED ON THE CONSTRUCTION PLANS. SOIL STOCKPILES LEFT OVERNIGHT SHALL BE SURROUNDED ON THEIR PERIMETERS WITH t') I •1453* FF A / y iy7.5 HAYBALES. SILT SACKS OR EQUIVALENT SHALL BE PLACED IN CATCHBASINS WITHIN PROJECT AREAS UNTIL STABIUZATION OF �G 14s.o' 14ep N DISTURBED AREAS. ALL WORK SHALL CONFORM TO THE CONDITIONS SET FORTH BY THE ZONING BOARD OF APPEALS. \ _.. "' 1 "141.4 N . I A A °¢m¢ 2 PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES FF 146.0• -$ B' B 13e3' 3es• 4'fi N I AS SHOWN ON THE CONSTRUCTION PLANS OR AS DETERMINED NECESSARY IN THE FIELD. THESE MEASURES SHALL BE CHECKED, B _ - \ FT us o' FF 1B FF t40.5' MAINTAINED/REPLACED AS NECESSARY DURING THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. - _ 3. ACCUMULATED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN A PRE-APPROVED LOCATION BY THE CONTRACTOR. 3 Q 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PLACEMENT OF FILTER FABRIC(SILT SACK OR EQUIVALENT) OVER THE MOUTHS OF ALL INLETS DURING THE ENTIRE CONSTRUCTION PERIOD. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THE FILTER FABRIC o 7 g 7ge - - - - _ - - SF}0 _ ---. - 140-=Jg�`lij y1 AFTER THE FINAL INSPECTION OF THE SITE HAS BEEN COMPLETED BY THE ENGINEER. 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING PROPER EROSION CONTROL MEASURES TO ENSURE THAT e� NO ERODED SEDIMENT(NON-NATURAL) MATERIAL IS ALLOWED TO ENTER ANY STORMWATER INFILTRATION MANAGEMENT AREA n SYSTEM VENT(810RETENTION FACILITY AND/OR INFILTRATION BASIN)DURING THE ENTIRE CONSTRUCTON PERIOD, IF ERODED SEDIMENT IS FOUND ' I WITHIN A STORMWATER MANAGEMENT AREA THE ENGINEER SHALL BE INFORMED, ALL ERODED MATERIAL SHALL BE REMOVED AND THE CONTRACTOR SHALL INVESTIGATE IF CLOGGING OF THE STORMWATER MANAGEMENT SURFACE HAS OCCURRED. IF CLOGGING I rnet E - - HAS OCCURRED THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE STORMWATER MANAGEMENT AREA TO ITS ORIGINAL Ia 11m DESIGN STANDARDS. i .r -•� ?�\ ,A.' TT 6. THE CONTRACTOR IS RESPONSIBLE FOR THE INSPECTION OF ALL STORMWATER FACILITIES INSTALLED OR AFFECTED BY THE •. � 414z • -D fi Y73 .1•" ' PROJECT. ANY SEDIMENT OR DEBRIS SHALL BE REMOVED PRIOR TO THE OWNER'S ACCEPTANCE. -.b L 1 R.I. m GRAPHIC SCALE II f 7 F"FCF .,t t= -LL El, I'°!EI„L+f- BY THE CONTRACTOR . 'EA,tf!' .E LCe•1 L h5`Pl'T17:. THESE 5093 a 15 3o w ,m I � MEASURES SHALL INCLUDE DEWATERING BAGS. TEMPORARY HAYBALES, SILT FENCES. SILT SOCKS AND/OR OTHER APPROVED DEVICE. sn.41�� m IN FEET} I \ \ B. SEE NOTES SHEET FOR CONSTRUCTION SEQUENCING / 5 of 11 last modified:06/26/06 printed:06/26/06 by tw JA5093 Housing Assis-YMCA-Lombard\Drawings 5093-YMCA15093-YMCA UT.dwg 0 2 SV V. �11.......... .0,09 0 L oil S ]inn I 0 A z 0 M 'T C O� 0, M 10 on sv r, ? 0 I Tj E s % V M f�".-P I / c ---- — � CD MJ F FM MZO 0 < V2 0 0 < "0 Ow 7 0 o W4 rC8 M 141V F IV X`t �dj � i I dj A) -0, W 8 % AIL S.a,.