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Home My WebLink About2331 MEETINGHOUSE WAY/RTE 149 (3) UPC 12543 ' No.53LOR HASTINGS,UN �: y �� i 1 ri- W �: P" �'g ,. (�� _ 4 .,, r }� I o �: �� F �I ,.. ".' (.S 23 � I � _.� ��_ 1i � f { a t I� �_ � .7' i Name of Proposed Development: �"�S� C,<< S YJ� Co Un 1 4 efS FD Short Project Description2: r� Cp n (�s (1 t CJ r cl a�' • Attachment F-Project Description/Narrative Attachment G-Project Site Plan and Architectural Plan(s) Attachment H-Project Financial Pro forma Attachment I-List of allpublic agencies, boards and Commissions who's review and approval would normally be required of the project and for which the applicant is seeking variance, waivers and approval from the Zoning Board 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:�c�e< <�eYY��CAi'1 1 Phone: '� '�� S� 1 Address: 46k yl(\ok�11 1�c� U o tt.J Fax: Cer�--er��ille( t�A p7.�3a- • Applicant's Engineer: i-:�D r,5l e i \k k C ro( ,Phone: Address: Ci 0 Fax: - 68 3 •-3 IS L ��S - d- Applicant's Architect:� (U n t✓�- �� e Yl U('C(��- .a �/, Phone: � Address: U �- �+ Fax: 9 -,(901 -a Attachment I-DevelopyPs Pro c e_Mrrati>!e of"eve 2,xpertence and qualification to successfully complete project Signature: Date: (.sQ ig� Applicant's or Representative's Sig ature Representative's Address: 46-0 LuE.J7 k6s S7- Phone:% AA Fax No.: -(-7 ' '74,34- 2 Note-Project Description should include total number of units,type of units,number of bedrooms,building area,acreage,number affordable and other information as applicable. This description will be used in drafting the public notices. �XIMMA woes �. t6jA� MKS 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: 406itl5"d. v ,Phone: 577-7V- K3 r Applicant Address: q6Y 47 lw e, NO)e? QST Fax: M,9? - 7 2 - Sk 73 Applicant Status: (Check one) [ ] Public Agency [ Non-Profit Organization [ ]Limited Dividend Corporation • Attachment A -Attach Documentation of Applicant Status -"7A6 J p p Subsidizing Agency: 2 e4 Subsidy Program: L d bu /I Ca✓p v Attachment B-Attach Agency Commitment Letter Property Location: e U d- -�e. l q Property Owner: --I ,Phone: Address of Owner: / l'G u. e/ vS e� Attachment C.-Attach Documentation of Applicant's Interest or Owners ip in the Property' Assessor's Map/Parcel Number: S U 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) V 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 I i • I 1 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 I � ♦y - . J � � I y { I Pr ' isohm � M _ {' I•t� ' 1 ' - S -t r ram` =-' .'- '�Ir t � f ..: ram: ..'....tom; .s,�-_-` •, _;,, _ 4 - - _,� r+ 777 Q�y 4`1 M 0 ❑ U I is i' i K 6 H >' uUu v su U uU l0- - • - 0 0 0 0 0 0 000 o 0 0 o-oo - o 0 i, 1 i Aft Mh 1 Dear Friends, Y 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 that we do every day on behalf of Cape Codders who also need housing. ' r We learned a lot during that period about ourselves as individuals,the agency,our community and government. r ` Most memorable, perhaps,was the willingness of so many people to drop everything to help other people in their greatest time of I need with gifts of time, money and even housing. 1 _ 4 ` 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. f The passionate support and concern for the Katrina evacuees—from state agencies,community organizations and individuals—was admirable 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 are homeless and everyone in between—who also need our support in their search for safe,stable and decent housing? Th l f i i h di Finng an answer to that question s our goal 2006. e coming year we hope you will join us. ' ` i � Sincerely, Rick Presbrey Ed Mangiafico r Executive Director President i Hurricace 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 WELCOME YOU ; l: 4 .:.1p•I -� L O lA / pla 01 M A t WEICOM ( _ 'sal.;T^ ,`/` �I�']4 •y y i . _ r gave so much of themselves for the evacuees. During the evening, many of the volunteers took the opportunity to E take the microphone and share with their colleagues a reflection of their work at Otis Village. A few themes 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 energy that was created in support of these displaced men, women and children from New Orleans needs to be captured and somehow used again to support the housing needs of many in our own communities. That is certainly our hope as well.0 U U y hours . Service hours put in by HAC staff and volunteers at Otis Village _ 'I i HAC saved from becoming homeless last year cape residents • I "I didn't know what we were going to do," she says. PCeUe�t�O� "We wouldn't go to the shelter. We'd worked too hard for that.' Preventing Homelessness One Family at a Time 5. 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 deposit. - - "If someone says, 'Oh, poor me,' or 'My life stinks,' I'll look them straight in the eye and tell them to get back on - r 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 feellike 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 vyas 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 i 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. I I r. • I rehab programs usage and I r �� r by combining1 I and p •te resources / combat I heating costs and maintain affordability for residents. i+fr L° i. -0r• ' Michael Berry, Director ofEnergyPrograms ✓ O �eatheC�lat�U� "We applied and got $725 for our heating bills," says V�VI Il II 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." Sometimes, shelter from the storm isn't all it's cracked Soon, a new group of energy auditors was fanning 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. r _ "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. 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 I 90 Received information and services from Housing ' Consumer Education t- Department cape residents "We had no idea about so much of this," says Scott. DRSHME[i "I cant say enough about what HAC taught us. Upon graduation, the Jacobsons were eligible for an interest-free loan if and when a home became available. Lottery Opens Doors for Mashpee Family - �. "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 Jacobs ons 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 I< 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 I uggested 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 tl4e 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. F -fL r ^d ` �I /M.IL4�:�,�J��II�YMry4J►�A/�ifY,�I I I Lim/W�A:! -L.�w�1/V�W 11wt:Yi+l%LAJIIG.J W1J//! 1 1 leased Housio 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 that to serve her clients well, she needs to work with to do, Denise enrolled in HAC's homeownership 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, strong suit. Denise describes herself as "a numbers gal." She was so good, in fact, that soon she had a job-at HAC, Which is a good thing, because a big chunk of her job the organization that had taught her. So good that in-2004 involves figures, calculations, tables, and spreadsheets. she and her husband bought a home in Hyannis. i 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 community in - But statistics don't tell stories. People do. About half of 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, 13 U administered who kept putting off some needed dental work so he by HAC could make rent. She tapped some computer keys, million and adjusted how much assistance he received. "In Barnstable County, we have been losing apprommately 300 students per /1We're also struggling to fi//key II Including superintendents and specialized i p�MMES F08 CAPE CODOERSs/� M flf�00116 A :3,�'~ teachers. Cape I I costs are • I • significantI• on our schools. Barnstable Public Schools Tom McDonald, Interim Superintendent, NMO[u haq Right away it became necessary to define workforce housing. In urban or high-tech centers around the i 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 of employment. About 10 years agog Provincetown businesswoman 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 But instead 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 task force will explore. Late in 2005, Housing Assistance Corporation began 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. I r Early in'2006, HAC held two major conferences on what Hourly wage needed 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. n I I r { ` d. fir . SIIUIIUI 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 army of volunteers who provided them with a nutritious served at a dinner and breakfast, along with a chance to shower and do laundry and prepare for the day ahead. In 2005, more HAC shelter 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 Y' I people who have often been waiting years to finally have a safe, stable and decent place to live is the most excltlng part of myjob. An opportunity to experience th - , ,s,•r° • 1 • • I / /I / • 1 over again,,no matter how • Gisele Gauthier, Director i i Developrnent • II m n But in April, around the time when high school seniors are HOLISIII DeuelO IIIUIII getting letters from colleges letting them know if they've 9 P 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. 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. I housing units in 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 U U 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 ' I I P E - II I I I "We keep our overhead lowind pinch pennies to ensure that 92 'HOUSING ASSISTANCE CORPORATION Cents Of every dollar g0 directly t0 CONSOLIDATED STATEMENTS OF POSITION _ .TUNE 30,2005 the programs. That means a lot to (With Comparative Totals for 2004) me, to our board and to the f� 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 � e% { 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 z1% Homeowner ` Other current liabilities - .1,050 Total Current Liabilities 2,175,869 2,440,150 55% Renter Non-Current Liabilities: Notes and mortgages 2,631,416 5,233,301 Escrow 83,950 92,805 Homeless Other liabilities 21,636 21,989 - 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 64,497 . 25% State Total Net Assets 7,609,981 2,687,117 Government j f Total Liabilities and Net Assets $ 12,522,852 $ 10,475,362 57% Federal 7%'Private Government Contributions "Fees&Rent r t I bob I DO�o� 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 I 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 wiKthe 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. Li I U U P I ®1�® -- -T g� Z n I 5 r. 4 iVf $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 $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 Harbors Marine, Inc. Stop&Shop Pemberton Family Foundation, Inc. $500-$999 United Way of Central Massachusetts Rotary Club of Hyannis 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 The Fraser Family Foundation § Gala Benefit Sponsor rrounne atnrrnnce colt The 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 The Ridge Club Rotary Club of Osterville Good Works _ Royal Health Group Charitable Foundation Sandwich Junior Women's Club Wal-Mart Foundation 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 F 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 L Cotuit Federated Church North Falmouth Congregational Church Unitarian Universalist Fellowship Dennis Union Church One Light Unitarian Universalist Meeting House of Chatham 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 1 First Baptist Church St.Joan of Arc . t First Baptist Church of Hyannis St.John's Episcopal Church 1 I Lighthouse Society$5000 plus J.Timothy Sherry Marjorie Sanson and Steve Morgan Anonymous I Mr.and Mrs. Robert J.Tarr,Jr. Geoffrey and Kathryn Stone Joseph Valle Michael Sweeney and Karen Mullaly- Dr. G. Curtis Berry 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.Tew Robert Wilkinson David and Muriel Wadsworth Margaret Tobin Grant and Helene Wilson. Paul and Joan White Mr.and Mrs.fFrank Wilkens Dan Wolf Marianne E.Williams Mr.and Mrs.Anton Yereniuk Pearl Wolfson Robert and Irene Wright Schooner Society$2500-$4999 Bion and Jeanne Bubier Beach Glass Society$500-$999 Rev. Dorothy A. Greene Anonymous Beetle Cat Society$250-$499 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 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 Charles and Doreen Bilezikian Martha Clifford Angela Cenzalli Tony and Eileen Boutot Lucy Collins Mr.and Mrs. Michael Champa Mary and Allan Broadhurst Deborah G. Converse John Conathan II Bobby Cross Gary and Lisa Conway Kenneth and Anne Brock Nancy Davison Dr.and Mrs. Henry B. Cote Janis Byers Jed and Peg Deegan Joan L. Creedon Mr.and Mrs.Waters S. Davis III Jack Delaney John Drew and Anita McCarthy-Drew Nancy Crockan John and Dorothy DeYoung Margo L. Fenn Edward Cunha and Bridget Cahill Patricia Fiero and Richard Kraus Livia M. Davis Mr.and Mrs. Herbert E. Ehlers f 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 Graving Timothy W. Fulham Richard and Mary Farley Angela Hahn and Tom DeVesto Steven and Maureen Goodwin Dorothy M. Feeney Edward H. Grant Kenneth and Joyce Fowler Mr.and Mrs. Edward D. Herrick David Kendall and Nancy Smith Chapman Greeley Todd French Doug and Wendy K Nancy 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 Al McDonough Jack and Sara Jillson James G. Hinkle Mary Mary M Jean McLeish Everett and Anne Johnson Kevin Howard Joseand Allen Mears Jack and Cynthia Kadzik Paula Hudson and Fred Eberman Donald and Al Christy, Al 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 Linda King and John Feeney Irving and Pauline Kalman Michael and Dale Murphy Edgar and Judith Kleindinst James and Merle Kelly David and Joan Llewelyn James and Jean Kelly Gordon and Carolyn Nelson Mark Nelson and Kristie Kapp Alphonse and Joyce Lucchese Robert and Wendy Kenney (4 John and Anne O'Brien Beatrice Medeiros Lawrence and Hannah Langsam Felicia Penn and Joseph Hoffman Rev.and Mrs. Philip H. Mitchell John and Betty Latham Robert and Anne Pickart Mclariie Powers Patrick and Karen Murphy Francis and Theresa Laurin }� Neal and Ann Pratt Daniel and Jean Novotny Fred and Susan Legate f� Fresbrey Robert Oliver Dr.Wendy Leslie Rick f' Rick Sallie'Riggs-Corgan James and Ellen Peterson Susan P. Lindquist Dorothy Savarese Henri Rauschenbach William and Anne Marie Litchfield Stephen and Peggy Reilly Francis and Victoria Lowell Doris]and Richard Sellars Allison Rice Robert D. Macallister t I i ilia i 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 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 Rieber 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 Hedy M. Rosner Cape Cod Media Center Plimouth Plantation Paul and Loretta Ruchinskas Cape Cod Melody Tent Pocasset Golf Club Tom and Carolyn Russett Cape Cod Opera Company Puritan of Cape Cod 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 Caf6 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 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 4 Enchanted Florist Thayer's Flowers, Inc. First Congregational Church Tugboats Fitzie's Barber Shop Vermont Pure Springs oQy� Flora D'Elegance Wianno Club Four Points Sheraton Woodbriar Golf Club The Frame Shop Woods Hole Golf Club s ° o0o Friendly's Restaurant. World Telecom e f FYI Band I pOEfS Gallo Ice Arena *Walk to End Homelessness In-kind Sponsor -�• 't .. Hannah's Fusion Bar and Bistro § Gala Benefit In-kind Sponsor FOR T 12H SXELTkc THeH�or� Harbor Point Restaurant • NOAH Telethon In-kind Sponsor Heritage House . Heritage Museums&'Gardens ! Hyannis Whale Watcher Cruises Hy-Line Cruises Jillian's Restaurant Kabloom is4. .._„ M, �7G�T _ , r �`�` ., ��` � �I I• �IAS � -I/1L�L'i Ida!iIAL.JL16� k a i �D�u�teerS "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 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. 444 r� i Hill 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 t David Aiken Bob Chase Diane C.Funfar Evelyn Kauffman 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 Community of Jesus Joan Gilbreth Nadine Krasnow Dusty Barley William and Jayne Condon Carolann Gillard Peter Kropp Ann Barlow Consumer Credit Margaret Gilmore Luke Lally tt Judith Barnet Patricia Conti Rev.Alex Gondola Liz Laprade t.' 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 Lebel 1- Joan Bassett Susan Crowley . Hall Family Mary LeClair Bechtold family Anne Curry Lee Hamilton Anita Ledoux -- Chad Benaka Patty Dautch John Hanlon Joan Ledwith Art and Elaine Belanger Dennis-Yarmouth Regional High School Ann Harmone Michael Leighton Don Bells Jack Delaney Rev. Bernard Harris Denya Levine Todd Bellone Zach DeLong Harwich United Methodist Church Virginia Lewis Jim Bergquist Dept.of Transitional Assistance Vicci 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 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 Lussier" Tommie Ann Bower Jeanne Durgin Jodi Hoff master 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 r 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 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 Davin 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 1 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 i Mary Montgomery David and Claire Reid Steve Teehan G. Richard Weir Jack Moran I Lorraine Reiley Betty Thompson Charlotte F.Werrick f 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 p Ann Munford Elise Rieger Patty Tracey Linda Wheelden i Chantel Muniz Sallie Riggs-Corgan Gary E.Tratt Lois White Gerrit Murphy 1 Arthur Rittel Samuel and Vivian Trotz Mildred White Mary Murphy f 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 M 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 j 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 F 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 r 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 y Cheryl Park c��,' Jackie Scarboro ' `"- Richard W. Paul to 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 4..,. `. Pat Peterson Laura Shufelt Sarah Philbrook Vivian Siempos t Pilgrim Congregational Church Rosa Simpson Charles Pisacano Anne Smith t 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.IPrindle Theresa B.Stebbins fr ' Helen Prothero Charlotte Stiefel u Linda Puleo Sue Stinson M I Jan Pulit' Barbara Stuart Marcia Raftery Sturgis Charter School Nancy Rago Denise Sullivan PJ Rainwater Lisa Sullivan and family '" d Mary C.,Rapaport Sean Sullivan Sean Randall Mary Tamash Amy C.�Reed Grace Tavares I I I rum , ' Patrick Austin Carol McManus Dolores Barbati-Poore Heather Meehan Rita Barnett Lisa Meissner •-,.__. -. Ruth Bechtold-Imhof Carol Melcher r, +r Margaret Benaka Janice Miley Michael Berry Deadra Miller Kirby Bevans Kristen Mills1 Elizabeth Bolinder Janet Mott Amy Brigham Michelle Nickerson Richard Brigham Joseph N'Kunta Thomas Brigham Susanne Norman Susan Buchan Jill Pareja Joan Buczek Pamela Parker 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 - _ - 4 Sun .' Lucy Collins Johnathan Quintal SeP P• A n n„� Evelyn Colombo Ann Rebello Deborah Converse Allison Reid Nan Nanc Crockan Allison Rice [�(vJ�/(/'►0%yU� Jocelyn Croft Margaret Rieber r-. Arlene Crosby Anne Robertson IJ�/ Joseph DaLuz Brenda Rocklage Livia Davis Laurel Ronayne Nancy Davison Isaac Rosen Penelope Deveney Bart Rubin Diane DiBona Christina Russell " Rosemary Dill Virginia Ryan ; ' Jessica Edwards Marjorie Sanson Paula Farren Katrina Santos Deborah Galvin Tammy Schenk Dawn Gaudreau Kenneth Scipione Gisele Gauthier Ronald Simmons Carolann Gillard Kelly Smith Hilary Greene Pamela Smith-Warner Ashley Hodges Yvonne Souza - Anne Holmes Jeffrey Stranger t Kathleen Hoyt Charyl Strew Paula Hudson Michael Sweeney t Jill Hurley Bernardo Tellez Kelvin Ing Annmarie Torrey Marc Israel Judith VanBuskirk Olivia Johnson Tara Wallace , Catherine Kelley Heidi Walter q Thomas Kelliher Margaret Wass Thomas Kiernan Matthew Watson Laura Kiernan Brenda White Linda King Mildred White Pamela Krakowski Anne Williams Janet Leavitt Marianne Williams Ave Leonard Faith Woodcock ! John Magee Julie Wright a: Denise Magnett F, Greg Manning f t.� Rosemary McCoy — Joseph McLeish 2i• - - Judith McManamon 4� 4 l 1, I 1 •� I 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 Anne Walther Hayes,Treasurer Rich Brothers Gisele Gauthier Albert J. Narbonne,Jr., Clerk Deanna Bussiere Paul Lebel Joan Bassett I Hilary V.Greene Jack Delaney Linda King ,k Dorothy Savarese David Kirkwood G. Richard Weis Theresa Martin �44 Linda Nassar Lavin, Emeritus Philip Mitchell Dana's Fields Advisory Will Robin, Emeritus Linda Rogers Committee Joseph Polcaro, Emeritus Amy Wuolle , Andrew Young Neal Pratt, Chair p Rev. Bruce Bardon S4 I Linda Brodeur Shirley Coe Business&Philanthropy Dale Forest Committee' FSS Advisory Board Kelvin Ing Bob Johnson Kenneth Brock Mellisa Carney-Getzie Linda King i Peter Freeman Paula George Frederic Presbrey Joseph P. Gatto Terri Huff Eileen Shaughnessy F Lynne Holtori Jacquie Scarborough Patrick Murphy Anne Scott Amy Reed I Barbara Stuart G. Richard Weir Tara Wallace Christopher Wise Amy Wuolle Nominating Committee Dan Wolf Amy Reed, Chair Lois Andro Phil Mitchell + Landlord Advisory Committee Sean Randall Constituency Committee Ronnie Bourgeois Rebecca Richardson Joan Bassett Kieran and Joan Healy 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 c Mellisa Carney-Getzie Maggi Flanagan Alice Lopez a Terry Stebbins Finance Committee Edgar Mangiafico, Chair Joseph McLeish Frederic Presbrey �I Michael Sweeney Ann Walther Hayes 12 Personnel Committee `o SPEAK Sallie Riggs, Chair Michael Sweeney �yt Anne Walther Hayes � FU ! I Ha�SING � 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 • Angel House • Carriage House • Village at Cataumet • TIP & Barnstable County Pilot • Housing Assistance Program • Project Prevention County • Housing Settlement Program Housing Development Department Individuals Department • Chase House • NOAH • Kit Anderson House • Operation In from the Cold • Mobile Resource Team • Individuals Prevention • Social Purpose Enterprises • Dana's Fields • CAC Safe Harbor • 6th Ave • Y Initiative • Property Maintenance Leased Housing Department • Housing Choice Voucher Program • Shelter Plus Care • State-funded Subsidies HOUSING • JOBLink ® ASSISTANCE • Family Self Sufficiency • Project-Based Assistance CORPORATION on Cape Cod I ® HOUSING ASSISTANCE c� CORPORATION on Cape Cod I 460 West Main Street Hyannis, MA 02601 Al phone: (508) 771-5400 (877) 852-9317 fax: (508) 775-74344' email: hac@hac,oncapecod.org www.haconc6pecod.org Program Locations Angel House i 309 South Street, Hyannis, MA i i Bryan R Chase House } 87 Winter Street, Hyannis, MA Carriage House 294 Old Main Street, N Falmouth, MA NOAH Center 77 Winter Street, Hyannis, MA ' The Village at Cataumet rl 1252 Route 28A, Cataumet, MA f' AL 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 seniors. 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 I • Page 6 of 7 r - • 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 FROM WAIVERS FROM LOCAL BY-LAWS, RULES AND REGULATIONS The Applicant seeks waivers from the Barnstable local by-laws, rules and regulations, as shown 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 Bylaws, Planning Board Rules and Regulations, and/or such other local by-laws, rules and regulations that would otherwise be applicable to this development. i • 0 Page 5 of 7 f particularly where the new development will be situated, is fairly flat. 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. A baseball field, community building, and several single-family homes and businesses surround the site to the Northeast. Undeveloped woodland abuts the site to the South and West. Also submitted herewith 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 people at or below 60%of median income under the Low Income Housing Tax Credit program. Based on present figures,this would mean that for a single person household,the maximum annual income would be approximately$30,120. The Applicant, in accordance with the LIHTC rules and regulations, • intends to rent the affordable units at approximately$692, thus allowing households with incomes of approximately 60%of the area annual median income to qualify. The incomes for all households will be recertified each year in accordance 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. e.) Impacts. Given the positioning of the building on the site so that no section of the development is within 100 feet of a designated wetland, and the conformity 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 Page 4 of 7 • 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 7.3 acre +/- site on Route 149, in the village of West Barnstable. The site is zoned RF Residential. The site previously housed a single-family wood-frame home designated to serve the Town's poor that was razed in 1971; the land is presently undeveloped. The proposed project will consist of a wood-frame building with 12 1-bedroom apartments for senior citizens age 55 and older. The Town water is not available at the site, so the building will be served via a well. The project will also have an on-site, underground wastewater treatment facility. According to the Horsley Witten Group's Phase 1 Environmental Site Assessment dated March 22, 2006, (attached hereto) "a stream and associated wetland border the southern and western part of the site and flow toward Mill Pond which is located approximately 1,800 feet i northwest of the site."The site is a combination of woodland and open field, and the topography, • Page 3 of 7 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 senior citizens 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 Lombard Trust, under the Will of Parker Lombard, with the Town Manager of the Town Barnstable as Trustee. The Applicant was designated as the developer through a Request for Proposals process, and the Town Manager as Trustee has approved the execution of a ground lease between the Applicant and the Lombard Trust. (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, 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 • Page 2 of 7 • MEMORANDUM AND REQUEST FOR WAIVERS West Barnstable Communities— Site B—Route 149 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 a building consisting of 12 1-bedroom units to be used as affordable rental housing for persons 55 and older. The proposed project is sponsored by Housing Assistance Corporation. Our goal is to provide 100% (12) of the units 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 the area median 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 regulations to automatically be treated as not consistent with local needs, unless the town can I Page 1 of 7 BAMSUBM KAIR '39 ' Town of Barnstable Zoning Board of Appeals e Agreement to Extend Time Limits for Holding of a Public Hearing on a Comprehensive Permit 1 In the Matter of f t ( �4ubl e- (OM # u A i es ,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 for a 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: �\aav;vxS vq%lSZcv%te Ca� Zoning Board: Signature: Signature: Applicant or Applicant's Repre entative Chairman or Acting Chairman Print: �lrt W c- i Print: Date:��tA�� 21 2-606' Date: Address of Petitioner(s)or Petitioner's Representative 460 �-�5Z W-ka�K 5-7� Zoning Board of Appeals Office v►��S . ��(o(} 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 5/7/2019 Parcel Detail oa:ter OPP SAIN Logged In As! Tuesday, May'i '2019 Nancy La ned Parcel Detail Parcel Lookup Parcel Info Parcel ID 155-002 I Developer Lot, ' Location 2331-MEETINGHOUSE WAY Pri Frontage 820 Sec Road I Sec Frontage , Village West Barnstablev �I Fire District';W BARNSTABLE I Town sewer exists at this address'N0 I Road Index,1013 Asbuilt Septic Scan: Interactive Map 155002 1 Owner Info co Owner BARNSTABLE,TOWN OF(L) o ner;C O ARNSTABLE HISTORIj Streetl 367 MAIN STREET I Street2� � City'HYANNIS I state MA I zip 02601 _ (Country Land Info Acres 1.00 _ M I use Municipal Imp MDL-96 ^ I zoning RF I Nghbd 0106 r -) Topography I Road I Utilities �^ ( Location I Construction Info Building 1 of 1 Year 1960 "'1 Roof Gabel /Hip Ex Wood Shingle Built' �IStruct Wall ` Living ""`. Roof _.«_-.,_. '_,l AC � _.,,.Y�..�..—. Area 616 cover Wood Shingle Type,Central i r .— -- style;Family Corner. wali'Wall Brd/Wood J Rooms 00 J U,ST10 Model(Commercial I Hardwood' - J Rooms Bath 0 Fl000 rr Full-0 Half tat'UMAN"Sl LDG Grade A\erage HeaTotal Type Hot Air � 11 Rooms —�� GAS Heat ' Stories 1 fuel Gas Found-ation-Beck WaIIS Gross 746 Area Permit History Issue Date Purpose Permit# Amount Insp Date Comments 6/30/2013 NW FND UNDER EXIST 3/14/2013 Foundation 201300697 $116,900 12:00:00 BLDG AM 6/30/2013 10/2/2012 New Siding 201206057 $12,939 12:00:00 RESIDE AM 9/12/2012 New Roof 201205572 $7,950 6/30/2013 REROOF BLDG W WD 12:00:00 SHNGLS TO MATCH EXIST issq 12ri ntranet/propdata/Parcel Detai I.aspAD=10358 1/4 5/7/2019 Parcel Detail AM 6/30/2008 SHELL ONLY&COMMON 5/8/2008 Commercial 200802466 $466,666 12:00:00 AREA SENIOR HOUSING AM 12 UNITS - Visit History Date Who Purpose 7/30/2014 12:00:00 AM Jeff Rudaak In Office Review 6/27/2013 12:00:00 AM Jeff Rudziak In Office Review 10/1/2009 12:00:00 AM Nancy Finch New Construction 6/29/2004 12:00:00 AM Paul Talbot Meas/Listed-Interior Access - Sales History Line Sale Date Owner Book/Page Sale Price 1 BARNSTABLE,TOWN OF (LOMB) 9/214 $0 j - Assessment History I Save Year Building Value XF Value OB Value Land Value Total Parcel # Value 1 2019 $74,000 $1,400 $0 $150,000 $225,400 2 2018 $71,600 $1,400 $0 $156,300 $229,300 3 2017 $70,500 $1,100 $0 $156,300 $227,900 4 2016 $70,500 $1,100 $0 $156,300 $227,900 5 2015 $59,600 $1,300 $0 $155,000 $215,900 6 2014 $59,600 $1,300 $0 $197,600 $258,500 7 2013 $67,500 $1,100 $0 $639,900 $708,500 8 2012 $69,300 $1,600 $0 $615,400 $686,300 9 2011 $75,900 $0 $800 $615,400 $692,100 10 2010 $75,900 $0 $1,100 $625,200 $702,200 11 2009 $75,900 $0 $500 $601,400 $677,800 12 2008 $94,100 $0 $500 $601,400 $696,000 14 2007 $94,100 $0 $500 $601,400 $696,000 15 2006 $94,100 $0 $500 $661,500 $756,100 16 2005 $113,900 $0 $0 $601,400 $715,300 17 2004 $107,400 $0 $0 $601,400 $708,800 18 2003 $88,100 $0 $11,900 $392,500 $492,500 19 2002 $89,300 $0 $11,900 $411,500 $512,700 20 2001 $89,300 $0 $11,900 $411,500 $512,700 21 2000 $84,000 $0 $11,900 $341,500 $437,400 22 1999 $84,000 $11,900 $0 $341,500 $437,400 23 1998 $84,000 $11,900 $0 $341,500 $437,400 35 1986 $0 $0 $0 $0 $0 Photos issq l2fintranet/propdata/Parcel Detai I.asp)OID=10358 214 k z �r ;R 5h � y $ w w 1 eG 0311112M t. MO ' 03I11/2009 - h yl:o i i I _ 3.5, 2019 3 5.2019 5/7/2019 Parcel Detail 5v2019- I . ' /"f �` .s•• �� s � ��i i iFfl1�? 3. 9.9 4 "' "^L 3.\5 2019 IN I i issq 12r ntranet/propdata/ParcelDetai I.aspx?ID=10358 4/4 Mass. Corporations, external master page Page 1 of 2 William Francis Galvin Secretary of the Commonwealth of Massachusetts m J Corporations Division Business Entity Summary ID Number: 000967158 l Request certificate 1 New search Summary for: WEST BARNSTABLE COMMUNITIES LIMITED PARTNERSHIP The exact name of the Domestic Limited Partnership (LP): WEST BARNSTABLE COMMUNITIES LIMITED PARTNERSHIP Entity type: Domestic Limited Partnership (LP) Identification Number: 000967158 Date of Organization in Massachusetts: 12-21-2007 Last date certain: 12-31-2027 The location or address where the records are maintained (A PO box is not a valid location or address): Address: City or town, State, Zip code, Country: The name and address of the Resident Agent: Name: HOUSING ASSISTANCE CORPORATION Address: 460 WEST MAIN ST. City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and business address of each General Partner: Title Individual name Address GENERAL WEST BARNSTABLE 460 WEST MAIN ST. HYANNIS, MA 02601 USA PARTNER COMMUNITIES - HAC LLC ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Amendments to Limited Partnership Certificate Annual Report Articles of Entity Conversion Certificate of Cancellation v http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN... 9/29/2017 rMass. Corporations, external master page Page 2 of 2 �VView filings Comments or notes associated with this business entity: New search J http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN... 9/29/2017 I I 1 a ' or g R >, v � EO i O Ojz zoO - - �d a � R o o _J a O it 5 z a �a R I I I 9 d p I R I F bit, I i Q I O®O I CCD I I I Ai , IL--- I I L_� I Q o O I � 1 cOD O 1 I I p 1 I O O I Gp 0 a 9 Q d ad• -- - •U (d 1 LL idLL of O®O o e O _ O It O I I . I I I I , I I L----------------J r- ---- ----------------------------, I r- or OO "Fit l O1 1 I Y Ojo I a I p , 0 rioo II I I pi______________________ j I � ,, ja I I b I t g E 0 zo a 1 1 p I __________________ _______ ________ _____J 1 I 1 I I I I I I 1 LJ I i LJ I 1 1 I 1 1 I I I 1 I I I . I I I • LJ i i LJ I I I � • I I 1 I I I I I I I I I • 1' 1 j 1 I I � I 1 I I � • I 1 1 I � I I I 1 i� _� 1 J ---------- -J I I I I 1 L_-- IL I l gyp. I 1 i os L--- u 1 I I 1 L_______________ 1 1 I I 1 I I I MEMO TMITT BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC, FIELD REPORT# 12 Project: Wl . Barnstable_ =Communities -Site--B-{Senior-Housing) 2331 Meeting_House-Way,-W-Barnstable,' MA--Date: 11/6/08, 1:00 PM Weather: Light Rain Temp. 50°F Est. %of Completion: 55% Conformance with Schedule: + Present: T. Howes, (Valle Group), S. Williams(BLF&R Architects) Distribution: Via E-mail CC: C. Valle(Valle Group T. Howes(Vaile Group) A. Danner(HAC) T. Perry(Building Commissioner) J. Creamer(HII) R. McKechnie(Building Inspector) G. Russo(Clerk-of-the-Works) B. Walsh (Allen & Major Associates) OBSERVATIONS: 12.01 A site visit was made to observe shear walls sheathed with gypsum wall board (GWB) in the two story section of the building. At the time of our site visit the majority of the shear walls in the two story section were complete,although some of the shear walls on the second floor still remained to be done. �Y 12.02 5/8"type X GWB had previously been installed and appeared to be installed in accordance with the shear wall schedule. 12.03 The GWB had been installed with the long edges vertical and was fastened with drywall screws at 7"O.C. along all studs(at panel edges and field). 12.04 There was 2 x blocking at one horizontal joint near the top of the wall and the GWB was fastened at 8"o.c. max. to that blocking, and 4"o.c. in some locations. 12.05 Both 1-1/4"and 1-5/8" long drywall screws were observed on site. The shearwall schedule calls for 1-5/8" length. I spoke with the Construction Superintendent Tom W c Howes and requested that he make sure the 1-5/8" length screws are used at GWB o fastened to shear walls, and he stated he would. S2 `< :;:, E 1 N 0: 12.06 Also observed during this site visit was the detailing at fire separation walls,which a s> allowed the 5/8"type X GWB to run continuous past the non-rated walls as detailedF u: The above constitutes our observations and understanding of work in progress. If there are an errors-or rr-- omissions,please contact our office as soon as possible. C' rn Respectfully submitted, I Stephen R. Williams TACOMMERCIAL\West Barnstable Communities(HAC)\Admin\Miscellaneous\FIELD REPORT#]2.doc r t Photographs W. Barnstable Communities—Site `B' Shear Walls in 2 Story Section 11/6/08 t:. rx 44 Typical fastening pattern of gypsum wall board panels at shear walls. .t, i i 1 N Gypsum wall board fastening at approx. 