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0048 DICKINSON DRIVE - Health
48 DICKINSON DRIVE Marstons Mills A= 061 — 002 —001 SMEAD No.2-153LY UPC 12934 smead.com - Made In USA. ,µEcvc' q Islle SUSTAINABLE FORESTRY INITIATIVE Certified Fiber Sourcing wwwsfiprogram.org �a S3 i'vew oa-o n�Nf .�, TOWN OF BARNSTABLE Loca�I , ML— I �-N��\VE SEWAGE# O C -01 VILLAGE Iyl, i ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY. (type) (size) NO.OF BEDROOMS OWNER, JAI) . PERMIT DATE: 1 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility'(If any wetlands exist r within 300 feet of leaching facili ) Feet FURNISHED BY a? 'ch 23� l � 44 3 I No. I / / Fee D THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4pliCation for Bisposal 6pstem Construction Permit 1 I Application for a Permit to Construct Repair( ) Upgrade'(-1)"A0andon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �,p D l��,j n S1,911 Owner's Name,Address,and Tel.No. H&6- +--�r' Dr;v+� T llama•,, e� F C��pe. C Q T�� s��q,o Assessors Map/Parcel Win Installer's Name,Address,and Tel.No. SZ�FS) 31K 993 Designer's Name,Ad ess,and Tel.No. 1�f`Sl C.y L-tv�s ^Henn s k © i)14 ctss0c: Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder n ( ) Other Type of Building ken jd Q�ci ( No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33o gpd Design flow provided 3 3 gpd Plan Date CY I]q/ Q O/r'] Number of sheets Revision Date Title T— ktir 0 Size of Septic Tank Type of S.A. Q Description of Soil n� Q Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure a con tructi and maintenance o fore descri ed on-site sewage disposal system in accordance with the provisions of Title 5 the En e tal Code and n to lac the syste in operation until a Certificate of Compliance has been issued by this Boar Si ed IN Date ;DOt -4 Application Approved by Date !� / Application Disapproved by Date for the following reasons Permit No. Q-O%-7"-0 ZD 3 Date Issued �u No. �-� / / Fee 0 " . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for Misposal *pstrm Construction 3prrmit 'Application for a Permit-to Construct Repair( ) Upgrad,C andon( ) ❑Complete System ❑Individual Components Location Address or Lot No.-44:. I �Ot D 1 C.K%r)S Miner's Name,Address,and Tel.No. H Q -&r -7 -Or o& 1K 1 EL11-6C n, a £ Cua 2 C.ew, T")C, Sn�q 1 o Assessor's Map/Parcel L 1 "Oi A mil'-- L-1 P /t H r-ke 10 Installer's Name,Address,and Tel.No. �S0 5) 3g5-5 993 Designer's Name,Ad ess,and Tel.No. �ia�1 CcotT}t�G-FUr s �n C� _�"" k O kZ 1 i (C'rt SSGc. !y G 3 N `n 2d - - Ofnn is s �, ,n S - aecJSFer � '�s-$g(o`4,6o Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder n ( ) Other Type of Building 1 C,25 t e:(Tfl L No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ' 33 o gpd Design flow provided 3 gpd Plan Date Ofliql Q0jrj Number of sheets r n Revision Date Title Q �r l �• Size of Septic Tank Type of S.A.S. Description of Soil j n e, ©Qf Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure a con tructio and maintenance o Ir fore described on-site sewage disposal system in accordance with the provisions of Title 5 f the Env nme.tal Code and"ri to lac dthe syste r�in operation until a Certificate of Compliance has been issued by this Boar of I=Ilrl Si ed Date a0/ Application Approved by Date Application Disapproved by Date • for the following reasons_- Permit No. / a.3 Date Issued 3 d - ------- -- ---------------------------------------------------------------------------------- -- ------,- R °` Y THE COMMONWEALTH OF MASSACHUSETTS -- BARNSTABLE,MASSACHUSETTS ertificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(� Repaired( ) Upgraded( ) Abandoned( )by (�(� C�,C&-Q G4-0(S 0 G - - at he-2i- lt-r C) CCK n!,o„ (; L) /tj rz�l has been constructed inaccordance with the provisions of Title 5 and the for Disposal System Construction Permit No !% a�Jdated / 3(j Installer P Vv n C f-n rs - T^L Designer—ter C7 VC L�i #bedrooms 3 Approved design flow gpd The issuance of this perm't shall not beconstrued as a guarantee that the system yste ill 7�=on - signed. Date 2j �}}v�"� b Inspector ------. N ---- --- -------- ------ -- ------------------------------------------------- _-- -------------------- ------------- o r9 C/ 7'G Fee 5�0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction J)rr Yit Permission is hereby ff granted to Construct(V) Repair( ) Upgrade( ) Abandon( ) System located at t1(Tf ���g i (� ' n�/3n b6 V e- Ay and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction mu it bbe co leted within three years of the date of this permit. Date ) Approved by ------------- Town of Barnstable Regulatory Services Richard V.Scali,Interim Director "A iARNBI'ABI.