�t.F .day Pnnonw F- Plan S. Horsley Witten Group Revisions Horsley Witten Group,Inc. Housing Assistance Corp. WEST BARNSTABLE COMMUNITIES—SITE A V-3 11 � *1 90 Route 6A Sandnich,MA s-stalo."In s-ful 460 West Main Sucer h.mleyW8 Phone:(508)933-6600 Hy..is.MA COMPREHENSIVE PERMIT APPLICATION 90 Rout.6A E Sandwkh,M 02563 Fa.:(508)833-3150 5M.774-.5400 WEST BARNSTABLE, MA PQ Dated:Moxh2006 508433-6600mi u 508-833.3,50 fax UTILITY PLANDale: Daagaae By. Oman M CwM aa.. Deis 07 A-1orarown _Lj last modified:06/24/06 printed:06/26/06 by ew J:C-5093 Housing Assis-YMCA-LombardL,Drawings 5093-YMCA05093-YMCA ALIGNBPROF.dwg I . I i wo N $ u i I$ g o o ii �SI I C N O N u0 g 0 8 PROP.EG I I I I o PROP. 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Horsley Witten Group Revisions "+F y p Housing Assistance Corp. NEST BARNSTABLE COMMUNITIES-SITE A Suetelneble Environmental SoluOerta m in beta B �, 90 Route 6A Sandwich.MA 460 Wc0 A1ein Strect www.Aorsleyw/tten.com v a qt1 o Phone;(sos1633-66M Hyalnix AL4 90 Route 6A COMPREHENSIVE PERMIT APPLICATION - ti g m Fax: &33-3150 50S.774.54M NEST BARNSTABLE, MA SendMcA,MA 03563 - - 41 y Dated;March 2006 508433-6600"Ice tr 7q 5OM3-2150 Pox I --- eu3s� PROFILES j -29.xma M Ew cwrtsc y` i l last modified:06/26/06 printed:06/26/06 by tw JA5093 Housing Assis-YMCA-LombardlDrawings 5093-YMM5093-YMCA DE.dwg Na1> / < N D amDm AI ;2n ACAOOC O n A`�N Z x DP nay r a m ai N z ➢ _U o A M F c � vooi z 'A @:„ T �:�'!:•.f",uY-,j::•,.'. 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Horsley Witten Group Y P Housing Assistance Corp. iVEST BARNSTABLE COMMUNITIES—SITE A Susfelna6le EnNiorlmenfal SolullonsPIMP o a. �'Imo. " f f, 7 90 Rome 6A Sandwich.MA 4601Va1 Mein Sueet wnw-ho"'eywltten.cam Nit M10AC:(508)83366M Hyw&MA COMPREHENSIVE PERMIT APPLICATION 90 Route 6AFax:(508)833.3150 508.7145400 WEST BARNSTABLE, MA Sandwich,MA 02563 ^" W m r. "' Dated:Match 2006 506.633-6600-1- �. ' 508.833.3150 Tax N 5u R� CONSTRUCTION DETAILS �1 tee: ar ^�° I (` jow]a.200a aw 1W M Ro.. eue By nemoaa� FILTER FABRIC OF I 1"X 1" X 4' LG. OAK SIDE VIEW INSTALLED STAKES DRIVEN FLUSH 40' i 'MIRAFI 100' OR < 1 1 APPROVED EQUAL 1 I. W/TOP OF HAYBALE (2 i I R=25' I (STAPLED TOP EACH BALE DRIVEN AT EXPANSION i FINISH GRADE Q SLIGHTLY OPPOSITE i RESTRAIN ' ' i I DIAGONALS) j RED WARNING TAPE INSTALLED C 1' x 2" II ! 12" BELOW GRADE $g$ OAK POST /6'/�/ COMPACTED BACKFILL i (TYPICAL) 5 HAYBALES BUTT (95Z COMPACTION) TOGETHER (TIGHT) i x� 6"PROCESSED SAND m 6 & • 3 _ o f o 0 1 , I i yZ AROUND CONTOURS YIN CO I QII I 1" REBAR FOR BAG .�c'v MIN I GRADE PITCH / II II :REMOVAL FROM INLET - UTILITY .�+ J N I DIRECTION OF. ar o I (REBAR NOT INCLUDED) .° CONDUITS CD 1 FLOW .m I l c .1 I K i m INSTALLATION DETAIL i i'-O" MINIMUM COMPACTED i BACKFILL rI .� NOTES: 2 1. GRAVEL SUBCONTRACTOR SHALL PERFORM EXCAVATION, AND BACKFlLL FOR ALL CONDUIT 96 '- INSTALLATIONS. ELECTRICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS, I o I OPTIONAL OVERFLOW PULLWIRES, HANDHOLES, AND WARNING TAPE AS REQUIRED FOR ELECTRICAL WORK. 1 IP !OR APPROVED EOUN. 1 FOR ELECTRICAL, AND i FOR CABLE ' a SEQUENCE OF INSTALLATION 2. 