7"O.C. as specified in the Shearwall Schedule t x Photographs W. Barnstable Communities—Site `B' Shear Walls in 2 Story Section 11/6/08 r .t T., 6 'S , �,iK i•^r g., e� 4t F°c kd q ° . ,Sgx•�y3 E , . 4. r Fastening to the blocking at the horizontal seam along the top of the wall was done at 8"O.C. max., but approx. 4"O.C. at the top panel. z T +t 5/8"type X GWB at fire separation wall running continuous past the non-rated walls as detailed r- FEES FOR BUILDING PERMITS: 211 Meetinghouse Way/Rte 149 W. Barnstable 12 Unit Apartment Building Commercial Application$T50-00-for shell of building $50:00-tenant fi=t out for-each-unit-x 1-2=$6_OQ:;QO Pc�� Permit fee based on $9.10/$1000 of construction value Residential Certificate of Occupancy on each unit $25.00 x 12 = $300.00 2239 Iyannough Rd W. Barnstable 7 Buildings Commercial Application $150.00 for shell of buildings x 7 Z$'l950___00�4 $50.00 tenant fit out for each unit x 28 E$-1-400:00—;Qcl- Permit fee based on $9.10/$1000 of construction value Residential Certificate of Occupancy on each unit $25.00 x 28 = $700.00 Residential Plumbing fees: $40.00 first fixture/$12 each additional Residential Gas fees: $40.00 first fixture/$12 each additional Residential Electrical fees: Wire each unit $150.00 Temporary Services $30.00 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 aQ 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 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 1/3 Shell Permit 466,666. 7 Shell Value 4,246.67 $9.10 per$1,000 value of shell Fit-out Permits 1,400,0 0 Construction Value 666.67 Shell Value Net Fit-out Value 933,333.33 Net Fit-Out Value Per unit 77,777.78 12 Units 707.78 $9.10 per$1,000 value of fit-out per unit x 12 units I t 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 Gail Ntgnfingale;Chairman 200 Main Street,Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 Growth 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 Map 215, Parcel 020-028)to develop 28 two and three bedroom townhouse units. • Site B-Route 149 new development plan for the—7.3 acre lot addressed 2331 CMeeting 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. 0 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. 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 02661 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, i i � c 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 r COMPREHENSNE PERMTf APPLICATION FOR WEST BARNSTABLE COMMUNITIES SrrEBrRotrrE149 12 UMfS OF AFFORDABLE SENIOR RENTAL HOUSING Sc1BMTTED BY H0USflVGASSISTAlVCf CORPORATION JvtvE28,2006 Town of Barnstable Building Department - 200 Main Street BAB Hyannis, MA 02601 9� b 9. ,� (508) 862-4038 ArFO��p Certificate of Occupancy Application Number: 200802466 CO Number: 20080387 Parcel ID: 155002 CO Issue Date: 07116/09 Location: 2331 MEETINGHOUSE WAYIRTE 149 Zoning Classification: RESIDENCE F DISTRICT. Proposed Use: TAX EXEMPT MUNICIPALITIES Village: WEST BARNSTABLE Gen Contractor: VALLE,CHRISTIAN T. Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: cS--0 Building Department Signature Date Signed Town of Barnstable Building Department - 200 Main Street BARNSTABLE. # Hyannis, MA 02601 9�A 1639. A,�� (508) 862-4038 rE0 MP'I Certificate of Occupancy Temporary Application 200802466 CO Number: 20080300 Parcel ID: 155002 CO Issue Date: 04127109 Location: 2331 MEETINGHOUSE WAYIRTE 149 Zoning Classification: RESIDENCE F DISTRICT Owner: BARNSTABLE, TOWN OF (MUN) Proposed Use: TAX EXEMPT MUNICIPALITIES 367 MAIN ST HYANNIS, MA 02601 Village: WEST BARNSTABLE Gen Contractor: VALLE,CHRISTIAN T. Permit Type: CTCO COMM TEMPORARY CO Comments: 60 DAY TEMP C.O. EXPIRES ON 6125/09 NEEDS LANDCAPING AND PAVING 06/25/09 Building Department Signature Date Signed Expiration Date �r I �INEh►, TOWN OF BARNSTABLE Building ' Application Ref: 200802466 BARNSTABLE, Issue Date: 08/08/08 Permit 9�D 63 �� Applicant: VALLE,CHRISTIAN T. Permit Number: B 20081688 Proposed Use: TAX EXEMPT MUNICIPALITIES Expiration Date: 02/05/09 Location 2331 MEETINGHOUSE WAY/RT&142 District RF Permit Type: NEW COMMERCIAL Map Parcel 155002 Permit Fee$ 4,246.67 Contractor VALLE,CHRISTIAN T. Village WEST BARNSTABLE App Fee$ 150.00 License Num 092040 Est Construction Cost$ 466,666 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SHELL ONLY AND COMMON AREAS FOR 12 UNITS FOR SENIOR THIS CARD MUST BE KEPT POSTED UNTIL FINAL HOUSING INSPECTION HAS BEEN MADE. WHIRE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BARNSTABLE, TOWN OF (MEIN) BUILDING SHALL NOT BE OCCUPIEk UNTIL A FINAL Address: 367 MAIN ST INSPECTION HAS BEEN DE. HYANNIS, MA 02601 Application Entered by: DB Building Permit Issued By: �—,xv,/ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARIL ERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION,RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). � e • RD a ROMTRE STREET , BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 � r l''j"A�c No 2 3 J 1 Heating Inspection ppr va1S Engineering Dept 3 Fire Dept - 2 Board of Health v,/GS BROWN LINDQUIST FENUCCIO 203 WILLOW STREET , SUITE A YARMOUTHPORT, MASSACHUSETTS 02675 TRANSMITTAL LETTER PROJECT: ARCHITECTS (name,address) West Barnstable Affordable Housing Project PROJECT NO. • 28 Unit Family Housing ("YMCA Site") ■ 12 Unit Senior - Lombard-Farm Site OT �G %�� 22 June 2009 r ,� TO: Tom Perry If enclosures are not as noted, please Building Commissioner inform us immediately. Town of Barnstable If checked below, please: ATTN: ( ) Acknowledge receipt of enclosures. L ( j Return enclosures to us. WE TRANSMIT: ( j herewith ( ) under separate cover via ( ) in accordance with your request FOR YOUR: ( ) approval ( ) distribution to parfies ( ) information ( ) review&comment ( ) record use ( ) THE FOLLOWING: ( ) Drawings ( ) Shop Drawing Prints ( ) Samples ( ) Specifications ( ) Shop Drawing Reproducibles ( ) Product Literature ( ) Change Order ( ) COPIES DATE REV.NO. DESCRIPTION ACTION CODE 1 BER Final Affidavits (Originals) t ACTION A. Action indicated on item transmitted D. For signature and forwarding as noted below under REMARKS CODE B. No action required E. See REMARKS below C. For signature and return to this office :;:. REMARKS tV co M COPIES TO: (with enclosures) BY: Rick Fenuccio i S B R BUILDING ENGINEERING RESOURCES, INC. FIRE PROTECTION FINAL AFFIDAVIT Date: June 4, 2009 Project. Proposed Senior Housing Development West Barnstable Communities-.Site "A" 2239 Iyannough,Rte 132 (Building A -A],A2,A3,A4) West Barnstable, Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,1,Steven A.Karan, PE,LEED AP, Reg.#34989,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 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 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, MA State Registration No.: MA#34989 ��iH OF Assq Telephone Number: (508) 230-0260 �o� STEVEN A. cyN KARAN r^ MECHANICAL ti No.34989 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 knowledge to be the person s)whose name(s)is signed on the preceding or attached document in my presence,and who sworeZtotthe contents of the document are truthful and accurate to the best f his/her knowledge. Notary Pu y Commission Expires: April 6,2012 i 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 r B R BUILDING ENGINEERING RESOURCES, INC. MECHANICAL FINAL AFFIDA VIT Date: June 4,'2009 Project: Proposed Senior Housing Development West Barnstable Communities-Site "A" 2239 Iyannough,Rte 132 (Building A -A1,A2,A3,A4) West Barnstable, Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,I,Steven A.Karan, PE,LEED AP, Reg.#34989,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 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 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 Easto State Registration No.: MA#34989 y,FW�'O OF MASSY Telephone Number: (508) 230-0260 �� $TEVEN A.. KARAN ca MECHANICAL y Nb:34989 'O9 PLO��Q 6 NA 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 knowledge to be the person(s)whose name(s)is signed on the preceding or attached document in my presence,and 4sworetohe contents of the document are truthful and accurate to the best o his/her know led Notary Publiommission Expires: April 6.7-012 28 Main Street,Building 3A I North Easton,Massachusetts 023561 T 508.230.02601 F 508.230.0265 1 BER@BER-engineering.com t B IR BUILDING ENGINEERING RESOURCES, INC. ELECTRICAL FINAL AFFIDAVIT Date: June 4, 2009 Project: Proposed Senior Housing Development West Barnstable Communities-Site "A" 2239 Iyannough, Rte 132 (Building A -Al,A2,A3,A4) West Barnstable,Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,I,Marc R.Plante, PE, Reg,#38119,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 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 work is in accordance with the documents submitted and approved for the building permit. Engineers Name: Marc R. Plante, PE Company Name: Building Engineering Resources, Inc. Company Address: 28 Main Street-North Easton, MA State Registration No.: MA438119 ��aF Telephone Number: (508) 230-0260 �9 MARC P44N E F413? � Engineering Seal& Signature On this date June 4, 2009, 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 c n is of the document are truthful and accurate to the best of his/her knowledge. Notary Pub ' y Commission Expires: April 6,2012 28 Main Street,Building 3A North Easton,Massachusetts 023561 T 508.230.02601 F 508.230.0265 1 BER@BER-engineering.com I B R BUILDING ENGINEERING RESOURCES. INC. PLUMBING FINAL AFFIDA VIT Date: June 4, 2009 Project. Proposed Senior Housing Development West Barnstable Communities-Site "A" 2239 Iyannough, Rte 132 (Building A -Al,A2,A3,A4) West Barnstable,Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,I,Steven A.Karan, PE,LEED AP, Reg.#34989,being a registered professional Engineerbereby 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 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 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 State Registration No.: MA#34989 TWO OF fo S Telephone Number: (508) 230-0260 ��a� sTEVE N A. KARAN m C MECHANICAL 011) N .34989 o TEP�O Engineerihi 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 knowledge to be the person(s)whose name(s)is signed on the preceding or attached document in my presence,and who swore to m t the contents of the document are truthful and accurate to the best is/her knowledge. Notary Commission Expires: April 6,2012 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 gf BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 30 April 2009 ;t-33 Q WY Tom Perry Barnstable Building Commissioner 200 Main St. Hyannis, MA 02601 RE: Submittal of Certificate of Substantial Completion West Barnstable Communities/ Site `B': 12 Unit Senior Housing ("Lombard" Site) Dear Mr. Perry: This letter is submitted as our final progress report required under the Controlled Construction requirements of the State Building Code. The construction of the 12 unit senior housing known as Site `B' (Lombard Site) 2331 Meeting House Way (Rte. 149) West Barnstable is now substantially complete. Attached please find a copy of our AIA Document G704 Certificate of Substantial Completion. The completion of the outstanding punch list is nearly complete 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. Sincere o n VE Richard P. Fenuccio N N Enc. Construction Control Affidavits at Project Completion z -� � Lr W CC: Robert McKechnie, Building Inspector ca . Christian Valle (Valle Group) —J M 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,MA02675 WWW.CAPEARCHITECTS.COM FAX508-362-2828 r BAIA TM Document G704 - 2000 Certificate of Substantial Completion PROJECT NUMBER: PROJECT:(Name and address) OWNER❑' West Barnstable Communiti es CONTRACT FOR. New ns = o -_ --"- ARCHITECT Co truct H ECT❑ 2331 Meetinghouse Rd. P. "' ``�°`' CONTRACT DATE4/30/2010 : Barnstable, MA; -- — CONTRACTOR❑ OWNER: Name and:a `+Tess TO CONTRACTOR: lame`and address) _- = FIELD❑ :tFy1; r Ho_using sistarice�r5 Corp. The Valle Group` 460.`W. Mazn. St•_b 70 E. Falmouth Hwy. Suite 3 OTHER❑ ;rHyanis, :AMA F02601 .. F E. Falmouth, MA. 02536 f PROJECT�ORPORTION OF T`HE PROJECT DESIGNATED FOR PARTIAL OCCUPANCY OR USE SHALL INCLUDE: ' rye 12 Unit SenzorHousing (Site 'B' ) "Lombard Farm" (Map 155 Parcel 002) ":.+`: `X fir•? .. .. a .- s.. '+-'3^:^Or4M1_5� e _ -"". fit t The Work peff'TMed�nnde> tlu contract has been-reviewed and found to the.Architect's best knowledge,information K and�be]lef;to��substantially�complete.Substantial Completion is-the stage in the progress of the Work when the ,.n 4 ',oflc or d6§1 �oruonis�sufficiently complete in accordance with the Contract Documents so that the.Owner can occupy or utilize"tlie..., 0,,4 or is intended use Th date of Substantial Completion of the Project or portion N RN If , designated aboYeAas theme da` r oissuance established°-by this Certificate,which is also the date of commenGemenof '<. f .r 'e' Fpab h � warranties a uired b �,the Contr_actDocuments,except as stated below: (see attacli d_punchlist) e t,,, .jr3' CY.Y.• f �„tt'4,� X C .n�-'�', �- °6t y Y.d o B own �ndqustFenuccio & �� %'`� .i`-fie`':�aF °i`' �,`�: 2 :c• : KPO Raber�Archi ec�s, Inc. -T`= 19A/200Q rf ARCHITECT 4 BY FenuCClO DATE OF ISSUANCE :Mist of if6ms`toliezcompTeted or corrected is attached hereto.The failure to include any items on such list does not alter the es—Iisibili . .of the Contractor to coin lete all Work in accordance with the Contract Documents.Unless ` otherwise-'agreed= • to ui-bwnting,the date of commencement of warranties for items on the attached list will be the date Ga' l�•'.r '; x, 'ems. +.�.".;<... .... ` ofissuance of.;ttiiYfinal Certificate of Payment or the date of final payment. �,,;�•�: _ F :Gos'f=estimate`'ofiWork that is incomplete or defective: $ See Attached Non—Monetized Punchlst <: "T!006&"tractoriwill complete or correct the Work on the list of items attached hereto within arty �! Y.-.•�::is ( )days-from the above date of Substantial mpleti c' ; 30; Valle .Group = Z god K- CONTRACTOR BY = .,.. = DAT _ _ Christzari_--Valle The Owner accepts the Work'or designated.po�tion as substantially complete and will assume full possession at (date). me sine As �� -- •; OWNER; �_..:__..,_ BY� ederlC Presbrey DATE The responsibilities oftlie Owner and Contractor for security,maintenance,heat;.utilities,damage to the Work.and insurance shall be as f6llows: (Note: Owner's and Contractor's legal ands Tram ice counsel should determine and review insurance requirements and coverage.) AIA Document G704n"—2D00.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 AIR®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 BROWN LI'NDQUIST FENUCCIO & RABER ARCHITECTS, INC. 30 April 2009 Tom Perry Barnstable Building Commissioner 200 Main St. 23 jJ M"rl4v4 u� Hyannis, MA 02601 �f RE: Submittal of'Certificate of Substantial Completion Wes -B ar.nstable ,.,,...m;.r'.t.es; S:te `B': 12 C:.Ti::i Senior Housing ("L^ml?Krd" St--) Dear Mr. Perry: This letter is submitted as our final progress report required under the Controlled Construction requirements of the State Building Code. The construction of the 12 unit senior housing known as Site `B' (Lombard Site) 2331 Meeting House Way (Rte. 149) West Barnstable is now substantially complete. Attached please find a copy of our AIA Document 6704 Certificate of Substantial Completion. The completion:of the outstanding punch list is nearly:complete and we would anticipate that the Valle Group will be requestingshortly 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. Sincere , . Q�U'sGsl•� , Richard P. Fenuccio N 0 C^ Enc. Construction Control Affidavits at Project Completion CC: Robert McKechnie, Building Inspector < N Christian Valle (Valle Group) o Tom Howes (Valle Group) Adrienne Danner (Housing Assistance Corp.) > Julie Creamera(Housing.Investments;Inc.) .. o CDCo. rn :Matt Yarmolinsky.(Capital Planning & Project.Implementation for Real Elate) 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 1-sim-e1 Docu ment G704TM — 2000 Certificate of Substantial Completion = PROJECT:(Name and address) PROJECT NUMBER: OWN ER❑ West Barnstable Communities CONTRACT FOR: New Construction ARCHITECT❑ 2331 Meetinghouse Rd. _-----___ Ban stable CONTRACT DATE: a Mp;: 4/30/200 -. CONTRACTOR❑ TOOWNER.(Name and�address) TO CONTRACTOR (Nkm�and address). FIELD ❑ 1 c t_r r; Housing Assistance^yCorp. The Valle Gro r� > S, of r.Cj- f* ... #t r460 w Mazn St ; 70 E. Falmouth Hwy.,- Suite 3 OTHER❑ �Hyanis, E. Falmouth MA. 02536 �,y f F;`PROJECTVOR- ,ORTION OF THEPROJECT DESIGNATED FOR PARTIAL OCCUPANCY OR USE SHALL INCLUDE: ' �6.1- 11 .e`.••-' I 1 it tl. r12 t7nzp to SenorHousng (Site B ) Lombard Farm (Map 155 Parcel 002) NET,;; .,,•� y :c`H:,sy }r4-T, n 4 s .gyp - - - - Y, �F¢„ .^'ti l.'k .q? ,{(f•We " s The Wozk per fomied�underetlus Contract has been reviewed andfound to the Architect's best knowledge,information ,a� andbehef tp; substantially complete.Substantial Completion is:the stage in the progress of the Work when the Vo or, _-gnated>p�ortion s sufficiently complete in accordance with the Contract Documents so that the Owner can ' occupy or u'u, z�aVork or is intended use The date of Substantial Completion of the Project or portion ,1 C #designated aboeis theof issua-nwnce established:-by this Certificate,which is also the date of commencement of MIS- x . applicable warr anti eguired bythe Contract`Documents,except as stated below: (see attached_punehlist) ors r U VM y Brownndqust��Fenic _ ,. �o _ RakierArchiet-s--Inc. & n r 4-/�A 1200.A . eP� ARC�H�ITECT_ BY Ric Fenuccio DATE OF ISSUANCE , to ,+ s 5Y. ��,�wer •�� ' t,{�c�t{ .'�� •' j ..:,ill � ^>�'.-.`~'}•''tc�4 1 L', � ' ; A list 0 items to be completed or corrected is attached hereto.The failure to include any items on such list does not +swralter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents.Unless otherwise agreed to in�wnting,the date of commencement of warranties for items on the attached list will be the date a of la c�of th 27terti-%ate of Payment or the date of final payment. £3 !M '� 44 Fi�`.+,�`''ta w, a I Cost estunate ofi Work that is incomplete or defective: $ See Attached Non—Monetized Ptlnehl st M. 4 22 ,;X e.- actowill complete:or correct,the Work on the list of items attached hereto within Thirty 301-,^ )days`from the above date of Substantial mpleti max: � Ze d t'$` i��-�:, The• Valle .Group Z CONTRACTOR Christl'a11:r:Valle - :• The Owner accepts the Work of designated po on as substantially complete and will assume full possession at (tune}on'` (date). - _ 21 _ Housing OWNER: _ _:; BY Frederic Presbrey DATE The responsibilities of the,Owner and Contractor for security,maintenance. ;utilities,damage to the Workand insurance shall.be as follows: (Note: Owner's and Contractor's legal andn urance counsel should determine and review insurance requirements and coverage.) AIA Document G704TN1—2000.Copyright @ 1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This Ai0 Document is protected by U.S.Copyright Lava 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 •. 1- 'm aw: MEMO BROWN LINDQUIST FENUCCIO & RABER ARC �iITECTS, INC, �nnn an 1 [ 4�t R. 7 iu R rr v 15 April 2009 �41 Tom Perry Barnstable Building Commissioner 200 Main St. Hyannis, MA 02601 RE: Submittal of Construction Control Affidavits at Project Completion West Barnstable Communities/ Site `B': 12 Unit Senior Housing ("Lombard" Site) Dear Mr. Perry: Enclosed for your reference,please find original Construction Control Affidavits at Project Completion from our office as well as our consulting structural, mechanical, electrical, plumbing and fire protection engineers. We have completed a series of site visits to determine substantial completion and prepared the attached punch lists for completion of the project by The Valle Group. It is my understanding that final electrical and plumbing inspections occurred on 4/9/2009. The final fire department inspection will occur on 4/16/09. There are several site elements which are still in progress (finished landscaping, sidewalks, (week of 4/20), parking topcoat, striping and signage (week of 4/27)) but I do not believe these items would hold us up from issuing a Certificate of Substantial Completion, and the Town from issuing the Certificate of Occupancy. Tom Howes, the on-site Project Superintendent will be scheduling the final building inspection with your department shortly. If you have any questions in the meantime, please feel free to call me at anytime. Sincer , 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 TS.C 0 M FAX 508-362-2828 ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION Project Number: C-0024-07 Project Name: West Barnstable Communities (Site 'B') Project Title: 12 Unit Senior Housing for H.A.C. — LLC, 460 W. Main St. Hyannis Project Location: Site 'B' (Lombard Farm) 2331 Meetinghouse Rd. (Rte. 149) W. Barnstable MA (Map 155 Parcel 002) Scope of Project: Construction of+/- 13,247 sq. ft. wood frame (Type 5b) residential structure 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 have subm' report as to the satisfactory completion and the readiness of the project for occupancy. Architec Richard P. Fenucc No.7789 Date YARh9biJnWOW, , MA Subscribed and Sworn to, before me this 13 2009 , the undersigned notary public, personally appeared Richard P. Fenuccio, provided to me sfactory 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. 17 . 20/0 Notary Public Date Notary Commission Expires Alyean Kookol Notary Nb6e Barn"le County MA - My Capon Exlam 4-24DIO ` ' B R - BUILDING ENGINEERING RESOURCES, INC. ELECTRICAL FINAL AFFIDAVIT Date: April 14, 2009 Project: Proposed Senior Housing Development West Barnstable Communities-Site `B" Route 149 West Barnstable,Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,1,Marc R.Plante, PE, Reg.#38119,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 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 work is in accordance with the documents submitted and approved for the building permit. Engineers Name: Marc R. Plante, PE Company Name: Building Engineering Resources, Inc. Company Address: 28 Main Street-North Easton, M State Registration No.: MA#38119 Telephone Number: (508) 230-0260 L 1s9 Engineering Seal&Signature On this date_April 14, 2009, 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 con is of the document are truthful and accurate to the best of his/her knowledge. Notary Pu y Commission Expires: April 6,2012 28 Main Street,Building 3A I North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com B R BUILDING ENGINEERING REsoURCEs, INC. FIRE PROTECTION FINAL AFFIDAVIT Date: April 14, 2009 Project: Proposed Senior Housing Development West Barnstable Communities-Site `B" Route 149 West Barnstable,Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,1,Steven A.Karan, PE,LEED AP, Reg.#34989,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 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 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, M State Registration No.: MA#34989 ��,�P��"0f Telephone Number: (508) 230-0260 �� EVE A. yc KAR m, H ICAL vim, No.34989 O �O /STEPS ass/ONAL Engineering Seal&Signature On this date April 14, 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 t e that the contents of the document are truthful and accurate to the best of his/her knowledg Notar, - My Commission Expires: April 6,2012 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 B R BUILDING ENGINEERING RESOURCES, INC. PLUMBING FINAL AFFIDA VIT Date: April 14, 2009 Project: Proposed Senior Housing Development West Barnstable Communities-Site `B" Route 149 West Barnstable, Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,1,Steven A.Karan, PE,LEED AP, Reg,#34989,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 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 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, State Registration No.: MA#34989 P�SN°F qs s90 Telephone Number: (508) 230-0260 �o T EN A. tiN RAN —4 IV�ECHANICAL C-1 No.34989 FSS/ONAL Engineering Seal&Signature On this date April 14, 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 e t the contents of the document are truthful and accurate to the best of his/her knowledge. Notary Pu y Commission Expires: April 6,2012 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.02601 F 508.230.0265 BER@BER-engineering.com I . BUILDING ENGINEERING REsoURCEs. INC. MECHANICAL FINAL AFFIDAVIT Date: April 14, 2009 Project: Proposed Senior Housing Development West Barnstable Communities-Site `B" Route 149 West Barnstable, Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,1,Steven A.Karan, PE,LEED AP, Reg.#34989,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 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 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, State Registration No.: MA#34989 HOFIy ss Telephone Number: (508) 230-0260 EV NA G� AN R; CHANICAL y No.34989 FSS/ONAL ENG\ Engineering Seal&Signature On this date April 14, 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 hat the contents of the document are truthful and accurate to the best of his/her knowled e. Notary y Commission Expires: April 6,2012 U U 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 CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: 1203-22 PROJECT TITLE: West Barnstable Communities—Site `B" PROJECT LOCATION: Route 149—West Barnstable,MA NAME OF BUILDING: Senior Housing Development SCOPE OF PROJECT: 2-Story, wood-frame structure and foundation In accordance with Section 116.0 of the Massachusetts State Building Code, Sixth Edition(MBC), I, Brian A. Walsh,P.E.,Massachusetts Registration No. 46077 being a registered professional structural engineer hereby certify that the necessary professional services have been performed by myself or my representatives under my review and either myself or my representatives have been present on the construction site on a regular and periodic basis and have been responsible for the following STRUCTURAL CONSTRUCTION WORK as specified in Section 116.2.2: 1. Structural components as specified on Allen&Major Associates, Inc. structural drawings numbered SO.1 through S5.3 and dated November 20, 2007. 2. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for building permit, and approval for conformance to the design concept. Work specifically not included in this Construction Control Affidavit to be provided by others shall include testing and inspection of materials in accordance,with MBC Section 1705 for the following building components: 1. Geotechnical inspection and testing services (i.e. soil bearing capacity) 2. Materials testing services (i.e. concrete sampling and testing,bolted connections,welds,etc.) I certify at this time that the structural components of the work described herein have been satisfactorily completed in accordance with the requirements of the Commonwealth of Massachusetts State Building Code, Sixth Edition,to the best of my knowledge and belief,based on construction observation and review services performed and described herein and based upon my review of material and geotechnical testing and investigation reports (prepared by others). /, ASH OFss'�c MAN yG A. N g WALSH rol Signature STRUCTURAL ti fi No.46077 gssro�A�E i3-�� Subscribed and sworn to before me this /3�^ day of Aar, 20—a. 9 NO ARY PUB C My Commission Expires On MEMO EATBROWN LINDQUIST FENUCC. IO & RABER ARCHITECTS, INC. FIELD REPORT# 12 Project: W. Barnstable Communities—Site `B' (Senior Housing) 2331 Meeting House Way,W. Barnstable, MA Date: 11/6/08, 1:00 PM Weather: Light Rain Temp. 50°F Est. %of Completion: 55% 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) O�P A. Danner(HAC) T. Perry (Building Commissioner) J. Creamer(HII) R. McKechnie(Building Inspector) G. Russo (Clerk-of-the-Works) B. Walsh(Allen &Major Associates) OBSERVATIONS: 12.01 A site visit was made to observe shear walls sheathed with gypsum wall board (GWB) in the two story section of the building. At the time of our site visit the majority of the shear walls in the two story section were complete, although some of the shear walls on the second floor still remained to be done. 12.02 5/8"type X GWB had previously been installed and appeared to be installed in accordance with the shear wall schedule. 12.03 The GWB had been installed with the long edges vertical and was fastened with drywall screws at 7"O.C. along all studs (at panel edges and field). 12.04 There was 2 x blocking at one horizontal joint near the top of the wall and the GWB was fastened at 8"o.c. max. to that blocking, and 4"o.c. in some locations. 12.05 Both 1-1/4"and 1-5/8" long drywall screws were observed on site. The shearwall schedule calls for 1-5/8"length. I spoke with the Construction Superintendent Tom Howes and requested that he make sure the 1-5/8" length screws are used at GWB fastened to shear walls, and he stated he would. 12.06 Also observed during this site visit was the detailing at fire separation walls,which allowed the 5/8"type X GWB to run continuous past the non-rated walls as detailed. 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 Bamstable Communities(HAC)\Admin\Miscellaneous\FIELD REPORT#12.doc r Photographs W. Barnstable Communities—Site `B' Shear Walls in 2 Story Section 11/6/08 00, I t7 w , I ' ^w K ( r I Typical fastening pattern of gypsum wall board panels at shear walls. - t Gypsum wall board fastening at approx. 7"O.C. as specified in the Shearwall Schedule i Photographs W. Barnstable Communities—Site `B' Shear Walls in 2 Story Section 11/6/08 r ,k ! ; Fastening to the blocking at the horizontal seam along the top of the wall was done at 8"O.C. max.,but approx. 4"O.C. at the top panel. c 5/8"type X GWB at fire separation wall running continuous past the non-rated walls as detailed i MOEN BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 12 August 2008 Tom Perry Barnstable Building Commissioner sZ5. 200 Main St. yX3 Hyannis, MA 02601 RE: Construction Progress Report No. Two `f I cor� West Barnstable Communities Site `A': 28 Unit Family Housing ("YMCA Site") Site `B': 12 Unit Senior Housing (Lombard Site) -� F-, 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 Unit Family Housing "Y Site) d`� (C)Y, 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 CSite`73' (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 bafs 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 f 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@ca pea rchitects.com>; <jmccann@vallegroup.com> Sent: Thursday, July24, 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!. . Lrxe k ,�� ~ � it �` �# � ,• . S i y7 7/25/2008 i Page 2 of 4 if ! �.O'��rr`�°Sy+ s>• C cf�1r f-zxP�4 ! s � { , OW, M 4r ! etc f !<yiY�$.' i'xIlytlp`J t III)MIN .r l • ��L k'4 tl+ � � �3. hi a e Z 'T�"ywr;„Y7 A��'��y.'°�t' d��,° '�'• s �y� d°` �' �r'�,j y �`d1+ � � . IZII •h3Y�•iilA ,1.h �I'y [WOJ T ref maim p� ry 4 iY µ ! e 7/25/2008 a a <, S 4lik 1.a' h P , �1t r 2.��g�y��,kaW$s��5 Y k0.kX�j,,.'b'.S��i"5'r3 '� : �•�� A 'P ��Sisxc 4 rY x t"+u`C 'u� 5: .. � f 'C�t15� ? x k8 �k'g rCuc2,px # � «rk^fisx,2' vy , `-sx`'N,.�%YR. -glitIR Am'. z�k-3 -M Jr�'�^F?�� 'f13�3:�?e{(!\�F @ 4 '4+ -✓1� w+`Rn 1 �.. 3 M�FYfiixtA�'R26`w�.s?d�k� �.y��'�+i{1S� .ky ram." 1°1�•'F�.'_ .rti� 11: ' Page 4 of 4 J. f x t d (t s NMI 1y_ How to save a picture Simply right-click on it, then "Save Image As...... (Mac users: drag the picture to your desktop.) Free Software ! Get 20 Free Or anizeprint, and share your . Prints digital photos using FREE Kodak EasyShare software. Download the Get started for software free at ----- kodakgallery.com and we'll give you. AdakEasySha 20 free prints ,rho»e: (new members only). Plus, create photo mugs, books, cards, and more!. 7/25/2008 BROWN LINDQUIST FEN UCCIO & 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(HII) 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. f 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:ICOMMERCULVest Barnstable Communities(RAC)NAdminNiscellaneousTIELD REPORT#4.doc 4 1 41 E �-.. of •-..�r 1f r'<. .# r.tyt r x t' , s"vsW.i`t�r a ,� }, t y, �,r 4,- k"iY`{y.�• ar-f' r?-. �S;.r Pt�i �y"`y}.E � .6010_jW,(G r�•rSK.y'} r��+�}aT fi�t•��5�� ✓ � ir�, f� f,l�x°Sj�:��r Iebb �}'�I'�71��ffi {y ly a a of F 1;,3 �t a�Yi Z1�e 6j ff last d#f 4 (�trr}t t d r iY� 1 (Tj�Y .•N� �3r Ity 1 d � ig�'L?�-ems . WiTilT �7��`a'"�� °S �„r..,. ,} T tll e �+ ^'F _,,,.�, P�Fa�..:" ��-.t•:i`�r�g r�,.i �� a:Ma""`l.g�/��t�_ �„�u�.u_.,��+..�� tom." ..} °t}•46�� t �`'-P�s�L y � � (rp� N i t � w' MM RYWi� _€t,ta?a gu a trr c ri .!crlt u(p; S?94.1 of a - �.''. 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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) 1. 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 Richard . Fenucci.o CC: Thomas Howes (Valle Group) Adrienne Danner (Housing Assistance Corp.) Brian Walsh (Allen & Major Associates) Julie Creamer(Housing Investments, Inc.) 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'!' ,�S .�;' r' .t 1 � •';J. f M -I LIS IN a n,• e• };Z n , ` r< � •rr•f`�/ !0 N•.�,' � �. � ,yam w. .� 1`��;` , ri y r ffff((4H ' I k. - S r, t � •t�d� y r ,y kj'^.p. � j •fy s � y" Yty' a t d 1p � ► + ' �7 � •�� r R 1,E�_ � t r r 3��• i �f � t � �t yyam�..•• % ' .. t„ � ;_; � � 1,•�.., ! , 1a .;•t 4 r io S e r Fr •1 ' 1 I � N�[L�MvW1 .1Z f 461 JL . M •a° '► `� -., 'µ •-, 7� e;f a.t a fir" w"4 x s { SF• �I t i %' 'b- �t try,• �j I ]BUILDING PERMIT SUBMISSION LOG PROJECT: West Barnstable Communities z n�_c, Site `A' /Twenty-Eight Unit Family Housing Development Site `B' /Twelve Unit Senior Housing Development t — o: s2T Cc� 4� (7D 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(?) BUILDING PERMIT SU13 IISSION 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 11/26/07 Disposal System Drawings O & M Plan for Site `A' Horsley Witten ro MariNement/ Wastewater Disposal r System l O & M Plan for Site `B' Horsley Witten Health Department Wastewater Disposal System 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 SUBNIISSION 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?) Development Signage Site `A' HAC or Valle Group Building Dept. T.B.D. Sign Contractor 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 C Valle Group Sprinkler Systems Site `B' BLF&R Architects to Building Dept. Provided Valle Group 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) 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 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 Parcel Lookup Page 1 of 1 GF 'f N e j=rJ -•• i f/L� i — , -------------- I �a lt3OOE Logged In As: Parcel Lookup Monday, April 6 2009 Debi Barrows Road Lookup Condo Lookup Multiple Address Lookup Reports Search Options , Search By lParcel Map Block Lot 155 002 Search <Prev Next> Page 1 of 1 Rows/Page: 10 -771 Parcel Location Owner Village Map 155- 2331 MEETINGHOUSE WAY/RTE 149 - Multiple Address BARNSTABLE, TOWN OF 002 (2331 MEETINGHOUSE WAY/RTE 149 -OLD SELECTMENS (MUN) WB 155002 BUILDING) 2331 MEETINGHOUSE WAY/RTE 149 - Multiple Address 155- (2321 MEETINGHOUSE WAY/RTE 149 - SENIOR HOUSING BARNSTABLE, TOWN OF WB 155002 002 DEV.) (MUN) http://issgl2/intranet/propdata/lookup.aspx 4/6/2009 i BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC, 18 March 2009 o G Tom Perry '- Barnstable Building Commissioner ` 200 Main St. _, y Hyannis, MA 02601 Z J RE: Construction Progress Report No. Five W West Barnstable Communities Site 'A'-:_28-U-nit Family Housing ("YMCA Site") I t` j'i CSi-to-=B':1-2-Unit Senior_Housing_("Lombardy.S.it_e)-J11 361 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 Affidavits 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.C A P E A R C H I T E C T S.C O M FAX 508-362-2828 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 on February 6,2009 for the purpose of discussing electrical issues on the A site visit was made 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 panel was specified as a 60 pole panel and additional panel space is required. Electrician will provide feed-through lugs in panel H and connect a new panel adjacent to panel H. 2. One exit light in corridor on fast floor at chairlift and door to basemetnt shall door at be moved and a blank plate installed over outlet box. Exit light was specified at 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. F1ectrician will Provide twelve(12)plug-on type,one per unit,and one bolt-on type for the emergency lighting circuit in the Emergency Panel. and 4. The Electrician indicated that the Fire Department is requesting separate for the hearingct visual indication of activation of the carbon monoxide detector in the unit . review and provide a sketch of how.to accomplish this. impaired. BER to the nglair 5. It was recommended by the HVAC and General Contactor thatspecified hThiseats panel system by DAIK N be provided with an I-Touch control Pana. would ease re-setting issues associated with power loss to thermostats. 6. Two(2)EWH-1 electric heating units on the first floor were provided as 4kW units in lieu of 1.5kW.units as specified. This required a separate electric cir the to be p Con actorfor one of the heaters. The cost for this circuit,if any, shall be bourn by Also,the EWH-1 heater located adjacent to Living Unit#106 has a broken latch. I assachusetts 02356 I T 508.230.0260 1 F 508.230.0265 I BER@BER-engineering.com 28 Main Street,Building 3A North Easton,M ' West Barnstable Senior Housing t 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. ...5. Living unit lighting and devices 90% complete. Some appliance connections and fixtures 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 508230.0265 1 BER@BER-enFdneering.com PA07114Torrespondence\Field Report Site Visit(Electrical)Feb 09 2009(02.06.09 visit).doc I ' MEMO ENTBROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, I N C. FIELD REPORT# 14 Project: W. Barnstable Communities—Site `B' (Senior Housing) b 2331 Meeting House Way, W. Barnstable, MA Date: 12/4/08, 2:00 PM Weather: Ptly Cldy Temp. 50°Fry Est. %of Completion: 65% Conformance with Schedule: + '. Present: T. Howes, (Valle Group), S. Williams(BLF&R Architects) Distribution: Via E-mail s 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: 14.01 A site visit was made to observe building insulation at Units 105 — 108 prior to installation of gypsum board. This report applies to Units 105— 108 only. 14.02 The exterior building walls were insulated with blown-in place cellulose insulation and appeared to be done properly. 14.03 Electrical boxes at convenience outlets, switches,etc. had been temporarily covered with plastic film or duct tape and the cellulose insulation was packed tightly around them. 14.04 The voids between windows and rough framing were insulated with sprayed in place foam insulation. 14.05 The building attic spaces and floors 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 floors are scheduled to be insulated with formaldehyde free fiberglass batt insulation. 14.06 While reviewing the insulation,some of the vent baffles intended to hold back the attic insulation and allow a clear ventilation path to the attic were noted to be out of position. This condition was brought to the attention of the T.Howes the Construction Superintendent and has stated it would be corrected prior to the placement of attic insulation. 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 REPORT#14.doc f Photographs W. Barnstable Communities—Site `B' Insulation in Units 105 - 108 12/4/08 � I{r Typical exterior wall with cellulose insulation installed. o 1 7 Electrical boxes in an exterior wall,temporarily covered with duct tape so the cellulose insulation could be sprayed tightly around them. n Photographs W. Barnstable Communities—Site `B' Insulation in Units 105 - 108 12/4/08 lr - a� t _ S Voids around windows filled with expanding foam insulation. a♦ .yTi✓.' t � , Insulation baffles out of position in the ceiling/roof assembly above Unit 105. J i APPLICATION AND CERTIFICATION FOR PAYMENT AIA DOCUMENT G702 PAGE I OF 2 PAGES TO(Architect): BLFR Architects Pfe amstable Communities:Site"B7 ,PLICATION NO: 7 Mtrtbuton to: 203 Willow Street; Suite A rd ® OWNER Yarmouthport,MA 02675 .331 � �� 5£ PERIOD FROM: 22-Oct-08 ® ARCHITECT 6� TO: 24-Nov-08 = CONTRACTOR ATTENTION: Rick Fenuccio C a Valle Group ® CLERK OF THE WORKS /1 70 East Falmouth Hwy;Suite#3 ARCHITECT'S ® BANK INSPECTOR / E. Falmouth,MA 02536 PROJECT NO: C-0026-06 CONTRACT DATE: 4/30108 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for Payment,as shown below,in connection with the Contract. � I CHANGE ORDER SUMMARY Continuation Sheet,AIA Document G703,is attached. Change orders approved ADDITIONS DEDUCTIONS in previous months by The present status of the account for this Contract is as follows: Owner TOTAL ORIGINAL CONTRACT SUM........................................ $2,872,332.00 Appro this Month Number Date Approved Net change by Change Orders....................................... $85,117.00 1 23-1u1-08 $3,420.00 $0.00 2 28-Aug-08 $30,059.00 $0.00 CONTRACT SUM TO DATE ......................................... $2,9559,449.00 I 3 24-Sep-08 $2,280.00 $0.00 n` 4 22-Oct-08 $39,049.00 $0.00 TOTAL COMPLETED 8,STORED TO DATE...................... $1,830,909.00 51 24-Nov-08 $11,309.00 $0.00 (Column G on G703) TOTALS $86,117.00 $0.00 Retainage 7.5 %............................................. $132.908.30 Net change b Change Orders 86,117.00 or total in Column I on G703 TOTAL EARNED LESS RETAINAGE.................................. $1,897,6E9.70 The undersigned Contractor to the best of his knowledge, information and belief the Work covered by this Application for LESS PREVIOUS CERTIFICATES FOR PAYMENT................ $1,214,13-9.20 Payment has been completed in accordance with the Contract Docu- ments,that all amounts have been paid to him for Work for which BALANCE TO FINISH INCLUDING RETAIi11AGE $1,2a0,798.30 previous Certificates for Payment were issued and payments received from the Owner,and that curre payment sh rein is now due. CURRENT PAYI9IENT DUE........................................... CONTRACTTOO C�V, I I ZLo state of Massachusetts county o!: ee of �.I`ELLO By: Date: Subscribed and sworn to ba`ore ma G to day of . CIr , .20 Aliotary P n 5 v Notary Public Q i�Q M,}+GG p ! OF� ARCHITECT'S CERTIFICATE FOR PAYP`AENT My Commission expires: `biE.C. 01, aeta In accordance with the Contract Documents,based on on-site obser- vations and the data comprising the above application,the Architect AMOUNT CERTIFIED.................................................. $483�4MS9 certifies to the Owner that the Work has progressed to the point (Atta::jj* expif arno"nt d>7tors from the amount app�5ed tar.) indicated;that to the best of his knowledge,information and belief, ARCEC the quality of the Work is in accordance with the Contract Docu- ments;and that the Contractor is entitled to payment of the AMOUNT By: Date: CERTIFIED. Thistifigotlab4e. tha AP.".OUNT FEED ia pwmb!a on.f to the Ca?ruamor named herein. Issuance,payment and aeoeptance of payer ml are wzthou!prei,dice to w7y rights of the Owner or Contractor under this Contract AIA DOCUMENT G702 • CONTINUATION SHEET • APRIL 1978 EDITION AIA® • ©1978 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE.,N.W.,WASHINGTON, D.C.2006 CAUTION:You should use an original AIA document which has this caution printed in red.An original assumes that changes will not be obsCured as may occur when documents are reproduced CONTINUATION SHEE'i AIA DOCUMENT G703 PAGE 10F 2 PAGES AIA Document G702.APPLICATION AND CERTIFICATION FOR PAYMENT,containing APPLICATION NUMBER: 7 Contractors signed Certification Is attached. APPLICATION DATE: 24-Nov-08 In tabulation below,amounts are stated to the nearest dollar. PERIOD FROM: 22-Oct-08 Use Column I on Contracts where variable retalnage for line Items may apply. TO: 24-Nov-08 ARCHITECTS PROJECT NO: C-0026-08 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED TOTAL COMPLETED RETAINAGE No. VALUE This ication AND STORED BALANCE Previous Stored Materials TO DATE % TO FINISH 0.071 Applications Work In Place not In D or E D+E+F G/C C-G 1 Mobilization $35,000.00 $35.000.00 SO.00 $0.00 S35,0G0.00 100.00% $0.00 S2,992.50 2 Clear Trees,Grub and Slump $52,000.00 $52,000.00 $0.00 $0.00 $52.000.00 100.00% $0.00 $0.00 Retainage i 3 Cuts and fills $100,000.00 $100,000.00 $0.00 S0.00 S100,000.00 100.OD% $0.00 $0.00 Retainage i 4 Drainage $115,000.00 $95,000.00 $20.000.00 $0.00 $115,000.00 100.00% $0.00 $9,832.50 5 Septic $75,000.00 $15,D00.00 $0.00 $0.00 $15,000.00 20.00% $60,000.00 S1,282.50 6 Fire Cistem $35,000.00 $0.00 $0.00 $0.00 $0.00 0.00% 535,000.00 $0.00 7 She Utilities and Generator $90.000.00 S45,000.00 $0.00 $0.00 $45,000.00 50.00% S45,000.00 $3.847.50 8 Paving and Sidewalks $83,000.00 $0.00 $35,000.00 S0.00 $35,000.00 42.17% S48,000.00 $2,992.50 9 Dumpster Enclosure $5.412.00 $0.00 $0.00 SO.00 $0.00 0.00% $5.412.00 $0.00 10 Concrete Footings $30.000.00 $30,000.00 $0.00 $0.00 $30,000.00 100.00% $0.00 $2,565.00 11 Concrete Walls $66.000.00 $66,OW.00 $0.00 $0.00 $66,000.00 100.00% $0.00 $5.643.00 12 Concrete Slabs $31,000.00 $18,000.00 $4.000.00 $0.00 $22.000.00 70.97% $9.000.00 $1,881.00 13 Stucco Chimneys S5,000.00 $5.000.00 $0.00 $0.00 $5,000.00 100.00% $0.00 $427.50 14 First Floor Deck $65,000.00 $65,000.00 $0.00 $0.00 $65,000.00 100.00% $0.00 $0.00 Retainage i 15 Second Flow Deck $55,000.00 $55,000.00 $0.00 S0.00 $55,000.00 100.00% $0.00 $4.702.50 16 Exterior Partitions $75.000.00 $75,000.00 $0.00 $0.00 $75,000.00 100.00% $0.00 86,412.50 17 Interior Partitions $65,000.00 $65,000.00 $0.00 $0.00 8 'ew.00 100.00% $0.00 S5,557.50 1@ Roof Plywood $75,000.00 $75,000A0 $0.00 $0.00 375,C00.00 S0O.G09% zo.m i6.412.50 19 Exterior Windows $35.000.00 $35,DD0.00 $0.00 $0.00 $35.000.00 100.00% 80.00 52,992.50 20 Exterior Doors $27,000.00 $500.00 $0.00 $0.00 $500.00 1.85% 526.500.00 $42.75 21 Siding and Exterior Trim S65,000.00 $65,000.00 $0.00 $0.00 $65.000.00 100.00% $0.00 $5,557.50 22 Roofing $29,000.00 $29.000.00 $0.00 $0.00 $29,000.00 100.005S $0.00 $2A79.50 23Insulation $40,000.00 $0.00 $0.00 $0.00 190.00 0.00% 840.000.00 80.00 24 Drywall $110.000.00 $12,000.00 $48,000.00 $0.00 $W,0D0.00 54.55% $50,000.00 $5,130.00 25 Interior Doors and Windows $40,000.00 $0.00 $4.500.00 $0.00 $4,500.00 11.25% $35.500.00 $384.75 26 Interior Door and Window Casing $48,000.00 $0.00 $6.000.00 $0.00 $6,000.00 12.50% $42.000.00 $513.00 27 Carpet $51,000.00 $0.00 $0.00 $0.00 80.00 0.0036 $51.000.00 80.00 28 VCT $20,000.00 $0.00 $0.00 $0.00 80.00 0.00% $20.000.00 80.00 29 Paint $104,000.00 $48,000.00 $0.00 $0.00 $48.000.00 46.15% S58,000.00 S4,104.00 30 Cabinets and Tops $41,000.00 S0.00 $0.00 $0.00 80.00 0.00% S41,000.00 20.00 31 Specialties and Elevator/Lift $52,000.00 $4,500.00 $0.00 $0.00 $4,500.00 8.65% $47,500.00 S384.75 32 Appliances $22,000.00 $0.00 $0.00 $0.00 90.00 0.0036 822,000.00 90.00 33 Plumbing $117.000.00 $82.500.00 $0.00 $0.00 W2,5W.00 70.5114 $34.500.00 57.063.75 34 Heating $183,000.00 $90.000.00 $70,000.00 $0.00 5160,000.00 87.43% $23.000.00 $13,680.00 35 Fire Supression $117,000.00 $44,500.00 50.D0 $0.00 S44,500.00 38.03% $72.500.00 $3,804.75 36 Electrical and Fire Alarm $159,000.00 S57,000.00 $43,000.00 80.00 $100.000.00 82.89% $59,000.00 S8,5W.0D 37 Site Lighting $45,000.00 $0.00 $0.00 $0.00 $0.00 0.00i5 $45,000.00 80.00 38 Landscaping $95,000.00 $0.00 SO.00 $0.00 80.00 0.003S 895.000.00 80.00 39 Leiter of Credit Fee $7,500.00 $7,500.00 $0.00 $0.00 $7.500.00 100.00% S0.00 SO= 40 General Liability Insurance $51,586.00 $51,586.00 $0.00 $0.00 $51.588.00 100.00% $0.00 90.00 41 General Conditions $147,445.00 $77,985.00 $12,OW.00 $0.00 $89,985.00 61.02% $57,480.00 $7.692.01 42 Overhead and Profit $208,389.00 $110,398.00 $17.OW.00 $0.00 $127.398.00 61.13% 880.991.00 810,692.53 43 Change Order 01 $3,420.00 $3.420.00 S0.00 $0.00 $3,420.00 100.00;5 80.00 $292.41 44 Change Order 0 2 $30,059.00 S21,600.00 $0.00 $0.00 921,600.00 71.88% S8,459.00 SIX8.80 45 Change Ordor 0 3 $2,280.00 $1,083.00 $0.00 $0.00 $1.083.00 47.50% 31.197.00 M60 48 Change Order 04 $39,049.00 $31.717.00 $0.00 S0.00 $31.717.00 81.223S 87,332.00 S2,711.60 47 Change Order 05 S11,309.00 $0.00 $1,800.W 80.00 S1,8W.00 15.MS 19.509.00 9153.90 I 48 Change Order*8 50.00 50.00 $0.00 $0.00 80.00 r/ON/01 1I0.00 1S0.00 $2,068 449.00 $1 589 289.00 $T81 300.00 $O.OD $1 880 689.00 St.= $1 127 Bt10.00 $13 Z-3-3- AIA DOCUMENT G702 • CONTINUATION SHEET • APRIL 1978 EDITION • AIA® • 01978 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON,D.C.2008 7.5096 CAUTION:You should use an original AIA document which has this caution printed in red.An original assumes that changes will not be obscured as may occur when documents are reproduced PROJECT NAME: /oApt y ADDRESS S� p��/ G /L O S e W PERMIT#ad D (> oZ PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOA Data entered zn MAPS program on: id. ,soy B Y: eo�� File Edity"Toois"Help oRet pIicat cation o Subdivision 200802466 NEW COMMERCIAL 2331 MEETINGHOUSE WAY/RTE 149 0 200805348 COMMERCIAL ADDITION ALTERATION 2331 MEETINGHOUSE WAY/RTE 149 0 200805349 COMMERCIAL ADDITION ALTERATION 2331 MEETINGHOUSE\A1AY1RTE 149 0 200805350 COMMERCIAL ADDITION ALTERATION 2331 MEETINGHOUSE WAY/RTE 149 0 200805351 COMMERCIAL ADDITION ALTERATION 2331 MEETINGHOUSE WAY/RTE 149 0 200805352 COMMERCIAL ADDITION ALTERATION 2331 MEETINGHOUSE WAY/RTE 149 0 200805353 COMMERCIAL ADDITION ALTERATION 2331 MEETINGHOUSE WAY/RTE 149 0 200805354 COMMERCIAL ADDITION ALTERATION 2331 MEETINGHOUSE WAY/RTE 149 0 200805355 COMMERCIAL ADDITION ALTERATION 2331 MEETINGHOUSE WAY/RTE 149 0 200805356 COMMERCIAL ADDITION ALTERATION 2331 MEETINGHOUSE WAY/RTE 149 0 200805357 COMMERCIAL ADDITION ALTERATION 2331 MEETINGHOUSE WAY/RTE 149 0 200805359 COMMERCIAL ADDITION ALTERATION 2331 MEETINGHOUSE WAY/RTE 149 0 200805360 COMMERCIAL ADDITION ALTERATION 2331 MEETINGHOUSE WAY/RTE 149 0 200805608 ELECTRIC COMM SERVICE 2331 MEETINGHOUSE WAY/RTE 149 0 65981 ELECTRICAL COMMERCIAL 2331 MEETINGHOUSE WAY/RTE 149 6688 NEW SINGLE FAMILY HOME 2331 MEETINGHOUSE WAY/RTE 149 Search/Filter—._ Record— lip - oo I 3 of 16 ` �' �� I _ fir, i Barrows, Debi From: Schlegel, Frank Sent: Monday, February 09, 2009 9:21 AM To: Barrows, Debi Subject: Floor plans for Map 155 Pcl 002/AKA#2331 Meetinghouse Way/Rte 149, W. Barnstable Hi Debi, I just got a call from the electric company asking for the unit schedule for the above new building. They informed me it was a multiple unit building that was built for the town! This is the first I've heard of it. I bet they pulled the permit (s) against the existing address for the old selectmen's building! By the sound of it, that won't do. It sounds like it needs it's own separate address and the units need to be unitized. Could you fax me a copy of the floor plans so I can identify the units. A copy of a site plan would also help so I can make sure where I am on the site. If they are too big, I can come over and pick them up. I'll get right back to you when I figure out what the new addresses will be. Thanx, Frank 1 Is- m-Ic Y / r9 —A— e\P I 9 MD i —24 PROTECT EXIST C .:TATION AND ND us PR07'ECT WETLAND RF.SOURCI'AND i BUFFL'R AREAS. WITHIN 50' DUFFER J! NIC TTl G�4 EA OVER SE T G SER 1�' \\•, p-1 ZONE, OVERPLANT NATIVE WETLANDS ►'I ' LE RING EA pglb �d '�+� �• � SPECIES APPROVED BY NSTABLE CONVATION COMMISSION AND ; BLEND INTO EXISTING SHRUB `� EfpEUp G '•' a p 6 BORDER. TRANSITION INTO WARd SEASON GRASSES NEAR 100' �UFFE R LINE P OSE IORE T TION S r� MAINT ANC HED, AFF --,AND EM GEN VEHIC -I TURNARO D '• .i�� ,r .,S "�: :, 5o r CUF r N P� i �V?02 P RIME R C VELIL, D9 GARDEN ONNE TINC 70 Y T YARD / __ I a. �✓ iGb 1117 / SUNNY PAVE COUR RD AND x —/ GARDENS W! LOW EV CRF,EN HEDGE,FL O NC TREE ' p5� :`,•.%i ','i %: HERBS/� LSAND B CHES x o i �o AT1•VE CRAS EFP WARD! j I \\ SS hax), o u, ^_ ORCHARD OR CROF R REMNAN RECALLS HISTORIC•US _a PROPERTY 9 j5 k N RD TRY WITH, PROTECT HIGHLIC EXISTING SP E CROV N P WOd' ED E AND WITH CIRCULAR NTIN gV+ I6 SSA, GRAVEL PA :' __y P GSA B NCX z t , PROP ORETF,NTIO SYS M \ 4 ege vo 1 ..�.. �p.P NSF �MP e -• �•;, :.� S1 �` ,o��. :�:. SljY%f�.'%�. _.... I R&cjNE PROTECT WETLAND U �.. '. :; / '. �\ •'':: Io2 ., ..•. � RESOURCE BUF B{� X v AREAS AND S,LARG r G I I SPECIMEN TREES. PLANT ��+\• W ` weo I ONLY NATIVE SPECIES' vpot, I _ APPROVED BY BARNS ABLE i''teesr r S69 \ CONSERVATION } YI .. COMMISSION71 BVµ \t�9 21� I •�� G j ON,-n g� � ALleAVR.{V)FAY TAKING w NrIo2CARE7"f0 DAMAGE } .,p6/. „" s EXIS79rr`INC TREE ROOTS OR nG I I -.4-13 ,.,a/21 ® gar 8�- B`p'r'� so''0S TRUNKS; LIMB LOWER �oFIK►froy� Town of Barnstable ti Regulatory Services • UARNWAULE:, Thomas F. Geiler, Director .p MASS. C �prF0 µj c a'a Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 wNvw.town.barnstable.nia:us Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: To: - ATTN: l—f"Girn Y� FAX NO: 5_08 ' 8Ga — V ? 9 FROM: DATE: A9 <D PAGE, (S): (INCLUDING COvrR SH ET) Parcel Lookup Page 1 of 2 BAA.1'STABLE.. ems ,r it , Logged In As: Parcel Lookup Friday, March 3 2017 Debt Barrows Road Lookup Condo Lookup Multiple Address Lookup Renorts Search Options Search By I Parcel v Map Block_ Lot _ 155 002" —��— Search <Prev Next> Page 1 of 2 IN Rows/Page: 10 v Parcel Location Owner Village Map 2331 MEETINGHOUSE WAY/RTE 149 - 155-002 Multiple Address . BARNSTABLE, TOWN WBARNS 155002 (2331 MEETINGHOUSE WAY/RTE 149 - OF (LOMB) OLD SELECTMENS BUILDING) 2321 MEETINGHOUSE WAY/RTE 149 - Multiple Address 155- (2321 MEETINGHOUSE WAY/RTE 149 WEST BARNSTABLE WBARNS 15500200A 002-OOA Unit 101 - Sr.Housing-1rst Flr.Right/2nd COMMUNITIES LP unit right) 2321 MEETINGHOUSE WAY/RTE 149 - Multiple Address (2321 MEETINGHOUSE WAY/RTE 149 WEST BARNSTABLE 002- WBARNS 15500200A 02-OOA Unit 102 - Sr.Housing-1rst FIr.Right/2nd COMMUNITIES LP unit left) 2321 MEETINGHOUSE WAY/RTE 149 - Multiple Address 155- (2321 MEETINGHOUSE WAY/RTE 149 WEST BARNSTABLE WBARNS 15500200A 002-OOA Unit 103 - Sr.Housing=1rst FIr.Right/1 rst COMMUNITIES LP unit right) 2321 MEETINGHOUSE WAY/RTE 149 - Multiple Address 155- (2321 MEETINGHOUSE WAY/RTE 149 WEST BARNSTABLE WBARNS 15500200A 002-OOA Unit 104 - Sr.Housing-1 rst FIr.Right/1 rst COMMUNITIES LP unit left) 2321 MEETINGHOUSE WAY/RTE 149 - Multiple Address 155- WEST BARNSTABLE 002-OOA (2321 MEETINGHOUSE WAY/RTE 149 COMMUNITIES LP WBARNS 15500200A Unit 105 - Sr.Housing-1rst FIr.Left/1rst unit right ) 155- 2321 MEETINGHOUSE WAY/RTE 149 - WEST BARNSTABLE WBARNS 15500200A 002-OOA Multiple Address COMMUNITIES LP (2321 MEETINGHOUSE WAY/RTE 149 http://issgl2/intranet/propdata/lookup.aspx 3/3/2017 Parcel Lookup Page 2 of 2 Unit 106 - Sr.Housing-1 rst Flr.Left/2nd unit right) 2321 MEETINGHOUSE WAY/RTE 149 - ' 155- Multiple Address WEST BARNSTABLE 002-OOA (2321 MEETINGHOUSE WAY/RTE 149 COMMUNITIES LP WBARNS 15500200A Unit 107 - Sr.Housing-1rst Flr.Left/Left 1rst unit right) 2321 MEETINGHOUSE WAY/RTE 149 - 155- Multiple Address (2321 MEETINGHOUSE WAY/RTE 149 WEST BARNSTABLE WBARNS 15500200A 002-2-OOA Unit 108 - Sr.Housing-1rst Flr.L•eft/Left 2nd COMMUNITIES LP unit right) 2321 MEETINGHOUSE WAY/RTE 149 - Multiple Address 155- (2321 MEETINGHOUSE WAY/RTE 149 WEST BARNSTABLE WBARNS 15500200A 002-OOA Unit 201 - Sr.Housing-2nd Flr.Right/2nd COMMUNITIES LP unit right) http://issgl2/intranet/propdata/lookup.aspx 3/3/2017 f • • • Commonwealth of Massachusetts a DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT e' Mitt Romney,Governor ♦ Kerry Healey;U.Govemor ♦ Jane Wallis.Gumble,Director June 19, 2006 Amy Anthony Housing 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. MA << Dear ony and resbrey: • I am pleased to info 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 Lour 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 two-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 community'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 vwvv.mass.gov/dhcd D n r ti„�oH� r»r r n 617573.1100 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. In 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, U � Jane allis Gu e Director E Page 2 of 3 e ___,. � V� i � �, I i 1 r r " t y 1 � I � ' � _ � � �, !_ ` 9 � � o i y Horsley Witten Groin Sustainable..Envaonmental Solutions 4k� 90 Route oA Sandwich MA 02563 Phone-503-833-6600 fax 503r333 3150 www.ho,s,'eyw,,itten.eom q 1 P a x �se • Environrnen#a'i Situ As°sessment yWa' e3Mhouse 2 t West Barnstable, MA _ 4 March 22, 20:06; ME R•. *' r 4 { t c t a _L, k.k✓ rt;, a � - ��t� G ,Sf. y� t- ! e Y ti ..rt � -.y - ji � a, ,'.:. 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"t.• x,rp!�' 'r.F'. rs.R.ekx �s{`5r�AA _ •:'..: w��,n. ..:F...'1-- C-4.`zr'c`F ' : 'f' >! - •`F?,.�-• r`..Sx,.+: - .fiK? >�:`y} .Q'� >.[JtS� 4v R.. _�K TABLE OF CONTENTS FOR PHASE I ENVIRONMENTAL SITE ASSESSMENT 2331 MEETINGHOUSE WAY WEST BARNSTABLE,MASSACHUSETTS Page EXECUTIVE SUMMARY I 1.0 INTRODUCTION 3 1.1 Purpose and Scope of Work 3 2.0 PROJECT LOCATION/DESCRIPTION 4 2.1 Site Location and Description 4 2.2 Utilities Serving the Site 5 / 2.3 Environmental Setting 5 2.3.1 Topography 5 2.3.2.Soils/Geology 5 2.3.3 Hydrology 5 2.3.4 Wetlands 5 2.3.5 Surface Water Bodies 5 2.3.6 Flood Plains 6 2.3.7 Potential for Radon Gas 6 3.0 SITE INVESTIGATION 6 3.1 Field Observations 6 4.0 RECORDS REVIEW 7 4.1 Federally-Listed Sites 7 4.1.1 CERCLIS and NPL 7 4.1.2 RCRA Hazardous Waste Generator Files 7 I 4.2 State-Listed Sites g 4.3 Underground Storage Tanks g 4.4 Previous Investigations/Assessments 8 4.5 Results of Site History/Land use Review S 4.5.I Chains of Title 9 5.0 CONCLUSIONS 10 I 6.0 CONTACT LIST I 1 7.0 LIMITATIONS 12 FIGURES Figure I: Locus Map Figure 2: Tire Pile Site-Map Figure 3: Historic USGS Quads APPENDICES Appendix A: Site Photographs • Appendix B: First Search Environmental Report I • EXECUTIVE SUMMARY PHASE I ENVIRONMENTAL SITE ASSESSMENT 2331 Meetinghouse Way West Barnstable,Massachusetts The Horsley Witten Group, Inc. (HW)has completed this Phase I Environmental Site Assessment documenting conditions of the property located at 2331 Meetinghouse Way (Route 149), West Barnstable, Massachusetts(the Site). The property is defined by the Barnstable Assessor's Department as Map 155,Parcel 002 and comprises approximately 8.3 acres. The property is located on the north side of Meetinghouse Way and is currently undeveloped. The Site is located in the Village of West Barnstable in the Town of Barnstable. Northeast of the parcel are a baseball field, a community building and several privately owned homes and businesses. Undeveloped woodland are located across Meetinghouse Way further south and southeast of the property as well as to the southwest, west, and northwest. • The Site is moderately sloping with an elevation range of 20 to 30 feet above mean sea level and exhibits both woodland and open abandoned field. A stream and associated wetland border the southern and western part of the Site and.flow towards Mill Pond which is located approximately 1,800 feet northwest of the Site. An isolated shrub swamp overlaps the northernmost point of the parcel. More than half a dozen groundwater monitoring wells are located at various locations across the Site. A tire pile with a dozen or so tires was observed in the southwestern section of the i Site. A U-shaped drive is located in the southeast corner of the property off of 1 Meetinghouse Way and the remains of'a stone wall were observed just west of the drive. ,According to the Town of Barnstable personnel, a house was erected on the Site in 1769 and was demolished in 1971. No other evidence of the structure was observed during HW's Site �.._: visit. Storage tanks for petroleum products or hazardous materials were riot.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. There are two Massachusetts Department 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 • Environmental Site Assessment Horsley Witten.Cnoup,Inc. 2331 Meetinghouse Way March 22, 2006. West Barnstable,Massachusetts Page 1 completed, they do not appear-to have impacted the subject Site. Research completed at the Barnstable Town offices and an on-line DEP database does not indicate any past • release of oil and/or hazardous materials (OHM) at the Site. 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" (as defined in Section 1.1 of this report) in connection with this Site. } M Environmental Site Assessment Horsley Witten Group,Inc. • 2331 Meetinghouse Way March 22, 2006 West Barnstable,Massachusetts Page 2 • PHASE I ENVIRONMENTAL SITE ASSESSMENT 2331 Meetinghouse Way West Barnstable,Massachusetts 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 property located at 2331 Meetinghouse Way(Route 149), 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 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 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: • 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 l• Environmental Site Assessment Horsley Witten Group,Inc. 2331 Meetinghouse Way March 22,2006. ..1 West Barnstable,Massachusetts Page 3 � j (i.e., potential off-site contaminant source areas); • Site contact to help • Interviews with the designated p 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). 2.0 PROJECT LOCATION/DESCRIPTION • 2.1 Site Location and Description The Site is designated as 2331 Meetinghouse Way(Route 149), West Barnstable, Massachusetts(the Site). Refer to Figures 1 and 2 for the regional location and general layout of the Site,respectively. The property is defuied by the Barnstable Assessor's Department as Map 155,Parcel 002 and comprises approximately 8.3 acres. The property is located on the north side of Meetinghouse Way-and is currently undeveloped. { The Site is moderately sloping with an elevation range of 20.to 30 feet above mean sea level and exhibits both woodland and open abandoned field. A stream and associated wetland border.the southern.and western part of the Site and flow towards Mill Pond which is located approximately 1,800 feet northwest of the Site. An isolated shrub swamp overlaps the northernmost point.of the parcel. More than half a dozen groundwater monitoring wells are located at various locations across the Site. A tire pile with a dozen or so tires was observed in the southwestern section of the f ' Site. A U-shaped drive is located in the southeast comer of the property off of I '-' Meetinghouse Way and the remains of a stone wall were observed just west of the drive. According to the Town-of Barnstable personnel, a house was erected on the Site in 1769 and Environmental Site Assessment Horsley Witten Group,Inc. } 2331 Meetinghouse Way March 22, 2006 Page 4 �_: West Barnstable,Massachusetts g demolished in 1971. No other evidence of the structure was observed during HW's site • visit. 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. 2.2 Utilities Serving the Site There are no utilities serving the Site. 2.3 Environmental Setting 2.3.1 Topography The topography of the Site is slightly sloping, with elevations ranging from 20 to 30 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 mainly • composed of Boxford silt loam, located in the western part of the Site, and Carver loamy coarse sand, located in the eastern part of the Site. Both the Boxford silt loam and the Carver loamy coarse sands are very deep, gently sloping to nearly level, moderately.to excessively drained soils located in areas of glacial lake deposits and on out-wash plains. 2.3.3 H dy rology i According to the Town of Barnstable Geographical Information Systems (GIS) Groundwater Contour Map, the groundwater table is approximately 20 feet below the ground surface and the apparent groundwater flow direction is towards the north. 2.3.4 Wetlands A stream and associated wetland border the southern and western part of the Site. A { tributary channel to the stream is located along the northwestern property boundary and an isolated shrub swamp overlaps the northernmost point of the parcel. 2.3.5 Surface Water Bodies The nearest surface water body is associated with the stream located along the southern } and western boundaries of the property. Mill Pond is located approximately 1,800 feet 1 : northwest of the Site. Environmental Site Assessment Horsley Witten Group, Inc. • 2331 Meetinghouse Way March 22, 2006. g Y . West Barnstable, Massachusetts Page 5 � j i1 I 2.3.6 Flood Plains • According to Flood Insurance Rate Map No. 25 000 1, Panel 0011.D, dated July 2, 1992, the majority of the Site is located in an area designated as Zone C, an area of minimal flooding. The area surrounding the stream, located along the southern and western edge of the property, is designated as a Zone A3 (areas of the 100-year flood) and Zone B (between the 100-year and 500-year flood). 2.3.7 Potential for Radon Gas According to a U.S. Environmental Protection Agency(EPA)web site (http://Www.epa. o�q/radon/zonemap/zmgpp2l.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 ; i The property is located on the north side of Meetinghouse Way and is currently urideveloped. The Site is moderately sloping with an elevation range of 20 to 30 feet above mean sea level and exhibits both woodland and open abandoned fields. ( ; A stream.and associated wetland border the southern and western part of the Site and { flow towards Mill Pond which is located approximately 1,800 feet northwest of the Site. An isolated-shrub swamp overlaps:the northernmost point of the parcel r ( ' More than-half a dozen groundwater monitoring wells are located at various locations across the Site and a tire pile with a dozen or so tires was observed in the southwestem section of the Site. A U-shaped drive is located in the southeast corner of the property off of Meetinghouse Way and the remains of a stonewall were observed just west of the drive. According to the Town of Barnstable personnel,a house was erected on the Site-in 1769 and demolished in 1971. No other evidence of the structure was observed during HW's site 1 ' visit. Environmental Site Assessment Horsley Witten Group,Inc. • 2331 Meetinghouse Way March 22,2006 f West Barnstable,Massachusetts Page 6 ! I o Northeast of the parcel are a baseball field, a community building and several privately owned homes and businesses. Undeveloped woodland is located across Meetinghouse Way further south and southeast of the property as well as to the southwest, west, and northwest. Storage tanks for petroleum products or hazardous materials were not observed at the Site during HW's inspection. There was no indication of OHM observed at the time of the Site visit. Copies of the Site photos are included as Appendix A. 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 iconducted research at the Barnstable Town Hall. 4.1 Federally-Listed Sites 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 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 i No licensed RCRA hazardous waste generators were listed within 0.25 mile of the .'F subject Site. Environmental Site Assessment Horsley Witten Group, Inc. 2331 Meetinghouse Way March 22, 2.006 West Barnstable, Massachusetts Page 7 4.2 State-Listed Sites HW staff reviewed information from FirstSearchTM and the DEP website 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 Massachusetts Geographical Information System (MassGIS) maps. Two release sites are located near the subject Site. Details are as follows. 45 White Cap Lane, West Barnstable, MA. RTN 4-1120. This site is located approximately 0.38 miles northeast of the Site. A reportable release of oil took place at this residential property on March 15, 1995. A Phase I Completion Statement and a Tier Classification were received by DEP on March 21, 1996. A Class A2 Response Action Outcome(RAO) was received on April 1, 2004. A Permanent solution has been. achieved, but contamination has not been reduced to background. Hubbard Oil, 792 Main Street, West Barnstable, MA. RTN 4-0740. The site is located 0.41 miles northeast of the subject Site. On July 15, 1989 a reportable release of petroleum took place. A Phase II Completion Statement was received by DEP on August 9, 1996. The site received a Tier II Classification on,November 8, 1999. Based on the distance and direction of these properties from the subject Site, and/or 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 subject Site. 4.3 Underground Storage Tanks According to the West Barnstable Fire Department, Barnstable Health Department and Barnstable Town Clerk's office, there are no records of USTs or aboveground storage tanks on the Site. t ' 4.4 Previous Invesiigations/Assessments HW completed a Barnstable Affordable Housing Site Analysis and Feasibility Study on ! this property for the Town of Barnstable in May of 2001. The purpose of the study was to identify all potential constraints to development of the site based on existing r information, as well as to make recommendations regarding the necessity of further studies and the overall feasibility of development. Based on the existing information available at the time of the report, HW determined that the Lombard Parcel was suitable for affordable housing development. ( 4.5 Results of Site History/Land Use Review Environmental Site Assessment Horsley Witten Group,Inc. • 2331 Meetinghouse Way March 22, 2006. ! West Barnstable,Massachusetts Page 8 , t i 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. 4.5.1 Chains of Title Circa 1761, the Lombard land was bequeathed to the town by Parker Lombard "for the Use and Benefit of the Poor of the Town of Barnstable from one generation to another and never to be sold." (Barnstable Historical Commission 185:8-9). Chain of title was also established based on information from the residential property field card obtained from the Barnstable Assessor's Department. According to the field card, the current owner is listed as the Town of Barnstable. The general area has been developed since the early 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 155,Parcel 002 and comprises approximately 8.3 acres. According to the Town of Barnstable property • field card the current owner is listed as the Town of Barnstable. Health Department No records pertaining to the Site were available at the Barnstable Health Department. Planning/Zoning Department The Site is located in a residential zoning district. According to Flood Insurance Rate Map No. 250001, Panel 0011 D, dated July 2, 1992, the majority of the Site is located in an area designated as Zone C, an area of minimal flooding. The area surrounding the stream, located along the southern and western edge of the property, is designated as a Zone A3 (areas of the 100-year flood) and Zone B (between the 100-year and 500-year flood). ( Engineering eering Department No records pertaining to the Site were available at the Barnstable Engineering Department. Environmental Site Assessment Horsley Witten Group,Inc. r 2331 Meetinghouse Way March 22,2006 ! West Barnstable,Massachusetts Page 9 r-: I f i i Fire Department According to the West Barnstable 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 records of spills of hazardous materials. Building Department The Barnstable Building Department has no records pertaining to the Site. Barnstable Water Department According to the Barnstable Water Department, the Site is not connected to municipal water. 