11TILITY CONDUITS INCLUDE (1) FOR TELEPHONE, ( ) ( ) CL A I TELEVISION. e 1. TRENCH 6'BELOW EXISTING GRADE i C ALONG HAYBALE/SILT FENCE ALIGNMENT. 1 FOAM ; TYPICAL UTILITY TRENCH DETAIL °a !LS PLAN VIEW 2. PLACE AND STAKE HAY BALES AND SILT I PLAN VIEW FENCE AS SHOWN. I I NOT TO c_GAL C 3. WEDGE LOOSE STRAW BETWEEN BALES. I y S c }• 4. BACKFILL AND COMPACT EXCAVATED ' DUMP LOOPS Oep i_.._......_...._-.-__............__.._._._.............___......._.._..___...-.......-....__.._.....__.__ __._._...._._._-__ E u i MATERIAL I(REBM NOT INCLUDED) H \ 2 2' 12"COURSE AGGREGATE COMPACTED I i i D ! FINISHED P. COMPACTED u r(TY )1 TO 95R ASTM D-1557 I GRADE �a BACKFILL 1" x 2" y a Q 3 h g FILTER FABRIC OF OAK POST 1 a o m R �.:�: • 1"X 1"X 4' LG. OAK rA MIRAFI 100' OR `' o s f✓.;:t5> �,y;\:r\%i�.%.:,>j:/.;: S STAKES DRIVEN FLUSH / O rc c I a APPROVED-EQUAL W TOP OF HAY BALE w u m y ss ,�,.,�.,,: !n.�:T•;.:�Y\..zrj ?l' I (STAPLED TO POSTS) ! (SUPPORT NET OF 2 EACH BALE a° i CURB STOP & BOX -:� �.� •``>�°�..•;•.i !- INDUSTRIAL .1'-6' HAY BALE #12 WIRE 5' MIN •`��ti`<; _ %:^jv :Y,P POLYPROPYLENE AS i <<. 4 TzU�l�V/•.`•+. ';•;(i� -'•f`= >i;;';='?;)a•,�. r.Ji�'\' I REO'D. BY THE ` COMPACTED BACKRLL . 4' SAND BORROW W Q ENGINEER) t a PE 3408 CLASS 200 ENVELOPE \' � 4 w O WATER SERVICE TUBE •��f': - ,i`� :il:.?.::'i'ra`.�;".:''.:?`,v GRADE PITCH ( ) zC FLOW DIRECTION OF Tn in in 1 GRADE d A - N I J NOT OF COILED TUBING 1. COARSE AGGREGATE FOR CONSTRUCTION i ' CURB STOP �' y 12' SUBGRADE PREPARATION COMPACTED ENTRANCE ASTM D-448 SIZE N0.2: 6• I Q Q i ' CORPORATION STOP TO 95X ASTM D-1557 2. ROCK ENTRANCE(S) TO REMAIN UNTIL I N UNDISTURBED I INSTALLATION OF PAVEMENT SUB-BASE IS TO A SOIL i W 'V BEGIN. I j SERVICE SADDLE NOTE: TEMPORARY INLET PROTECTION TO BE REMOVED AR CONTRIBUTING WATERMAIN FTE Q SECTION A—A SECTIOIJ VIEW DRAINAGE AREA HAS BEEN ESTABLISHED. CIO STONE CONSTRUCTION ENTRANCE DETAIL ! STAKED HAYBALE/SEDIMENTATION CONTROL FENCE DETAIL ! TEMPORARY CATCH BASIN SEDIMENTATION CONTROL (TYP.) SERVICE CONNECTION [y V v NOT TO SC.s1 F i NOT TO SraL[ I NOT TO SCALE L10T TO SCALE - (� W LLl I i Q P) i �wW • Lp i INSIDE PAVED SURFACE OUTSIDE PAVED SURFACE I Ty 0 1 PERMEABLE PAVERS [v >_ WATER MAIN 1 1/4" CLEAN AGGREGATE - TYPE 1-1 BIT.CONC. PAVEMENT: 14" N WEARING SURFACE ON 2}" BINDER COURSE 6" (MIN.) LOAM & SEED i BITUMINOUS CONCRETE OR DENSE GRADED I CE rn CRUSHED STONE O 18' Min, i SEE PAVEMENT DETAIL 1 GEOTEXTILE 8"CRUSHED STONE FINISH GRADE MEMBRANE '., yy O SEPTIC SEWER PIPE i - - y E SEWER ALWAYS BELOW. ` _ I `� ".!�..•\ :`%r'• - :?% ':' 'i: a 8 _ sue BASE i � ' ,;.;,,. � c E aim ',t j: APPROVED SUBGRADE APPROVED SUBGRADE 0.h 20 U WATER MAIN 1 BASE COURSE •:'..