5.0 CONCL-USIONS HW has completed this Phase I Environmental Site Assessment to document conditions located at 2331 Meetinghouse Way, Barnstable,Massachusetts. The property is defined by the Barnstable Assessor's Department as Map 155,Parcel 002 and comprises approximately 8.3 acres. The property is located on the north side of Meetinghouse Way and is currently undeveloped. The Site is located in the Village of West Barnstable in the Town of Barnstable. Northeast •" of the parcel are a baseball field, a community building and several privately owned homes and businesses. Undeveloped woodland is located across Meetinghouse Way further south and southeast of the property as well as to the southwest,west, and northwest. The Site is moderately sloping with an elevation range of 20 to 30 feet above mean sea level and exhibits both woodland and open abandoned fields. A stream and associated wetland border the southern and western part of the Site and flow towards Mill Pond which is located approximately,1,800 feet northwest of the Site. An isolated shrub swamp overlaps the northernmost point of the parcel. i More than half a dozen groundwater monitoring wells are located at various locations across the Site. A tire pile with a dozen or so tires was observed in the southwestern section of the Site. A U-shaped drive is located in the southeast cornier of the property off of �. Meetinghouse Way and the remains of a stone wall were observed just west of the drive. According to the Town.of Barnstable personnel, a house was erected on the Site in 1769 and. ( was demolished in 1971. No other evidence of the structure was observed during HW's site t_ visit. Environmental Site Assessment Horsley Witten Group, Inc. • 2331 Meetinghouse Way March 22,2006 1 Page.10 West Barnstable,Massachusetts r l � I • 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 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 ground, groundwater, or a surface water of the property." Two release sites are 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 have not indicated any past release of OHM at the Site. 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"(as defined in Section 1.1 of this report) in connection with this Site. • 6.0 CONTACT LIST Site Contact j Meg Chaffee, Housing Assistance Corporation Town of Barnstable Local Offices • Assessing Department • Board of Health • Planning Department Building Department-.- --. - -. . .-_......_ ._....... .. .I • Engineering Department • West Barnstable Fire Department • Barnstable Water Department I State Agencies r. Massachusetts DEP—Southeast Regional Office, Lakeville, Massachusetts �• Environmental Site Assessment Horsley Witten Group, Inc. < < 2331 Meetinghouse Way March 22, 2006 �. West Barnstable, Massachusetts Page 11 I i � i 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 j obvious presence of certain thermal system insulation(s), surfacing materials,and ;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 contaminants and/or compliance with applicable regulations. Further, studies of indoor air 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. L..' 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. Environmental Site Assessment Horsley Witten Group,Inc.. • 2331 Meetinghouse Way March 22, 2006. 1...� West Barnstable, Massachusetts Page.12 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. r i i Environmental Site Assessment Horsley Witten Group, Inc. If 2331 Meetinghouse Way March 22, 2006 West Barnstable,Massachusetts Page. 13 4 ! i • i i i i 4 FIGURES: �-i 1-4WAR Lam• • % ,�; —"1 14 lry;y � • .1f • / w �V: � '� �► :.F�� , ..ate • —.ft6s% i r Lv � . LegendHorsley Witten Group QuadrangleSustainable Environmental Solutions �.horsfey**Mn.� ki-0 Source: USGS MeetinghouseNom LOCUS .00 West Barnstable, Scale In Feet so !!i! ' )AP 55 M�e 1 5 T 55 \` � . _ ��` `, i�- ,4 ' ,' t�'' `��/ � MAP 55 •J /' i P 1 1 / `,` \ }`\'.,,i �,t. 1` 'y �` •, air�,.. 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'ri 1 11'`t.°'t ��• + y �.M, M,4 °�1., y',' r r.�Ah. .,I •4 a 1 �, ��t a�K,ti `�+t t. lk VA At - • - • Horsley Witten Group Sustainable Environmental Solutions lok'wj r: :rr Site Photographs 2331 Meetinghouse Barnstable,West • t i APPENDIX B: ._..I it Fill L • FirstSearch- Technology Corporation Environmental FirstSearch TM Report S TARGET PROPERTY: 2331 MEETINGHOUSE WAY WEST BARNSTABLE MA 02668 Job Number: 6020 PREPARED FOR: i Horsley Witten Group 90 Route 6A Sandwich, MA 02563 (Ji IJ 03-01-06 FIRS i -0471 • Tel: (781) 551-0470 Fax: (781) 551 1 Environmental FirstSearch is a registered trademark of FirstSearch Technology Corporation.All rights reserved. l t 1 Environmental FirstSearch Site Information Report Request Date: 03-01-06 A Search Type: COORD Requestor Name: Courtney Aboltin Job Number: 6020 Standard: ASTM TARGET ADDRESS: 2331 MEETINGHOUSE WAY WEST BARNSTABLE MA 02668 . Demographics Sites: 6 Non-Geocoded: 2 Population: 829 Radon: 4.2 PCl/L Site Location a Degrees (Decimal) Degrees (Min/See) UTMs .:.Longitude: -70.377975 -70:22:41 Easting: 385349.005 ,-:Latitude: 41.704784 41:42:17 Northing: 4617703.819 Zone: 19 i � Comment Comment: Additional Requests/Services Adjacent ZIP Codes: 0 Mile(s) Services: i.. ' ZIP Code City Name ST DisdDir Sil Requested? Date i Sanborns No Aerial Photographs No Historical Topos No 11.3 City Directories No Title Search No Municipal Reports No Online Topos No Environmental FirstSearch Sites Summary Report TARGET SITE: 2331 MEETINGHOUSE WAY 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. ERNS UNKNOWN AUSTEVILLE/WEST BARNSTABLE NON GC N/A 635614/FIXED FACILITY BARNSTABLE MA 02668 ERNS CAPE COD YMCA NON GC N/A 424403/FIXED FACILITY WEST BARNSTABL MA 02668 I Environmental Firsdearch Site Detail Report TARGET SITE: 2331 MEETINGHOUSE WAY JOB• 6020 - WEST BARNSTABLE MA 02668 STATE SITE SEARCH ID: I DIST/DIR: 0.38 NE MAP ID: I NAME: AT CIRCLE REV: 1/29/01 ADDRESS: 45 WHITE CAP LN IDI: 4-0011207 BARNSTABLE-WEST_BARN MA 02668 ID2: STATUS: RAO CONTACT: PHONE: ACT STATUS: COMPLETION STATEMENT RECEIVED ACT TYPE: PHASEI:PHASE I RAO TYPE: ACT DATE: 03/21/1996 ACT USE LIMITATION: LSP: JEFFREY NANGLE ACT STATUS: TIER 2 CLASSIFICATION ACT TYPE: TCLASS:TIER CLASSIFICATION RAO TYPE: ACT DATE: 01/02/2001 • ACT USE LIMITATION: LSP: JAMES PARKER ACT STATUS: COMPLETION STATEMENT RECEIVED ACT TYPE: RAM:RELEASE ABATEMENT MEASURE RAO TYPE: i j f• � i ' 1. . Site Details Page 4 Environmental FirstSearch Site Detail.Report TARGET SITE• 2331 MEETINGHOUSE WAY JOB: 6020 WEST BARNSTABLE MA 02668 STATE SPILLS SITE SEARCH ED: 4 DIST/DIR: 0.41 NE MAP ED: 2 NAME: HUBBARD OIL CO REV: 01/10/06 ADDRESS: 792 MAIN ST IDI: 4-0000740 BARNSTABLE MA 02630 ID2: STATUS: TIERII CONTACT: PHONE: RA STATUS: COMPLETION STATEMENT RECEIVED RAS TYPE: PHASE 1 RAO CLASS: TS DATE: 7/10/1997 AUL RESTRICTION: LSP: MICHAEL PIERDINOCK RA STATUS: STATUS REPORT RECEIVED RAS TYPE: OWMEDIATE RESPONSE ACTION RAO CLASS: TS DATE: 9/10/1999 AUL RESTRICTION:. LSP: FRANCIS HOPCROFT • RA STATUS: MODIFIED REVISED OR UPDATED PLAN RECEIVED RAS TYPE: IMMEDIATE RESPONSE ACTION RAO CLASS: TS DATE: 9/13/2000 AUL RESTRICTION: LSP: FRANCIS HOPCROFT RA STATUS: MODIFIED REVISED OR UPDATED PLAN RECEIVED RAS TYPE: IMMEDIATE RESPONSE ACTION RAO CLASS: TS DATE: 8/9/1996 AUL-RESTRICTION: LSP: MICHAEL PIERDINOCK RA STATUS: TRANSMITTAL RECEIVED RAS TYPE: LSP-FA RAO CLASS: TS DATE: 7/8/1999 AUL RESTRICTION: LSP: MICHAEL PIERDINOCK RA STATUS: STATUS REPORT RECEIVED ' RAS TYPE: IMMEDIATE RESPONSE ACTION +_: RAO CLASS: TS DATE: 7/6/1998 AUL RESTRICTION: LSP: MICHAEL.PIERDINOCK • RA STATUS: STATUS.REPORT RECEIVED -Continued on next page- 1 i11 RAS TYPE: IIWMEDIATE RESPONSE ACTION Site Details Page-6 Environmental FirstSearch Site Detail Report • TARGET SITE: 2331 MEETINGHOUSE WAY JOB: 6020 . WEST BARNSTABLE MA 02668 STATE SITE SEARCH ID: 2 DIST/DIR: 0.41 NE MAP ID: 2 NAME: HUBBARD OIL CO REV: 01/10/06 ADDRESS: 792 MAIN ST IDI: 4-M740 BARNSTABLE MA 02630 ID2: STATUS: TIERII CONTACT: PHONE: SITE INFORMATION STATUS: TIER 2-A sitelrelease receiving a total NRS score less than 350,unless the site meets any of the Tier I Inclusionary Criteria(CMR 40.0520(2xa)). Permits are not required at Tier 2 sites/releases and response actions may be performed under the supervision of an LSP without prior DEP approval. All pre-1993 transition sites that have accepted waivers are categoricallyTier 2 sites. LTBI: 7/15/1989 CONFIRMED: DELETED: REMOVED: LOCATION TYPE: SOURCE: SITE DESCRIPTION: • CHEMICALS PETROLEUM BASED OIL SITE ACTIONS TS DATE: 11/8/1999 AUL RESTRICTION: LSP: FRANCIS HOPCROFT RA STATUS: REVISED RAS TYPE: TIER CLASSIFICATION I RAO CLASS: TS DATE: 8/9/1996 I 1 AUL RESTRICTION: LSP: MICHAEL PIERDINOCK RA STATUS: COMPLETION STATEMENT RECEIVED RAS TYPE: PHASE 1 RAO CLASS: TS DATE: 8/9/1996 AUL RESTRICTION: ' LSP: MICHAEL PIERDINOCK . - RA STATUS: TRANSMITTAL RECEIVED RAS TYPE: LSP-FA RAO CLASS: • TS DATE: 8/9/1996 AUL RESTRICTION: LSP: MICHAEL PIERDINOCK -Continued on next page- f } Site Details Page 8 Environmental FirstSearch Site Detail Report TARGET SITE: 2331 MEETINGHOUSE WAY JOB: 6020 i WEST BARNSTABLE MA 02668 STATE SITE SEARCH ED: 2 DIST/DIR: . 0.41 NE MAP ID: 2 NAME: HUBBARD OIL CO REV: 01/10/06 ADDRESS: 792 MAIN ST ID1: 4-MO740 BARNSTABLE MA 02630 ID2: STATUS: TIERII CONTACT: PHONE: RAO CLASS: TS DATE: 9/10/1999 AUL RESTRICTION: LSP: FRANCIS HOPCROFT RA STATUS: MODIFIED REVISED OR UPDATED PLAN RECEIVED RAS TYPE: IMMEDIATE RESPONSE ACTION RAO CLASS: TS DATE: 7/10/1997 AUL RESTRICTION: LSP: MICHAEL PIERDINOCK RA STATUS: STATUS REPORT RECEIVED RAS TYPE: IMMEDIATE RESPONSE ACTION • RAO CLASS: ACT DATE: 7/15/1989 ACT USE LIMITATION: LSP: ACT STATUS: VALID TRANSITION SITE ACT TYPE: RELEASE DISPOSITION RAO CLASS: ACT DATE: 8/9/1996 j ACT USE LIMITATION: i LSP: ACT STATUS: COMPLETION STATEMENT RECEIVED ACT TYPE: PHASE 1 i RAO CLASS: ACT DATE: 11/8/1999 ACT USE LIMITATION: LSP: ACT STATUS: REVISED STATEMENT OR TRANSMITTAL RECEIVED ACT TYPE: TIER CLASSIFICATION RAO CLASS: ACT DATE: 9/13/2000 ACT USE LIMITATION: LSP: ACT STATUS: MODIFIED REVISED OR UPDATED PLAN RECEIVED • ACT TYPE: IMMEDIATE RESPONSE ACTION RAO CLASS: -More Details Exist For This Site;Max Page Limit Reached- i i I Site Details Page- 10 I I Environmental FirstSearch Fn�Lrunmenta 1 Mile Radius FIRSTS. ASTM Map: NPL, RCRACOR, STATE Sites � R 1 2331 MEETINGHOUSE WAY, WEST BARNSTABLE MA 02668 I I a�n S I I 2 I I I � I :I I� a � i L_ Source:2002 U.S. Census TIGER Files Target Site (Latitude:41.704784 Longitude:-70.377975)............ entified Site,Multiple Sites,Receptor........................................... ® � PL,Brownfield,Solid Waste Landfill(SWL)or Hazardous Waste f Railroads............................................................................................ Black.Rings Represent 1/4 Mile Radius; Red Ring Represents 500 fi.Radius t Environmental FirstSearch ' � Favtrvnmeatu ��:,. .25 Mile Radius FIRSTIS. , ASTM Map: RCRAGEN, ERNS, UST 2331 MEETINGHOUSE WAY, WEST BARNSTABLE MA 02668 <a ohb �.I -Source.2002 U.S. Census TIGER Files Target Site (Latitude:41.704794 Longitude:-70.377975)............ IIdentified Site,Multiple Sites,Receptor......................................:.... , NPL,Brownfield,Solid Waste Landfill(SWL)or Hazardous Waste ® • Railroads............................................................................................ —� 1. Black Rings Represent1/4 Mile Radius; Red Ring Represents 500 ft.Radius I � l t t Environmental FirstSearch --- Envt...mbental .5 Mile Radius. FIRSI�S `. ASTM AN Map: Federal Land Use Sites 2331 MEETINGHOUSE WAY, WEST BARNSTABLE MA 02668 00 • ac c ao4s� �� Quo Io. oa ti I • � tw I � � o� I � %A (. Crooked C a �$ Al i • Source:2002 U.S. Census TIGER Files s Target Site (Latitude:41.704784 Longitude:-70.377975)............ ( ed.Land Use:Wilderness Areas,Wildlife Preserves..................... -t ed.Land Use:Amer.Indian Sacred'Sites,End.Species'.Habitats... ® � C I j Railroads............... ............................................:................................. IBlack Rings Represent 1/4 Mile Radius; Red Ring Represents 500 It.Radius L I i i i I I � i i L _ i I I i -� � �I� I _` � I r r � � ' I t � I t l t r r r y LOC SON OF PROPERTY LANES• M NOS BE ACCdJRATE`* LIEGIEW 4.1 — EDGE OF WATER 2 I •/ / 5 STREAM .. 7 0 1- . / 'F�+ - - - DRAINAGE DITCH i `�1817 / I / i HAN j�40.9 _/ MARSH AREA / / J FV2000 PARCEL LINE �E +fix—X-1c, M4F 326 ASSESSOR MAP NUMBER 3 `+ �G � 021 PARCEL NUMBER \ /JL) 2 / 34. + `+ A367 STREET NUMBER t/ 2. Q+ 0 BUILDING/STRUCTURE 41.3 \/41.7 +� /` BUILDING/STRUCTURE + + I I3 \�24 i•�26Q'�I 0 BUILT AFTER APRIL 2001 00 - 01 _ +/ - DECK/PATIO * \ J i<30. A 85 +\\ / MAP O QS\ /+� O SWIMMING POOL A2377 /+/ o O FUEL/WATERTANK ,/41.2/ //O/` \ 0 PAVED ROAD r=_- UNPAVED ROAD - MAP 1 `.. - J\.o' RAILROAD TRACK A07- 01 LLLJJJ ' -� �� I �•\17/845 19.9 / �29.3 `/ DRIVEWAY 'i -�. i\48.8 PARKING AREA 36 •\ \ t ( ITITITTTTi \<13.6 - t r i PARKING LINES SIDEWALK/WALKWAY I \ ✓~ 1` ° ,.",^� ,"' -{,�'" _ - - - UNIMPROVED PATH 31:3 "rP •�\,i :w . 31r_. �r ..a -_____= BOARDWALK / \ \�li l+�.� f"•, �S•, A„ -. '-_vr._SrQO SSA �+ A'/ ® EXTERIOR STAIRWAY \ i�I3.9 "_" +�s tr ' `Md +•i�� A7J71 � . , \ X�- -\i + RETAINING WALL \\ l \ �' _1�)^'ys. "T `�\ wy:. ,.•f ., '�Cl,K3'�`+ / �. 3Y STONE WALL Tel1 -x—Y.- FENCE/HEDGE 4 - GUARDRAIL DOCK/PIER STONE JETTY SPORTS AREA/LINES .8G 14.3 •.`{ i'\i yip,^ i;15.9 �.a GOLF AREA � \ • 46 10 FOOT CONTOUR LINE _ _ 22. ALLf NAi IXB G48EDd awaa 24.1 `/14.9\ MAP 155 2 FOOT CONTOUR LINE 047 53.1 SPOT ELEVATION A 2257 \/ s / \ ♦/ \ /\15.5 i 15.3 ® CATCH BASIN 0 UTILITY POLE / / \ / \/23.6 MANHOLE -� LAMP POLE \ i�15.3 y� - _ - / O0 FP\ I FLAG POLE -¢ SIGN \\ i�15.6 \ I \ �•/ \ Q POST ®TOWER ISATELLITE DISH 0 PILING i\ \ $$STATUE UTILITY BOX \ i�15.4 --k �o ENE rD�4 `NOTE: PARCEL LINES MAY NOT BE ACCURATE. DISCLAIMER:This map Is for planning purposes only. It may DATA SOURCES: Planlmetrics(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-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 f Y2006 FEET objects on the ma such as building locations. 1°=100 me not meet established me accuracy standards. Town of Barnstable Assessor's tax maps. o 300 200 physical 1 P 9 Y P Y p TOWN or •ARNtITA[ILI G.I.B. i • � _ 4 i j f � '. I i {. �l �, Iit I� . I j • j r" r i Requested Waivers • West Barnstable Communities — Site B ("Lombard" 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) • A small portion of the southeast corner of the property is located in the Wellhead Protection Overlay District(WP), however, no work is proposed within this district. • 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 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 located within the jurisdiction of the Wetlands Protection Act, and therefore will 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 240-35 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 149 and a proposed subdivision. • CADocuments and Settings\ggauthier\My Documents\Development\West Barnstable Communities\Lombard Waiver List.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 • Section 801-18: An Environmental Analysis (EA) ZBA Comprehensive Permit Environmental Analysis Form shall be submitted for a submittal will address relevant subdivision with access to 10 or environmental issues more dwelling units 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(4): The bottom of BMPs should be The bottom of the infiltration Storm Drains four feet above the probable high chambers at the front of the site groundwater. are two feet above high groundwater, in accordance with the MA Stormwater Policy Section 801-27 C(8): All drains shall be a minimum of Drains from bioretention Storm Drains 12-inches overflows may be as small as 8- inches 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 effective) CADocuments and Settings\ggauthier\My Documents\Development\West Barnstable Communities\Lombard Waiver List.doc Page 2 of 3 F • 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 Conservation Commission Required Provided Regulations • No Waiver Requests at this Time Old Kings Highway Historic District f West Barnstable Water District Growth Management Ordinance Other Waiver Requests: Any other waivers deemed necessary by the ZBA. I I • CADocuments and Settingslggauthier\My Documents0evelopment\West Barnstable Communities\Lombard Waiver List.doc Page 3 of 3 i 1 � � } i f � '�� 4 f i � I t I R e 1 1 I I � I i . • i I DEVELOPMENT PROFORMA (Sources & Uses) i • West Barnstable Communities-SENIOR SITE ONLY 12 Units SOURCES total per unit First Mortgage 309,945 25,829 Tax Credit Equity 1,576,813 131,401 Barnstable HOME Funds 30,000 2,500 State Affordable Housing Trust Funds 300,000 25,000 Other State& Local Soft Funds 660,000 55,000 TOTAL SOURCES 2,876,758 239,730 USES total per unit ACQUISITION Land Buildings Total Acquisition Costs _ CONSTRUCTION Construction includes site costs 2,072,341 172,695 Bond Premium 20,723 1,727 • Contin enc 103,617 8,635 Total Construction Costs 2,196,682 183,057 SOFT COSTS Permits %of construction 21,967 1,831 Architect % of construction 82,500 6,875 Other Engineering % of construction 30,000 2,500 Appraisal 2,100 175 Environmental Study and Inspection 1,260 105 Survey 3,000 250 Market Study 1,800 150 Clerk of the Works 15,000 1,250 Borrower's Legal 30,000 2,500 Title& Recording 7,500 625 Insurance 10,500 875 Taxes 8,700 725 Inspection Engineer 3,000 250 Accounting and Cost Cert 4,500 375 Construction/Perm. Loan Interest 45,000 3,750 Construction/Perm Loan Finance Fees 22,500 1,875 Lender Le al 15,000 1,250 Syndication Legal/Due Diligence Fee 7,800 650 Rent Up& Marketing 4,500 375 DHCD Fees 7,500 625 • CEDAC interest 5,625 469 Other: Security 3,000 250 Soft Cost Contingency% 39,941 3,328 Total Soft Cost 372,693 31,058 CAPITALIZED RESERVES. Operating Reserves 45,646 3,804 Initial Deposit to Replacement Reserve 4,800 400 DEVELOPER FEE Developer Fee 128,469 10,706 Developer Overhead 128,469 10,706 Developer Fee&Overhead 256,937 21,411 TOTAL DEV COSTS 2,876,758 239,730 SURPLUS/(GAP) - _ West Barnstable Communities budgetop.Elderly_4013.xls HU 6/27/2006 OPERATING PROFORMA West Barnstable Communities-SENIOR SITE ONLY REVENUE YR 1 2 3 4 5 6 7 8 9 10 Gross Rental Income 99,648 102,139 104,693 107,310 109,993 112,743 115,561 118,450 121,411 124,447 Vacancy 5% 4,982 5,107 5,235 5,365 5,500 5,637 5,778 5,923 6,071 6,222 Other Income 432 445 458 472 486 501 516 531 547 564 TOTAL EFFECTIVE INCOME 95,098 97,477 99,916 102.417 .104,979 107,606 110,299 113,059 115,888 118,788 EXPENSES YR 1 2 3 4 5 6 7 Operating Expenses 8 9 10 Management Fee 5,760 5,760 5,760 5,760 5,760 5,760 5,760 5,760 5,760 5,760 Office Payroll 7,500 7,725 7,957 8,195 8,441 8,695 8,955 9,224 9,501 9,786 Maintenance Payroll 6,084 6,267 6,455 6,648 6,848 7,053 7,265 7,483 7,707 7,938 Marketing 585 603 621 639 658 678 699 719 741 763 Administrative 6,258 6,446 6,639 6,838. 7,043 7,255 7,472 7,697 7,927 8,165 Utilities 11,000 11,550 12,128 12,734 13,371 14,039 14,741 15,478 16,252 17,065 Total Maintenance 9,245 9,522 9,808 10,102 10,405 10,717 11,039 11,370 11,711 12,063 Taxes and Insurance 15,287 15,899 16,535 17,196 17,884 18,599 19,343 20,117 20,922 21,759 Replacement Reserves 4,200 4,242 4,284 4,327 4,371 4,414 4,458 4,503 4,548 4,593 TOTAL EXPENSES 65,9.19 68,013 70,186 72,441 74,781 77,211 79,733 82,351 85,069 87,892 NET OPERATING INCOME 29,178 29,464 29,731 29,976 30,198 30,396 30,566 30,708 30,819 30,896 DEBT SERVICE (25,372) (25,372) (25,372) (25,372) (25,372) (25,372) (25,372) (25,372) (25,372) (25,372) DSR 1.15 1.16 1.17 1.18 1.19 1.20 1.20 1.21 1.21 1.22 West Barnstable Communities budgetop.Elderly_40B.xis HII 6/27/2006 • ' • i i i f • rrI I J 1 �j 1 - ,• i I I • i I I � , � - f __. � - F f E 1 i 1 Horsley Witten Group Sustainable Environmental Solutions 90 Route 6A Sandwich,MA • 02563 , Tel.508-833-6600 • Fax:508-833-3150 www.horsleywitten.com Lr 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 B ("Lombard" Site) Barnstable, MA Horsley Witten Group, Inc. (HW) has developed a preliminary site plan for the West Barnstable Communities (Site B) Housing Development 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 B property consists of 8.3-acres and is located at 2331 Meetinghouse Way(Route 149), West Barnstable, Massachusetts. The property is defined by the Barnstable Assessor's Department as Map 155, Parcel 002. The property is located on the west side of Meetinghouse Way and is currently undeveloped. Northeast of the parcel are a baseball • field, a community building and several privately owned homes and businesses. Undeveloped woodland are located across Meetinghouse.Way further south and southeast of the property as well as to the southwest, west, and northwest. The site is moderately sloping with an elevation range of 20 to 30 feet above mean sea level and exhibits both woodland and an open abandoned field. A stream and associated wetland border the southern and western part of the site and flow towards Mill Pond which is located approximately 1.,800 feet northwest of the Site. An isolated shrub swamp overlaps the northernmost point of the parcel. According to the Town of Barnstable personnel, a house was erected on the Site in 1769 and was demolished in 1971. 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 mainly composed of Boxford silt loam, located in the western part of the Site, and Carver loamy coarse sand, located in the eastern part of the Site. Both the Boxford silt loam and the Carver loamy coarse sands are very deep, gently sloping to nearly level, moderately to excessively drained soils located in areas of glacial lake deposits and on outwash plains. According to the Town of Barnstable Geographical Information Systems (GIS) Groundwater Contour Map, the groundwater table is approximately 20 feet below the ground surface and the apparent groundwater flow direction is towards the north. The majority of stormwater runoff from the site currently drains towards the existing stream. • West Barnstable Communities—Site B Page 2 of 4 GENERAL SITE LAYOUT The proposed building will consist of twelve units designated for residents aged 55 and older. The building and parking areas are located in the center of the site in order to minimize impacts to riparian and wetland resource areas to the east and west. The wastewater system, located on the northern portion of the site, is located in an area where soils are most permeable and appropriate for wastewater treatment. The proposed driveway is designed to access the site through an existing curb cut. The driveway will accomodate two-way traffic, with a minimum width of 20-feet. Parking will be provided at a minimum ration of 2:1 for the number of units, and is located immediately around the building to simplify access for the 55 and older residents. Gas, electric, cable, and telephone service will access the site from the existing services located in Route 149. The site is designed with a proposed drinking water supply well. 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 a 6,000 gallon septic tank, Bioclere 24/30 advanced treatment unit, 9 outlet distribution box and soil adsorption facility consisting of 6-68 foot leaching trenches. Wastewater will flow by gravity from the proposed building, into the 6,000 gallon septic tank for primary settling. From the septic tank flow continues by gravity to the Bioclere unit which will provide enhanced treatment. After treatment in the Bioclere unit wastewater flows by gravity through the 9-outlet distribution box for disposal in the 6-68 foot long leaching.trenches. 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 2 min./in., which can provide a Long-Term Acceptance Rate (LTAR) of 0.74 gallons per day(gpd)per square foot (sf), as specified by Title 5. The LTAR of 0.74 has been used to size the soil adsorption facility. Flows for the development were determined using State Environmental Code Title 5 methodology. The proposed development consists of 12 Elderly housing units. The design flow is estimated to be 1800 gpd as shown on Table 1. JA5093 Housing Assis-YMCA-Lombard\Reports\Lombard Narrative.doc West Barnstable Communities—Site B Page 3 of 4 Table 1: West Barnstable Communities—Site B, Sewage Flow Estimate Design Criteria Design Flow 12 Elderly Housing Units 150 gpd/unit 1,800 Building sewers will be 6 inch SDR-35 polyvinyl chloride (PVC) pipe. The sewer will be sloped to maintain a minimum velocity of two feet per second. Currently, a Bioclere 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/l for total nitrogen. The soil absorption system will be constructed of parallel stone trenches with 4 inch plastic perforated pipe laterals. The trenches will be spaced six-feet apart to allow reserve area for future disposal. The estimated depth to seasonal high water is approximately 11 feet, allowing a 6 foot separation from the bottom of the soil adsorption system, greater than the 5 foot minimum separation specified in Title 5. STORMWATER The proposed stormwater system consists of a series of swales, bioretention areas, permeable pavers, and underground infiltration chambers. The design criteria used manages peak rates of runoff from the proposed site so there is no increase over existing conditions for the 25-year storm event. Runoff from the 100-year storm event will slightly increase to the stream area, however, downstream flooding impacts are not intended to occur, as required by the Massachusetts Stormwater Policy. -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 parking areas, driveway, and rooftops 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 underground infiltration chambers designated in two locations. The underground infiltration chambers will also be equipped with overflows that will discharge small amounts of flow to the adjacent stream j in higher storm events. In ordento 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\Lombard Narrative.doc • 1 1 ' 1 1 � ' 1 1 111 1 •1 1 11 � 1 1 . • . . 11 111 � 11 1 1 1 r Lam'� g Z'M1Fr iv t .y; ` r Yuri_• `S t�' �'_s .; r L .T ��`}n tl 'yrv't3^ t'_ v. i; � r. � 7.M.1 �1 .� i,�•'_ r� ��. �� L i { oi�4.- I .i"1�'��+�Gds^ 9� ��',°Via. S.. .,. Fr' � ( r � -rA�irT{ pe ^�* i a�"' ��g+t r ''�i f' �"`i 7�a�•^j�is 3r Y 1rtY�'j 1 '� }•^ t .1" t w r Q`$o rc �r't¢ < �. t 7 A.� .4ii �r W CJ rd,t 4 T A 4fR}� iago .,..0 F r f -r ( i"'xf•� `r r r ,„J �. x L.t + / qj .T'. ` 47, bs 7G✓.w MR.. 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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 2331 Neetinghouse Way/Rte.149 Map 155 Lot 02 Street Address Map/Lot W.Barnstable MA City/town State Zip Code B. Site Information 1. (Check one) New Construction X❑ Upgrade Repair ❑ 2. Published Soil Survey available? Yes X❑ No Ej If yes: 1983 1:25,000 CcB Year Published Publication Scale Soil Map Unit Carver Loamy Course Sands Excessively drained Soil Name Soil limitations 3. Surficial Geological Report available? Yes ❑ No X❑ If yes: • Year Published Publication Scale Map Unit Geologic Material Landform 4. Flood Rate Insurance Map: Above the 500 year flood boundary? Yes XQ No Within the 100 year flood boundary? Yes No XQ Within the 500 year flood boundary? Yes No X❑ Within a Velocity Zone? Yes ❑ No K] 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 XD Below Normal -Month7Year 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 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 8 Stones 0-.5 O .5-6 A 10 YR 3/3 SANDY <2 <2 MASSIVE FRIABLE LOAM 6-24 B 10 YR 4/6 SANDY <2 <2 MASSIVE LOOSE LOAM 24-87 C, 10 YR 5/6 LOAMY- <2 <2 MASSIVE LOOSE SAND 87-124 CZ 10 YR 7/2 MEDIUM <2 <2 MASSIVE LOOSE SAND FT i I Additional Notes DEP Forth 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-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 &Stones 0-.5 O .5-5 A 10 YR 313 SANDY <2 <2 WEAK,MASSIVE FRIABLE LOAM 5-22 B 10 YR 416 SANDY <2 <2 WEAK,MASSIVE LOOSE LOAM 22-32 C, 10 YR 5/6 -LOAMY <2 <2 WEAK,MASSIVE LOOSE SAND 32-122 CZ 10 YR 7/2 MEDIUM <2 <2 WEAK,MASSIVE LOOSE SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal - Commonwealth of Massachusetts a a 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 0-1 O 1-4 A 10 YR 3/3 SANDY <2 <2 WEAK,MASSIVE FRIABLE LOAM 4-23 B 10 YR 4/6 SANDY <2 <2 WEAK,MASSIVE LOOSE LOAM 23-128 CZ 10 YR 7/2 MEDIUM <2 <2 WEAK,MASSIVE LOOSE SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal s s • 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 0-1 O 1-3 A 10 YR 3/3 SANDY <2 <2 WEAK,MASSIVE FRIABLE LOAM 3-22 B 10 YR 4/6 SANDY <2 <2 WEAK,MASSIVE LOOSE LOAM 22-123 C 10 YR 7/2 MEDIUM <2 <2 WEAK,MASSIVE LOOSE SAND Additional Notes Coal refuge material found at southern corner of test pit approximately 3"-26"deep. 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-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 0-2 FILL 2-60 C, 10 YR 6/1 SILT LOAM <2 <2 WEAK,PLATY FIRM 60-96 CZ 10 YR 7/2 MEDIUM <2 <2 WEAK,MASSIVE LOOSE SAND J 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: SW-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 0-10 FILL 10-62 C, 10 YR 6/1 SILT LOAM <2 <2 WEAK,PLATY FIRM 62_84 CZ 10 YR 7/2 MEDIUM <2 <2 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: 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 0-7 A 10 YR 3/2 SANDY <2 <2 WEAK,MASSIVE FRIABLE LOAM 7-16 B 10 YR 5/6 SANDY LOAM <2 <2 WEAK,MASSIVE LOOSE 16-84 CZ 10 YR 7/2 MEDIUM <2 <2 WEAK,MASSIVE LOOSE SAND i Additional Notes e. i DEP Form 11,Soil Suitability Assessment for On-Site Sewage Disposal 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: A. Site Information When filling out forms on the computer, use Housing Assistance Corporation only the tab key Owner Name to move your 2331 Meetinghouse Way cursor-do not Street Address or Lot# use the return key. W. Barnstable MA Cityrrown State Zip Code k Joe Henderson, Horsley Witten Group (508) 833 6600 Contact Person(if different from Owner) Telephone Number B.-Test Results 06/09/2006 10:50 AM 06/09/2006 10:50 AM Date Time Date Time Observation Hole# TP-1 TP-3 Depth of Perc 49 54" SStart Pre-Soak 10:52 AM 10:50 AM End Pre-Soak 11:05 AM 11:03 AM Time at 12" Time at 9" COULD NOT SATURATE COULD NOT SATURATE Time at 6" Time (9"-6") Rate (Min./Inch) <2 MIN/INCH < 2 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: t5form12.doc•06103 Perc Test•Page 1 of 1 5093-Lombard Bioretention Area Sizing B1 (Al) Infiltrator Size Impervious Drainage Area 10,222 sqft Impervious Drainage Area 0.23 acres Cultec R330 Treatment Storm 1 in 4.53 Width Treatment Storm 0.083 ft 7.5 Length WQV 852 cf df. 2.00 ft Roof 1 Infiltrators K 1 ft/day #Required 74 height of water above filter 6 in Area 2514 sf hf avg of above 0.25 ft tf 1das Surface Area Required 757 sgft Bioretention Area Sizing.B2 (A2) Infiltrator Size Impervious Drainage Area 10,000 sgft Impervious Drainage Area 0.23 acres Cultec R330 Treatment Storm, 1 in 4.53 Width Treatment Storm 0.083 ft 7.5 Length WQV 833 cf df 2.00 ft Roof 1 Infiltrators K 1 ft/day #Required 100 height of water above filter 6 in Area 3398 sf hf(avg of above) 0.25 ft tf 1 Jdays Surface Area Required 741 sgft S EX-At A2 E EX-B EX-C EX-A PB' P-B7 Ala; -A2 P-Al P.1 N-I Itralors P-A3 S-Infiltrators PA SubCaf Reach on Llnk: Drainage Diagram for 5093-Lombard-YMCA Prepared by Horsley Witten Group 6/23/2006 HydroCADO 7.00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 5093-Lombard-YMCA Type/1/24-hr 2-yr Rainfall=3.60" Prepared by Horsley Witten Group Page 1 HydroCAD®7.00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 6/23/2006 Time span=5.00-20.00 hrs,dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1A: EX-All Runoff Area=29,484 sf Runoff Depth=1.08" Flow Length=350' Tc=20.0 min CN=72 Runoff=0.60 cfs 0.061 of Subcatchment 2A: EX-A2 Runoff Area=119,290 sf Runoff Depth=0.00" Flow Length=326' Tc=10.7 min CN=32 Runoff=0.00 cfs 0.000 of Subcatchment A1: P-Al Runoff Area=47,836 sf Runoff Depth=1.03" Tc=5.0 min CN=71 Runoff=1.38 cfs 0.094 of Subcatchment A2: P-A2 Runoff Area=43,490 sf Runoff Depth=1.20" Tc=5.0 min CN=74 Runoff=1.49 cfs 0.100 of Subcatchment A3: P-43 Runoff Area=78,034 sf Runoff Depth=0.00" Flow Length=200' Tc=5.3 min CN=32 Runoff=0.00 cfs 0.000 of Subcatchment C: EX-C Runoff Area=118,550 sf Runoff Depth=1.08" Flow Length=489' Tc=11.4 min CN=72 Runoff=2.97 cfs 0.245 of Subcatchment EB: EX-B Runoff Area=55,789 sf Runoff Depth=0.09" Flow Length=416' Tc=16.7 min CN=46 Runoff=0.02 cfs 0.010 of Subcatchment PB: P-61 Runoff Area=40,083 sf Runoff Depth=0.02" Flow Length=218' Tc=7.0 min CN=41 Runoff=0.00 cfs 0.002 of Pond EA: EX-A Inflow=0.60 cfs 0.061 of Primary=0.60 cfs 0.061 of Pond P1: S-Infiltrators Peak Elev=1.16' Storage=2,018 cf Inflow=1.38 cfs 0.094 of Primary=0.00 cfs 0.000 of Secondary=0.10 cfs 0.065 of Outflow=0.10 cfs 0.065 of Pond P2: N-Infiltrators Peak Elev=0.7$' Storage=1,884 cf Inflow=1.49 cfs 0.100 of Primary=0.00 cfs 0.000 of Secondary=0.14 cfs 0.092 af. Outflow=0.14 cfs 0.092 of Pond PA: P-A Inflow=0.00 cfs 0.000 of Primary=0.00 cfs 0.000 of.. Total Runoff Area=12.226 ac Runoff Volume=0.511 of Average Runoff Depth =0.50" 5093-Lombard-YMCA Type/1/24-hr 10-yr Rainfall=4.80" Prepared by Horsley Witten Group Page 2 • HydroCADO 7.00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 6/23/2006 Time span=5.00-20.00 hrs,dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1A: EX-Al Runoff Area=29,484 sf Runoff Depth=1.88" Flow Length=350' Tc=20.0 min CN=72 Runoff=1.07 cfs 0.106 of Subcatchment 2A: EX-A2 Runoff Area=119,290 sf Runoff Depth=0.01" Flow Length=326' Tc=10.7 min CN=32 Runoff=0.01 cfs 0.001 of Subcatchment A1: P-Al Runoff Area=47,836 sf Runoff Depth=1.81" Tc=5.0 min CN=71 Runoff=2.50 cfs 0.166 of Subcatchment A2: P-A2 Runoff Area=43,490 sf Runoff Depth=2.04" Tc=5.0 min CN=74 Runoff=2.57 cfs 0.170 of Subcatchment.A3: P-A3. Runoff Area=78,034 sf Runoff Depth=0.01" Flow Length=200' Tc=5.3 min CN=32 Runoff=0.00 cfs 0.001 of Subcatchment C: EX-C Runoff Area=118,550 sf Runoff Depth=1.88" Flow Length=489' Tc=11.4 min CN=72 Runoff=5.34 cfs 0.427 of Subcatchment EB: EX-B Runoff Area=55,789 sf Runoff Depth=0.36" Flow Length=416' Tc=16.7 min CN=46 Runoff=0.22 cfs 0.038 of Subcatchment PB: P-131 Runoff Area=40,083 sf Runoff Depth=0.18" Flow Length=218' Tc=7.0 min CN=41 Runoff=0.05 cfs 0.014 of Pond EA: EX-A Inflow=1.07 cfs 0.107 of Primary=1.07 cfs 0.107 of Pond P1: S-Infiltrators Peak Elev=1.85' Storage=3,008 cf Inflow=2.50 cfs 0.166 of Primary=0.50 cfs 0.049 of Secondary=0.10 cfs 0.061 of Outflow=0.56 cfs 0.111 of .Pond P2: N-Infiltrators Peak Elev=1.96' Storage=4,231 cf Inflow=2.57 cfs 0.170 of Primary=0.06 cfs 0.002 of Secondary=0.14 cfs.0.081 of Outflow=0.14 cfs 0.084 of Pond PA: P-A Inflow=0.50 cfs 0.053 of Primary=0:50 cfs.0.053 of Total Runoff Area=12.226 ac Runoff Volume=0.922 of Average Runoff Depth=0.91" • 5093-Lombard-YMCA Type/1/24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 3 HydroCADO 7.00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 6/23/2006 Time span=5.00-20.00 hrs, dt=0.05 hrs,301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1A: EX-Al Runoff Area=29,484 sf Runoff Depth=2.54" Flow Length=350' Tc=20.0 min CN=72 Runoff=1.46 cfs 0.143 of Subcatchment 2A: EX-A2 Runoff Area=119,290 sf Runoff Depth=0.06" Flow Length=326' Tc=10.7 min CN=32 Runoff=0.03 cfs 0.015 of Subcatchment Al: P-Al Runoff Area=47,836 sf Runoff Depth=2.46" Tc=5.0 min CN=71 Runoff=3.41 cfs 0.225 of Subcatchment A2: P-A2 Runoff Area=43,490 sf Runoff Depth=2.73" Tc=5.0 min CN=74 Runoff=3.44 cfs 0.227 of Subcatchment A_ 3: P-A3 Runoff Area=78,034 sf Runoff Depth=0.06" Flow Length=200' Tc=5.3 min CN=32 Runoff=0.02 cfs 0.010 of Subcatchment C: EX-C Runoff Area=118,550 sf Runoff Depth=2.54" Flow Length=489' Tc=11.4 min CN=72 Runoff=7.25 cfs 0.577 of Subcatchment EB: EX-B Runoff Area=55,789 sf Runoff Depth=0.64" Flow Length=416' Tc=16.7 min CN=46 Runoff=0.50 cfs 0.069 of Subcatchment PB: P-B1 -Runoff Area=40,083 sf Runoff Depth=0.39" Flow Length=218' Tc=7.0 min CN=41 Runoff=0.18 cfs 0.030 of Pond EA: EX-A Inflow=1.46 cfs 0.158 of Primary=1.46 cfs 0.158 of Pond PI: S-Infiltrators Peak Elev=2.14' Storage=3,297 cf Inflow=3.41 cfs 0.225 of Primary=1.44 cfs 0.103 of Secondary=0.10 cfs 0.064 of Outflow=1.49 cfs 0.167 of Pond P2: N-Infiltrators Peak Elev=2.23' Storage=4,546 cf Inflow=3.44 cfs 0.227 of Primary=0.48 cfs 0.060 of Secondary=0.14 cfs 0.076 of Outflow=0.52 cfs 0.136 of Pond PA: P-A Inflow=1.44 cfs 0.173 of Primary=1.44 cfs 0.173 of Total Runoff Area=12.226 ac Runoff Volume= 1.295 of Average.Runoff Depth = 1.27" i i i 5093-Lombard-YMCA Type ///24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 10 • HydroCAD®7 00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 6/23/2006 Subcatchment 1A: EX-Al Runoff = 1.46 cfs @ 12.28 hrs, Volume= 0.143 af, Depth= 2.54" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs,dt=0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area(so CN Description 29,484 72 Woods/grass comb.,Good, HSG C Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.7 . 