` 5'-0" (MIN.) COVER I 12" MIN, SAND & GRAVEL ' } I TRENCH WIDTH w O MINIMUM PERMEABLE PAVERS DETAIL _ 'y10' 10'I I j MAGNETIC WARNING TAPE NOT TO SCALE : TYPICAL BITUMINOUS PAVEMENT COMPACTED BACKFl LL i I NOT TO SCALD c 1 (95R COMPACTION) rn SEP71C SEWER PIPE ' ZONEAROUND PIPE: _...__......_........_....._..-'--_......_....__.__...-....__..__........__..._.--.._.. ___._....__..__............-.._ 2 . ;. .. i BACKFILL WITH..PROCESSED SAND; OR u rn IF CONDITIONS REQUIRE PIPES TO BE CLOSER ! OTHER MATERIAL APPROVED ' BERM CONSTRUCTED OF BIT. CONC.T � THAN 18", ENCASE SEWER 10' EACH SIDE OF BY THE ENGINEER 1'-0' I WEARING SURFACE COARSE AS SHOWN BITUMINOUS BERM r> CROSSING OR USE D.I. FOR SEWER �' '',%•i,:;.J+:';?+, %h SEE SITE PLAN FOR 6" MIN � •;,'.. y.\„ a`:.;..:. �, 1 E f i �4i:^ .cZ.: ::�v2.� %^�:.:�,4`�,-• I PAVEMENT CO•E (SEE DETAIL) SLOPE& MATERIAL '9 SEWER MAIN f PE WATER SERVICE ! }y' "H Q- WATERMAIN ) 6 kill S IO ® 8' IN ROCK M .) - S l5 LATE VALVE I--12. S (MIN.) I 6' IN EARTH ! ?-'f..Y`: ���fi�;.\i�� r..;•.\. S 8 Li b' ti WATER PIPE I f R� X!,C m I IN EARTH. IN ROCK 9' Min. 9' Min. I `: >t ?..�> n ✓r'� T:,�`\tC w� :`� a�C16tl911NBE y NOTES: COMPACTED APPROVED J No 4roeT c IF SEWER LINES MUST CROSS WATER SUPPLY LINES, BOTH PIPES SHALL BE CONSTRUCTED I 1. 12-IN MIN. SIDE CLEARANCE FROM MAIN 70 All STRUCTURES t FITTINGS AS REQUIRED SUBGRADE N OF CLASS 150 PRESSURE PIPE OR SERER AND SHALL BE PRESSURE TESTED TO ASSURE 2. 10-FT. MIN. HORIZONTAL AND 18--IN. VERTICAL SEPARATION TO ! FIAT STONE OR CONCRETE BLOCK NOTE: CD WATER TIGHTNESS. IF CROSSING IS WITHIN 18" MINIMUM, BOTH MAINS MUST 8E ENCASED IN SANITARY SEWER. 1. BERM CONSTRUCTED OF BIT. CONC. WEARING SURFACE COARSE AS SHOWN CONCRETE 10' EITHER S �qm N�nL°r • SIDE OF CROSSING i 2. PROVIDE 1"CHAMFER OF EDGE ALONG BERM FACE d ' 3. BITUMINOUS BERM TO BE CONSTRUCTED INTEGRAL WITH TOP PAVEMENT 5093 I I COARSE. E WATER / SEWER CROSSINGS I WATER TRENCH DETAIL WATERGATE DETAIL TYPICAL BITUMINOUS BERM DETAIL SneeL Num� a NOT TO SCAJ r i NOT TO SCALE I NOT TO SCALE NOT TO SCA F 9 of 11 � I i • . last modified:06/26/06 printed:06/26/06 by tw J:%5093 Housing Assls-YMCA-LombardlDrawings 5093-YMCX5093-YMCA DE.dwg N o �� cm 10i1 �9N�v� > G mm QyF wv� m A p Z fN3" om KWA > pCZ� VI N +1 eEw mA0y Z ZC n'•Z p D ; r� 3:s OAA N=m OD Z Oy I Zyry � V mz \ O m 9 !!11- -�1N O,O Dp ZOO DrD ��1m/,1 I OIc pfy�l K K t-y n� GO 1 lnln Z z v vz zAc z� . 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COVER TO GRADE (TYP.) 2.0"SCHD. 40 PVC LATERAL TO BE SLOPED TO DRAIN 1/4" PERFORATIONS, ALTERNATING BETWEEN 5 AND 7 O'CLOCK POSITIONS (TYP.) 8'SDR 35 PVC INLET TWO ZABEL AID LAST PERFORATION TO BE DRILLED AT 12 O'CLOCK POSITION - PROPOSED CURB BOX TO GRADE TO HOUSE FROM COLLECTION SYSTEM 12X28-VC EFFLUENT FOR SYSTEM TESTING; ORIFICE SHIELD TO BE REMOVED FOR TEST LATERAL CLEAN-OUT(TYP.). EL 122.70 FILTER AND REPLACED AFTER TESTING • TOP OF TANK EL 124.00 100R OF DESIGN FLOW PAVEMENT QUIVALE ROVIDE PERFORATION SHIELD USE ORENCO TYPE 0 E NT6' SCH. 40 PV I 3" IN• 200% OF DESIGN FLOW imi n un nn Inn n I m uu n I I I _ _ ___ _ _ _ _ _14,520 GAL 10 IN. 7,260 GAL \ __ _ _ __ _ _ __ _ MI 0' IN. c ______________ ____BACKFlLt ____--_____—-___________ ___ -3.0 MAX 'QGAS BAFFLE --------- -------------------------- ---- - - 3' PEASTONE 7 UOUI LEVEL 7' L10UI LEVELm -------------- 0-' d I gg BOTTOM OF TANK EL 115.50 0 + 3/4" 1 1/2-DOUBLE WASHED STONE 2 ' 431 6"OF 3/4"COMPACTED CRUSHED STONE BASE NATURAL-MATERIAL (NO COMPACTION) 6" SCH 40 PVC TO —' _'^Inlnlr-+. SLOPE MANIFOLD BACK TO ADVANCED TREATMENT PUMP CHAMBER AT 0.5% VARIES GREATERT 0 23.000 GALLON 2 COMPARTMENT SYSTEM 122.45 SEE SHEET 5 I (9 y SEPTIC TANK NO TO SCALE TYPICAL LEACHING TRENCH SECTION ELEV. 65.0 (GROSUCOWATER NOT ENCOUNTERED) 6 w E �, PROVIDED ACCESS 5 r 5; R HATCH PROVIDE WATER TIGHT FRAME AND =y'#minnm FROM WASTEWATER COVER TO GRADE (TYP.) TREATMENT SYSTEM ' EL 121.67 WATERPROOF CABLE INLET ` NO CABLE SPLICES INSIDE 3' SCH 40 PVC O TOP OF TANK EL 123.0 T PUMP CHAMBER FORCEMAIN TO DISTANCE VARIES ::••"+ ..e.;:.-..;,..:•:-":.Z:'•'v.:;':i^::',.'py::ri•.'-i�: •'<.:.:.:_,:-:•,+-:: ::,::. - LEACHING TRENCHES EXTEND MINIMUM 5'BEYOND EDGE r^ VJ EL. 121.67 OF PROPOSED PAVEMENT AND WALK rr^I � �- v)ti 3' IN. PROVIDE FRAME AND COVER TO GRADE. (TYP.) HOUSE END CAP SEWER MAIN 7.260 GALLONS STORAGE FOUNDATION '\4 ABOVE ALARM ON ELEV. STAINLESS STEEL SLIDE WALL Er q c. RAIL SYSTEM Q' -STAINLESS STEEL LIFTING GATE VALVE (TYP.) HIGH ALARM EL 116.69 CABLE ^V LAG PUMP ON EL 116.19 GATE VALVE P. n , rn LEAD PUMP ON EL 115.86 WRG�E PIPE IN FORCEMAIN )DISCHA BOTTOM OF TANK EL 114.5 PUMP OFF EL 115.00 3"CHECK VALVE 4S BEND 3" O OF 3/4'COMPACTED CRUSHED STONE BASE HOME 1 W 4 RAULICALLY SEALED CONNECTION 'WYE" BRANCH Q, DISCHARGE FLANGE 3-INCH �t V Q UPLEX SUBMERSIBLE Plan View c3 12,000 GALLON PUMP CHAMBER PUMPS NOT TO SCALE 6.CRUSHED 3-I14CH , } STONE BASE IO� W LW • I ' I I PROPOSED HOME PRESSURE TREATED ND I� Li ll'(�y�����'." y ` MARKER BOARD AT END CAP ^� UNLESS CONNECTION TO fI��C v HOUSE _ ...: •'.• SERVICE/S COMPLETED a trO`� U "., ECYCLE LINE FLOOR PROPOSED GRADE 2 MIN.;R; B10- MICROBICS + p ? VALVE BOX- DETAIL W V 1 800 753-FAST(3278) NOT m scAlc O 4'PVC FOR SINGLE RESIDENTIAL UNITS y m 4'TYP. 6" 5'TYP. PVC FOR COMMERCIAL OR C MULTI-UNIT RESIDENTIAL �y O O O SLOG 45'BEND U - Q -!� SEWER 2% STUB Li a.5: a BASEMEN Q.s<g E FLOOR END CAP OR LL E O ADAPTOR Q PRECAST TWO c U COMPARTMENT .: HOME 'WE'BRANCH CONCRETE TANK FRAME AND OBSERVATION/ BLOWER WITH N00 CONNECTION } RISER TO y GRADE(TYP.) Notas: Elevation View y LOAM &SEE 1. PIPE AND FITTING MATERIALS Q TO BE PVC SCH.40 PROVIDE ENCLOSURE p 2. ADAPTOR TO BE PREMANUFACNRED INSECT SCREEN UNIT FOR CONNECTION OF PIPE TYPES. O ELECTRICAL PROVIDE MUSHROOM VENT EQUIPPED S PVC AIR LINE rn _ CONDUIT WITH CARBON FILTER ' O (TO BLOWER ORENCO CF4 OR APPROVED EQUAL TYPICAL WYE CONNECTION DETAIL S CONTROL 72 NOT TO S eIF p, -� SYSTEM) ROVIDE END CAP v CS RECYCLE e'a 1 6'SCH. 40 PVC SYSTEM VENT- 2"STOCK FROM SEPTIC TANK LINE .. 