50 0.0480 0.2 Sheet Flow, Grass:Short n=0.150 P2=3.60" 5.6 300 0.0320 0.9 Shallow Concentrated Flow, Woodland Kv=5.0 fps 10.7 Direct Entry, 20.0 350 Total i Subcatchment 2A: EX-A2 Runoff = 0.03 cfs @ 15.25 hrs, Volume= 0.015 af; Depth= 0.06" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs,dt=0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area(sf) CN Description . 119,290 32 Woods/grass comb.,Good, HSG A Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.7 50 0.0480 0.2 Sheet Flow, Grass:Short n=0.150 P2=3.60" 7.0 276 0.3048 0.7 Sheet Flow, Grass:Short n=0.150 P2=3.60" 10.7 326 Total Subcatchment Al: P-Al Runoff = 3.41 cfs @ 12.08 hrs, Volume= 0.225 af; Depth= 2.46" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs,dt=0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area(sf) CN Description 10,614 98 Paved parking&roofs 10,974 39 >75%Grass cover, Good, HSG A 26,248 74 >75%Grass cover, Good HSG C 47,836 71 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment A2: P-A2 Runoff = 3.44 cfs @ 12�08 hrs; Volume= 0.227 af, Depth= 2.73" Runoff by SCS TR-20 method, UH SCS,Time Span=5.00720.00 hrs,dt=0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" 5093-Lombard-YMCA Type ///24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 11 HydroCADO 7.00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 6/23/2006 Area(sf) CN Description 19,378 98 Paved parking &roofs 13,684 39 >75%Grass cover, Good, HSG A 10,428 74 >75% Grass cover, Good, HSG C 43,490 74 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment Al P-A3 Runoff = 0.02 cfs @ 15.16 hrs, Volume= 0.010 af, Depth= 0.06" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs, dt=0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area(sf) CN Description 78,034 32 Woods/grass comb.,Good, HSG A Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.1 50 0.0380 0.2 Sheet Flow, Grass:Short n=0.150 P2=3.60" 1.2 150 0.0900 2.1 Shallow Concentrated Flow, _ Short Grass Pasture Kv=7.0 fps 5.3 200 Total Subcatchment C: EX-C Runoff = 7.25 cfs @ 12.16 hrs, Volume= 0.577 af, Depth= 2.54"_ Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs, dt=0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area(sf) CN Description 1,500 98 Paved parking&roofs 117,050 72 Woods/grass comb., Good HSG C 118,550 72 Weighted Average Tc Length Slope Velocity Capacity Description _ (min) (feet) (ft/ft) (ft/sec) (cfs) 4.0 50 0.0400 0.2 Sheet Flow, Grass:Short n=0.150 P2=3.60" 3.2 175 0.0170 0.9 Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps 4.2 264 0.0440 1.0 Shallow Concentrated Flow, Woodland Kv=5.0 fps 11.4 489 Total Subcatchment EB: EX-B Runoff 0.50.cfs @ 12.36 hrs, Volume= 0.069 af, Depth= 0.64" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs, dt=0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" Area(sf) CN Description 33,096 30 Woods, Good, HSG A 22,693 70 Woods Good HSG C 55,789 46 Weighted Average 5093-Lombard-YMCA Type ///24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 12 • HydroCADO 7.00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 6/23/2006 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 11.6 50 0.0200 0.1 Sheet Flow, Woods: Light underbrush n=0.400 P2=3.60" 5.1 366 0.0580 1.2 Shallow Concentrated Flow, Woodland Kv=5.0 fps 16.7 416 Total Subcatchment PB: P-B1 Runoff = 0.18 cfs @ 12.34 hrs, Volume= 0.030 af, Depth= 0.39" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs,dt=0.05 hrs Type III 24-hr 25-yr Rainfall=5.70" iArea(sf) CN Description 10,844 72 Woods/grass comb.,Good, HSG C 29,239 30 Woods Good HSG A 40,083 41 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.3 50 0.0200 0.2 Sheet Flow, Grass: Short n=0.150 P2=3.60" 1.7 168 0.0580 1.7 Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps 7.0 218 Total Pond EA: EX-A Inflow Area= 3.415 ac, Inflow Depth= 0.55" for 25-yr event Inflow = 1.46 cfs @ 12.28 hrs, Volume= 0.158 of Primary = 1.46 cfs @ 12.28 hrs, Volume=, 0.158 af, Atten=0%, Lag=0.0 min Routing by Stor-Ind method,Time Span=5.00-20.00 hrs,dt=0.05 hrs Pond P1: S-Infiltrators Inflow Area= 1.098 ac, Inflow Depth= 2.46" for 25-yr event Inflow = 3.41 cfs @ 12.08 hrs, Volume= 0.225 of Outflow = 1.49 cfs @ 12.31 hrs, Volume= 0.167 af, Atten=56%, Lag= 13.9 min Primary = 1.44 cfs @ 12.31 hrs, Volume= 0.103 of Secondary= 0.10 cfs @ 11.10 hrs, Volume= 0.064 of Routing by Stor-Ind method,Time Span=5.00-20.00 hrs, dt=0.05 hrs Peak Elev=2.14'@ 12.31 hrs Surf.Area=804 sf Storage=3,297 cf Plug-Flow detention time= 106.5 min calculated for 0.167 of(74%of inflow) Center-of-Mass det.time=43.3 min(842.8-799.5 ) # Invert Avail Storage Storage Description 1 0.00, 3,446 cf 47.8"W x 30.0"H x 6.25'L Cultec R-339 74 # Routing Invert Outlet Devices 1 Primary 1.50' 12.0"Vert.Orifice/Grate C=0.600 2 Primary 2.50' 4.0'long x 1.0'breadth Broad-Crested Rectangular Weir - Head(feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 • Coef.(English) 2.69 2.72 2.75 2.85 2.98 3.08 3,20 3.28 3.31 3.30 3.31 3.32 3 Secondary 0.00' 0.003300 fpm Exfiltration over entire Surface area 5093-Lombard-YMCA Type Ill 24-hr 25-yr Rainfall=5.70" Prepared by Horsley Witten Group Page 13 HydroCAD®7 00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 6/23/2006 Primary OutFlowMax=1.43 cfs @ 12.31 hrs HW=2.14' (Free Discharge) 11=Orifice/Grate(Orifice Controls 1.43 cfs @ 2.7 fps) 2=Broad-Crested Rectangular Weit Controls 0.00 cfs) Secondary OutFlowMax=0.10 cfs @ 11.10 hrs HW=0.03' (Free Discharge) L3=Exfiltration(Exfiltration Controls 0.10 cfs) Pond P2: N-Infiltrators Inflow Area= 0.998 ac, Inflow Depth= 2.73" for 25-yr event Inflow = 3.44 cfs @ 12.08 hrs, Volume---' 0.227 of Outflow = 0.52 cfs @ 12.61 hrs, Volume= 0.136 af, Atten=85%, Lag=32.0 min Primary = 0.48 cfs @ 12.61 hrs, Volume= 0.060 of Secondary= 0.14 cfs @ 11.20 hrs, Volume= 0.076 of Routing by Stor-Ind method,Time Span=5.00-20.00 hrs, dt=0.05 hrs Peak Elev=2.23'@ 12.61 hrs Surf.Area=831 sf Storage=4,546 cf Plug-Flow detention time= 146.2 min calculated for 0.136 of(60%of inflow) Center-of-Mass det.time=70.1 min(863.8-793.8) # Invert Avail.Storage Storage Description 1 0.00, 4,657 cf 47.8"W x 30.0"H x 6.25'L Cultec R-339 100 # Routing Invert Outlet Devices 1 Primary 1.83' 8.0"Vert.Orifice/Grate C=0.600 2 Primary 2.50' 4.0'long x 1.0'breadth Broad-Crested Rectangular Weir Head(feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef.(English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 3 Secondary 0.00' 0.003300 fpm Exfiltration over entire Surface area Primary OutFlowMax=0.47 cfs @ 12.61 hrs HW=2.23' (Free Discharge) 11=Orifice/Grate(Orifice Controls 0.47 cfs @ 2.2 fps) 2=Broad-Crested Rectangular Weit Controls 0.00 cfs) Secondary OutFlowMax=0.14 cfs @ 11.20 hrs HW=0.03' (Free Discharge) L3=Exfiltration(Exfiltration Controls 0.14 cfs) Pond PA: P-A Inflow Area= 3.888 ac, Inflow Depth= 0.53" for 25-yr event Inflow = 1.44 cfs @ 12.31 firs, Volume= 0.173 of Primary = 1.44 cfs @ 12.31 hrs, Volume= 0.173 af, Atten=0%, Lag=0.0 min Routing by Stor-Ind method,Time Span=5.00-20.00 hrs, dt=0.05 hrs 5093-Lombard-YMCA Type 11124-hr 100-yr Rainfall=7.10" Prepared by Horsley Witten Group Page 4 HydroCAD®7.00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 6/23/2006 Time span=5.00-20.00 hrs,dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1A: EX-Al Runoff Area=29,484 sf Runoff Depth=3.63" Flow Length=350' Tc=20.0 min CN=72 Runoff=2.09 cfs 0.205 of Subcatchment 2A: EX-A2 Runoff Area=119,290 sf Runoff Depth=0.27" Flow Length=326' Tc=10.7 min CN=32 Runoff=0.21 cfs 0.062 of Subcatchment Al: P-Al Runoff Area=47,836 sf Runoff Depth=3.55" Tc=5.0 min CN=71 Runoff=4.91 cfs 0.325 of Subcatchment A2: P-A2 Runoff Area=43,490 sf Runoff Depth=3.86" Tc=5.0 min CN=74 Runoff=4.83 cfs 0.321 of Subcatchment A3: P-A3 Runoff Area=78,034 sf Runoff Depth=0.27" Flow Length=200' Tc=5.3 min CN=32 Runoff=0.15 cfs 0.040 of Subcatchment C: EX-C Runoff Area=118,550 sf Runoff Depth=3.64" -Flow Length=489' Tc=11.4 min CN=72 Runoff=10.38 cfs 0.826 of Subcatchment EB: EX-B Runoff Area=55,789 sf Runoff Depth=1.21" Flow Length=416' Tc=16.7 min CN=46 Runoff=1.16 cfs 0.129 of Subcatchment PB: P-61 Runoff Area=40,083 sf Runoff Depth=0.83" Flow Length=218' Tc=7.0 min CN=41 Runoff=0.59 cfs 0.064 of Pond EA: EX-A Inflow=2.14 cfs 0.266 of Primary=2.14 cfs 0.266 of Pond P1: S-Infiltrators Peak Elev=2.76' Storage=3,446 cf Inflow=4.91 cfs 0.325 of Primary=4.49 cfs 0.197 of Secondary=0.10 cfs 0.068 of Outflow=4.49 cfs 0.264 of Pond P2: N-Infiltrators Peak Elev=2.88' Storage=4,657 cf Inflow=4.83 cfs 0.321 of Primary=3.85 cfs 0.148 of Secondary=0.14 cfs 0.079 of Outflow=3.85 cfs 0.227 of Pond PA: P-A Inflow=6.14 cfs 0.385 of Primary=6.14 cfs 0.385 of Total Runoff Area=12.226 ac Runoff Volume=1.972 of Average Runoff Depth=1.94" 5093-Lombard-YMCA Type ///24-hr 100-yr Rainfall=7.10" Prepared by Horsley Witten Group Page 14 HydroCAD®7.00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 6/23/2006 Subcatchment 1A: EX-Al Runoff = 2.09 cfs @ 12.28 hrs, Volume= 0.205 af, Depth= 3.63" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs,dt=0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area(sf) CN Description 29,484 72 Woods/grass comb., Good, HSG C Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.7 50 0.0480 0.2 Sheet Flow, Grass:Short n=0.150 P2=3.60" 5.6 300 0.0320 0.9 Shallow Concentrated Flow, Woodland Kv=5.0 fps 10.7 Direct Entry, 20.0 350 Total Subcatchment 2A: EX-A2 Runoff = 0.21 cfs @ 12.51 hrs, Volume= 0.062 af, Depth= 0.27" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs, dt=0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area(sf) CN- Description 119,290 32 Woods/grass comb., Good, HSG A Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.7 50 0.048b 0.2 Sheet Flow, Grass:Short n=0.150 P2=3.60" 7.0 276. 0.3048 0.7 Sheet Flow, Grass:Short n=0.150 P2=3.60" 10.7 326 Total Subcatchment Al: P-All Runoff = 4.91 cfs @ 12.08 hrs, Volume= 0.325 af, Depth= 3.55" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs, dt=0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area(sf) CN Description 10,614 98 Paved parking&roofs 10,974 39 >75%Grass cover,Good, HSG A 26,248 74 >75%Grass cover, Good, HSG C 47,836 71 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment A2: P-A2 Runoff = 4.83 cfs @ 12.08 hrs, Volume= 0.321 af, Depth= 3.86" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs,dt=0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" 5093-Lombard-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 6/23/2006 Area(sf) CN Description 19,378 98 Paved parking &roofs 13,684 39 >75%Grass cover, Good, HSG A 10,428 74 >75%Grass cover, Good, HSG C 43,490 74 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, 'Subcatchment A3: P-A3 - Runoff = 0.15 cfs @ 12.43 hrs, Volume= 0.040 af, Depth= 0.27" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs,dt=0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area(so CN Description 78,034 32 Woods/grass comb.,Good, HSG A Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.1 50 0.0380 0.2 Sheet Flow, Grass:Short n=.0.150 P2=3.60" 1.2 150 0.0900 2.1 Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps 5.3 200 Total Subcatchment C: EX-C Runoff = 10.38 cfs @ 12.16 hrs, Volume= 0.826 af, Depth= 3.64" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs,dt=0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area(so CN Description 1,500 98 Paved parking&roofs 117,050 72 Woods/grass comb. Good HSG C 118,550 72 Weighted Average Tc Length . Slope Velocity Capacity Description (min) (feet) (fUft) (ft/sec) (cfs) 4.0 50 0.0400 0.2 Sheet Flow, Grass: Short n=0.150 P2=3.60" 3.2 175 0.0170 0.9 Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps 4.2 264 0.0440 1.0 Shallow Concentrated Flow, .Woodland Kv=5.0 fps 11.4 489 Total Subcatchment EB: EX-B Runoff = 1.16 cfs @ 12.29 hrs, Volume= 0.129 af, Depth= 1.21" Runoff by SCS TR-20 method,UH=SCS,Time Span=5.00-20.00 hrs,dt=0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area(sf) CN Description 33,096 30 Woods,Good, HSG A 22,693 70 Woods Good HSG C 55,789 46 Weighted Average 5093-Lombard-YMCA Type 11124-hr 100-yr Rainfall=7.10" Prepared by Horsley Witten Group Page 16 HydroCAM 7.00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 6/23/2006 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 11.6 50 0.0200 0.1 Sheet Flow, Woods: Light underbrush n=0.400 P2=3.60" 5.1 366 0.0580 1.2 Shallow Concentrated Flow, Woodland Kv=5.0 fps 16.7 416 Total Subcatchment PB: P-B1 Runoff = 0.59 cfs @ 12.15 hrs, Volume= 0.064 af, Depth= 0.83" Runoff by SCS TR-20 method, UH=SCS,Time Span=5.00-20.00 hrs,dt=0.05 hrs Type III 24-hr 100-yr Rainfall=7.10" Area(sf) CN Description 10,844 72 Woods/grass comb.,Good, HSG C 29,239 30 Woods, Good HSG A _ 40,083 41 Weighted Average Tc Length Slope Velocity Capacity, Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.3 50 0.0200 0.2 Sheet Flow, Grass:Short n=0.150 P2=3.60" 1.7 168 0.0580 1.7 Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps 7.0 218 Total Pond EA: EX-A Inflow Area= 3.415 ac, Inflow Depth= 0.94" for 100-yr event Inflow = 2.14 cfs @ 12.30 hrs, Volume= 0.266 of Primary = 2.14 cfs @ 12.30 hrs, Volume= 0.266 af, Aften=0%, Lag=0.0 min Routing by Stor-Ind method,Time Span=5.00-20.00 hrs,dt=0.05 hrs Pond P1: S-Infiltrators Inflow Area= 1.098 ac, Inflow Depth= 3.55" for 100-yr event Inflow = 4.91 cfs @ 12.08 hrs, Volume= 0.325 of Outflow = 4.49 cfs @ 12.13 hrs, Volume= 0.264 af, Atten=9%, Lag=3.1 min Primary = 4.49 cfs @ 12.13 hrs, Volume= 0.197 of Secondary= 0.10 cfs @ 10.40 hrs, Volume= 0.068 of Routing by Stor-Ind method,Time Span=5.00-20.00 hrs,dt=0.05 hrs Peak Elev=2.76'@ 12.13 hrs Surf.Area= 17 sf Storage=3,446 cf Plug-Flow detention time=78.4 min calculated for 0.263 of(81%of inflow) Center-of-Mass det.time=28.2 min( 819.5-791.3) # Invert Avail Storage Storage Description 1 0.00, 3,446 cf 47.8"W x 30.0"H x 6.25'L Cultec R-339 74 # Routing Invert Outlet Devices 1 Primary 1.50' .12.0"Vert. Orifice/Grate C=0.600 2 Primary 2.50' 4.0'long x 1.0'breadth Broad-Crested Rectangular Weir Head(feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 3 Secondary 0.00' 0..003300 fpm Exfiltration over entire Surface area 5093-Lombard-YMCA Type 11124-hr 100-yr Rainfall=7.10" Prepared by Horsley Witten Group Page 17 HydroCADO 7.00 s/n 001445 ©1986-2003 Applied Microcomputer Systems 6/23/2006 Primary OutFlowMax=4.21 cfs @ 12.13 hrs HW=2.71' (Free Discharge) �1=Orifice/Grate(Orifice Controls 3.18 cfs @ 4.1 fps) 2=Broad-Crested Rectangular Wei(Weir.Controls 1.03 cfs @ 1.2 fps) Secondary OutFlowMax=0.10 cfs @ 10.40 hrs HW=0.03' (Free Discharge) L3=Exfiltration(Exfiltration Controls 0.10 cfs) Pond P2: N-Infiltrators Inflow Area= 0.998 ac, Inflow Depth= 3.86" for 100-yr event Inflow = 4.83 cfs @ 12.08 hrs, Volume= 0.321 of Outflow = 3.85 cfs @ 12.20 hrs, Volume= 0.227 af, Atten=20%, Lag=7.6 min Primary = 3.85 cfs @ 12.20 hrs, Volume= 0.148 of Secondary= 0.14 cfs @ 10.60 hrs, Volume= 0.079 of Routing by Stor-Ind method,Time Span=5.00-20.00 hrs,dt=0.05 hrs Peak Elev=2.88'@ 12.21 hrs Surf.Area=22 sf Storage=4,657 cf Plug-Flow detention time= 106.7 min calculated for 0.226 of(70%of inflow) Center-of-Mass det.time=41.4 min(827.2-785.8) # Invert Avail.Storage Storage Description 1 0.00, 4,657 cf 47.8"W x 30.0"H x 6.25'L Cultec R-339 100 # Routing Invert Outlet Devices 1 Primary 1.83' 8.0"Vert.Orifice/Grate C=0.600 2 Primary 2.50' 4.0'long x 1.0'breadth Broad-Crested Rectangular Weir Head(feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef.(English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 3 Secondary 0.00' 0.003300 fpm Exfiltration over entire Surface area Primary OutFlowMax=3.62 cfs @ 12.20 hrs HW=2.85' (Free Discharge) 11=Orifice/Grate(Orifice Controls 1.39 cfs @ 4.0 fps) 2=Broad-Crested Rectangular WeitWeir Controls 2.23 cfs @ 1.6 fps) Secondary OutFlowMax=0.14 cfs @ 10.60 hrs HW=0.03' (Free Discharge) t3=Exfiltration(Exfiltration Controls 0.14 cfs) Pond PA: P-A Inflow Area= 3.888 ac, Inflow Depth= 1.19" for 100-yr event Inflow = 6.14 cfs @ 12.19 hrs, Volume= 0.385 of Primary = 6.14 cfs @ 12.19 hrs, Volume= 0.385 af, Atten=0%, Lag=0.0 min Routing by Stor-Ind method,Time Span=5.00-20.00 hrs,dt=0.05 hrs � � i . F � - E • • , � � + � . • � k' • '' ' i Z � ,I� +�' ' S i 1 i i I r , • `` J • d • I �� !'" � .'[ w .� .. 7 1 i . 1 • • ® r i n �. Hyanni� MA i ASSISTANCE T d i i i CORPOk A on 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, RAC 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. HAC 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 RAC'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. RAC 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 first-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. • o 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 • 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 HAC employees and board members. wrww.haconcapecod.org Add rwm any r.pty to. BOS:EC:76-1280. P.O. Box 9081 JUL. • 1975 JFK Post Office Boston, Mass. 02203 Da�4r�c�4 OaQOQ4oP Internal Revenue Service to r.pfr rVier to: July 13 1,076 ( zP:r.C—J. Dunnell Ta: 17 223-4241 Housing Assistance Corp. Box 652 618 main St. :rest Yarmost:L 02673 Gentlemen: 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 509(n)11;. 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 Co de._.Howe_v_er,_.youu.._are...not_.. i'C .-a mafically exempt from other Federal excise taxes. If you have any let us know. questions about excise, employment, or other Federal taxes, please 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 i Your exempt status. Also, you should inform us of all changes in your name or address. Form L-178 (Rev..8-73) \t 4 If your gross receipts each year are normally more than S5,00D, you are required to file Form 990, Retui-n' 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 S10 a day, up to a maximum of S5,000, 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._imcome 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 \' 1 Form L-178 (Rev. 8-731 i Page i of 2 A RECEIVED sun of Barnstable •n�a JA N 1120047 MainainStreek Hyannint of s Mic AA 02601� - Office: 508-862-4088 Town of Barnsfabl b Mark S,Ells.Director,DPW Fax: 508-962-4711 Highway Division Ruben'A.-Burgmatn,P.E.Town enginm - ROAD OPENING PERNDT' f Permit NO.:� Permit Fee: /(O Date: /Zl W 102 Payment Reed: / /O MaplParcel:._ /sQ� Check No.: q`/_L Dig Safe Acet.No. To:Town Manager Pursuant to the provisions of the Charter of the Town of Barnstable and the applicable provisions of the Massachusetts General Laws,the;undersigned respectfully requests that your written consent be given to dig up and/or tunnel under @te ground in the following public ways for the following purpose: 9 Location: P331 "+eEfi4lrNo%jsE 146 RM 141 Purpose:_ DRw£W 14`L F�TR`�I F I I? N f&Ml The undersigned agrees to conform to all applicable Massachusetts General Laws and Town of Barnstable Ordinances and any stipulations governing the approved Road Opening Permit Additionally, the undersigned agrees by time acceptance of this Permit to be responsible for all work to be performed,and has appropriate insurance coverage in the amount required by the Town of Barnstable for any injuries to persons or property and indemnifies the Town of Damnable for any of their acts in connection with this'Permit,and to be responsible for trench maintenance during the period of construction as well as trench repairs for a period of one year from the date of project completion. NOTICE: Th�Enaintxrine Demartment must be notified at least 24 hours in advance of scheduled trench comnacti�„ pqd/m,�Qavmao Cu o av ernt ea hibr 11 ore al ie given either b is RMIt Amd1cadon or by contacting the Division, ved A. ve a r permi1 l not be gmngd less the fora ne cessi for ernqMency MMjM (/-7 foamy owners signature), (Telephone number) rMF_ %101A rm" Sof•549. 1450 or 9T8 gn 5950 ('a,ectnscd contractor name)('Type or Print) (relephone number) _+o g• FALM0WTM' NW1 (Leese cased contractors address)(where permit is to be mailed) &VITIE #3 E . FOrl.r4oMi, M4 02536 /APPROVALS Reviewed by Highway Division Date: Special Conditions I,the undersigned Directnr of DPW,Town of Barnstable:,hereby give written consent to the excavation in the town way as .requeted and upon the condi ' s set forth above this day of r Director-of-DPW Town Manager,Town of Barnstable 1cl , 5 �d ' �� r ! 3 3 1 1r1/lee+Ii n 46 uSe i.30 d_ Page 1 of 1 Perry, Tom - From: Tim Sawyer[tim@capearchitects.com] Sent: Wednesday, October 25, 2006 8:39 AM To: Perry, Tom Cc: 'Rick Fenuccio' Q) Z o� Subject: West Barnstable Communities - Lombard Farm Site Hi Tom, IC We are working on the above project with Housing Assistance Corporation and they had requested that we consult with you on a matter that came up at our last ZBA hearing regarding the need for an additional egress door out of these one bedroom ground floor senior apartments. The attached first and second floor plans along with a simple code summary sheet should give you a basic understanding of the project which is 12, one bedroom apartments in one contiguous building (13,247 s:f.)with 4 units on a second level. An elevator and automatic sprinkler system is included in the project. HAC does not want the additional doors and as we interpret the code they are not required. Some members on the ZBA are attempting to force HAC to include them so we are building our case as it pertains to the code and just want to verify with you that our interpretations are correct. Our next ZBA hearing on this project is scheduled for November 1 st so I was hoping you and I could either meet at you office or talk over the phone (which ever you feel most comfortable with) prior to the hearing. Thanks... Tim Sawyer Brown Lindquist Fenuccio&Raber Architects Inc_. 203 Willow Street Suite A ` "�-- Yarmouthport,MA 02675 www.capearcbitects.com Tel: 508.362.8382 ext 17 Fax: 508.362.2828 10/25/2006 ---- — -- — ---- ---------------- jfl 3 In--------- --- ----------- L----------I _j iy r ------ Su S ILL o cl r L----J C)(2 0 m z PROPOSED SENIOR HOUSING DEVELOPMENT J�BROWN UNDQUIT IENUCCIO&rwm WEST BARNSTABLE COMMUNITIES-SITE"B" PRCHnEVS.INC. RTE 149,WEST BARNSTABLE,MA. z DEVELOPED BY cn is R HOUSING ASSISTANCE CORPORATION 1010 4 Emergency�escape Every sleepinggoofn below they£ounhls106"d occupanciesM me m Use Groups : A M � � - 1 shall�have atUleast one:operable wmdow or R � Use door approved.fo emergenc�,y e�greks or rescue.:;Tits shall be operable from the inside without the use of special knowledge, separate tools or force greater than that which is required for normal operation of the window.Where window's are�providedxas armeansJofegress or,rescue the windows shall have the bonommof the clear opening not more thant44�i-nches,3(111&mm)Iabove the floor.- A131'�°egre99.birescue windows oms epingrooms� shallhave ammmumnet clearopemng®f57�square a � � feet{0 53 T.mz) TheFrrummumnet clearopemng h6ight dimension shall be 24 inches (61®mm�)�The .. imiuinumnet lc eaoenng wi�_ th�dimensio shoe 20mches (508 mm) Bars, grilles or screens placed over emergency escape windows shall be releasable or removable from the inside without the use of a key, tool or force greater than that which is required for normal operation of the window. Excep ohoh ns �1 The mmimumnetcleopeng forgradefloor y �g wig dow shallbefiue, quare feet(047�m ) 2. An outside window or an exterior door for emergency escape is not required in buildings where the sleeping room is provided with a door to a corridor having access to two remote exits in opposite directions. 0 outside4winelowgor an exterior door fora M'V; y � a�� jilt emergencyescape�isxnot,required m buildings eglinped through nth an auto c spr�cnkler 5 system5in accor..dancewith780CMgR9062 90622i I BUILDING CODE SUMMARY MASSACHUSETTS STATE BUILDING CODE, 780 CMR 6TH EDITION PROJECT: 12 UNIT SENIOR HOUSING DEVELOPMENT @ LOMBARD FARM LOCATION: ROUTE 149 WEST BARNSTABLE, MA DEVELOPED BY: HOUSING A5515TANCE CORPORATION WEST BARNSTABLE - HAC LLC, 460 WEST MAIN ST., HYANNIS, MA 02601 GENERAL BUILDING INFORMATION: 2 STORY BUILDING CONTAINING TWELVE I BEDROOM INDEPENDENT LIVING SENIOR APARTMENTS, INTERIOR COMMUNITY SPACES AND COMMON LAUNDRY AREAS. THE BUILDING 15 EOUIPED WITH AN WITH AUTOMATIC SPRINKLER SYSTEM AND AN ELEVATOR. PROPOSED GRO55 BUILDING AREA = 13,247 G.S.F. REGULATIONS AND STANDARDS ITEM CHPT./ REQUIREMENTS/ PROPOSED SEC./TABLE DESIGNATION R-2; MULTIPLE DWELLINGS SEC, PROPOSED TWELVEI USE GROUP CLASSIFICATION: (R-2) 310.4 HAVING MORE THAN TWO BEDROOM UNITS DWELLING UNITS TABLE TYPE 5-B UNPROTECTED PROPOSED TYPE 5-5 TA CONSTRUCTION TYPE: (TYPE 5 B) TA WOOD FRAME CONSTRUCTION UNPROTECTED WOOD FRAME ALLOWED CONSTRUCTION HEIGHT TABLE 2 STORIES, 35 FEET PROPOSED AREA&HEIGHT 503 2 STORIES, ±32 FEET LIMITATIONS: TABLE 41800 50. FT. PROPOSED GROSS S.F. 503 13,247 GRO55 SO. FT. WITH AU MA I RI L PROPOSED 506 AREA MODIFICATIONS: 5EC..3 SYSTEM AREA MAY BE 13,247 GROSS 50. FT. INCREASED 200% = 14,400 S.F TABLE RESIDENTIAL: 200 G.5,F. PER 1-2 OCCUPANTS PER UNIT OCCUPANT LOAD: 1008.12 OCCUPANT = 67 ALLOWABLE = 24 OCCUPANTS TABLE 250 FEET MAX TRAVEL TO GREATEST TRAVEL DISTANCE LENGTH OF EXIT ACCESS TRAVEL: 1006.5 EXIT PROPOSED = +/- 100 FEET MINIMUM NUMBER OF EXITS: TABLE 500 OCCUPANTS OR LE55 = 5 COMMON EXITS PROVIDED 1010.2 2 EXITS MIN. SEC. 44° (MIN) WHERE SERVING TYPICAL CORRIDOR WIDTH MINIMUM CORRIDOR WIDTHS: 1011.3 MORE THAN 50 OCCUPANTS PROPOSED = 60° TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 S3 Parcel 0° L Application# r)W90 Health Division Conservation Division (� -S -�D Permit# Tax Collector Date Issued g Treasurer Application Fee S Planning Dept. Permit Fee -� 3�-) • (";I Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address a 33 1 iM iwr-T)0&Nov S F, rs i q q c Village Qcsr 8Ag0 SrY,113Li� Owner TowrJ aF &ukj sr"L& P,4R?w Address 3(P�+ MM 4 SWSCT—Telephone LoM6 pwD "lRvS f ®a ® Permit Request 0N1� --g p(Iao-1 041?LIB JZENTAL vN 5-S For, sfi,,Jt a 2 1A.Ovr I,o b-, S cCwc Ta c'a s srd2v6rI 0,J C-/,)TFd Lr Square feet: 1 st floor:existing O proposed '16+5 2nd floor: existing proposed 3,0 Total new 312 4 �- Zoning District � r.'SIPIE46rz, F Flood Plain too Groundwater Overlay NO Project Valuation Construction Type 5 S Lot Size q.3 A L12r&5 Grandfathered: ❑Yes XNo If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes *o On Old King's Hig way: '` es to Basement Type: 19,Full ❑Crawl Walkout XOther Cvm-elN rtTlod Of Fu L1- 9- Q,+LK- o%;l Basement Finished Area(sq.ft.) O Basement Unfinished Area(sq.ft) 5-, 3 33 s P Number of Baths: Full:existing 4 new 13 Half:existing D new 0 Number of Bedrooms: existing new 12. Total Room Count(not including baths):existing 0 new 5q _ First Floor Room Count 38 r• Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: XYes ❑No Fireplaces: Existing 0 New J Existing wood/coal stove: ❑Yes XN0 Detached garage:❑existing ❑new size KO Pool:❑existing ❑new size No Barn:❑existing ❑new size (5 Attached garage:❑existing ❑new size NO _ Shed:❑existing ❑new size r4 0 Other: Zoning Board of Appeals Authorization ❑ Appeal# A 00(0- 01-I Recorded Commercial j (Yes ❑No If yes, site plan review# Current Use V 14(_A-)4T' Le)I Proposed Use i PICR zy 2 tiEN TA L. • BUILDER INFORMATION Name 71% 4►A, iLt r go v f Telephone Number Address 1 14iT rVIL�r^a\ 1"1'{ 4iWA License# CS- C7eA2 0 Syi 3 Home Improvement Contractor# �i L mo v rn A o15 31, Worker's Compensation# i v c o-14~ 1$-3 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO F,t-J 14 S4 F4 i-T-J41 1 d t SIGNATURE ^ DATE i i 23 Z 0�' FOR OFFICIAL USE ONLY 1' ' PERMIT NO. DATE ISSUED ° MAP/PARCEL NO.' ADDRESS VILLAGE _ OWNER 4 DATE OF INSPECTION: FOUNDATION _ • FRAME INSULATION FIREPLACE ; ELECTRICAL: ROUGH FINAL i xs PLUMBING: ROUGH FINAL is - T GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT k ASSOCIATION PLAN NO. g Dec 05 07 04:57p Desmond Well Drilling, In (508) 240-1003 PA r4 0 C-kff'.COD TESTHORINIC. ' isfam5. To: Fax: Jc- raF Date: -7 Re: Pages: CC: Ej urgent U For Review EJ Please Comment 0 Please Reply E3 Please Recycle Notes: ,f 21 M .13 a z Is Cl 4 4 21 F. 0 Is X u 0 a!w ZI ru-.1 3 &E m: M Il E1 a 5 a a a o-z 14 el M u a, Z. 11 ra F,111 M a 51 r.0 M xi 15 P.S N Orleans,Massachusetts C2653 P.O. x Br.. 2783 5 Rayber Road Ode, Massachuse Phone:508-240-1000 Facsimile-508-240-100.1 Dec 05 07 04:57p Desmond Well Drilling, In (508) 240-1003 p.2 12/05/2007 WED 15:48 FAX 5083627103 Barnstable CTY aealthLix4 oesmona well orui1ng__1juvofuue ;R }I P; CER'I'IFICA►TE OF. ANALYSIS page: I Bamstable County Health Laboratory I '' a se^- Retort Prepared For. Repast Wta1 1215n..901 - l Sally Desmond ' Desmond Well Drilling Order No.: G0744340 ' P O Box 2783 Orleans, MA 02653 r Labontory ID it: 0744340-01 Description: Water DriakingWa(er { Sample t1: Sampling tmcation: 2331 Meetinghouse Rd.fternstable.MA Colteeted: 121M12007 l C•Miecrcd'by: Customer Received: 12/312007 i Routine i ITEM EM RESULT UNITS YiL MCL MetLod B Ana st Tested Nott j Nitrate as Nitrogen ND ma/L•• 0.10 10 EPA300.0 LAP 1 213120 0 7 Copper ND mglL 0.10 1.3 SM 311 i8 LAP 1215r"7 Iron ND WA 0.10 0.3 SM 3111E LAP 121=07 Sodium 9.6 mg/t. 1.0 20 SM 311 M LAP 1213007 Total Coliform Absent P/A 0 0 SM9223 AF 12132007 f� Conductance too umohskm 2.0 EPA 120.1 DCB 170/2007 pH 6.7 pH-units 0 SM 4500 H i3 DCB 1213=07 {rater sample meets the recommended!!mils for drinking water of all Ilse above tested parameterx Approved By: l (Lab - tor) ! . f i i. I I f • i NO=None Detected RL - Reponing Limit MCL v Maximum Conetminvl Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Pis:508-375-6605 Dec 05 r07 04:57p Desmond Well Drilling, In (508) 240-1003 p.3 TIED 15: 49 PAR �,Utf362ILv.3. Psaxnsxagl6 t-wx ocaaLna.au u+.,. —ij W-41�uv 1 , F CE)RIAP FICATE OF ,�1,�LYSIS Page: I C 7. _ Barnstable County Health Laboratory Report Prepared F'br: Report Dated: 12MOO7 Sally Desmond Desmond Well Drilling Order No.: G0744340 P 0 Box 2783 Orleans, MA 02653 LaborntOrV YIDS._ 0744340-01 Description: Water-Drinking Water Dec 05 07 04:59p Desmond Well Drilling, In (508) 240-1003 p.1 12/05/2007 WED 15:49 PAX 5083627103. Darns.table CTY tlealthtab --- Desmond wet: Drilling Q006/006 r � •� f,p 1 111 �• 4- e r CERTIFICATE OF .A►N. A, LYSIS Pe90' 2 Barnstable County Health Laboratory 'r _. tea`.• Report Prepared For: Report Dated: 121512007 Sally Desmond i Desmond Well Trilling Order No.: G0744340 P 0 Box 2783 i Orleans, MA 02653 t Laboratory ID#! 0744340-01 Destription: Wnter-DrinlungWater I r SamPle W; Sampling Location: 2331 Meetinghouse Rd.Barnstable,MA Collected: 12I3/1007 Coneeled by; Customer Received: 12/3/2007 I f) EPA S24.2- Volatile Organics by GUMS f ITFM RESULT UNTrS RL MCL Method N Analyst Tested Note III Carbon tetrachloride ND ug/L 0.50 5.0 EPA 524.2 yn 1213/2007 Chlorobenzene ND ug/6 0.50 100 EPA 524.2 yn 12/3/2007 1. Chloroethonc ND uglL 0.5t: EPA 524.2 yn 12132007 Chlorororm ND ug/L 0.50 80 EPA 574.2 yn 12/12D07 cis-1.2-Uiehlor'oethene ND vr/L 0.50 70 EPA 524.2 yn 12/32007 # cis-1.3-Dichloropropene ND uA 0.50 EPA 524.2 yn 12/3/2007 j Dibrotnochloromethane ND ug1L O.So EPA 524.2 yn 12/3/2007 i Di1witnomethanc ND ug/L 0.50 EPA 524.2 yn 12n/2007 hlhylbenzene ND ug/L 0.50 700 EPA 5241 ya 12/3/2007 i I-lexachlorohutadione ND usn, o,so EPA 524.2 m 0132007 iI isnpropylbc117ene ND UgA. 0.50 EPA 524.2 yn 12/32007 { (! Methylene chloride ND ut/L 0.50 5.0 EPA$24.2 yn 12/3/2007 1> jMethyl-ter(-butyl ether ND ug/L 0.50 EPA 524.2 yn 12nP_007 f !It Naphthalune ND ug/L 0.50 EPA 524.2 yn 1213/2007 i n-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 1213/2007 1 n-Ptopylbenzene ND ur)L 0.50 EPA 524.2 yn 12/32007 I : ug/L 0.50 EPA 524.2 t p-.sol7ropyltoluene ND g/ yn 12/3rz007 I see-Btltylbenzene ND ug/L 0.50 EPA 524.2 yn 1213/20M i ( Styrene ND ug/1, 0.50 Ion EPA 524.2 yn 12131207 I tent-Butyibenxene ND ug/L 0.50 EPA 524.2 yn 12/32007 "retrachlormthme ND og/l. D.50 5.0 EPA 524.2 yn 12132007 Toluene ND ug/L 0.50 1000 EPA 524.2 ya 1 21312 00 7 'Fetal xyicnes ND uglL 0.50 10000 EPA 524.2 yn 12/3/2007 trans-l.2-Dichloroethene ND ug/L 0.50 100 EPA 524.2 yr, 12/32007 Trans-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 1 2/312 0 97 Trichloroetheil- ND ug/L 0.50 5.0 EPA 524.2 yo 12/3/2007 Trichlorol3tlo,'ometh8ne ND ug/l. 0.50 EPA 524.2 yn 12/3/2007 Wn1er snntple eseels the recommended limits fordrin4r/rg water ofall the above tested parameters Approved By ' (Lab r' law)i ND-None Detected RL- Reporting Limit MCI.