4'SCH. 40 PVC VENT HEADER PERFORATED SCH. 40 PVC, �' m o - 6' SCH. A PVC MIN. INTERVAL PERFORATIONS, PROVIDE CURB BOX MOUNTED 4-INCH PVC 3 �^FAST TREATED MAX. INTERVAL 5' BETWEEN B•_ f N DEFFLUENT TOOSING CHAMBER PERFOOF RATIONSONIN. 2 ROWS FLUSH WITH GROUND O THREADED CAP dg m dY� �o O NOTE PROVIDE VENT FOR AREAS LINK SEAL OR - Ra : m PIPE BOOT WHERE THE LEACHING TRENCHES c (TYP) ARE UNDER PAVEMENT. jJJXDT Y44, Im 4 TYPICAL SYSTEM VENT 45 DEGREE PVC BENDPROVIDE TO s awmaee O - DETAIL JOIN SEWER ORAPTER AT END OF LINE LATERAL $ CIAO Noi To sce� TO 4-INCH ELBOW WYE CONNECTION FOR NanaeT ` IN LINE O NOTE: • CD - GENERIC DETAIL OF FAST SYSTEM FOR r IAL o F EN_ a AST UNIT Y ILLUSTRATION PURPOSES ONLY, NOT TO BE j ` •I- N • .. USED FOR CONSTRUCTION. Rvlotl NuniCer. TYPICAL CLEAN—OUT DETAIL 5093 'o 'I NOT TO SCAI c 0 F TYPICAL FAST UNIT NOT TO SCALE +4 .. 11 Of 11 l' • 019 iup mao va P�M of Boar jjIIIIIIIIIII —\ ' 711 IDM \ — pxcouxr POLE \ _ - \ �- ---------- - \ 'r ate\ \\ � \ \\sr�\ III\ �_�\\\ �*a,— I \\\� — — �\ �r�, \ \\) / \ 87�m so PT OR FOUND 71 e pre scr Amos ( \ \ / __Ivnr r E16P ByQ4� MARM6 PAR= 088 CPI COD _ \ \ \ \ ` �_ ` — �\ •I �. i IISSBB �� C0N=VINBI Ol 1NWC AND ARM \ am Boor RM"M M M7 / S \ _ _-• \.— — , I \ 1 / r — — \ �� I /j�/j\ . \ \ MAPt06 PIRG OW CIPI / GOD COAVOWAmw O/musw I / AAm ARM NM BOOT calmm 1666/PAQr 312 I 6166/PQ PL an/PO 00 / \ fnU�o — �egend North Horsley EnWitten Solutions � A; Sustainable Study •dig �., Point �— Drainage Area Map 0 80 Pre Development Subcatchment Area West Barnstable Communities-Site A Scale in Feet West Barnstable, MA 06/26/06 JH 5093-YMCA DRX.dwg r a ce/oN MUND Accsss 00 CouKr 00 30 RM P SET EA 87 --e-i\ \ \ +3s_ — L_eg�end Horsley Witten Group North Sustainable Environmental Solutions www.horsleywitten.conl Study Point Drainage Area Map o ao Post Development West Barnstable Communities-Site A A Subcatchment Area Scale In Feet West Barnstable, MA 06/26/06 JH 5093-YMCA oRP.dwg ,• .,� ` t • i i _ • I ar � y r • i M i 1 � I � � • ,� • r • • _ � �. _ C; _ .. is ' � .. .. t' .x .� .� �;�.. � �• .•ti. ti �,� � t. . • • �� �{� ��;d ,. ' • .R' + H 1 .�[q� - � � • .. .. . .. r � " t t B6UsING 4.1 1 .1 ASSISTANCE1. 411 ® s 1: 7434 0 Housing Assistance Corporation A Brief Description Since 1974 the mission of Housing Assistance Corporation has been to build a community where • everyone has a safe, stable and decent place to live. To that end, HAC has developed a continuum of housing programs that range from sheltering to permanent housing development. All programs • contain opportunities for and commitments by clients to develop personal and economic self- sufficiency. RAC maintains the only homeless shelter for individuals on the Cape and Islands. The NOAH Shelter • accommodates approximately 50 people each night. Adjacent to the shelter is the O'Neill Services center,which offers various counseling services. Chase House,which is part of the complex, is a residence for individuals transitioning from homelessness to independence. Family shelters include Angel House,a residence where parents in substance abuse recovery can heal • while caring for their children and Carriage House,a residence for first-time mothers and their young children. HAC also operates scattered-site shelters for families and administers Project Prevention, which provides rental and mortgage payments in emergency situations and coordinates Cape wide prevention assistance. Housing development commands an increasing share of HAC's attention as available housing stock on Cape Cod and the Islands disappears. This department is the"bricks and mortar"of the agency, working independently or in partnership with other agencies or individuals to construct affordable housing. Over the years,HAC has participated in the development of nearly 350 affordable housing units. HAC provides weatherization, heating system repair and appliance replacement programs and an assortment of repair loans and grants for low-income home owners. HAC manages a group of agency- owned family housing units and administers more than 700 section 8 rental subsidies for the region and other rental assistance programs, including those for persons with disabilities. The Cape Home Ownership Center(CHOC)provides workshops for first-time home buyers and sponsors a Housing Info Fair at which hundreds of interested fast-time buyers can talk with community lenders and credit representatives. Loan assistance programs administered by CHOC include the Down Payment and Closing Costs Program and the Soft Second Loan Program. The Family Self-Sufficiency Program is a five year commitment to a course of improvement culminating in the attainment of a goal,such as education or homeownership. The agency's individual development account(IDA)program combines matched savings accounts with an economic literacy curriculum. HAC believes one of the greatest assets of this program is the volunteer mentor component,which provides guidance,education,and personal counseling. • HAC has played a key role in founding several human services and housing organizations,most notably the Massachusetts Non-Profit Housing Association,HOME Consortium,Affordable Housing Loan Consortium,Lower Cape Cod Community Development Corporation,and the Housing Land s Trust for Cape Cod,Inc. The agency draws considerable support from the community in the form of funding and in-kind donations, volunteers,workshop instruction,and development collaboration. Our .