=Mwvitaurn Comami:unt Level E Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 �/te Pom„nzou,�e �/�aaaac�uvetld Board of Building Regulation and Standards Construction Supervisor License License: CS 54887 R " �°n 2/2010 Tr# 17473 Restrictio -- THOMAS A HOWE§ i PO BOX.247 MA 0266 S ORLEANS, 'A� �G ,- Commissioner ��liJ°�- 05/13/2008 08:11 15085481950 VALLE GROUP PAGE 02 DATE(MMIDDM(Y`n AC 2W, CERTIFICATE OF LIABILITY INSURANCE OS/13 zoos PRODUCER (617)723-0700 FAX (617)30S-0365 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Cleary Insurance, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE,DOES NOT AMEND,EXTEND OR 133 Portland Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Boston, MA 02114 INSURERS AFFORDING COVERAGE NAIC# INsuRED TfieVal le Group Inc. INSURERA: Granite State Insurance Co. 70 E. Falmouth Highway, Ste 3 INSURERB: EAst Falmouth, MA 02536 INSURERC: INSURER D: INSURER E; COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BYTHE 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 D TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE P �XPI><ATION LIMITS GENERAL LIABILITY EACH OCCURRENCE g COIIMERCIAL GENERAL LIABILITY - DAMAGE TO RENTED $ CLAIMS MADE OCCUR MED EXP(Any one Demon) S. PERSONAL&ADV INJURY S GENERAL AGGREGATE S GrWL AGGREGATE UMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ POLICY jEa M LOC AUTOMOBILE LUt81LITY COMBINED SINGLE LIMIT $ 9CCiAent) ANY AUTO - (Es ALL OWNED AUrOB BODILY INJURY $ SCRGEDULED AUTOS ' (Perpamon) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per ecctdent) PROPERTY DAMAGE S (Per accident) GARAGE LIABRLITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTOONLY: AGG .$ EXCESSIUMBRM"LIABILITY EACH OCCURRENCE S OCCUR CLAIMS MADE AGGREGATE $ S DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC 927-09-03 04/16/2008 04/16/2009 X I wo sTATU oT1+ EMPLOYERC UABILTTY E.L.EACH ACCIDENT $ 500,00( A OFFFFICERRIMMEMBER EX�ED ECLI7IVE E.L.DISEASE-EA EMPLOYEE 500,00C It ee,deactibe under E.L.DISEASE.P0UCY LIMIT.'$ C S00 00 SPECIAL PROVISIONS below OTHER I Y_ �I DGSCRIPTION OF OPERATIONS I LOCATIONS/VEMCLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CC, Y' C01 m CERTIFICATE HOLQER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED PDLRCIES BE CANCELLED BEFORE THE EXPIRATION DATE TNGREOF,THE ISSUING INSURER VM L ENDEAVOR TO MAIL Town of Barnstable 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLM NAMED TO THE LEFT, Division BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABIIM Building Main Street OF ANY IUND UPON THE INSURE ITS AGENTS OR REPRESENTATMES. Hyannis, MA 02601 AUTHORREDREPRESENTATNE j�2L.t.E f& IJ��•� Jeanne Lewis JML ACORD 25(2001108) ©ACORD CORPORATION 1988 PDF created with pdfFactory Pro trial version www.gdffactolv.corn oFtKEE� Town of Barnstable Regulatory Services i s + BARNSTABLE. • . 9 MASS. Thomas F. Geiler, Director 1639.rA�� Building Division Thomas Perry, CBO Building Commissioner 200 Main 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 Dear Mr. Valle: Enclosed are the two checks 3979 & 4444 you submitted for application fees for 2239 Iyannough Road & 2331 Meetinghouse Way. The Housing Assistance Corporation has 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 12/13/2007 THU 13: 56 FAX 508 362 3683 west sarnstdble Fire 2001/003 t WEST BARNSTABLE FIRE DEPARTMENT 2160 Meeting house Way West Barnstable Ma, 02668 I westbarnstfiblefiredcnt(-)vcrizon.net Chief Joseph V. Maruca Fmergency: 911 Business 508-362-3241 Fax: 508-362-3683 FAX TRANSMITTAL COVER SHEET TIIEkE ARE PAGES INCLUDING THIS COVER SHEET DATE: TO: ..GH1215 r-1,4 /.. A/,9LI- ----... . .. ------ FAX NO: FROM: COMMENTS: i I CONFIDENTIALITY 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 l_ or entity named above. Any cupying, disclosure, 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 original 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 sarnbtable Fire 2003/003 FIRE DEPARTMENTS OF THE TOWN OF 13ARNSTABLE Fire Prevention Office-Hinckley Building 200 Main Street, Hyannis, MA 02601 (508) 862-4097 BUILDING CODE COMPLIANCE FORM Plans dated j4_z4 for the property located at Z3 31 .ng2r..� y - also known as ,,�,5 rai/tor r rep have been reviewed by of the ❑ Barnstable ❑ COMM ❑ Cotuit ❑ Hyannis 5f 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.i+YdffiW IwocahM&Water Supply 4. Sprinkler Systems ✓� 5. Sprinkler Control Equipment 6. Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connection t/ ✓ 9. Fire Protective Signaling System 10. F_P.S.S.&Annunciator Location _ t_ 11.Smoke Control/Exhaust 12.Smoke Control Equipment Location 13.Life Safety System Features �l ✓ 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 I VWe believe this document to be complete and compliant for the issuance of a building permit. i I 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. I I I I i Affidavit of Substantial Financial Interest 1, frzepap)a . f2r.sKizal of �aysgA(r AesocrA►JcI& CA09� , on oath depose and state as follows: 1. I am an applicant for a building permit for the property located at Map 155 , Parcel oat The address of the property is 1731 M do-te 2. 1 have 160 % 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 144 C7- , the following individuals or entities have had a 1% or greater legal or equitable 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 IZ I Le I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted 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 ® building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted C7 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received 8 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perju , this -6day of L , 200 . tl (� 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT r Lom6ARD E A Town of Barnstable Regulatory Services 9� �'8` Thomas F.Geiler,Director p�FOrJIP�639. &`0 Building Division Tom Perry, Building Commissioner .v 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, RIe'K 14i Log`� , as Owner of the subject property hereby authorize 11'1 r. VV+LL'JE (r12o V F to act on my behalf, in all matters relative to work authorized by this building permit application for: a33� Nl�6n�t�N�`'sE Kra �Rt� I�°I ) (Address of Job) Signature f er Date R►LK rn r-fgR E� Print Name Q:FORM&OWNERPERMISSION CERTIFICATE OF LIABILITY INSURANCET—DATIE2i2 0' PROL•`*.r—Sk (617)723-0700 FAX (617)723-727S THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Cleary Insurance, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER:THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 133 Portland Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Boston, MA 02114 INSURERS AFFORDING COVERAGE NAIC# wsuRED The Valle Group Inc. INSURERA: Granite State Insurance Co. 70 E. Falmouth Highway, Ste 3 INSURERS: EAst Falmouth, MA 02S36 INSURERC: INSURER D: INSURER E: 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 I TYPE OF INSURANCE POLICY NUMBER POUCY EFFECTIVE POUCY EXPIRATION LIMITS NSRrGENERAL I'ABILRY EACH OCCURRENCE $ D MERCIALGENERALLIABILITY DAMAGETORENTED $ CLAIMS MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY j� MLOC AUTOMOBLE LUUMLr Y COMBINED SINGLE LIMIT ANY AUTO (Ea adent) $ od ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABLITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ S WORKERS COMPENSATION AND WC 874-18-31 04/16/2007 04/16/2008 X WCSTATU OTH- EMPLOYERS'LIASOJTY E.L EACH ACCIDENT $ S001 OO A ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500,00( If yes,describe under EL DISEASE-POLICY LIMIT $ SOO,OO SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CEFTTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POUCIES RE 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 �3eanne UTHORIZED REPRESENTATIVE ;:�1L3, ll_ tice:..a Lewis/]ML ACORD 25(2001108) ©ACORD CORPORATION 1988 PDF created with FinePrint pdfFactory trial version http://www.fineprint.com I ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT Project Number: C-0024-07 Project Name: West Barnstable Communities (Site'B') Project Title: 12 Unit Senior Housing Development for H.A.C. —LLC. 460 W. Main St. Hyannis Project Location: Site'B' (Lombard Farm)2331 Meetinghouse Rd. (Rte. 149) West Barnstable, MA (Map 155 Parcel 002) Scope of Project: Construction of± 13,247 S.F. Wood Frame(Type 5b) Residential Structure 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 all pertinent comments of the site visits and compliance of all pertinent items to the building official. I will sub mit i to the satisfactory completion and the readiness of the project for occu ncy. Oe Architecr Richard P. Fenuccio 7789 to No. +hoar, Subscribed and Swor to, before me his�� 2007 the undersigned notary public, personally appeared provide to me through satisfactory evidence of identification, which is 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.if t `�•2• Zug o _ �-` = Notary Publi Date Notary Commission Expires - Barnstable County MA My Commission Expires 4.2-2010 CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: 1203-22 PROJECT TITLE: West Barnstable Communities—Site `B" PROJECT LOCATION: Route 149—West Barnstable,MA NAME OF BUILDING: Senior Housing Development SCOPE OF PROJECT: 2-Story, wood-frame structure and foundation In accordance with Section 116.0 of the Massachusetts State Building Code, Sixth Edition(MSBC),I, Brian A. Walsh,P.E.,Massachusetts Registration No. 46077 being a registered professional structural engineer,hereby certify that I(myself and/or my representatives)will be present on the construction site on a regular and periodic basis and perform the necessary professional structural engineering services as outlined in MBC 116.2.2, to determine that the STRUCTURAL CONSTRUCTION WORK is, to the best of my knowledge and belief, in accordance with the documents approved for the building permit, for the following portions of construction: 1. Structural components as specified on Allen&Major Associates, Inc. structural drawings numbered SO.1 through S5.3 and dated November 20, 2007. 2. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for building permit, and approval for conformance to the design concept. I furthermore agree to submit periodically, an inspection report together with pertinent comments to the Town of Barnstable building department. Upon satisfactory completion of the work I shall submit a final report certifying to the best of my knowledge and belief that the building structure is completed in general conformance with the referenced construction documents and the structural provisions of the MSBC. Work specifically not included in this Construction Control Affidavit to be provided b others thers shall include testing and inspection of materials in accordance with MBC Section 1705 for the following building components: 1. Geotechnical inspection and testing services (i.e. soil bearing capacity) 2. Materials testing services(i.e. concrete sampling and testing,bolted connections, welds, etc.) BRI A. A. R+ WALSH Signature STRUCTURAL y No.46077 ASS/ONAI Subscribed and sworn to before me this c:-?J ' day of v ✓Yh Y 20 d7. N'y C0i11rilssi0i1 Expires Augcsf,27,2010 NbtAjRY PUBLIC My Commission Expires On 1 , B R BUILDING ENGINEERING RESOURCES. INC. MECHANICAL DESIGNAFFIDAVIT Date: November 20, 2007 Project: Proposed Senior Housing Development West Barnstable Communities-Site `B" Rte. 149 West Barnstable,Massachusetts I, Steven A. Karan,PE,LEWD, 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. .r STEVEN A. KARAN; PE; LEED #34989 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES; INC, a �ZN OFMgssgC' Company 4 �� STEVEN A. yG KARAN m c�� M C ANICAL y 28 MAIN STREET NO, EASTON, MA o 4989 Address q� RS AL (508) 230 - 0260 Telephone Number Engineer Veal&Signature On this date November 20,2007. before me, the undersigned Notary Public,personally appeared the above named Steven A. Karon,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. Before me, V Jur 0 y i sion Exp s, / 28 Main Street,Building 3A North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com BUILDING ENGINEERING RESOURCES. INC. FIRE PROTECTION DESIGN AFFIDA VIT Date: November 20, 2007 Project: Proposed Senior Housing Development West Barnstable Communities-Site `B" Rte. 149 West Barnstable,Massachusetts I, Steven A. Koran,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, �V OF44S Company �� ST VEN A. tiN o RAN L� ANICAL C-A 28 MAIN STREET NO, EASTON, MA 9 .34989 0 Address of NAL (508) 230 - 0260 Telephone Number Engineer Seal&Signature On this date November 20, 200L 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. Before me, y Com ' n Expires, Vv 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER c@i BER-engineering.com B R BUILDING ENGINEERING RESOURCES, INC. PLUMBING DESIGN AFFIDA VIT Date: November 20, 2007 Project: Proposed Senior Housing Development West Barnstable Communities-Site `B" Rte. 149 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 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, `a "OF 6 Company �� STEVEN A. yG o KARAN m{ E AMCAL y 28 MAIN STREET NO. EASTON, MA A 9 N . 4969 O Address 9F sT Fg AL (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. Be ore me, �—� txpires, 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com BER BUILDING ENGINEERING RESOURCES, INC. ELECTRICAL DESIGNAFFIDAVIT Date: November 20, 2007 Project: Proposed Senior Housing Development West Barnstable Communities-Site `B" Rte. 149 West Barnstable,Massachusetts I, 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, ��ycIAOF Company o MARC 28 MAIN STREET NO, EASTON, MA EN N . Address (508) 230 - 0260 AL 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. B fore me, y is Expires, 28 Main Street,Building 3A North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 BER@BER-engineering.com r I .}. ,,' ✓/ze voa�vnzb�uuea� a�,/�;%acfc�.l�a BOARD OF BUILDING REGULATIONS + } License: CONSTRUCTION SUPERVISOR Number: CS f' . .: 092040 � Birthdate;06/24/1976 " Expires`.06/24/2009 Tr.no: 92040 { Restricted 00' CHRISTIAN T VALLE y 415 SHOREWOOD DR` EAST FALMOUTH MA b2536 C /f Commissioner f {4 l 00-35,000 cf enclosed space (MGL CA 12 S.60L) I-Masonry only I-1&2 Family Homes { Failure to possess a current edition of the kk Massachusetts State Building Code is cause for revocation of this license. i i y DIG SAFE CALL CENTER: (888)344-7233 I - � v A H OF P44SS cy 9 STEVEN A. N o RAN m c� M H NICAL _ . _ Fire Protection by Computer Design h 4989 BER 28 MAIN STREET BLDG 3A NORTH EASTON, MA 02356 508-230-0260 Job Name ~West Barnstable Comm_ unities lSite"B" Building Senior Housing Location RTE 149 -West Barnstable, MA. System Contract 07114 Data File Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BER Page 1 West Barnstable Communities - Site"B" Date 11-14-07 HYDRAULIC CALCULATIONS for Project name: West Barnstable Communities Location: RTE 149 -West Barnstable, MA. Drawing no: Senior Housing Date: 11-14-07 i Design Remote area number: Remote area location: 2nd Floor Occupancy classification: Light Hazard Density: .1 - Gpm/SgFt Area of application: -SgFt Coverage per sprinkler: - SgFt Type of sprinklers calculated. No. of sprinklers calculated: In-rack demand: -GPM Hose streams: -GPM Total water required(including hose streams): -GPM @ - Psi Type'of system: Volume of dry or preaction system: -Gal Water supply information Date: Location: Source: Name of contractor: Address: Phone*number: Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route)11 Windham N.H. USA 03087 f i Water Supply Curve (C) BER Page 2 West Barnstable Communities - Site "B" Date 11-14-07 Pump Data: Demand: P1 - Pump Churn Pressure 55 D1 - Elevation 10.394 P2 - Pump Rated Pressure 50 D2 -System Flow 271.468 P2 - Pump Rated Flow 300 D2 -System Pressure 34.864 P3 - Pump Pressure @ Max Flow 32.5 Hose (Adj City ) P3 - Pump Max Flow 450 Hose ( Demand ) D3 -System Demand 271.468 Safety Margin 16.302 150 140 130 P 120 R 110 E 100 S 90 S 80 L1 .70 R 60 P2 E 50 40 D 2P3 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOWN ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N:H. USA 03087 Fittings Used Summary BER Page 3 ., West Barnstable Communities - Site "B" Date 11-14-07 Fitting Legend Abbrev. Name '/2 '/< 1 1'/< 1'/= 2 2'/z 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 10 12 14 18 22 27 35 40 45 50 61 Q Generic Flow Control Vlv 0 0 , 0 0 0 18 0 29 0 35 0 33 ' 0 0 0 0 0 0 0 0 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 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 "B" Date 11-14-07 Node Elevation K-Fact Pt Pn Flow Density Area Press No.___...__ _ _. _ . Actual Actual 1 27.0 5.6 7.36 na 15.19 0.1 100 7.0 2 27.0 5.6 8.28 na 16.12 0.1 100 7.0 3 27.0 5.6 8.36 na 16.19 0.1 100 7.0 4 27.0 5.6 7.42 na 15.25 0.1 100 7.0 5 27.0 5.6 7.0 na 14.82 0.1 100 7.0 6 27.0 5.6 7.54 na 15.37 0.1 100 7.0 7 27.0 5.6 7.77 na 15.61 0.1 100 7.0 8 27.0 5.6 7.02 na 14.84 0.1 100 7.0 9 27.0 5.6 9.17 na 16.95 0.1 100 7.0 i 10 27.0 5.6 10.31 na 17.98 0.1 100 7.0 11 27.0 5.6 10.39 na 18.05 0.1 100 7.0 12 27.0 5.6 9.24 na 17.03 0.1 100 7.0 .13 27.0 5.6 11.41 na 18.92 0.1 100 7.0 14 27.0 5.6 12.8 na 20.04 0.1 100 7.0 15 27.0 5.6 12.91 na 20.12 0.1 100 7.0 16 27.0 5.6 11.5 na 18.99 0.1 100 7.0 100 28.0 7.0 na 101 28.0 7.94 na 102 28.0 8.88 na 103 28.0 8.01 na 105 28.0 6.64 na 107 28.0. 7.46 na 108 28.0 9.69 na 109 28.0 7.71 na 112 28.0 8.83 na 113 28.0 9.98 na 114 28.0 11.04 na 115 28.0 10.07 na 122 28.0 11.09 na 123 28.0 12.5 na 124 28.0 13.91, na 125 28.0 12.61 na 127 28.0 15.48' na 128 28.0 16.35 na 129 28.0 17.34 na 130 28.0 21.52 na 131 18.0 26.24 na 132 18.0 26.98 na 133 9.0 31.27 na TEST 3.0 34.86 na The maximum velocity is 11.38 and it occurs in the pipe between nodes 114 and 124 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i Final,Calculations - Hazen-Williams BIER Page 5 West Barnstable Communities -Site "B" 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 15.19 1.049 0.0 1.000 7.356 K Factor= 5.60 to 120 0.0 0.0 -0.433 100 15.19 0.0780 0.0 1.000 0.078 Vel = 5.64 0.0 15.19 7.001 K Factor= 5.74 2 16.12 1.049 0.0 1.000 8.285 K Factor= 5.60 to 120 0.0 0.0 -0.433 101 16.12 0.0870 0.0 1.000 0.087 Vel = 5.98 0.0 16.12 7.939 K Factor= 5.72 ' 3 16.19 1.049 0.0 1.000 8.356 K Factor = 5.60. to 120 0.0 0.0 -0.433 103 16.19 0.0880 0.0 1.000 0.088 Vel = 6.01 0.0 16.19 8.011 K Factor= 5.72 4 15.25 1.049 0.0 1.000 7.419 K Factor= 5.60 to 120 0.0 0.0 11.694 104 15.25 0.0790 0.0 1.000 0.079 Vel = 5.66 0.0 15.25 19.192 K Factor= 3.48 5 14.82 1.049 0.0 1.000 7.000 K Factor = 5.60 to 120 0.0 0.0 -0.433 105 14.82 0.0750 0.0 1.000 0.075 Vel = 5.50 0.0 14.82 6.642 K Factor = 5.75 6 15.37 1.049 1 E 2.0 2.500 7.537 K Factor = 5.60 to 120 0.0 2.000 -0.433 107 15.37 0.0798 0.0 4.500 0.359 Vel = 5.71 0.0 _15.37 _ _ _ 7.463 _ _ K Factor= 5.63_ _ 7 15.61 1.049 1 E 2:0 2.500 7.773 K Factor = 5.60 to 120 0.0 2.000 -0.433 109 15.61 0.0824 0.0 4.500 0.371 Vel = 5.79 0.0 15.61 7.711 K Factor = 5:62 8 14.84 1.049 0.0 1.000 7.020 K Factor = 5.60 to 120 0.0 0.0 11.694 111 14.84 0.0750 0.0 1.000 0.075 Vel = 5.51 0.0 14.84 18.789 K Factor = 3.42 9 16.95 1.049 0.0 1.000 9.166 K Factor = 5.60 to 120 0.0 0.0 -0.433 112 16.95 0.0950 0.0 1.000 0.095 Vel = 6.29 0.0 16.95 8.828 K Factor = 5.70 10 17.98 1.049 0.0 1.000. 10.305 K Factor = 5.60 to 120 0.0 0.0 -0.433 113 17.98 0.1070 0.0 1.000 0.107 Vel = 6.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams BER Page 6 West Barnstable Communities -Site"B" 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 0.0 17.98 9.979 K Factor= 5.69 11 18.05 1.049 0.0 1.000 10.393 K Factor= 5.60 to 120 0.0 0.0 -0.433 115 18.05 0.1070 0.0 1.000 0.107 Vel = 6.70 0.0 18.05 10.067 K Factor= 5.69 12 17.03 1.049 0.0 1.000 9.244 K Factor= 5.60 to 120 0.0 0.0 11.694 116 17.03 0.0970 0.0 1.000 0.097 Vel = 6.32 0.0 21.035 _ _ _K Factor= 3.71 _ 13 18.92. 1.049 0.0 1.000 11.409 K Factor= 5.60 - to 120 0.0 0.0 -0.433 122 18.92 0.1170 0.0 1.000 0.117 Vel =. 7.02 0.0 18.92. _ _ 11.093_ __ K Factor= 5.68 14 20.04 1.049 0.0 1.000 12.804 K Factor= 5.60 - to 120 0.0 0.0 -0.433 123 20.04 0.1310 0.0 1.000 0.131 Vel = 7.44 0.0 20.04 _ _ __ _ 12.502 K Factor= 5.67 15 20.12 1.049 0.0 1.000 12.911 K Factor= 5.60. to 120 0.0 0.0 -0.433 125 20.12 0.1310 0.0. 1.000 0.131 Vel = 7.47 0.0 12.609 K Factor= 5.67 16 18.99 1.049 0.0 1.000 11.504 K Factor= 5.60 to 120 0.0 0.0 11.694 126 18.99 0.1180 0.0 1.000 0.118 Vel = 7.05 0.0 18.99 23.316 K Factor= 3.93 100 15.19 1.049 1 E 2.0 10.000 7.001 to 120 0.0 2.000 0.0 101 15.19 0.0782 _ _ 0.0 12.000 0.938 Vel = 5.64 101 16.12 1.38--------- 1T 6.0--- ---6.000 7.939 ------------------------ ------ ----- to 120 0.0 6.000 0.0 102 31.31 0.0784 0.0 12.000 0.941 Vel = 6.72 102 -62.75 1.38 1 T 6.0 5.000 8.880 to 120 0.0 6.000 0.0 103 -31.44 -0.0790, 0.0 11.000 -0.869 Vel = 6.74 103 16.19 1.049 1E -2.0 _ 10.000 -----8.011---__------_- -------------_ ------.-_ ---_- to 120 0.0 2.000 12.127 104 -15.25 -0.0788 0.0 12.000 -0.946 Vel = 5.66 0.0 -15.25 19.192 K Factor= -3.48 105 14.82 1.049 1 E 2.0 9.000 6.642 to 120 0.0 2.000 0.0 107 14.82 0.0746 0.0 11.000 0.821 Vel = 5.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 7- West Barristable Communities -Site "B" Date 11-14-07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C.. or Ftng's Pe Pv Notes 0.0 to 120 0 ' 2.000 0.0 113 18.05 0�OQ5y 20 113 17.98 1.38 1T 6.0 5.000 9.079 to 120 0.0 8.000 0.0 114 U�O 11�808 1�U5G Vo| = 7�0 '_ � 114 -70.01 1.38 1T 8.0 4.000 11.035 � to 120 0.0 6.000 0.0 115 '35.08 'O�U968 0.0 10.000 '0.068 Vo = ��G2 115 18.05 1.040 1E 2.0 10.000 10.067 to 120 0.0 2.000 12127 116 '17�O3 '8.0968 0.0 12.000 415Q ` = 8.32 -`----'` - -----------------` 0.0 '17O3 21.035 KFaobor- '371 122 18.92 1.049 1E 2.0 18.000 11.093 to 120 0.0 2.080 0.0 123 18.92 01174 0.0 12.000 1.409 Vol = 7.02 123 20.03 1.38 1T 6.0 0.000 12.502 to. 120 0.0 8.000 0.0 124 38.95 01174 O�0 12�OU0 1�408 Va = 9�35 ---__-_--___ 124 ��.07 1.38 1T 6.0 5.000 13.911 to 120 0.0 0.000 0.0 125 -3012 '01184 � 0.0 11.000 4.302 Vo = 8.39 125 2013 1.049 1E 2.0 10.000 12.609 to 120 ' 0.0 2.000 12127 126 '18.Sg '01183 0�0 12�O00 4.42O Ve = 7.05 '---- - ---------------'---' -- ---------- O.O '18� � 8 '' 23�310 KFac� = '3.93 ---_'---^ ' _ 1O2 62.75 2.007 1T 10.0 10.600 8.880 to 120- 0.0 10.000 0.0 _118 _ _ 62.75 O 0.0 20.500 � � _ O�13 Va�` 6�U 108 60.64 2.480 ` 1T 12.0 11.000 9 .603 to 120 0.0 12.000 0.0 114 123,39 0.0583 _0.0 23.000 1- Ve _ 8.27___________ 114 70.01 2.635 1T 16.474 13.000 11.035 to 120 0.0 10.474 0.0 124 193.4 0.0978 0.0 29.474 2.876 Vo| = 11.38 Computer Programs byHydr'atecInc. Route111 Windham N8 USA O3O87 Final Calculations - Hazen-Williams I ' BER Page 8 West Barnstable Communities -Site "B" 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 124 78.07 3.26 1 T 20.159 4.000 13.911 to 120 0.0 20.159 0.0 _127 271.47 0.0648 __0.0 24.159 _ 1.566 Vel = 10.43 127 0.0----- 3.26- -_ 1 E 9.408 - 4.000 15.477 ---------------- --_-------i--- to 120 0.0 9.408 0.0 128 271.47 0.0648 0.0 13.408 0.869 Vel = 10.43 128 0.0 3.26 1 E 9.408 6.000 16.346 to 120 0.0 9.408 0.0 129 271.47 0.0648 0.0 .15.408 0.999 Vel = 10.43 129 0.0 3.26 1 E 9.408 16.000 17.345 to 120 1 Q 38.975 48.383 0.0 130 27_1.4_7____ 0.0648 _ _0.0 64.383 4.173 _ _Vel = 10.43__ 130 0.0 4.26 1 E 13.167 9.000 21.518 to 120 0.0 13.167 4.331 131_ 271.47 __0.0176 0.0_ 22.167 0.390 _ Vel = 6.11 _ 131 0.0 4.26 - 2E 26.334 16.000 26.239 to 120 0.0 26.334 0.0 132 271.47 0.0176 0.0 42.334 0.746 _ _ Vel = 6.11 132 0.0 4.26 1 E 13.167 9.000 26.985 to 120 0.0 13.167 3.898 133 271.47 0.0176 _ 0.0 22.167 0.390 _ Vel = 6.11 133 0.0 4.26 2E 26.334 30.000 31.273 to 120 0.0 26.334 2.599 TEST 271.47 0.0176 0.0 56.334 0.992 Vel = 6.11 0.0 271.47 34.864 K Factor= 45.98 i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Protection by Computer Design t' I"OFhfq��c� STEVEN A. v o RAN m, EC ANfCAL No 34989 BER A9'�F iorvaL 28 MAIN STREET BLDG 3A NORTH EASTON, MA 02356 508-230-0260 1 . Job Name West Barnstable Communities - Site "B" Building Senior Housing Location RTE 149.-West Barnstable, MA. System Contract 07114 Data File Computer Programs by Hydratec Inc. Route 111. Windham N.H. USA 03087 BER' Page 1 West Barnstable Communities - Site"B" Date 11-14-07 HYDRAULIC CALCULATIONS for Project name: West Barnstable Communities Location: RTE 149 -West Barnstable, MA. Drawing no: Senior Housing Date: 11-14-07 Design Remote area number: Remote area location: 2nd Floor Occupancy classification: Light Hazard Density: .1 -Gpm/SgFt Area of application: - SgFt Coverage per sprinkler: - SgFt Type of sprinklers calculated. No. of sprinklers calculated: In-rack demand: -GPM Hose streams: -GPM 3 Total water required(including hose streams): - GPM @ - Psi Type of system: Volume of dry or preaction system: -Gal Water supply information Date: Location: Source: Name of contractor: Address: Phone number: Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) BER Page 2 West Barnstable Communities - Site "B" Date 11-14-07 Pump Data: Demand: P1 - Pump Churn Pressure 55 D1 - Elevation 10.394 P2 - Pump Rated Pressure 50 D2 - System Flow 271.468 P2 - Pump Rated Flow 300 D2 - System.Pressure 34.864 P3 - Pump Pressure @ Max Flow 32.5 Hose (Adj City ) P3 - Pump Max Flow 450 Hose ( Demand ) D3 - System Demand 271.468 Safety Margin 16.302 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 Pi P2 E 50 40 P3 30 20 10 D1 50 100 150 200 250 300 350 400 450 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 "B" Date 11-14-07 Fitting Legend Abbrev. Name 1/2 1'/< 1'/2 2 . 2'/2 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 10 12 14 18 22 27 35 40 45 50 61 Q Generic Flow Control Vlv 0 0 0 0 0 18 0 29 0 35 0 33 0 0 0 0 0 0 0 0 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 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 "B" Date 11-14-07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual _ Actual Req. 1 27.0 5.6 7.36 na 15.19 0.1 100 7.0 2 27.0 5.6 8.28 na 16.12 0.1 100 7.0 3 27.0 5.6 8.36 na 16.19 0.1 100 7.0 4 27.0 5.6 7.42 na 15.25 0.1 100 7.0 5 27.0 5.6 7.0 na 14.82 0.1 100 7.0 6 27.0 5.6 7.54 na 15.37 0.1 100 7.0 7 27.0 5.6 7.77 na 15.61 0.1 100 7.0 8 27.0 5.6 7.02 na 14.84 0.1 100 7.0 9 27.0 5.6 9.17 . na 16.95 0.1 100 7.0 10 27.0 5.6 10.31 na 17.98 0.1 100 7.0 11 27.0 5.6 10.39 na 18.05 0.1 100 7.0 12 27.0 5.6 9.24 na 17.03 0.1 100 7.0 13 27.0 5.6 11.41 na. 18.92 0.1 100 7.0 14 27.0 5.6 12.8 na 20.04 0.1 100 7.0 15 27.0 5.6 12.91 na 20.12 0.1 100 7.0 16 27.0 5.6 11.5 na 18.99 0.1 100 7.0 100 28.0 7.0 na 101 28.0 7.94 na 102 28.0 8.88 na 103 28.0 8.01 na 105 28.0 6.64 na 107 28.0 7.46 na 108 28.0 9.69 na 109 28.0 7.71 na 112 28.0 8.83 na 113 28.0 9.98 na 114 28.0 11.04 na .115 28.0 10.07 na 122 28.0 11.09 na 123 28.0 12.5 na 124 28.0 13.91 na 125 28.0 12.61 na 1.27 28.0 15.48 na 128 28.0 16.35 na 129 28.0 17.34 na 130 28.0 21.52 na 131 18.0 26.24 na 132 18.0 26.98 na 133 9.0 31.27 na TEST 3.0 34.86 na The maximum velocity is 11.38 and it occurs in the pipe between nodes 114 and 124 Computer Programs by'Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams BER Page 5 West Barnstable Communities - Site "B" 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 15.19 1.049 0.0 1.000 7.356 K Factor = 5.60 to 120 0.0 0.0 -0.433 100 15.19 0.0780 0.0 1.000 0.078 Vel = 5.64 0.0 15.19 7.001 K Factor= 5.74 2 16.12 1.049 0.0 1.000 8.285 K Factor= 5.60 to 120 0.0 0.0 -0.433 101 16.12 0.0870 0.0 1.000 0.087 Vel = 5.98 0.0 16.12 7.939 K Factor= 5.72 3 16.19 1.049 0.0 1.000 8.356 K Factor = 5.60 to. 120 0.0 0.0 -0.433 103 16.19 0.0880 0.0 1.000 0.088 Vel = 6.01 0.0 16.19 _ _ _ 8.011 _ K Factor = 5.72_ _ 4 15.25 1.049 0.0 1.000 7.419 K Factor = 5.60 to 120 0.0 0.0 11.694 104 15.25 0.0790 0.0 1.000 0.079 Vel = 5.66 0.0 _ 15.25 __ _ 19.192_ _ K Factor= 3.48___ 5 14.82 1.049 0.0 1.000 7.000 - - K Factor= 5.60 to 120 0.0 0.0 -0.433 105 14.82 0.0750 0.0 1.000 0.075 Vel = 5.50 0.0 14.82 _ _ 6.642_ _ K Factor = 5.75 6 15.37 1.049 1 E 2.0 2.500 7.537 K Factor= 5.60 to 120 0.0 2.000 -0.433 107 15.37 0.0798 0.0 4.500 0.359 Vel 5.71 0.0 15.37 _ 7.463__ _ K Factor = 5.63_ 7 15.61 1.049 1 E 2:0 2.500 7.773 K Factor = 5.60 to 120 0.0 2.000 -0.433 109 15.61 0.0824 0.0 4.500 0.371. Vel = 5.79 0.0 15.61 7.711 K Factor = 5.62 8 14.84 1.049 0.0 1.000 7.020 K Factor = 5.60 to 120 0.0 0.0 11.694 111 14.84 0.0750 0.0 1.000 0.075 Vel = 5.51 0.0 14.84 18.789 K Factor = 3.42 9 16.95 1.049 0.0 1.000 9.166 K.Factor = 5.60 to 120 0.0 0.0 -0.433 112 16.95 0.0950 0.0. 1.000 0.095 Vel = 6.29 0.0 16.95 8.828 K Factor = 5.70 10 17.98 1.049 0.0 1.000 10.305 K Factor= 5.60 to 120 0.0 0.0 -0.433 11.3 17.98 0.1070 0.0 1.000. 0.107 Vel = 6.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams BIER Page 6 West Barnstable Communities - Site "B" 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 .............. --- -- ------ -- - - 0.0 17.98 9.979 K Factor= 5.69 11 18.05 1.049 0.0 1.000 10.393 K Factor= 5.60 to 120 0.0 0.0 -0.433 115 18.05 0.1070 0.0 1.000 0.107 Vel = 6.70 0.0 18.05 10.067 K Factor= 5.69 12 17.03 1.049 0.0 1.000 9.244 K Factor= 5.60 to 120 0.0 0.0 11.694 116 17.03 0.0970 0.0 1.000 0.097 Vel = 6.32 0.0 __ 21.035 K Factor= 3.71 _ 13 18.92 1.049 0.0 1.000 11.409 K Factor= 5.60 to .120 0.0 0.0 -0.433 122 18.92 0.1170 0.0 1.000 0.117 Vel = 7.02 0.0 18.92 _ _ 11.093 _K Factor= 5.68 14 20.04 1.049 0.0 1.000 12.804 K Factor= 5.60 to 120 0.0 0.0 -0.433 123 20.04 0.1310 0.0 1.000 0.131 Vel = 7.44 0.0 20.04 __ _ 12.502 _ K Factor= 5.67 15 20.12 1.049 0.0 1.000 12.911 K Factor= 5.60 to 120 0.0 0.0 -0.433 125 20.12 0.1310 0.0 1.000 0.131 Vel = 7.47 0.0 12.609 K Factor= 5.67 _ 16 18.99 1.049 0.0 1.000 11.504 K Factor= 5.60 to 120 0.0 0.0 11.694 126 18.99 0.1180 0.0 1.000 0.118 Vel = 7.05 0.0 _ 18.99 23.316 _ _ K Factor= 3.93 100 15.19 1.049 - 1 E 2.0 10.000 7.001 to 120 0.0 2.000 0.0 101 15.19 0.0782 0.0 12.000 0.938 Vel = 5.64 101 16.12 1.38 1 T 6.0 6.000 --- 7.939 -------------- ------_.--_---- to 120 0.0 6_000 0.0 102 31.31 0.0784 0.0 12.000 0.941 Vel = 6.72 102 -62.75 1.38 1 T 6.0 5.000 8.880 to 120 0.0 6.000 0.0 103 31.44 -0.0790 __ 0.0 _ 11.000 ___-0.869_ __ Vel = 6.74 103 16.19 . 1.049 1 E 2.0 10.000 8.011 - to 120 0.0 2.000 12.127 104 -15.25 -0.0788 0.0 12.000 -0.946 Vel = 5.66 0.0 -15.25 19.192 K Factor= -3.48 105 14.82 1.049 1 E 2.0 9.000 6.642 to 120 0.0 2.000 0.0 107 14.82 0.0746 0.0 11.000 0.821 Vel = 5.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams BER Page 7 West Barnstable Communities - Site "B" 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 107 15.37 1.049 1 T 5.0 3.000 7.463 to 120 0.0 5.000 0.0 108 30.19 0.2788 0.0 8.000 2.230 Vel = 11.21 108 -60.64 1.049 1 T 5.0 2.000 9.693 to 120 0.0 5.000 0.0 109 -30.45 -0.2831 0.0 7.000 -1.982 Vel = 11.30 109 15.61 1.049 1 T 5.0 9.000 7.711 to 120 0.0 5.000 12.127 111 -14.84 4.0749 0.0 14.000 -1.049 Vel = 5.51 0.0 -14.84 18.789 K Factor= -3.42 112 16.95 1.049 1 E 2.0 10.000 8.828 to 120 0.0 2.000 0.0 113 16.95 0.0959 0.0 12.000 1.151 Vel = 6.29 113 17.98 1.38 1 T 6.0 5.000 9.979 to 120 0.0 6.000 0.0 114 34.93 _0.0960 _ _ _0.0_ 11.000 1.056_ Vel = 7.49 114 - -70.01 1.38 IT - 6.0 4.000 11.035 to 120 0.0 6.000 0.0 115 -35.08 _-0.0968 0.0 10.000 _ -0.968_ Vel = 7.52 115 18.05 1.049 1 E 2.0 10.000 10.067 to 120 0.0 2.000 12.127 116 -17.03 -0.0966 0.0 12.000 -1.159 Vel = 6.32 -17.03 21.035 K Factor= -3.71 122 18.92 1.049 1 E 2.0 10.000 11.093 to 120 0.0 2.000 0.0 123 18.92 0.1174 0.0 12.000 1.409 Vel = 7.02 123 20.03 1.38 IT 6.0 6.000 12.502 to 120 -0.0 6.000 0.0 124 38.95 0.1174 0.0 12.000 1.409 Vel = 8.35 124 -78.07 1.38 IT 6.0 5.000 13.911 to 120 0.0 6.'000 0.0 125 -39.12 -0.1184 0.0 11.000 -1.302 Vel = 8.39 -. 125 20.13--1.049 -_------ 1 E 2.0 10.000 --12.609 ---- -_---- to 120 0.0 2.000 12.127 126 -18.99 -0.1183 0.0 12.000 -1.420 Vel = 7.05 0.0 - 48.99 23.316 K Factor= -3.93 102 62.75 2.067 1 T 10.0 10.500 8.880 to 120 0.0 10.000 0.0 108 62.75 0.0397 0.0 20.500 0.813 Vel = 6.00 108 60.64 2.469 1 T 12.0 11.000 9.693 to 120 0.0 12.000 0.0 114 123.39 0.0583 0.0 23.000 1.342- Vel = 8.27 114 70.01 2.635 IT 16.474 13.000 11.035 to 120 0.0 16.474 0.0 124 193.4 0.0976 0.0 29.474 2.876 Vel = 11.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finpl.C.alculations - Hazen-Williams BER Page 8 West Barnstable Communities- Site"B" 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 124 78.07 3.26 1 T 20.159 4.000 13.911 to 120 0.0 20.159 0.0 127 271.47 0.0648 0.0 24.159 1.566 Vel = 10.43 127. 0.0 3.26 1 E 9.408 4.000 15.477 to 120 0.0 9.408 0.0 128 271.47 0.0648 0.0 13.408 0.869 Vel = 10.43 128 0.0 3.26 1 E 9.408 6.000 16.346 to 120 0.0 9.408 0.0 129 271.47 0.0648 0.0 15.408 0.999 Vel = 10.43 129 . 0.0 3.26 1 E 9.408 16.000 17.345 to 120 1 Q 38.975 48.383 0.0 130 27_1.47____._0.0648 _____0.0 _ 64.383 4.173 _ Vel = 10.43__ __ 130 0.0 4.26 1 E 13.167 9.000 21.518 to 120 0.0 13.167 4.331 131 271.47 0.0176 _ _0.0 22.167 0.390 _ Vel = 6.11 131 0.0 4.26 2E 26.334 16.000 26.239 to 120 0.0 26.334 0.0 132 271.47 0.0176 0.0 42.334 0.746 _ Vel = 6.11 _ 132 0.0 4.26 - 1 E 13.167 9.000 26.985 to 120 0.0 13.167 3.898 133 271.47 0.0176 0.0_ 22.167 0.390 Vel = 6A 1 133 0.0 4.26 2E 26.334 30.000 31.273 to 120 0.0 26.334 2.599 TEST 271.47 0.0176 0.0 56.334 0.992 Vel = 6.11 0.0 271.47 34.864 K Factor= 45.98 i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 COMcheck Software Version 3.5.1 Envelope Compliance Certificate Massachusetts Commercial Code Report Date: 11/27/07 Data filename:T:\COMMERCIAL\West Barnstable Communities(HAC)\Admin\Miscellaneous\WBC Site B LombardFarm.cck Section 1: Project Information Project Title:West Barnstable Communities-Site B Construction Site: Owner/Agent: Designer/Contractor: 12 Unit Senior Housing Development Housing Assistance Corp. Brown Lindquist Fenuccio&Raber 2331 Meeting House Way 460 West Main Street Architects W.Barnstable,MA 02668 Hyannis,MA 02601 203 Willow Street (508)778-7535 Yarmouthport,MA 02675 (508)362-8382 Section 2: General Information Building Location(for weather data): 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 Pct.: 19% Building Type Floor Area Multifamily-(heating and cooling) 13337 Section 3: Requirements Checklist Envelope PASSES:Design 34%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/rruss 9327 30.0 0.0 0.035 0.059 Exterior Wall 1:Wood Frame,Any Spacing 9197 19.0 0.0 0.068 0.089 Window 1:Wood Frame:Double Pane with Low-E,Clear,SHGC 1641 — — 0.350 0.592 0.03 . Door 1:Solid 21 — — 0.150 0.140 Door 2:Glass,Clear,SHGC 0.26 84 — — 0.320 0.592 Door 3:Air Lock Entry 63 — — 0.320 0.140 Floor 1:All-Wood Joist/Truss 9327 19.0 0.0 0.049 0.054 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. 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. Section 4: Compliance Statement Project Title:West Barnstable Communities-Site B Report date: 11/27/07 Data filename:T:\COMMERCIAL\West Barnstable Communities(HAC)\Admin\Miscellaneous\WBC Site B LombardFann.cck Page 1 of 4 ' 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 3.5.1 and to compl ith the man t equirement the Requirements Checklist. Aomv Name-Title i nature Date Project Title:West Barnstable Communities-Site B Report date: 11/27/07 Data filename:T:\COMMERCIAL\West Barnstable Communities(HAC)\Hdmin\Miscellaneous\WBC Site B LombardFarm.cck Page 2 of 4 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 UV www.mass.gov/dia Workers'Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Narne(Business/Organization/Individual): \/►4 L L C 6_,<0 V f I i hi L Address: . 1.0 r FAQ r.a V M H w j ; s v 1 rc 3 City/State/Zip: E. F✓+r r,e,,rk , M 4 a 2 S3(o Phone.#: 568-S'4 a- i g 50 Are you an employer? Check the appropriate box: Type of project(required):. 1.� I am a employer with o�2 4. KI am a general contractor and I �0< New constructionemployees(full and/or part-time).* Dave hired the sub-contractors2.ElI am a'sole proprietor or partner- listed on the-attached sheet. Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for me in any capacity.ca aci employees and have workers' $. 9. ❑Building addition [No workers' comp.insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3.❑ I am a homeowner doing all work ❑ . g eP myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.)t c. 152, §1(4),and we have no employees. [No workers' . 13.❑ Other comp.insurance required.] . *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. zContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must providt:their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: G AA).a i Tr, S n4� . 1 W S• 1 Policy#or Self-ins.Lic.#: W L � I�- 1 Expiration Date: d 1 Imo$ Job Site Address: °l 3 3] 1`'t f�n��'1�or�E �D. City/State/Zip: W- VV;4a Fhg L& rvtaq- 02.11 ° 1 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the!)IA for insurance coverage verification. I do hereby certify:enderVepins•a dp a 'esof erju that the information provided above is true and correct Sienature: Date: i I 2 do Phone#: S o$- 548 14 50 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: r Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as`'an individual,partnership,association,corporation or other legal entity,or any two.or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee-of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the' dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,M(jL chapter 152, §25g7)states'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the.performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented*to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-conti actor(s)name(s),address(es)and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies'(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.. Also be sure to sign and date the affidavit. 'The affidavit should be returned to the city or town that the application for the-permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fin in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all-locations in (city-or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations i 600 Washington Street Boston,MA 02111 Tel. #617-727-4904 ext 4.06 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 wvtFvt.mass.govldia fCORDd CERTIFICATE OF LIABILITY INSURANCE i;20/2007 PRODUCER (781) 648-5520 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Tarantino Insurance Agency, I=. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1090 Massachusetts Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Arlington MA 02476- INSURERS AFFORDING COVERAGE NAIC 0 INSURED ,NSURERA:Essex Insurance Company The Valle Group, Inc. INSURERB: 70 S Falmouth Highway aNSUREtC: Suite 3 09RAWRo: Bast Falmouth MA 02536- INSIlRE2E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Di pOLICYEFFECTIVE POUCYEXPIRATION Lnum SR TR I TYPE OF INSURANCE POLICY NUMBI R DATE DATE 01M®d m. A GENERAL LIABILITY 3c87332 07/28/2007 07/28/2008 EACMOCCU E $ 11000,000 �0,000 X COMMERCIAL GENERAL LIABILITY PREYLSFS Ea oocu noe CLAIMS MADE FX-]OCCUR / / MED EXP M one $ PERSONAL SADVINJURY $ 1.000,000 GENERAL AGGREGATE S 21000,000 GENTAGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOPAGG S 2,000,000 POLICY pJECT LOC Rolm AUTOMOBILE LIABRM / / / / COM 4SINGLE LIMIT(roa b ANY AUTO ALL OWNED AUTOS / / / / pe INJURY (Per s . (per e>� SCHEDULED AUTOS HIRED AUTOS / / BODILY INJURY S (Per aodderm NON-0WNEDALJTOS PROPERTY DAMAGE s (Per acoderd) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT s ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG s EXCESSIUMBREL A UABRJTY EACH OCCURRENCE s OCCUR El CLAM MADE AGGREGATE S s DEDUCTIBLE s RETENTION S T}� WORKERS COMPENSATION AND / / / / TO LIMBS 0 EMPLOYERS'LIABILITY E.L.EACH ACCIDENT S ANY PROPRIETORIPARTNLVE OFFICERIMEMBEREXCLUDED? ! / / / EL DISEASE-EA EMPLOYEE S II Tm descdm uder El DISEASE-POLICY LIMB s SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIE=LUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CANCELLATION CERTIFICATE HOLDER 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,BUT Town of Barnstable FAILURE TD DO SO SMALL IMPOSE NO OBLIGATION OR UABILTTY OF ANY KIND UPON THE 200 Main Street N anais MA 02601- ACORD Z5(2001108) 0 ACORD CORPORATION 1988 INS025 poaps ELECTRONIC LASER FORMS,INC.-(soo)sz»sas page i IMPORTANT if the certificate holder is an ADDITIONAL INSURED, the policy(es) 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, submit 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 alter the coverage afforded by the policies listed thereon. i I ' ACORD 25(2001108) INS025(owes)-s Page 2 of 2 L e The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): CAPE COD ALARM CO., INC. Address: 204 OLD TOWNHOUSE ROAD t ' City/State/Zip:WEST YARMOUTH, MA 02673 phone #: (508) 398-6316 Are you an employer? Check the appropriate box: Type of project(required): 1.0 1 am a employer with 30 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.+ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.(� Other f e pt X44- ,v\ com insurance required.] IJeT e�or w° e S YIn 9pn, )PO p q l W ee `r I Lu T *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Associated Employers Ins., Co. Policy#or Self-ins.rrLic. #: WCC-500-5006433-2017A Expiration Date: September 1, 2018 Job Site Address: 2?�V JAenn-,V1p RO LA S C W ay City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify der th pains nd penalties of perjury that the information provided above is true and correct �v. Signature: Date: Phone#: 0 58 -29 2 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: c s COMfin.ONWEALTH OF:MA�.51C9lJ'��TT.S h Commonwealth of Massachusetts "' ® ® e • ^ a ® Department of Public Safety License: SSCO-000248 ELE0TRfCIANS, f> i Systems -S-License Security ' y ty Y SSUES THE FOLLOWING LICE:�!SEAS 4 ?;? R-EGISTERED SYSTEM-;C.0.l1ITRA.C-OR- GENE CORNIER _ 5 � GENE A CORNIER Employer:. :, . '£RPE COD.:ALARN-'CO INC d. CAPE COD ALARM' 204 OLDTSNN HOUSE RQ. , iz .WEST:,YARMOUTH, IIIIA-A207 -1531: l� "� ° ... Expiration: - V9592 3112019r 123442 Commissioner. 11107/20 8 ... ...... O�AI1H.06VWEALTFi ®F MAS ACHUS TFS <>><; B.O-RWOF EI~ECTRICIANS: ISSUES THE FOLLOWING< fCENSE W;. EG`t5 FERED SYSTEII:<TCMNIC;IAN 5F-N:EA CORNIER".. -0 MARGATE.—td<: BOUT'`'p'EN"fS MA :Q26...6.Q:2667 '' ;'�`s!' W H... E�`.i '.. i LU 1507 ff >s 07/31120.19,:«n, 212805 CERTRCATE OF UABUTY WSUI RANCE F DATE(MM/DD/YYYY) . 8/30/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Rogers&Gray Ins.-Dennis Branch NAME: 434 Rte 134 PHONE 508-398-7980 F^X 877-816-2156 South Dennis MA 02660 EMAIL mail@rogersgray.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Allied World Surplus Lines Insurance Com an 24319 INSURED CAPECOD-54 INSURERB:Arbella Indemnity Insurance Com an Inc. 10017 Cape Cod Alarm Co., Inc.204 Old Townhouse Road INSURER c:Associated Employers Insurance Com an 11104 West Yarmouth MA 02673 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 1330374015 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I A POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INS. . POLICY NUMBER MMIDD/YYYY MMIDD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y 5200178001 9/1/2017 9/1/2018 EACH OCCURRENCE $1,000.000 CLAIMS-MADE .00CUR DAMAGE TO RENTED PREMISES Ea occurrence $100,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $5,000,000 PRO- OTHER: POLICY_PET LOC PRODUCTS-COMP/OP AGG $5,000,000 $ SCHEDULED B AUTOMOBILE LIABILITY Y Y 1020005044 9/1/2017 9/1/2018 M I IN L ANY AUTO Ea accident $1,0o0,000 OWNED BODILY INJURY(Per person) $ X AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNEDPROPERTY DAMAGE H AUTOS ONLY X AUTOSSONLYLY Per accident $ $ A UMBRELLA LIAR X OCCUR Y Y 5201058601 9/1/2017 9/1/2018 EACH OCCURRENCE $3,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $3,000,000 DED I X I RETENTIONS C WORKERS COMPENSATION N WCC50050064332017A 9/1/2017 9/1/2018PER AMPLOYERS'LIABILITY Y/N X STATUTE OER" AND EMPL ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.FI�CHACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatorybe under E.L.DISEASE-EA EMPLOYE $1,000,000 If yes,describe DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) Certificate holder is provided additional insured status for ongoing and completed operations, primary/non-contributory including waiver of subrogation with respect to general liability when required in a written contract or agreement. Certificate holder is provided additional insured status with respect to auto liability when required in a written contract or agreement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis MA 02601 AUTLQBIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD i i I a G3 z2 V Al . ystems Contr¢ctoreIacense#1ic L� Capae Cod A� rmi S ,` � �; �11C'.. Ayemployeesbondedarrd`ulsured r s ;204 Old +owma ae Road 'PI'OtE'.Ct S /Ste111 ' y, °West Yarmouth, MA,02673 Proposai� - r . { .. ., www capecodalarm tom :� :- n•. .. , `� =Telgphone 1(800)`468 8300 Fax 1(508)398 5666 �� _ r .'< U�t +' F C 1111 IIeDt hf08t1Ot1 's ' l _.:T.:..- %••.:.. ..... ................ :...�__...,.,...,.,.� .,.. t: L.:..._-,:.AF-f� Wtl.115 .........,.. WEST BARNSTABLE COMMUNIl1E5� :-` ---....:. ___,. • � ., _,..,,.. �. _....r... .._... .:, LOMBARD FARMS ;; Pi,'60 Abin er 4. 9318* '2321 MEETINGHOUSE�1rNAY �� '�' WEST BARNSTABLE, MA 02668j l 4 +',j ,Phone it(508)362 2386; xExt` Account'Rep S007 Bi114Fallon • janelf(alrn m %aernent.com:.mfltiaeFaldCa� :. ";.. INSTAIlATION�SERVICE AGRffMEW; THIS AGREEMBff made'and entered intoFthis,day df acceptance,of this proposal,by:andfbetween CAPE ODO,AIARM.CO-,INC hereinafter caliedltlie Company' ,and:CUSf•OMER i ;hereinaftertxalled the°Sutiscriber4:� - - `" .. � 11t Company agrees to:provldkor§q;? bo be provided atthe addrewabove indlwted thesenifee and[orconnq*q-Spedfied,ln Paragrap hereof,;below 2 gTtie schedulerof services Is as follows,INSTALLATION4SERIRCE ofyour{systiem 23 .If.Cape Cod Alarm shall be requUed to place any sumsgutstandinglin theRtinds oEanother forcollecbon Ha ree to all cod of wllectlon indud(n tiut not luriltedtoattom s s< fees!(not to exceed 331/3%)and court costs 9, Y .- 9,.-. ;FINANCE hha3etthetright to pay;thesums due.wtth(n the"credit temltgranted without Incumng a financescharge If I tlo ndt pay w;tl41n sand terms,kagreejto peg,In edditlon tothe sums due;a flan ce cliarge;ofone and;oneaialf'percent per`,inonth(which isan arinualpercentage ratesof,l8%)on`the�nezt monthly balances 3 If any agencyor burea0 having-)urlsdldion;,oc5ubsaitier byhis own ad request to make;any changes N the system as oRiginatly�proposed,r5utiscn r agrees to pay for ttie cost bf" I such changesr+ThesSubsi ibef also'agrees to pay any City j5tate of FeAeral taiies;;fees or,!tharges non:m;force:orfiereaftei,imposed applying to-t iis:lnstallatlon andsennoe 4 It'Is understood:and agreeG lry the partlesthat Company,ls not aalnsurersandahat Insurance,lkany,covering-!rsonalli irypnd properly Ibss or,damagefon Subserdie7s pfemises3 i shall be otitained`by�the Subscrd�er,that the;Company is being,pald,forrthe oo..nnectlng and/ori onitbli of arsystemtdesigned to reduce certalri rlsk.gf'loss and that ttie'amounts;being j charged by the Comparry are,not 5utfi^dent[o guarantee that no loss,wlll occur that the,Compony is;not assuming responsibility for any,-losses which may;.oaur_even,If<lue;td,Company's; 4 negligent performance or fallureito perform,any obiigatMn under fhl's Agreement ;TtiE OOMPANY DOES NOT'MAKEANY REPRESENTATION OR WARRANTY,tINCLUDINGANY IMPLIED 1NARRANTY OF MERgiANTABIIif OR FITNESS THAT THEa5Y57EM OR;SER1/iCE SUP?LIED MAY NOT BECOMPROMISED,OR THAT THE,SYSfEM ORSERVICES WILL IN ALL CASES PROVIDE 7}iE PROTECTION FOR W�IICH,IT.I51f!TENDED. Since°t[iSdmpractlWl and'extremely,dlfOcult to fix actual damages,dany,�whidi may arise due tQ the,fauity operotlon of tliesystem or failure ofrservlces�provttled lf,nohvlthstanding�Me l aboJe�provisrons'there;sh uld arise any fiabihtyion�the!pai!'of the Company wrhrllability;shall be limited bo an'amount equal to�one half the annual servlce•char'ge provided hereinor= $250`whrcliever rsgreater Thrs sum fail be complete aril exdusive�and�shall be paid and,receNedas liquidated damages and not as a�penalty�ln the`event�that the Subsuiber wisftes; totncrease the`�,inaximum`amount afsuch Ilqulifated.damages Subsuiber may,�as a matter or�glit,obtain,frorn Company,a higherllmi[byrpaying!anyatlddlonal amount propo,tioned;to• the;inuease In�ItQuldatetl'damages. � �`<<�" Subscribes agrees to and shall indemnify and save harmless the Company;Its employees and a agents;for and against all third party claims lawsuits and losses li edao;be'caused b Com eg 'y� pony's:ypertorihanoe;;negligentpertomwnce:oKfailuieto:perfbirn;its:obiigatioris under ttifs'Agieement:s ' SciSubsoilier hereliy,auffiorizes tlie;Company to make tnstailatien and%or connecpon'at�Company stoohvenienoe,;;if Subsrnber desdes,instellatlonior>connectlon to be:done+at a tlme' other.than normal working;hours:or:!on,weekends,addetl(cosYwlll.be paitl far by.ahe'S.utisaber aE,Companysstandard+rates.1My liutallatlon'or:connedtoh{charge quoted,in;ttiis Agreement rs based;upon Companyfperforming Ehe instillatlon,or eonnectlon,wlth its'ownpersonnel,`,If+for anyiteason?tFiis;installatlortlor;conriecdon or anyNpart,lfiereof musfaiei: Performed by outside contactors sald,lnstallatlon or cannectlon,issub ed to.reyt5i n, ,,........ 6.,This agreernent,doesriot cover repairs due;to;abuse;misuse,wnstrudDori/renovatlons/upgrades;;antlJor acts of nature.., 7 Itls understood and agree0 byeLparbes that this Agreemeficanstitutes the entire Agreement between.the parties,and there Isno verbal understantling ctianging;or rnodsfyinguany,; i k of the leans of this Agreement This mritrad may not be ehariged,modified orvarlediexcept by wrtingaand signed>by an�authortzed,representative of the,Company This Agreement ' 't r- sha0;not become binding on thesl ompany untizl approved by Companys tHanagementas provided below}SUBSCRIBER HEREBY ACKNOWLEDGFSTHAT!HE FIAS�READ AND IJIVDERSTANDS`THI$ENTIRErAGREENIENT.,IFTHlS IS A HOME SOLICITATION�SALE„YOU THE BiIYER,MAY CANCEL�TtIIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE SHIRD;BUSINESS,OA.Y'AFTER`OATE.OFTHIS3RANSACTiON., 9. If CCA?iewmmends wirelessmonitorin . u use bete hone Ilnes theri=we recommend.usin .astandard P.:O:T:SSaele�h'one'Iine(Plain:0ld'Tele hone Service<forag'DI-ital!Monitorin i If you haveCabla/V O IP:ph"oneservlce`or.DSl please'oohtact your Account Manager;: , *,PermitszAfe;Fxtfa I Vye Ptopose herebyto.brQ thi;;Prote on'System ind`udmg material and latior' cgmplete In aocoManc@:with above speGfications far the Total Amount down All material Is. S guardnteedsfb betas specified t All work bo be tampleted during norrnalAbusiness hours Ina;workmanlrke;mannerEawording to standarg'pracdces Anyalter4p ordeviabon from the above spedfkatlons Involving extracosts will dorieionry upoxwiitten orders•and�wlll become ari extra charge ove,andabove the estimate.;rNl agreements contingent upon strikes; accl nt9, delays t�eyo d ouccontrol Owner to ca fire,tpmado.and�other necessa Insurance All arts&abor guaranteed for one yeare , r-Y ry P ? Ad�dltional6Te`rtns Y AnytiilOVAC woiicsisno[:part ofxthis proposals VouiwilPneed to eontrad a licensed elttridan'for anyilSOVACsworlc, I "s•.Carbon,Monoxitle detectors aie requited bylaw to be ieplacedseYery FNE(5)yearn(CONTACT US)., !'•: Deposit Required- SW per month;-hIcheJec;istgfeatC',wilWd�cWrgetli # '�` Nl:majot aedit�rards;aceepteA.> -.`� •�- -. FLEASE:SIGN,OR INITMix eCo c _. t The Commonwealth of Massachusetts Division of Professional Licensure A Office of Public Safety and Inspections Elevator Division Annual Inspections - Notice of Inspection September 21, 2017 Angela Roukey Re: 2331 MEETING WAY, BARNSTABLE, MA 02630 Inspection Number: INS-148134 Equipment: 21-W-286 An inspection of the above-noted equipment was-completed on September 20, 2017 The following violation(s)must be corrected prior to issuance of.a Certificate.. Issue Outcome Comments Other Fail No smoke detector at top of hoistway, has a heat device already. Heat detector should be replaced with smoke to activate powered damper. CMR524 34.10 All deficiencies must be corrected within 90 days. Respectfully, Daniel Provitola Elevator Inspector I Ashburton Place,Roam 1301 ; Boston,N,U%02108-1618 lel: (508022=1955 1 Fax:(,6.17)727-5732 hitp:Uw ww•.ma_ss.gov!ucubriguvarnnwnUoca-agenciLs/dpl-Ipiups U For Inspections dial (6 1 71 727-3200 i Mckechnie, Robert From: Mckechnie, Robert Sent: Thursday, December 28, 2017 11:02 AM To: .'bill@capecodalarm.com' Subject: RE: application for permit 2321 Meetinghouse Road WB Hi Bill, Here's a quick update on the application to install the smoke detector. It looks as though the Fire Department Inspector (Deputy Chief) may not approve the installation with the reasons as listed in the first email. However,the Deputy is away until next week or longer and previously stated that such installation is impractical and could trigger false.alarms and he won't be comfortable with it. Then,of course,there is the possible cost for multiple false alarms caused by this installation and the resulting fines(?). I would encourage the owners getting in touch with the State Elevator Inspector (Mr. Daniel Provitola)to discuss this and seek more interpretation/explanation. Thanks, Bob Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 From: bill@capecodalarm.com [mailto:bill@capecodalarm:com] Sent: Friday, December 22, 2017 10:43 AM To: Mckechnie, Robert Subject: RE: application for permit 2321 Meetinghouse Road WB Hi Bob, Here is the inspectors name, I got this from his Notice of Inspection: Daniel Provitola Elevator Inspector Thanks Bob, Bill From: Mckechnie, Robert [ma i Ito:Robert.McKech n ie(&town.ba rnsta ble.ma.us] Sent: Friday, December 22, 2017 10:05 AM To: bill(c�pecodalarm.com Subject: RE: application for permit 2321 Meetinghouse Road WB Thank you,just,another thought, could.you forward the name of the state inspector to me? And Merry Christmas to you also, Bob From: billacapecodalarm.com [mailto:billacapecodalarm.coml Sent: Friday, December 22, 2017 10:03 AM To: Mckechnie, Robert Subject: RE: application for permit 2321 Meetinghouse Road WB Merry Christmas Bob, Stay safe &warm! I Bill From: Mckechnie, Robert [mailto:Robert.McKechnieatown.barnstable.ma.us] Sent: Friday, December 22, 2017 9:39 AM To: bilKbcapecodalarm.com Subject: RE: application for permit 2321 Meetinghouse Road WB Good Morning Bill, Thank you for your email. It was very interesting. I will have a conversation with the commissioner on Tuesday and email you with the results. Bob Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 From: billacapecodalarm.com [mailto:billCd)capecodalarm.com] Sent: Thursday, December 21, 2017 4:08 PM To: Mckechnie, Robert Cc: sales@)capecodalarm.com Subject: RE: application for permit 2321 Meetinghouse Road WB Good Thursday Bob, Re: 2321 Meetinghouse Road, West Barnstable Well hang on to your hat, cause here we go.... Cape Cod Alarm is applying for permit(s) to change the existing heat detector to a smoke detector for one reason only.The State Elevator inspector came down and said he wants it changed and will fine POAH $200/day if it is not done when he gets down here to re-inspect. Period. (See attached PDF of the elevator inspectors notice of inspection) 2 i Traditionally I would be applying to REMOVE the heat/smoke etc from the elevator shaft as they have not been in our State Code for some time now. On this request for permit, I'm just complying with the State Elevators request...however outdated it may be. I have no code, including CMR 524 34.10 "(1) All hand operated controls whether mounted on machine or in remote locations are to be served by a 24 volt system. Unless otherwise indicated, electrical wiring and components in the vertical wheelchair lift and its installation shall comply with 527 CMR 12.00(The Massachusetts Electrical Code)" as quoted by the State inspector,that says I need a smoke or a heat in the shaft. NFPA-72, 21.2 deals with smoke detectors and elevator shafts, but no where does the chapter mandate elevator smokes unless used to initiate smoke relief equipment,-which we do not have at this location. The elevator inspector as I understand it was a tech on the road for years and has just recently became an inspector. I might.recommend he may not be familiar with the codes as this smoke in the shaft use to be code but did change a few years back. Perhaps the inspector is remembering his years in the field of installing them in the shaft when they were code. If you challenged me to find in the books where it says I need a smoke, I would not be able to furnish you with such evidence, alas, I'm only applying to change the heat to a smoke to satisfy a State authority, not comply with code. Please let me know how you would like me to proceed. Thank you very much, Bill B LL FaU4-K, Cape Cod Alarm 508-398-6316 - 0 774-353-6638 - C 508-398-5666 - F Bill@CneCodAlarm.com From: salesOcapecodalarm.com [mailto:sales(o)capecodalarm.com] �p Sent: Thursday, December 21, 2017 10:22 AM To: billOa capecodalarm.com Subject: FW: application for permit 2321 Meetinghouse Road WB O From: Mckechnie,.Robert [mai Ito:Robert.McKechnie(cbtown.barnstable.ma.us] Sent: Thursday, December 21, 2017 10:00 AM To: SALESCa CAPECODALARM:COM Subject: application for permit 2321 Meetinghouse Road WB Please direct this email to Bill: 3 i I will need a narrative regarding this proposed replacement of a heat detector with a smoke detector. The fire inspector has requested this to help with the understanding of the work. It seems that detectors are not required by the building code or the fire code in this shaft. Additionally,the fire inspectors agree that a heat detector would be the preferred detector due to the smoke detectors temperature range of operation and their tendency to fault in shafts of this type. So please submit this narrative/rational so that the permitting can move forward. Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 J 4 ��\yOQPUL F VCTF • eke �,°� THE WEST BARNSTABLE COMMUNITIES u PROPOSED Yam, MA �c . 12 UNIT- SENIOR HOUS'[NG DEVELOPMENT @ THE "LOMEARD FARM" RTE 149, WEST BARNSTABLE, MA -DEVELOPED BY HOUSING ASSISTANCE*CORPORATION WEST BARNSTABLE - HAC LLC, 460 WEST MAIN ST., HYANNIS, MA 02601 ARCHITECTS BROWN LINDQUIST FENUCCIO &RABER ARCHITECTS, INC. 203 WILLOW STREET SATE A YARMOLITHPORT,MA.02675 TEL, (508)362.8382 FAX. (&M)362-2828 CONSULTING SITE%CIVIL ENGINEERS HORSLEY WITTEN GROUP, INC.. DESIGN DRAWINGS ONLY 90 RE 6A,SANMCH,Ma 02W ISSUED FOR COMPREHENSIVE PERMIT SUBMISSION/ TEL,(508)360.95W FAX. (5M)833.3160 BARNSTABLE ZONING BOARD OF APPEALS F CONSULTING LANDSCAPE ARCHITECT 6-27-06 # HELIOS LAND DESIGN P.O.BOX 341,ORLEANS,MA.02653 TEL (508)2z7.90(}) t3 f ' 1 LAND5CAPE PLAN CONCEPT SUMMARY: REVISIONS_: C-REATC ATTRACTIVP AND SAR 5TE U:TRANCT5: ... -. •.. ._... _. ... _._.k\ -T NO. DATE DESCRIPTION • , • P•DMC2_TG ZOS 5F VCRT.r5.OYM f D RANTING REUUIRY.I✓•OTS AS SR YCRTM IN TOX:1 OF pgKtlSTAeIF JMs,S; COI.IY,Lr lEN7 AND SUrTEN FROPC_`ED AM:M:TELTLRr: %=IMIZE PEOC;TRKN AMEMITLe3 iN N:D ACCIUNL' BUN DING AND PARKINf°AFEAS; -_ _ !: Uk RPATE 5ArnIL5CAU SPNSF 0r-r:mi POK PLE,muru �_IB Ig' +•' 'ML':UDOIG PROVNSiOFI CF SMALL3CPl I.OVIUOOR GATr;LkING ✓ �� 1D `\,-A-. •B`[ �' — --- PIAC.ES A:,D KFSIrZNTIAI WrD5CAPF!XTrI4 tICKICNT;;: /J/ �•-�-" gl_1C O•\ - �` I C e\P ea, i ___ PPJ7V,DE SAFE PEOE57P-IAN OF4:ULATION KM!rJ AKIO — — CPPORTUNIT,ES FOR ACCF551KY°NATI:RAL 5UX5OI,NL:NG5 I/;A i •\A2 / `\ 1_� P a G I -- f GRAVEL PATIFNAYS: U31'KANI'AIATCYJALS TO 3CW,P N21VPF1'Y.Lti TIGNG AND PAKIJXG PYlA:: uARO.M12[::5[OF L(W,-snA:NTFAueCC.l(TM Y.'ATCR•USF.r1ATNC rantrTS AND -1I \t� ,\'� �\ •,yQQ9� ��ARCFIITECUNDOUIS iENUCC10 k RASER IMCGRATE%WTM 5URP,OUNINNG WEIAND 1'AURATS: I PROTECT EXIST C ,TATION AND MIMILI�IIIIJMGM;)TENT G IMPACTS 1T VFLATUR 5 AND VAI.UCS: / , NA RE" U ES ' HIGMUGHT EXISTING NATURAL 9n•E FCATJW'J:•AND Pf�„JE CJ,'PUP,TJ!:,riR.S ' -of,VLSUAL AND PHY5ICAL ACCY3.5: K .rll$TORIC ISC AND P'SIGN by INC'Y.POP•ATING RURAL PPATURC5 LCAU A -�__` \a •\ .y:a I \_f,! /1 •-.•�•. \ I`�"-_°'6°°TS`°-nFe�L,.N�MI��,yc�':'�:r :' `yrtgl :�a�ra::.>' �_. 1..<„ua is.;.rm,•rn��.,:+i..,�.n.Rclu<,Im I II i•�I,d'ury,_•c.,rs.,,,e.ra,TsaI•was I h1a - j 4,elb',.,a„Itravl v<pe ciLFK.°IFTrmI . ._ ,:`_�-.::<• PROTECT WETLAND RESOURCI•'AND HELLOS LAND DESIGN 1 r•._._.. ...___. .. ....... -..._._..1 B e.b�_._. _ _Is-«M1M• ) N/C TTI C REA OVER SE T C T`= `. BUFFCR AREAS.NWITHIN 50'IlUFFER 1 1 �•, A-7 ZONE. OVERPLAIrT NATIVE WETLANDS �' !rw,.g^!1®_•bral'_.'_'-' - IwZ;..Nlc�.u3 i.an-._._.... B ,,,_ --- :'- - - . ....... ..............I LE RING A �-i' Ls :� - /.. .:' _ '-\ � Jeff Thibodeau, MLA t_ rti£' ''�T�: ', •G,' � � APPROVED BY BARNSTABLE SPECIES !'"?+t�99•+43"-eLR19�L1(Liiknba�n: aya�f. iYsa.:pt� \ R)A �pE .,1 �' N: ., CONSERVATION COMMISSION AND I P.O. BOX 341 BLEND INTO EXISTING SHRUB Orleans,MA 02653 \ ' �. l�_ � A� BORDER. TRANSI?'JON INTO WAR ri� I 506. 237. 9000. SEASON GRASSES NEAR 100' •1sn>m N --}ud-- -- _ ,>w..�,r,.•,m, - --r,� e:.►.e-._..�--' - ; \ •. •;;�\� UFFER LINE � si- �tp - — �1: .a--%•_w»,M'' 'ORE T TION S STE , ST z LU .•_..--.tM,id111u°e°w.A1Wd // \ \ ` �j W ////j// ° "'• . l •k:. R RED, AFF P ° '�'' 1..vicepP. ..----...---•�"p. co_�rs�—.....--'---- i AND EM GEN VEHIC /�/ \• X ' ' '�'' ._ x / I Q w .0 fpr..�sm_..z. ._:Pn,.• .i.w.L::e,.w?A•.�°.. -. > N _-!??Y^_ .TYb 115r'_.._...�NSfn W°Iiyl�°�. _ _'--_..-� I r .,. •...,//l \ ,::,)- >: U z !Ad.e._�T�- .Tsa�e.. ...._ I ... �:• /�/ f �� .. -. �.. :.•Y.. �X /�dE71 r' N P'R•� 1 V J � �t O NrL_!P3,lPR._-_. .. .... .. smlw SFBv.aT.'—__-_..__J{{ I cp, , f/•1. �� - N 6/ ul L U R G VEL v T PAT / - I Zim O ( gyp'N OO,,�0 / U TYP. / Q O 'Lc O._-..w ee:,� 1'Cc�•r._.._ ._ _-_. � ByyY1' \ �� / i? 3//' • 61JR AL,Sf1ADE GARDEN WITH O 100 ;TH YARD U) r'fla N SLQ i'- '— -- -' - 1 SUNNY PAVE COUR RD AND . - -CONNECT] S CON 'CTINC TO / la GARDENSWI LOW EV CRFEN k 1 — - -- - -_-— HEDGE,FL0 NC TREE x ,�o lJ —•__ _:-J-P1M Mob-eehm-.. _--_ .I I HERBS LS AND B CHES h. ''� i• •'p`' , U L '—_.___- . z �O Cc - -... �. '%• ,FI r ATj•VErCRAS .ND•.:I ' c �4 EWP WARM SEASON','_ O Imo. �la�,ma,-,s�.s.._•-._,---._ �' ORCHARD OR CRO�R REMNAN / � � �yJ x SS 1tfIX).• .'. o `` U d RECALLS HISTORIC-US OF X 0 k :// i:'., 1 0 vmv a.. •c*�-- e,_a_wr"n»..,,me ud_®,_o---'=1 i A' • 6 :'/r rn -- '-----"---'- laaaw:; -- PROPERTY �� .K _ f PROTECT HIGHLICN k SP E CROV N RD TRY WITH, I LOCUS INFORMATION EXISTING '. >< � j �\i a '•0' P WO(�' ED E AND _ I WITH CIRCULAR PLANTIN c°.,m L_'�'. "'_—_ m .._. ._ _.. .... _.. I .�• _,�_16 A, GRAVEL PA�LI. "`"° sm.Aaa6 P INCS AND BE�!TCH \ PROP )RETF,IVTIO SYS M .•r��._.—__-.�-�.aA,�,eFmJ—'__-_—___—_ � 1 `` -� X� ',,�x � q n Y :».i __ usr»Au .n.wmsrna '•i'°-"" T _ _ ___ / ..:X M '.. (� /r mwo oslwcr: mwR•NF F,.tilep:°.-" .. � •' � YrMOtS r-w.s..rr.»-u• r.r,.. •x.«,- i;"mam: i \ t \ x'\ �O �, .amA v. ,Yr,A un.Irw: 1 -- WYelefb.M _ - 01 �• eFl G:@IMIOC _- Fire.-.T—i.S�.:.:e�Tw.mr.mod»-vi'imlina"se:�e�.:a7e._� •\Gj 19� \ /•/•,' .f 30s /// I rwn naa M_+4wAW.)N_Y;»b_Nngrs VIM.N.wsn°,wc Ns,rmsysl�_YPWd .' '. V`( 1 P I &S�• PROTECT WETLAND f ,Oz , aenewarmlc ao®IIa®on��ome GENERAL NOTES: I �eaR RESOURCES,BUFj'R � \`� .. �\ n: '• \ \J 1. THI5,15 A CONCEPTUAL DRAWING ONLY AND ROT INTENDED FOR AREAS AND LARGE` <- -.• ,'•' v PROJECT ENGINEER: COP15TRUCTICN. CONCEPTS PROPOSED SMALL BE FURTHER DEVELOPED ; SPECIMEN TREES. PLANT /j r'• - DURING 5UPZVOUENT DL,IGN PHASES. ONLY NATIVE SPECIES' Qp'W 2. TOPOGRAPHIC SURVEY PLAN PROV!U[D L`Y MOR-SLP.Y mI'ItN GROUP ON APPROVED BY BARNS ABLE '�-., »� 5 Horde 7]DSTING CONORIONS PLAN.LOMBARD PROPP.RTY'DATED 3-P-I.OG. 1 0 69 \\ V y Witten Group, Inc. I �r CONSERVATION g\,#4i M \ k � I 90 Route 6A Sandwich, MA 3, SITE PLAN PROVIDED B,'MORSLEY VATTEN GROUP ON 40MBARD I ` COMMISSION Phone: (508) 833-6600 PARCEL SITE PLAN'DATED APRIL 2006E REVISED JUNF.G.2000. I i� J - s��, Fax: (508) 833-3-6 4. PRCPOSED GRADING PROVIDED BY HOP.SlLY W.TT[N GPJOUP ON re(/ © (,••: �•/; , 'LOW-BARD PARCEL SITE PLAN.GRADING AND r.RA,NAGE'DATED APRIL 150 2000E REVISE()JUNF G. 1 P,E 5. SEE PIIMINMY PLANT L LIST FOR PROPOSED P.AM SPFf�ES, WETLAND BUFFER,ZONE PLANTS PER BARNSTABLE CON5ER 7� VATION i gdaF' �' r P✓• ALfLDft yEWAY TAKING GROUPS510N UST,BIORErrEtrTION AREA PLANTS PER HOFu--LFY Wr.TEN 1 1pzCARE V E DAMAGE � SCALE: 1•• 30 GROUP LISTS. i } 106 105 BVI'r EXIS rT NC TREE ROOTS OR G.BYLAW PLAN I.T IN ACCORDANCE WITH TC EG OF BNWSTABLE ZONING I B,Ay- B, - 1� BYLAW 4-2.6. THE FOLLOWING SPECIFIC REOUtREMENTS HAVE BEEti. 13 1 BY`� B03 TRUNKS: LIMB LOWER F1iDRE5oe I 1B�' ,fin HANGING BRANCHES 30 w,DC FRONT IANDSC:APED SETBACK PP.CM PARKING / / CONSERVATIVELY; PROD. MDR.: JEFF TFUBODEAU I G W9O[S MI AND REAR UW USCAR[0 T YAJID F FROM PARKING + a, .1D1 / CONSULT TOWN OF I FIELD: JEFF THIBODFAU 15 TREES(MIN:)PLANTED WITHIN FRONT YlJtD SETBACK�70 �-, BARNSTABLE TRE2 i FIELD: JE JETF TNIBODEAU .II,0, WIDE(M t9TREES) ! vat r WARDEN TO IMPLEMENT 10 WEDS(MIN.)LMDSCAPED BUFFER BFriVErX BNIGNG ANU PARKING I TREE PROTECTION I OWN BY:JEFr TT1180DEAU AO- CHECKED EF DENSE EVFRC-KEEN HEDGE SCREEN UP,FENCt MOUND PARKING AREA I i W,TrVN CR ADJACENT TO P,E51DENITIAL D157RICTti ; - MEASURES. 4 TREYS(MIN.:FOR PARKING AREA(?.O5PAUSO-4TREES) .. .. .... .. .... ... .... . ......_..__. .. .. .. ._.. ..... ._... .. ._ .. .. .... ....._._. .... _.._ -.._... •i� I OTHER: IIWC JOB N0. 9806 L- I SLIM 1 OF 1 I - r- STAMP: AREA TABLE 2 STORY STRUCTURE, + B TYPICAL UNITS OF t760 S.F. • (OVER 2 FLOORS) GRO55 AREA, t7,g14 S.F. I STORY STRUCTURE. + 4 TYPICAL UNITS OF 2710 S.F. (2 UNITS HANDICAPPED ACCE551BLE + COMMON AREAS, t1,225 S.F. GRO55 AREA, t5,333 S.F. TOTAL GROSS AREA, ±13,247 S.FLF Z� r----------------� r---------------- EAU am No.7789 r i O®o„ O®O rn A ■e �1 -- --- O BLUE= O0 CCD ■EB I I I vas an L-----uv,N¢an W m I md.WJ o O [' Z I rn.wrJ �J 10 ten n.er- •• ", O �. 05 FLNCTXN4 Rom I vrxan/rnNrNc varEg DINNG oM.Ien Fly NEI• ""'4 I Q 0 ---- mO~ CL 6LS21E[ FV/ m 0 5lTScEtl 14 Li I � aT41Q HALL / I• Z LN'> I Cn Ley W Lu � O a CL U - - � V J Q I (lll Ili �Q r----'1 tl1EdlE r-------1F- jING_La trw� I l O------O J I y cF�ne, a w_r ix J W fn I O I I I KiTO4EN O LLJ N LIVING Jim F01'E P/OININ[- �. ZLLJ Q Cn z � I `� I I FaaNr 6 rrING/ •rw I uwNc/rnNING J..r� = r Z 0 W Q LjJ 1 $ L—1 VIN[_-p/OININC- co m F� N O I.- 0 O �O� O®O O0- W = ®O eaa, a 'y -- I O I i 9 I Elm TITLE: I O I I I R� FIRST FLOOR L---� I I LIwNG raj I PLAN I ®o I DATE 6SlFD: -- J 627-06 r REVISIONS: c , FIRST FLOOR PLAN - T l DRAWN 8V TRS PROJECT PROJECT NO. l• DRAWING NO.: �3 A I I L STAMP: AREA TABLE 2 STORY STRUCTURE: + 8 TYPICAL UNITS OF t760 S.F. • (OVER 2 FLOORS) GRO55 AREA. t7,914 S.F. I STORY STRUCTURE: + 4 TYPICAL UNITS OF t710 S.F. (2 UNITS HANDICAPPED ACCESSIBLE + COMMON AREAS: t1,225 S.F. GRO55 AREA. t5,333 S.F. TOTAL CROSS AREA: t13.247 S.F_- L P I � ------- i aeni eeui i No.77769 I I L J L J I O®O O®O I Y~ Ar--- --------------- - ------- m ■e I I I a mama I jI ICT= z -------I I W m I C w I j � ' K:T� 6lIl2fEtl' I O C/) 1 C I q_ - L-------- W W O I GIFV/ � z m � I , LlE2 0 cn ,`` �� I' V =Qc m , IR❑ f- STA WAS B`� I Z G z v . =Op ! OU {• r- ----- ------- --- --------I J ---- 1 = U F- I I I I I // r--- m. < I Lu Cn M- I L---- ----J I I I wx •••__� C J (n I IKITCWEN 0a.�q rl v I r I lJ LJ I I cn W 9 — _ I IVIeIc i dN _ O I N i O 1- O®O I O W 0 I j O®O I I Q TIfIE: I I j -� I I I -_- i SECOND FLOOR PLAN 1 I BEG1�3T r----------J I I 1 I I I L------------J I I DATE ISSUED: L---------- -------I ❑ a27-ob REVISIONS: SECOND FLOOR PLAN eru.e.ve•r�� DRAWN BY: TRS /• PROJECTS: PROJECT NO. ` DRAWNG NO.: �a A1 . 2 Al' - II •• IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II II'I I '!III . I I. IIIIIIIIIIIII IIIIIIIIIIII � � II I ;� �,; , �Illllbl�l • � �� I I Il jams, — —1— IIIIIIIIIIIIII I: � jamn II IIII IIIIIII • �a"Imma IIaaa IIIIIIIIIIII IIIIIIIIIIIIII Ili (IIIIIIIIIIIIII IIIIIIIIIIIIII �IIIh I I I, __ .�'� •I— I i � I lll�il 11112.111111 1 1 � II IIIIIII � I II II loaalova IIIIIIIIIIIIII !Illlpl, ,IIIIIIImmmLmmvIIIIIII '!I'I,II I ' I II � ILI; IIIIIIIIIIII IIIIIIIIIIII , — —:� !- ll,� l�l! I�'' I'I'� � :• I•l�iil Ili II � - I� III -- � Illlliillllll • ,:I_I�,III ; �••- I III I IIIIII' ilii �IIIIIIIIIIIII��IIIIIIIIIIIIIIIIIIIIIIIII I ' .•gllll ;,I,.I .;.L , I I IIIIII IIIIIIII ;• � I, I '•I IIIIIIIIIIII, :: I:: ul IIIIIIIIIIIII [ .-= I �, I IIIIII IIIIIIII ' � � � j lil Illllllllul;I,,I,; � � j , Illi�) IIII�' ' Ij�ll!'�I, I l (IIIIIIIIIIIIII (IIIIIIIIIIIIII i(IIGIIIII!among !+III III; _� '•I II I ,� IIIIIIIIIIII IIIIIIIIIII, II;IIIIIIIIIIII 'll ' IIIIIII!(•I .I � IIII �_!.I -- - I .... .. . Ili—— ►�.�, ililliililliiilu'iiiu 'III` III'I��I`'lilllllll� III ,,'�I!II�I;I„ I_I_II �_,_I Illiii�llila II��I Illllllliiii III1llll,I,II�I�I' �IIj�iI (IIIIIIIIIIIIII llllllllllllll I � III I IIIIIIIIIIII � II;'�'� � II'i I '` III Illlllllllll !' ��L' �! I III II toilh IIIIfl MN II IIIIII II•• lil IIIIIIIIIIII III I ,I - ( - ■■■■■ III .I L -- ---- FI 1 1 IIL_.IIL.. 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IIIIII u1�, III I ,ll II� , , ;; , � ) lilllpmll Illupum �Iru. p Illli IIIIIII...IIIIIII � _ I I II (IIII I i � IIII' 'i I i' �� I IIIIII ' 11 IIIIIIIIIIII III i!'II I I _II 111 III I �II II IIIIII IIIIII-!luulw I :::: I IIII I I' � -- III I I IIIIIIIIIII III iI �IICIIII I IIIILII LIIIIIIII II II = HIMI HIM oil I Emil IIIIP II BE IIII', ' III 71 II IIIIIIII (IIIIIIIIIIIIII �I —- ' lI tlll.l.11,I111 (IIIIIIIIIIIIII Ilhll , l (IIIIIIII:II IIII IIII it 1 01 .�•uuuu°` I I IIII i II.' I',III ,'+�1y.,, .�: ► A A • IIIIIIII ... WEST BARNSTABLE SITE B COMPREHENSIVE iCAPPLICATION W. BARNSTABLE , MASSACHUSETTS JUNE 261 2006 � Oq 0 °4P Sheet List Table °p Sheet Number Sheet Title p 1 COVER SHEET ° ° Oo 00 2 NOTES & LEGEND" O O o 3 EXISTDJG CONDITIONS PLAN `V O C 4 SITE PLAN 5 GRADING & DRAINAGE PLAN B WASTEWATER & UTILITY PLAN 7 CONSTRUCTION DETAILS 8 CONSTRUCTION DETAILS O( m p �O Q Q O Q 9 CONSTRUCTION DETAILS (3) • 0 �� "' \ CJ a O 0 p General Notes MASSACHUSETTS ° E Graphic Scale 0 0 150000 d �7 O)O° 1. PLAN SET FOR PERMITTING AND REVIEW ONLY AND NOT FOR CONSTRUCTION J 2TOPOGRAPHICAL SURVEY PERFORMED BY HORSLEY W7TTEN GROUP, INC„ SCALE w FEET •.(} Q - 0 MARCH 2O06. Ln Og -°� ° 3. PROPERTY LINES, BENCHMARKS, AND STREAM LOCATION PROVIDED BY TOWN o, OF BARNSTABLE SURVEY DEPARTMENT. 4. WETLAND DELINEATION PERFORMED BY HORSLEY X77WAr GROUP, INC.', MARCH 2006. 5 SITE IS OVERLAYLDISTR�DCT, AND THE RESODURCE�IN THE RF PROTECTION OVERLAY DRICT THE ISTRICT.PROTECTION A E Po ° SMALL PORTION OF THE SOUTHE9ST CORNER OF THE PROPERTY IS LOCATED ° IN THE WELLHEAD PROTECTION OVERLAY DISTRICT, HOWEVER, NO PROPOSED a \ WORK IS PROPOSED WITHIN THIS DISTRICT U � N N C O YYY V 7 L BARNSTABLE VICINITY MAP N Graphic Scale Gra.phic Scale o �00 0 � SCALE,N SCALE FEET � ,�� Horsley Witten Group PREPARED FOR: Environmental Services O epztrm°n: �R� bL .. N Housing Assistance Corp. R www.horsleywitten.com Revisions • I 460 West Main Street 90 Route 6A,Sandwich, MA 02563 ® 5093 D EL Phone:508 833-6600 Hyannis, MA Fax:508 833-3150 " E Iof9 E (508) 774-5400a=�Y.