� clients have a high success rate in achieving self-sufficiency,and many have become RAC employees and board members. www.haconcapecod.org Addrtsa arty rvplr to BOS:E :76-12E0. �p�JP4GU'"ll CQCr�4 OQ-4�11K-�_`t�r�p�j j( P.O. Box 9081 ,UL - 1975 JFK Post Office Boston, Mass. 02203 �°8n{3PDC�4 �OP0640P Internal Revenue Service oat.: In r.plr rrl.r to: Jul 13 1,076 ( EP:r.C=J. Dunnell TEM: 17 223 4241 Housing Assistance Corp. Box 652 618 main St. :lest Yarmouth 02673 Centle..men Based on information supplied, and assuming your operations will be as stated in your application for recognition of exemption; we have determined you are exempt from Federal income tax under section 501(c) (3) of the Internal Revenue Code. i • We have further determined you are not a private foundation within the meaning of section 509(a) of the Code, because you are an . organization described in section —SL,l, and 170(b)(1)(A)(vi) You are not liable for social security (FICA) taxes unless you file a waiver of exemption certificate as provided in the Federal Insurance Contributions Act. You are not liable f.6r the taxes imposed under the Federal Unemployment Tax Act (FUTA) . Since you are not a private foundation, you are not subject to the excise taxes under Chapter 42 of the Code._.Howe_v_e_r,-._y_ou.._are...not_.. ._-.... aufomafically exempt from other Federal excise taxes. If you have any questions about excise, employment, or other Federal taxes, please let us know. Donors may deduct contributions to you as provided in -section 170 of the Code. Bequests, legacies, devises, transfers, or gifts to You or for your use are deductible for Federal estate and gift tax purposes if they meet the applicable provisions of sections 2055. 2106, and 2522 of the Code. If your purposes, character, or method of operation is changed. please let us know so we can consider the effect of the change on l your exempt status. Also, you should inform us of all changes in your name or address. 1• Mv.r) Form L-178(Rev..8-73) If your gross receipts each year -are normally more than SS,OOo. you are required to file Form 990, Return of •Organization Exempt From Income Tax, by the 15th day of the fifth month after the end •' of your annual accounting period. The law imposes a penalty of 310 a day, up to a maximum of $5.000, for failure to file a return on time. You are not required to file Federal income tax returns unless you are subject to the tax on unrelated business income under section. 511 of the Code. If you are subject to this tax, you must file._an.-.ucome tax return on Form 990—T. In 'this letter we are not determining whether any of your present or. proposed activities are unrelated trade or business as defined in section 513 of the Code. You need an employer identification number even if you have no employees. If an employer identification number was not entered on Your application, a number will be assigned to you and you will be advised of it. Please use that number on all returns you file and in all correspondence with the Internal.Revenue.Service. Please keep this determination letter in your permanent records. - Sincerely yours, HERBERT B. MOSHER District Director \' Form L—178 (Rev. 8-731