� a. ° 0Y ��,: tL-LU O Jwe 26.1W6 EW EW CW Rw. U.b BY Drsvlpim 4 GENERAL CONSTRUCTION NOTES CONSTRUCTION SPECIFICATIONS FOR BIORETENTION SYSTEMS BIORETENTION CONSTRUCTION SEQUENCE' WATER SYSTEM OPERATION & MAINTENANCE 1. MATERIAL SPECIFICATIONS ff 1. ALL SITE PREPARATION NECESSARY TO COMPLETE THIS PROJECT IS THE SOLE RESPONSIBILITY THE ALLOWABLE MATERIALS TO BE USED IN BIORETENTION AREA ARE DETAILED IN TABLE 1, S UENLt OF CONSTRUCi10N AND WSPECIOR'S CHECK-0FF LISP FOR BIOREIEMTON FACILITIES 1. ALL NEWLY INSTALLED WATER SYSTEM COMPONENTS SHALL BE CLEANED OF ALL FOREIGN OF THE CONTRACTOR. STD IN DESIGN FACILIIT TOWN'S/CI7'Y'S MATERIALS SUCH AS DIRT AND MISCELLANEOUS DEBRIS PRIOR TO SYSTEM TESTING AND SHALL Puremeter S ei6mtioo 1 Si. Notes (r APPROVAL INSPECTOR BE WITNESSED BY THE ENGINEER. NO TESTING IS ALLOWED WITHOUT REMOVAL OF ALL 2. THE CONTRACTOR SHALL UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF Plm hV SOB Sard 804'° N/A USDA SOB types barmy sold or sandy Imm [ INITIALS DAIS INSPECTOR S DATE FOREIGN MATERIALS. ` ALL PERSONAL AND PROPERTY DURING CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS. S ib I. PRE{ONSIRUCTroN MEE17NG• 2. A PRESSURE TEST AND DISINFECTION TEST OF ALL WATER SERVICE SYSTEMS SHALL BE Clay N/A a. INSTAUATION OF EROSION AND SEDIMENTCONTROL PRACTICES CONDUCTED BY THE CONTRACTOR AND WITNESSED BY A REPRESENTATIVE OF THE TOWN. THE 3. THE CONTRACTOR I$ SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF C ntraal N/A 7. CIBARIGRUB PROPOSED DISTURBED AREAS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TOWN WITH A MINIMUM OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF Mulch rdvvood N/A dbmomhs,mcicman a. EXU BIOREf@InoN PACIIJIY(IE$)TO WITHINIF00T OF 48-HOURS NOTICE TO THE TIME OF THE PRESSURE TEST AND SUPPLY ALL EQUIPT VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. ° UNDERDYAIN BOTTOMTHIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION ccotextBe "nppucret open% /A For use as reccasary be rtenth untdcrdmvs only NECESSARY TO PROPERLY CONDUCT THE TESTS. ). GRADE AND SfABOJ7E AIL CONTRIBUTORY DRAINAGE AREAS TO OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE s�(ASl'M-D4761)gmb BIOREIFMION FACILITY 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL AND REMOVE BLOWOFFS REQUIRED FOR & CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE walk snength(ASIM-D- 6. EXCAVATE BIORETENDON FACII3TYTOINVERT OF IfIrflPJIDRAIN DISINFECTION AND FLUSHING PURPOSES AT NO EXTRA COST TO THE OWNER.EASTH s 8g APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN OF 4fi32)Mast saer�ll(ASTM- SYSTFMC 9STAILFlLTERFABRIC' m $ S WORK T,AND EST"DIG EXACAFE'T (FIELD LOCATION U` LEAST 72 HOURS PRIOR TO ANY EXCAVATION D4833 7. ONSTALLUNDFRDRAIN STONE,PERFORATED PIPE AND OVERFLOW 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO COLLECT ALL BACTERIOLOGICAL SAMPLES AND >y WORK TO REQUEST E7(ACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF DRAINAGEIN18T' PAY FOR ALL RELATED LABORATORY FEES. K THE CONTRACTOR TO RESOLVE CONFLICTS BETWEEN THE PROPOSED UTILITIES AND F&er Farm. Nf-fi MON N/A Orn dcqumkm S. INSTAL.INFLOW DRAINAGE SYSTEM IPES.CIIANNBI FT FIELD-LOCATED UTILITIES AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER 1lyderdmm Vel AASHTO M43 0.37T m0.7S' 9. BACRFIIL BIORETENTION PLANTING SOII.TOD�SIGN CBADE(UN• 5. WATER PIPE TO BE PE 3408 CLASS 200 TUBING. TWO-INCH TUBING SHALL BE USED WHERE ` IMMEDIATELY. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR DAMAGES INCURRED AS A Urderdmat pipbg ASTMD 1785 or AASHTO 406'r�d 3/8"perf.©6"on comer,4 Mks per row:nrmrbraa°of t:OMPACTED MULTIPLE DWELLINGS ARE SERVED AND ONE-INCH SHALL BE USED WHERE A SINGLE DWELLING 0111 RESULT OF UTILITIES OMITTED, INCOMPLETELY OR INACCURATELY SHOWN. THE CONTRACTOR Io.INSTALL APPROX Y,SURFACE MULCH IwYELL MIXED wT17I PLANTING SHALL BE RESPONSIBLE FOR MAINTAINING ACCURATE RECORDS OF THE LOCATION AND h'1.278 schedule 40 3"of ga 1 o pipes;rva necessary urdemeath p*s IS SERVED. R �i ELEVATION OF ALL WORK INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR PVC SOIL. ,THE PREPARATION OF THE AS-BUILT PLAN. 11.STAIRIJYE ANY REMAINING DSTORBEDaLFAs aaotlND FAOLrrrLEGEND: Poured m place f c-3300 a Qa 28 days, N/A Oo-she tesfire of pwaed-ut•phee corcram regLired IE.INSTALL BIORETENDON PLANTINGS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL cOnerere(if n eq iced) nr 1 weight ai Km ai ed; 28 day svength and shaM rest;all Genre desip(cast- 13.INSTALL REMAINING MULCH AROUND AND AMONG PLANTINGS GENERAL GENERAL O.w r nfming To meet ASIM b�phce or pre-cast)rooming preViDwly approved Stare M.REMOVE ANY REMAINING EROSIOWSEDIMENI'CONTROLPRACTICES POINTS AND BENCHMARKS DURING CONSTRUCTION. 61560 0!local standards ley±IDe9 design drawings scaled and NOTE' ICT SEE OVERALL CONSTRUCTION SEQUENCE FOR SITE GENERAL CONSTRION;SEE GENERAL.NOTESISPECIFICATIOS FUR BERM DETAILED REQUIREMENTS. CEN7ERIJNE ® BENCHMARK 0`o 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EXISTING UTILITIES IN WORKING ORDER a a&erced miarml stnrcnanl c r. � � - - OF y AND FREE FROM DAMAGE DURING THE ENTIRE DURATION OF THE PROJECT. 2. PLANTING SOIL MANDATORY NOTtFICATIOWAPPROVAL OF ENGI EERAND,OH TOWNS INSPECTOR PRIOR TO PROCEEDING WITH NEAT STAGE _____ THE SOIL SHOULD BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR CALLHORSLEY WITF.N GROUP AT 50"33-6M PRIOR TO 1700 NOUN ON PRECEDING DAY TO ARRANGE FOR NOTIFICATION. --64------- MMOR CDNT.(EX) ° MAIL BOX C e 6. DRAINAGE PIPING SHALL BE HOPE MODEL N-12 AS MANUFACTURED BY ADVANCED DRAINAGE _ _ �- SIGN 01 u OBJECTS LARGER THAN TWO INCHES. NO OTHER MATERIALS OR SUBSTANCES SHOULD . MIXED FOR FACILITIES DESIGNEDSOON O ATO VOID A HARD INFlLITUTION,SUBSITMEF7ITFR FABRIC WITH OF ROT6TDJID PUO.TING - �70- MINOR CONT.(EX) SYSTEMS, INC. (ADS) OR EQUIVALENT AND CONFORM TO AASHTO M294 CORRUGATED OR DUMPED WITHIN THE BIORETENRON AREA THAT MAY BE HARMFUL TO PLANT GROWTH, OR SOIL AND NATIVE SOD.TOAv01D ANARD EDGE P o POLYETHYLENE PIPE (SMOOTH INTERIOR). PIPE SHALL BE INSTALLED AT THE LOCATIONS PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS.THE PLANTING SOIL • 64 "OR CONT.(PROP) SPOT GRADE �>t INDICATED ON THE PLAN, MINIMUM PIPE SLOPE SHALL BE 0.5 PERCENT. CORRUGATED SHOULD BE FREE OF NOXIOUS WEEDS. we ¢o 0 POLYETHYLENE PIPE SHALL BE CAREFULLY BACKFILLED IN ACCORDANCE WITH MASSACHUSETTS SEWER SYSTEM OPERATION & MAINTENANCE 7D MINOR CONT.(PROP) mr - TEST PR d o o f'�O HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS (1997 REVISIONS). THE BIORETEN71ON SYSTEM SHALL UTILIZE PLANTING SOIL HAVING A COMPOSITION AS FOLLOWS•: CURB ` S 5 SAND: 80% 1. ALL NEWLY INSTALLED FACILITIES, INCLUDING SEWER COLLECTION SYSTEM, SHALL BE CLEANED m a IQ 7. BACKFlLL ADJACENT TO PIPES AND STRUCTURES SHALL BE OF THE TYPE AND QUALITY SILT: 15-20% OF ALL FOREIGN MATERIALS SUCH AS DIRT AND MISCELLANEOUS DEBRIS PRIOR TO SYSTEM EDGE OF PAVEMENT TREE =t'n $y CONFORMING TO THAT SPECIFIED FOR THE ADJOINING FILL MATERIAL BACKFlLL SHALL BE CLAY: <5% 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 TESTING AND SMALL BE WITNESSED BY THE ENGINEER. NO TESTING IS ALLOWED WITHOUT LESS, REMOVAL ALL FOREIGN MATERIALS. o FENCE-CHUM LINK TO A DENSITY OF 95% OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN +/- 2% ADD 20X (BY VOLUME) OF WELL AGED (6-12 MONTHS), WELL AERATED, LEAF COMPOST(OR t ® BUILDING OF OPTIMUM. ALL COMPACTION IS TO BE DETERMINED BY AASHTO METHOD T-99. • N APPROVED EOUrvAI-FELT)TO THE ABOVE PLANTING SOIL MI%LIRE. 2. THE ENTIRE SEWER SYSTEM, INCLUDING PIPING, MANHOLES, AND PUMP CHAMBER SHALL BE FENCE-WIRE TESTED FOR LEAKAGE. SYSTEM MAY BE TESTED BY THE USE OF EITHER WATER OR FENCE-WOOD CONCRETE 8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL GRADE STAKES SET BY THE THE PLANTING SOIL SHOULD BE TESTED AND SHOULD MEET THE FOLLOWING CRITERIA: LOW-PRESSURE AIR. SURVEYOR. GRADE STAKES SHALL REMAIN UNTIL A FINAL INSPECTION OF THE SITE HAS BEEN pH RANGE 5.2 - 7.0 COMPLETED BY THE TOWN ENGINEER. CwRD RAIL ORGANIC MATTER 1.5 - 4% 3. SEWER PIPE SHALL BE SDR-35 PVC PIPE. A PRESSURE TEST OF ALL SEWERMAIN LINES GRASS 9. ALL PROPOSED STRUCTURES SHALL BE DESIGNED BY THEIR MANUFACTURERS FOR AASHTO MAGNESIUM 35 LB./AC SMALL BE CONDUCTED BY THE CONTRACTOR AND WITNESSED BY A TOWN REPRESENTATIVE. UNIT OF WORK HS-20 LOADING. PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 5000 PHOSPHORUS P205 75 LB./AC THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TOWN WITH A MINIMUM OFI PSI UNLESS OTHERWISE NOTED HEREIN. POTASSIUM K20 85 LB./AC 48-HOURS NOTICE TO THE TIME OF THE PRESSURE TEST. PATHWAY SOLUBLE SALTS NOT TO EXCEED 500 PPM 10.THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER 4. THE SEWER PIPES SHALL BE TESTED FOR LEAKAGE BY THE USE OF LOW-PRESSURE AIR. LOW SIDEWALK PAVEMENT t� CONSTRUCTION IS COMPLETE. THE INSTALLER SHALL TAKE CARE TO PREVENT DAMAGE TO ALL BIORETENTION 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 TREE LINE SHRUBS,TREES AND OTHER LANDSCAPING. WHEREAS THE PLANS DO NOT SHOW ALL 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 SIDEwAU(PAVERS [` LANDSCAPE FEATURES, EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN 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 WALLt1 ADVANCE OF THE WORK. SITE'S STOCKPILED TOPSOIL. IF TOPSOIL IS IMPORTED, THEN A TEXTURE ANALYSIS SHOULD BE PRESSURE TO STABILIZE. AFTER THE STABILIZATION PERIOD (3.5 psi MINIMUM PRESSURE IN WALL-RETAINING SAND 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 0) 11.UNLESS OTHERWISE SPECIFIED ON THE PLANS AND SPECIFICATIONS, ALL SITE CONSTRUCTION MINUTES FOR THE PRESSURE TO DECREASE FROM 3.5 TO 3 psi IS NOT LESS THAN 1.90 C7 v 50a MATERIALS AND METHODOLOGIES ARE TO CONFORM TO THE MOST RECENT VERSION OF THE SINCE DIFFERENT LABS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTING RESULTS TIMES THE LENGTH OF PIPE BEING TESTED. WALL-STONE V w� MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS (THE MASSACHUSETTS SHOULD COME FROM THE SAME TESTINGFACILITY. 0 HIGHWAY DEPARTMENT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES,THE STORMWATER FACILITIES OPERATION & MAINTENANCE PROPERTY INFORMATION p 2002 SUPPLEMENTAL SPECIFICATIONS, AND THE 2005 STANDARD SPECIAL PROVISIONS). SHOULD THE PH FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME ABumNc LOT PROPERTY INFORMATION LtJ ri r4 vJ w - OR (LOWER) WITH IRON SULFATE PLUS SULFUR. EASMENr LINE a BOUNDARY < 12.ALL DRIVEWAYS SHALL BE A MINIMUM OF tO-FT WIDE AND A MAXIMUM OF 30-FT WIDE. THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSPECTION AND MAINTENANCE OF ----- Q. -E, m• RIGHT (PASSENGER) SIDE OF THE DRIVEWAY SHALL BE A MINIMUM 5-FT WIDER AT THE 3. MULCH LAYER SPECIFICATIONS ALL STORMWATER MANAGEMENT FACILITIES UNTIL SUCH TIME AS THE ROADWAYS AND == LOT LINE er PROPERTY UTILITIES Q 0 ENTRANCE WITH A 5:1 TAPER WHERE CURBING IS USED. MULCH AROUND INDIVIDUAL PLANTS ONLY. SHREDDED HARDWOOD MULCH IS THE ONLY ACCEPTED ASSOCIATED UTILITIES ARE ACCEPTED BY THE OWNER. W W ,1 MULCH. PINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE TO THE PERIMETER OF THE R/W m BOUNDARY 0 CATCH BASIN '�, m 13.ALL WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RELEVANT BIORETENTION AREA DURING A STORM EVENT AND ARE NOT ACCEPTABLE. o PROVISIONS OF THE AMERICAN DISABILITIES ACT(ADA), AND WHERE FEASIBILE IN ACCORDANCE 2. THE CONTRACTOR SHALL INSPECT AND RESTORE/CLEAN ALL FACILITIES (INLETS, MANHOLES, -_-____ SETBACK ® DRAIN MANHOLE Qt Wrrr��,,,,,, M) WITH THE MOST RECENT VERSION OF THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SHREDDED MULCH MUST BE WELL AGED (6-12 MONTHS) FOR ACCEPTANCE. INFILTRATION BASINS. ETC.) OF SEDIMENT AND DEBRIS PRIOR TO THE OWNER'S ACCEPTANCE. GAS VALVE' 'N SPECIFICATIONS (THE MASSACHUSETTS HIGHWAY DEPARTMENT 1988 STANDARD SPECIFICATIONS UTILITIES TO FOR HIGHWAYS AND BRIDGES, THE 2002 SUPPLEMENTAL SPECIFICATIONS. AND THE 2005 MIX APPROXIMATELY HALF OF THE SPECIFIED MULCH LAYER INTO THE PLANTING SOIL TO A DEPTH 3. ALL SEDIMENT AND DEBRIS SHALL BE DISPOSED OF PROPERLY IN A PRE-APPROVED LOCATION DRUM PIPE HYDRANT o OF APPROXIMATELY 4 INCHES TO HELP FOSTER A HIGHLY ORGANIC SURFACE LAYER. AS DIRECTED BY THE TOWN. �, j(E STANDARD SPECIAL PROVISIONS), AND THE MOST RECENT VERSION OF THE MASS4CHUSETTS - CAS LINE LAMP POST 'Vci DEPARTMENT OF PUBLIC WORKS CONSTRUCTION STANDARDS, 1996 METRIC IC CONSTRUCTION AND . C J HIGHWAY DEPARTMENT CONSTRUCTION STANDARD DETAILS AND DRAWING (1977 MASS. 4 COMPACTION 4. ALL STORMWATER FACILITIES SHALL BE INSPECTED BY THE CONTRACTOR AFTER EVERY MAJOR IT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE BIORETENTION AREA -GAS-GAS OHW OVERHEAD RE ® SEINER MANHOLE iE STANDARD DETAILS,AND THE 2003 METRIC/ENGLISH SUPPLEMENTAL DRAWINGS). AND THE REQUIRED BACKFlLL WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE ORIGINAL SOIL RAINFALL EVENT FOR THE ENTIRE DURATION OF THE CONSTRUCTION PROJECT AND THE FIRST IF BIORETENTION AREA IS EXCAVATED USING A LOADER, THE CONTRACTOR SHOULD USE WIDE 3-MONTHS AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION AND CONSTRUCTION. S SANITARY SEWER ® UTILITY Box 14.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF ALL PERSONAL ON THE JOB TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT EQUIPMENT WITH TURF TYPE TIRES. USE OF UTILITY POLE o to SITE. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING ALL EQUIPMENT WITH NARROW TRACKS OR NARROW TIRES, RUBBER TIRES WITH LARGE LUGS, OR HIGH 5. SPECIFIC MAINTENANCE SHALL BE AS FOLLOWS: FM -FM SEWER FORCE MAIN V °c) NECESSARY SAFETY DEVICES, WARNING LIGHTS, BARRICADES, AND OTHER APPROPRIATE SAFETY PRESSURE TIRES WILL CAUSE EXCESSIVE COMPACTION RESULTING IN REDUCED INFILTRATION RATES DO WATER VALVE $ m MEASURES IN ACCORDANCE WITH OSHA STANDARDS. AND STORAGE VOLUMES AND IS NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY CONTRIBUTE -UGE UGE- UNDERGROUND ELEC. , TO DESIGN FAILURE. A. DRAINAGE STRUCTURES (INLETS, MANHOLES & CATCHBASINS): ALL DRAINAGE STRUCTURES WELL y 0 15, THE CONTRACTOR SHALL REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP WILL BE INSPECTED ANNUALLY TO MONITOR FOR PROPER OPERATION, COLLECTION OF UTTER -- -- UNDERGROUND E/T/C -o AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. ALL DEMOLITION COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE BIORETENTION FACILITY BY USING A OR TRASH, AND STRUCTURAL DETERIORATION. THE BASINS WILL BE CLEANED OF SEDIMENT W WATER LINE RIP RAP cc DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE AND DISPOSED OF IN A PROPER PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR SUBSOILER. THESE TILLING (INCLUDING SUMPS) AS NECESSARY,AND REPAIRED WHEN REQUIRED. MANNER. ALL TRUCKS LEAVING THE SITE SHALL BE COVERED. OPERATIONS ARE TO REFRACTURE THE SOIL PROFILE THROUGH THE 12-INCH COMPACTION O ZONE. ENVIRONMENT SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER. ROTOTILLERS TYPICALLY DO NOT B. RIP-RAP SLOPE PROTECTION: RIP RAP AT THE OUTFALLS WILL BE INSPECTED ANNUALLY t00 YEAR RAODPIAIN ENVIRONMENT J 16.AT THE END OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF COMPACTION FROM HEAVY EQUIPMENT. $ AND REPAIRED AS NECESSARY. _ WETLAND AND SURPLUS MATERIALS FROM THE SITE. A THOROUGH INSPECTION OF THE WORK PERIMETER sO-Fr BUFFER ZONE BOUNDARY U IS TO BE MADE AND ALL DISCARDED MATERIALS, BLOWN OR WATER CARRIED DEBRIS, SHACIC LL BE WHEN BACKFILLING THE BIORETENTION FACILITY, PLACE SOIL IN LIFTS 12'OR GREATER. DO NOT C. GRASS CHANNELS: CHANNELS SHOULD BE INSPECTED ON ASEMI-ANNUAL BASIS;ADDITIONAL} COLLECTED, AND REMOVED FROM THE SITE. USE HEAVY EQUIPMENT WITHIN THE BIORETENTION BASIN. HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND. GRADE BIORETENTION INSPECTIONS SHOULD BE SCHEDULED DURING THE FIRST FEW MONTHS TO MAKE SURE THAT 100-FT BUFFER ZONE EROSION & SEDIMENT y17.AREAS NOT DISTURBED BY CONSTRUCTION SHALL BE LEFT NATURAL CARE SHALL BE TAKEN MATERIALS WITH LIGHT EQUIPMENT SUCH AS A COMPACT LOADER OR A DOZER/LOADER WITH THE VEGETATION IN THE CHANNELS BECOMES ADEQUATELY ESTABLISHED. REGULAR y0O_pT BUFFER ZONE ® wLEr PROTECTION TO PRESERVE EXISTING TREES, GROUND COVER AND OTHER NATURAL FEATURES WHEN MAINTENANCE TASKS INCLUDE MOWING, FERTILIZING, LIMING, WATERING, PRUNING, AND WEED < POSSIBLE.ALL AREAS UNPAVED AND NOT LEFT IN A NATURAL CONDITION SHALL BE PLANTED MARSH TRACKS. Ca WITH GRASS AND LANDSCAPING MATERIALS AS SHOWN ON THE LANDSCAPING PLAN. AND PEST CONTROL VEGETATION SHOULD BE MOWED AT LEAST ONCE PER YEAR TO A _..._... STREAM(WAILER) c 5. PLANT INSTALLATION HEIGHT OF NO LESS THAN FOUR INCHES. SEDIMENT AND DEBRIS SHOULD BE REMOVED CONSTRUCTION EXIT 18. SEE EROSION AND SEDIMENT CONTROL PLAN FOR ADDITIONAL NOTES THE PLANT ROOT BALL SHOULD BE PLANTED SO 1/8TH OF THE BALL IS ABOVE FINAL GRADE MANUALLY, AT LEAST ONCE PER YEAR, AND PERIODIC RESEEDING MAY BE REQUIRED TO - - WETLAND o SURFACE. ROOT STOCK OF THE PLANT MATERIAL SHOULD BE KEPT MOIST DURING TRANSPORT MAINTAIN THE DENSE GROWTH OF VEGETATION. CARE SHOULD BE TAKEN TO PROTECT EROSION & SEDIMENT STORM WATER 2 AND ON-SITE STORAGE THE DIAMETER OF THE PLANTING PR SHOULD BE AT LEAST SIX INCHES CHANNELS FROM SNOW REMOVAL AND DISPOSAL PRACTICES. NrO LARGER THAN THE DIAMETER OF THE PLANTING BALL SET AND MAINTAIN THE PLANT STRAIGHT Si SILT FENCEDURING THE .U�.• CONSTRUCTION SEQUENCE WSTALLA ON ENTIRE PLANTING PROCESS. THOROUGHLY WATER GROUND BED COVER AFTER D. BIORETENTION SYSTEMS AND RAINGARDENS:THE BIORETENTION SYSTEMS AND RAIN GARDENS sElm SF w/HAY R.ic __ SW ROWPATN = WILL BE INSPECTED SEMI-ANNUALLY FOR THE FIRST YEAR OF OPERATION AND ANNUALLY /(. 1. INSTALLATION OF EROSION & SEDIMENT CONTROL DEVICES AROUND PERIMETER OF PROPERTY. TREES SHOULD BE BRACED USING 2' X 2'STAKES ONLY AS NECESSARY AND FOR THE FIRST AFTER THE FIRST YEAR, AND AFTER MAJOR STORM EVENTS. GENERAL MAINTENANCE OF ABBREVWTIONS `<C! Stv MGMT AREA U 2. SITE CLEARING & GRUBBING AND INSTALLATION OF CONSTRUCTION ENTRANCE GROWING SEASON ONLY. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BIORETENTION SYSTEMS FALLS UNDER LANDSCAPING PRACTICES. THE PLANTING SOIL BED �9 a ,c^ 3. ROUGH GRADE SITE. GALL, WILL BE MONITORED FOR PROPER PH, EROSION, AND AERATION. MULCH WILL BE EX EXISTING •V >, 4. ROUGH GRADING OF SURFACE STORMWATER MANAGEMENT AREAS EXCEPT UNDERGROUND- OMH DRAINAGE MANHOLE n ( REPLACED BI-ANNUALLY, AND ILL-ESTABLISHED, DEAD OR SEVERELY DISEASED PLANTS WILL O/F OVERFLOW RECHARGE BASINS AND FILTER MEDIA IN BIORETENTION FACILITIES). GRASSES AND LEGUME SEED SHOULD BE'TILLED INTO THE SOIL TO A DEPTH OF AT*LEAST'ONE BE REMOVED AND REPLACED ANNUALLY. SEDIMENT BUILD-UP FROM THE PEA GRAVEL INV. INVERT 3a, g Q° fD 5. INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES AT SURFACE STORMWATER INCH. GRASS AND LEGUME PLUGS SHOULD BE PLANTED FOLLOWING THE NON-GRASS GROUND, DIAPHRAGM WILL BE REMOVED AS NEEDED.AND THE DIAPHRAGM ITSELF WILL BE REPLACED TP TEST PIT „ta o f RO S SLOPE MANAGEMENT AREAS. COVER PLANTING SPECIFICATIONS.N 6. PRELIMINARY ROADWAY GRADING. WHEN NECESSARY. HDPE HIGH-OE SON POLYETHYLENE PIPE c z' 7YP TYPICAL $ LL CD 8. INSTALLATION OF ALL SUBSURFACE DRAINAGE STRUCTURES. THE PLANTING SOIL SPECIFICATIONS PROVIDE ENOUGH ORGANIC-MATERIAL TO ADEQUATELY SUPPLY FT FEET 8. INSTALLATION OF ALL REMAINING EROSION AND SEDIMENT CONTROL DEVICES NUTRIENTS FROM NATURAL CYCLING. THE PRIMARY FUNCTION OF THE BIORETENTION STRUCTURE E. INFILTRATION CHAMBERS: INFILTRATION CHAMBERS WILL BE INSPECTED AFTER MAJOR STORM IN FIT Rcalsaawrc 13 9. INSTALLATION OF SEWER MAN, UNDERGROUND ELEC IS TO IMPROVE WATER DUALITY. ADDING FERTILIZERS DEFEATS, OR AT A MINIMUM, IMPEDES THIS EVENTS FOR THE FIRST FEW MONTHS TO ENSURE PROPER FUNCTION. ON A MONTHLY BASIS, HP HIGH POINT 10.INSTALATION OF BINDER COURSE /TELE/CIA AND WATERMAIN. GOAL ONLY ADD FER71UZER IF COMPOST OR MULCH IS USED TO AMEND THE SOIL ROTOTILL SEDIMENT AND OIL/GREASE WILL BE REMOVED (FROM PRETREATMENT DEVICES AND RB RECHARGE B0.4N $v.PLp LOW POINTyH OF CL11.CONSTRUCTION OF ALL RESIDENTIAL DWELLINGS. UREA FERTILIZER AT A RATE OF 2 POUNDS PER 1,000 SQUARE FEET. OVERFLOW STRUCTURES). OBSERVATION WELLS WILL BE CHECKED 3 DAYS AFTER A MAJOR C6 CATCH BASIN 12. FLUSHING OF ALL STORM DRAIN SYSTEMS TO REMOVE SEDIMENT. e 13.SURFACE STABIUZA77ON STORM, AS FAILURE TO PERCOLATE WITHIN THIS TIME PERIOD INDICATES CLOGGING. w INFLOW tOA70H j CHRISTINE E (VEGETATION, DRIVEWAYS, GRAVEL OR OTHER). 6- UNOERORANS a Ro 14. REMOVAL OF ACCUMULATED SEDIMENT FROM ALL FOREBAYS. ) PRETREATMENT DEVICES AND DIVERSION STRUCTURES WILL BE INSPECTED F A SEMI- 81 INFILTRATION BASIN Ne.41W UNDERDRANS SHOULD BE PLACED ON A MINIMUM 3'-0'WIDE SECTION OF FILTER CLOTH. PIPE Bro BIORLTEMION AREA IS PLACED NEXT, FOLLOWED BY THE GRAVEL BEDDING. THE ENDS OF UNDERDRAN PIPES NOT ANNUAL BASIS FOR SEDIMENT BUILD-UP AND STRUCTURAL DAMAGE. UPON FAILURE, FM SEWER FORCE MAIN 15. INSTALLATION OF RECHARGE BASINS AND FILTER MEDIA& PLANTINGS WITHIN THE BIORETENTION MAINTENANCE STAFF WILL PERFORM TOTAL REHABILITATION OF THE CHAMBERS TO MAINTAIN S SEWER AL • N FACILITIES. TERMINATING IN Al OBSERVATION WELL SHOULD BE CAPPED. STORAGE CAPACITY WITHIN 2/3 OF THE DESIGN TREATMENT VOLUME AND 72-HOUR W WATERMANL.-6--< (,va 16. INSTALLATION OF ROADWAY TOP COURSE. WAIT WASTEWATER TREATMENT CD 17.FINAL SITE STABILIZATION. THE MAIN COLLECTOR PIPE FOR UNDERDRAIN SYSTEMS SHOULD BE CONSTRUCTED AT A MINIMUM EXFILTRATION RATE. sMH SEWER MANHOLE Pmha Rambec ti 18.REMOVAL OF REMAINING EROSION & SEDIMENT CONTROL DEVICES AND FINAL CLEANUP. SLOPE OF 0.4%. OBSERVATION WELLS AND/OR CLEAN-OUT PIPES MUST BE PROVIDED (SEE PLANS - C. CORNER BOUND FOR LOCATION). F. ROUTINE MAINTENANCE: OTHER ROUTINE MAINTENANCE WILL INCLUDE REMOVAL OF TRASH FF FINISH FLOOR E 7. MISCELANEOUS W.S.EL WATER SURFACE ELEVATION 5093 AND LITTER FROM PAVED AND PERIMETER AREAS,AND ANNUAL STREET SWEEPING AFTER THE W YEAR m THE BEEN STABON FACILITY THE MAY BIO NOT BE'CONSTRUCTED NSFAC RU SHALL REMAIN CONTRIBUTING FLINE AND DDRAINAGE RAINNOPE TEjpAREA SPRING THAW TO AVOID EXCESSIVE ACCUMULATION TE SEDIMENT IN THE DRAINAGE SYSTEM. LICE UNDERGROUND ELECTRIC THE PIPES DRAINING THE PROJECT WILL BE INSPECTED ANNUALLY FOR PROPER FLOW. UGLTC UNDERGROUND EIEtTRIC/7ElEPHONf:/CABIE snsa Numaer. HASR/W RIGHT-OF-WAY UNTIL ALL BIORETENTION VEGETATION IS STABILIZED. w W HINc�PIT 2 Of 9 last modified:06/26/06 printed:06/26/06 by jh J:\5093 Housing Assis-YMCA-Lombard\Drawings 5093-Lombard\5093 LOMBARD EX.dwg ' \ o His / \ E \... , I Pie i i'' ❑ �y Ell to ' ; 4 � 1 / I , 8 I / i •t � \ l I ,• I \�II �N I I� gm 6 pp 1, Ae 11 \ 1 15 I I \ 1 • I I I \ II' I I --........... �� \ s \ m n N y z y W TZm Z 8 � > Z o �Ty� z!g [] s \ �9 \ 05 0 Zo i _ m s' s�.ov vrom.a er wnoa r. 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DM ar oasabme 3' (MIN) 4"PERFORATED PVC UNDERDRAIN PIPE IN B"J" WASHED (DE No. 57 OR EQUIV.)GRAVEL BLANKET AS NEEDED. NOTE: CONNECT TO RECHARGE INLET AT 0.5%SLOPE SEE SPECS/BIDDING DOCUMENT FOR MATERIAL SPECIFICATIONS. 1.ALL SECTIONS SHALL BE DESIGNED FOR \ PANDELLA TYPE 24" DIA HS-20 LOADING. \ SECURABLE CAP ` I ' ACCESS - 2,COPOLYMER MANHOLE STEPS SHALL BE �. }�\C, OVFRFl nW INLET nYP) 4" DIA(MIN) 1J_ INSTALLED AT 12" O.C. FOR THE FULL J SIORETETION PLANTINGS BIORETENnoN CLEANOUT T-1 SOLID SCH 40 PV \ \ '• DEPTH OF THE STRUCTURE. � EL - BIORETENTION 3" 48" DIA MIN APPROVED NATIVE BACKFlLL MATERIAL FILTER MEDIA \ v (MIN) 3.PROVIDE"V" KNOCKOUTS FOR PIPES Q 3" (MIN) 3:1 MAX SIDE SLOPE \ \ \ N TH 2• MAX. CLEARANCE TO OUTSIDE / 9" PONDING Q HARDW00 I�(7H 4n OF PIPE. MORTAR ALL PIPE DEPTH (MAX) ALTERNATE TOP SLAB / \ CONNECTIONS. �J 24' DIA. I 4.JOINT SEALANT BETWEEN PRECAST \ \ \ \ +FABRIC & � SECTIONS SHALL BE PREFORMED BUM \ ` / I \ c FINISH �ACCESS� RUBBER. \ / \ \ / / / / / \ EOUN.) GRADE NON-PERFORATED 8 8` // /• j / / \ / \ / \ 4" PVC ELBOW �, 5.DRAIN MANHOLE FRAME AND COVER / �� Y 9 SHALL BE SET IN FULL MORTAR BED. / / \ `/ SEE NOTE 5. ADJUST TO GRADE WITH CLAY BRICK 4" PERF. PVC AND MORTAR (2 BRICK COURSES \ / O / \ UNDERDRAIN CONNECTION TO UNDERDRAIN PIPE TYPICALLY, 5 BRICK COURSES \ \/ / \ \ FURNISHED P \ F MAXIMUM) \ / GEOTEXTILE FILTER FABRIC VERTICAL EXCAVATION SLOPE(PREFERRED) CL m u0�� 6.FRAME AND COVER SHALL CONFORM TO 4" PERFORATED.PVC' PE ® 0.5% (MIN) GRAVEL BLANKET, AS NEEDED (SEE ABOVE) OR ALTERNATIVE SLOPE(MIN 1:1) �� CONTRACTOR SHALL BE RESPONSIBLE FOR WA N MASSACHUSETTS STANDARDS(LEBARON SIORETENTION DETAIL SLOPE STABILIZATION AND SAFETY TYPICAL BIORETENTION CLEANOUT DETAIL �y W�a STEPS (SEE FOUNDRY, MODEL LK 110A. OR APPR. APPROVED NATIVE BACKFlLL MATERIAL NOT TO SCALE MEASURES DURING CONSTRUCTION NOT TO SCALE NOTE 2) EQUIV.) C m N SEE NOTE 4. — -(2)MAXIMUM •w-o u h �° N O DUCTILE IRON FRAME 24` �( ) E W zo SHELF TO BE CONCRETE FORMED AND GRATE/COVER RECOMMENDED OVERALL HEIGHT W ¢ 1nF¢ 48' DIA. (MIN.) AT A SLOPE OF i" PER FOOT. 4)0 ill, a o n gg DIA VARIES INLET AND OUTLET =y} Z ADAPTERS AVAILABLE FT� N PERMEABLE PAVERS 4"THRU 24" VARIABLEuo I= 12` ,•,. TYPE 1-1 BIT.CONC. PAVEMENT: 1/4` CLEAN AGGREGATE ( HEGHT ' < z MIN. ~={ "(`:� �1.5" WEARING SURFACE, ON 2.5" 9 �� r` Zw (MIN.) :'`)'•� 'r: ..,'� / BINDER COURSE Cos? ~QS VARIOUS TYPES OF > ~ SEE NOTE 3. - - �..-�-- >. OUTLETS WITH WATERTIGHT .O;T,. r,�i '�.. ••QP:.'B. 4 ADAPTERS FOR ADS N-12. 8`CRUSHED STONE GEOTEXTILE ti MEMBRANE n �SDR-35 SEWER, SCHEDULE �'`t 40 DWV, CORRUGATED PVC, RIBBED PVC 135' fy CEMENT CONCRETE INVERT / // SUB BASE Q �/ APPROVED SUBGRADE J � " APPROVED SUBGRADE •(1)ADAPTERS CAN BE MOUNTED ON ANY ANGLE OX TO 'J ram` COMPACTED GRAVEL 359%TO DETERMINE MINIMUM MGLE BETWEEN 'V COMPACTED SUBGRADE \\ `S (•may AOAPRRS SEE NYIOPlASf ORAYANG N0. ](q1-111E-(113. {a r�Ni O V7 PERMEABLE PAVERS DETAIL 13s 120" V 4 o PRECAST DRAIN MANHOLE (DMH) TYPICAL BITUMINOUS PAVEMENT NOT TO SCALE OVERFLOW INLET DETAIL E- � NOT TO SCALE NOT TO SCALE - NOT TO SCALE I��W • Q BY `NYLOPLlST" OR.APPROVED EQUIVALENT rtl r m BERM CONSTRUCTED OF BIT. CONC. WEARING SURFACE COARSE AS SHOWN BITUMINOUS BERM FILTER FABRIC OF 1 1"X STAKES X 4' LG. OAK vJ O MIRAFI 100"ORAPPROVED EQUAL 'a I I W/ TOP DRIVEN HAYBALEH(2 ' O '2 (STAPLED TO PQ bl EACH BALE DRIVEN AT q SEE SITE PLAN FOR I I SLIGHTLY OPPOSITE Cti E PAVEMENT(SEE DETAIL) SLOPE & MATERIAL I DIAGONALS) J, MIN•) OAK POST rn (MIN.) // / (TYPICAL) I HAYBALE BUTT o OPENING PROVIDE END I. TOGETHER (TIGHT) o (TYP.) CAP PIECE // 4)¢` MIN. DIA POST y n U G_ 2Y" MIN. DIA RAIL • \ l�Se'x 3§` PICKETS m GRADE PITCH P 3 W / \ FASTENED TO RAIL W/ DIRECTION OF a O 1N ALUMINIUM Plan View FLOWFASTENE E > EI.F \ \ \ \ BOTTOM RRAIL,2 1T MPDDLE COMPACTED APPROVED RAIL) COMPACTED 3 0 I VARIES I SUBGRADE 8'-0" ttP. 2%; MIN. DIA HORIZ RAIL BACKFlLL h _ NOTE: W/16D ALUMINIUM I I () 1. BERM CONSTRUCTED OF BIT. CONC. WEARING SURFACE COARSE AS SHOWN FASTENER THRU POST o ` 2. PROVIDE 1' CHAMFER OF EDGE ALONG BERM FACE H 1 r Elevation _ W INTO TENON SEQUENCE OF INSTALLATION > 3. CAPE COD BERM TO BE CONSTRUCTED INTEGRAL WITH TOP PAVEMENT COARSE. a N FINISH GRADE a4 I. TRENCH 6" BELOW EXISTING GRADE SURFACE m VARIES TREATMENT GEOTEXTILE FABRIC N c� 2)(t`WIDE x 2Y` LONG ALONG HAYBALE/SILT FENCE ALIGNMENT. Q COMPACTED TYPICAL BITUMINOUS BERM DETAIL •I 4 TENON EACH END (TYP.) PLAN VIEW 2. PLACE AND STAKE HAY BALES AND SILT al LANDSCAPE AREA PAVED AREA NOT TO Srelc FENCE AS SHOWN. COMMON FILL lu 0 Vj_ MIN. DIA. CEDAR ) 4. BACKFlLL AND COMPACT EXCAVATED .y io w 3. WEDGE LOOSE STRAW BETWEEN BALES. a •// / //% PAVEMENT VERTICAL CURB (SEE BELOW) m POST B'-0' O.C. TYP. MATERIAL l co Z x o 0 0 0 00° oo I SECTION MIN HEIGHT - 18" COMPACTED .uG. rn COMPACTED g •°o .°r•o•(•o;r,�' �+-p�;6 �� MIN WIDTH - 6" BACKFlLL 1" x 2" O COMMON FILL• °o• g o 0 DEPTH VARIES d °•o• °0• ° 1 FILTER FABRIC OF OAK POST < 0 0, •o a 4" COMPACTED 1`X 1" X 4' LG. OAK ° 6 ° •[f 12" iN `MIRAFl 100"OR - [FINISH PAVEMENT GRAVEL AROUND STAKES DRIVEN FLUSH Q 2" WASHED = o I^(MIN.) POST TYP. o/ APPROVED EQUAL CRUSHED e ( ) W/TOP OF HAY BALE c c y2 STONE I2'T (STAPLED TO POSTS) (2 EACH BALE) 10 .(SUPPORT NET OF (o FILTER INDUSTRIAL 0 2.5 FABR C MIN. POLYPROPYLENE AS 1-6" HAY BALE d g NO ALL FENCING MATERIAL SHALL BE NORTHERN WHITE CEDAR, SHOWN TO THE DIMENSIONS D BACKFlLL o' 6 K r :. .. ,.. ER THE MP REQ'D. COMPACTED O \ / SHOWN ON THE DRAWING. GRADE PITCH LL 0 ° 2. ALL FENCE POSTS SHALL BE TREATED WITH PRESERVATIVE PER MANUFACTURER'S DIRECTION OF/ ;�1O GRADE Rrols°m°.. ;0 CEMENT CONCRETE c RECOMMENDATION ON ALL SIDES FOOTING f�.asuo Ps1 FOR A DIMENSION OF 3'-0" FROM BUTT OF POST. FLOW (1 ,yM Bf M4 Tr 0 NEXT CHAMBER 3. POSTS SHALL MAINTAIN A DEPTH OF 2'-10" IN GROUND AND SHALL NOT BE RACKED TO io ACCOMODATE CHANGE IN GRADE. `o pLy ti 0 6" 34"t 6" SUBGRADECOMPACTE COMPACTED GRAVEL OR n 6" - •g, ilxr °� a. LINE OF FENCE TOP AND BOTTOM SHALL BE INSTALLED STRAIGHT AND TRUE. POSTS AND UNDISTURBED 's�. 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WEST BARNSTABLE COMMUNITIES—SITE B suslefnabfe Emlronmonfef solu0ons om onabl� I Route I Sandwich,A,A �� Phone:(508)833-6600 Nm Mein Street COMPRENENSI f/E PERMIT APPLICATION wwuabeesleywftfenxom > Hyannis.MA 90 Route BA s" Fa,:(sos)a33a1s0 508 n4-s400 WEST BARNSTABLE, MA sane.fnb,Ma oaea Vsur Dated:March 2006 508-83X3100 50-fce WOW c Ptah ilea: s CONSTRUCTION DETAILS (2) °°°` D.We"f 64i:W .tile m.moa ew Etiv av ae.. ams es o—oao ' r • �4 LOCKABLE ACCESS COVER Aquapoint - STEEL COUPLING • FAN HOUSING SAMPLE PORT DISTANCE VARIES WELL CAP TO BE SET 1' NON-SKID GELCOA e4` SCHD 40 247p UCHHHpppINE g1 EXTEND MINIMUM 5'BEYOND EDGE ABOVE FINISHED CRADE rr• 75� gp71 5pp110(��} OF PROPOSED PAVEMENT AND WALK INCREASER AUXILIARY VENT (508) 998E 75 EFAX (OB)E98 7177 HOUSE I PULL PIPE METTAWC WARNING TAPES FOUNDATION END CAP SEWER MAIN POWER CONDOR _ e 4" SCHD 40 WALL 8 o � • NOTES: - — INSULATED FIL 1. VENT MAY BE RUN UP THE SIDE OF BUILDING. 5'-0` MIN.I TO METER & rn ie PITILESS ADAPTER TANK PIT 0 I 4 24' y LASS 200 1-1/2"SCHD 4 FINISHED GRADE 45'BEND J I LENGTH TO SUIT ypAR TUBINGID PVC RECYCLE LINE Of EL 28.36 HOME SANITARY SEAL. 24" 0 CONNECTION 'WYE' BRANCH STATIC WATER LEVEL 2'-0'MIN SLOPED CONCR�AWAYY FROM WELL CASING 031 Plan View 24 MI PVC WELL CASING S.S. SCREEN 4' SCHD 40 SUBMERSIBLE PUMP AND MOTOR COUPLING PVC _ PROPOSED HOME PRESSURE TREATED 1 x4' W/BOTTOM PLATE WITH CHECK VALVES AND TORQUE 0.a IN EL 26.18 I MARKER BOARD AT END GAP ARRESTOR m 4" SCHD 40 UNLESS CONNECTION TO HOUSE 0 COUPLING PVC SERVICE IS COMPLETED y OUTLET EL 25.93 FLOOR 0- 9 2'MN. PROPOSED GRADE WATER SUPPLY WELL N E u m Nt,T 4"PVC FOR SINGLE RESIDENTIAL UNITS 31" IY q•TYP. 6'PVC FOR COMMERCIAL OR MULTI-UNR 5'TYP. d RESIDENTIAL MIN .n- 4"VENT TO BE SUPPVED BY THE BLS 45'BEND SHUTOFF VALVE (TYP.) C i >e SUMP CONTRACTOR SEWER ?� PRESSURE SWITCH a m e 4 =N m b n n 31`MIN [1� NOTE: BASEMENT ~ CONC GENERIC DETAIL OF BIOCLERE SYSTEM FOR ILLUSTRATION PURPOSES ONLY, NOT PRESSURE GAUGE. Cy O FLOOR. END CAP OR TWO HYDRO ED EQUAL) TANKS TO BE USED FOR CONSTRUCTION. PAUAPOINT TO PROVIDE UNIT IN READY TO gpgprOR / FACING UP (TYP.) OR APPROVED EQUAL WITH RETE BASE PAD INSTALL CONDITION. / ( ) Cti •, HOME 'LWE'BRANCH J SHUTOFF AND PRESSURE CONNECTION PLA GAUGE (FACING UP) V CRUSHED STONE .: /• •':x•5:;:-. —� �y Notes: Elevation View ,v �., �1 WATERTIGHT H-20 HATCH Cr r TYPICAL BIOCLERE 24 30 DETAIL 1. PIPE AND FITTING MATERIALS BILCO TYPE J H-20 OR ti TO BE PVC SCH. 40 APPROVED EQUAL W NOT TO SCALE FINISHED GRADE 01 2. ADAPTOR TO BE PREMANUFACNRED ?+ UNIT FOR CONNECTION OF PIPE TYPES. 1Lj PROVIDE FRAME AND COVER WATER METER - O(�I TO GRADE(TYP.) CLASS 200 WATER 5' IN V W TYPICAL WYE CONNECTION DETAIL TUBING NOT TO SCALE FlNISH GRADE OVER TANK LOAM & - FROM WELL— _TO DISTRIBUTION Sz W V • Q — FINISHED GRADE OVER SYSTEM m D-BOX .Ot PROVIDE ENCLOSURE INLET •• ,. !' ROVIDE RISER TO 4"SCH. 40.'-. ." WITHIN INSECT SCREEN a) PVC .ja.=?.,.,•gSt<^-,,.z4--i•_ ,•.y;;rrri. 6"OF FINAL GRADE PROVIDE MUSHROOM VENT EQUIPPED <n ® EL. 26.78 LOAM & WITH CARBON FILTER 6' OF 3/4' COMPACTED (�•ti Q p 4" SCH 40 PVC TO 12"MI 3" TREATMENT SYSTEM _SEED ORENCO CF4 OR APPROVED EQUAL CRUSHED STONE BASE MIN. EL. 26.53 L ':. I 12 CONCRETE BLOCKS E PROVIDE END CAP 1 E - 10" \l FLOW' FLOW '..' C e J MIN. MINIMUM f dT 00 -. U YSTEM VENT- 2" STOCK WATER METER & TANK PI — 0 >>' : M 3" $` '` ERFORATED SCH. 40 PVC, T (H Z c DROP ?" I SCH 40 PVC - a'SCH 40 PVC TO 4" tiE IN. 1/a` PERFORATIONS, NOT TO scaAF 3600 GAL GAS INLET EL 25.68- ',LEACHWG TRENCHESAX. INTERVAL 5' BETWEEN STORAGE BAFFLE 4:: I II DEL 25.51 NOTE: THE WATER SYSTEM COMPONENTS SHOWN HEREIN ARE CONCEPTUAL INI i ERFORATIONS, MIN. 2 ROWS(T P.) - I - i4 F PERFORATIONS NATURE AND ARE PROVIDED ONLY TO FACILITATE PERMITTING OF THE tnuu "I '� WASTEWATER FACILITIES. I m ' GAL k 6' OF 3/4" DE VENT FOR AREAS COMPACTED CRUSHED1� TORAGE I- - LEACHING TRENCHES I- - NDISTURBED UNDISTURBED STONE BASE:`" y• EARTH EARTH AE UNDE PAVEMENT. m L TYPICAL SYSTEM VENT WITHIN PAVED AREAS BEYOND PAVED AREAS LL E PROPOSED H-10 9 OUTLET DISTRIBUTION BOX DETAIL I - DETAIL J -�• .I I I . . I-'�I,I'�'•' I I-. ��-I, --.I1-I 6"OF 3/4"COMPACTED PROVIDE 9 OUTLET DISTRIBUTION BOXNSTALLED ON LEVEL STABLE BASE 1 NOT T1 F U CRUSHED STONE BASE INSTALL FIRST 2 FEET OF OUTLET PIPES LEVEL 3- (MIN.) BITUMINOUS 4`(MIN.) LOAM AND SEED PROPOSED 6.000 GALLON H-10 TWO COMPARTMENT CONCRETE PAVEMENT LIMIT FOR LOAM to SEPTIC TANK DETAIL COURSE) w (2" BASE COURSE, 1"TOP AND SEED Q NOT TO SCALE 6• 6' Im PAVEMENT LIMB FINISHED GRADE 3' PEASTONE _ (�') 3" PEASTONE - •-", EL 28.5t (TYPO rn IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllll LOAM & SEED 11111 11111111 IIIIIIIIIIItIIII11111 1,11IIIII,Illllllllllllllltllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIiIIIlllll IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII LOAM & SEED 12` (MIN.) COMPACTED ;r'`:<�y%?• �` S ..: l I Illllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .. GRAVEL BASE COURSE 9' MIN. � .. .. � �'� •'' D + 2'-0" c¢ ' SAC 36' MAX. BACKFILL - BACKFILL':" .. BACKFILL '�S_ :..'. I EL 25.7 METALLIC WARNING TAPE MIN V 5 _ -• LU - _ =I SELECT GRANULAR COMPACTED .. SELE R T I� PROVIDE 3' WIDE, 2"THICK BACKFlLL (NO STONES g 3 Po I - EXTRUDED POLYSTYRENE .+ >2. 95% COMPACTION) $ o - - 2.0' I I- I �-I INSULATION WHEN DEPTH OF �.,. - N - 3/4" - 1-1/2" DOUBLE WASHED I 2 , II I-I I Eli - 2 COVER IS LESS THAN 3' (USE -L- o z 1D STONE •-I - `i I - _ FOAMULAR 1000 AS 6`(WHEN INSULATION IS REQUIRED) x$ - EL. 23.0 11- MANUFACTURED BY OWENS ReWrrrwbn: - - - IT CORNING) GRADE "0i M4 c Ti.Ti- L_ I i r•T A I .I I11-III-1 -I� _ - rt- .r I I - h. SEWER PIPE, LAID TO 3 4"SCH. 40 ZONE AROUND PIPE AND a�= CMumt1E E'CL EO'CLOCIONS SET AT 5 & INSULATION (WHEN REQUIRED); /,gqy/ r " �u clw 7 O'CLOCK EVERY 5-FEET PVC L N 41367 c DISTRIBUTION 2' 6' 2' BACKFILL WITH PROCESSED SAND 4"IN EARTH Na 41]4T 68' S' MIN. LATERAL(TYP.) 8 IN ROCK N PRIMARY SECTION RESERVE SECTION PRIMARY SECTION TYPICAL TRENCH PROFILE ALE^' 1 IN EARTH 1N ROCKCD (i ZvtY I J-GROUNDWATER NOT ENCOUNTERED ESTIMATED GROUNDWATER EL 17.0 tlN��r UNDISTURBED TRENCH DETAIL FOR GRAVITY SEWER 5093 o EARTH LEACHING TRENCH DETAIL NOT TO sca_E NOT TO SCAL A II ,� 9 of 9 .. • BYE-•. �� ♦fA. .. /� 1 \ 1C 0-10 !-tE 6-1, 11� BYl•A 'ram\ 1O YIP IM MY oa3-= �� \ ` \ \. � 0-8 6-4 8-3 V. \ \ 13-: Um \ \ \ MAP 166 10!40 \ / \ 90-14 1 I 1 \ \ \ \' C :�': - •lib':' ::;' ::':;.:' ' 1 \ C c\B 1 1 , '� l r PC me B oB a '•�• '•\ .,.\, :•ice'. t•' .i. ;•' A. _ . ;..:. wit EY•S,ND aavExr �R a IL Ism AMMOHOUSE 7206 FA AV BYY1t ROUE 149 Bw-,a Le end Horsley Witten Group 2.}. 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