�, � h,,3 Public Health Division ;' _O nt A Thoir as McKean,Director H= 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 ` Installer&Designer Certification Form Date: 3/21/2019 Sewage Permit# Assessor's Map\Parcel 61/01 Designer: J.M. O'Reilly&Associates, INC. Installer: PKM Contractors Address: P.O. Box 1773 Address: 313 Hokum Rock Road Brewster, MA 02631 East Dennis, MA 02641 On PKM Contractors was issued a permit'to install a (dat (installer) septic system at 48 Dickinson Drive based on a design drawn by (address) J.M. O'Reilly &Associates, INC. dated 1/25/2017 (designer) MU LQJ I certify that the septic system referenced above was.installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constr t AA ante with the terms of the 1XA approval letters(if applicable) 301IN M. Cal.F-114WIV �h� t s� O'REILLY a. (Installer's Signature) civlLl h10.36200 v (Designer's Signature) (Affix fids r tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION_. THANK YOU. Q:\Septic\Desiger Certification Form Rev 8-14-13.doc � i ,s own of Barapiable, P# >I 5 3 04 F o Department of Regulatory Services .uAnrsrama Public Health Division Date noes . � } 700 Main Street,Hyannis MA 02601 Date Scheduled Z" Time _FiIA Fee Pd. Soil Suitability Assessment for Sewage DisposaC Petformed By: 90�( F Rf l& EF..��1. Wrinos ed By: ' J• Btn�n S LOCATION&GENERAL INFORMATION LacafionAd toss I l7 (Jt ve� COL OwneesNeme��•� L''�j� �JYVGrn1 Al l� l f^nCJ1t Address�(,f/�llCi/t7 S7 lJr�i �O D As Psessor`stMay/Pa',e 6! �} I—Y UD[ Engineer's Name.).m.()gC•((4,t A$S OC, NEW CONSTRUCTIONREPAIR Telephoned��'Flit b'idl(@U� Land Use 4V a C Q i l Slopes(V.) Var i f S Surface Stones AIA atancesfrom: Open Wafer Body >1U81 A Poss3leWetArea OO L ft Drinking WaterWcll ?1d0IR (��• Drainage Way;�JOG l ft Pmparty Line >1 O l ft Other R SKETCH:(Street name,dimensions of lot,exact locations attest holes&pert tests,locate wetlands in proximity to hoies) - r - f �3/`! VIA, u•.9°' Lot I r7 .zaa I Parent material(geologic) A/��a� ��!] Depth to Bedrock �IV � s� Depth to Groundwater:Standing Water in Hole: (/V 1 t (� Weeping from PitFace{ /V 1A Estimated Seasonal High Groundwater Nb �(UlitnLL4 A9Q� Pyltgtnler@tri DETERMINATION 1 FOR SEASONAL HIGH WATER TABLE Method Used:A-1G e.selfrJfAA(Pf QI'1(otA-4tr-'A - Depth Observed sUnding in dye.We: in. Depth to sail mottles: is Depth to weeping from side ofobs.hole: in. Groundwater Adjustment & Lndcx Well ff Reading Date: Index Well level Adj.factor Adj.Groundwater JAM PERCOLATION TEST Dafe�oZ al«rime Observation `f� 1 �Q'�+°.Z Hole 0rime at 9" Depth ofPem l�J7Q►rf 'yg,++ryr Time at6' Start Pro-soakTmre(a) O 0 Time(9"-&') Fad Pre-soak Ratemnilarlt Site Suitability Assessment: Site Passed\ SiteFailed: Additional Testing Needed(YIN) !V ` Original:Public Health Division Observation Hole Data To Be Completed on Back--------- I 'If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:iSEPTTCIPERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture ' Soil Color Soil Other Surface(in.) (USDA) (Munse4l) Mottling (Stnictur%Stones,Boulders, Consistency. Caravel) y— 5" ,:�_6 AeC Sand >oyR7/tv navt.e 5=13a G Med soodl 10 YKM, h0"t DEEP OBSERVATION HOLE LOG Hole# o� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(n.) (USDA) (Munsell) Mottling (Sirudure,Stones,Boulders. 0-�1 s Cwsistertgy, Gravel) �.►d 16YR5/a nta" Med. Sane! 10 Ya 7(a Moyl e ��13a C Merk,�atnd 1aY12�'t� r�v�.e - DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Textron Soil Color Soil Other Surf=(in) (USDA) (Munsell) Mottling (Stroeture,Stones,Boulders, C.v+siet a %Gmvdl 11(W T ay g Med: 5aeA 10 YR 7 ip yt6" am-►aa C 5ciew 16YRtv/6 vvoAe DEEP OBSERVATION HOLE LOG Hole# y Depth from Soil Houton Soil Texture Soil Color Soil Other Surface(I FL) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. rrr `' Consistenw%Gravel) �� t� L®uAa rtx nyl� i0YA-5/a �Ut'tQ as B r►ed.San d 1-o X 2'71& noyV C Med. Sct,ut ►o Y 2 tplto nowt. Flood Insurance Rate Mau: Above SOD year Hood boundary No_ Yes Within 500 year boumdary No,Y Yes! within 100 year flood boundary No—% Yes Death of Naturally Occurring Pervious Material Does at least four feet ofnaturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally omirring ous material? Certification I certify that on y I r g�r (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expe ' xperience described in 310 CMR 15.017. Signature Date q:tsEMCirERCFORMDOC !I �tNMEr Town of Barnstable Growth Management Department 1639. 3,0g Zoning Board of Appeals ' •FD MPS h. "• E www.town.barnstable.ma.us/zoninJ board May 31, 2016 Wayne Miller, Chair Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: Comprehensive Permit (40B)for Habitat for Humanity: 536 River Road, Marstons Mills Dear Mr. Miller: Enclosed is a copy of a Comprehensive Permit request (No. 2016-025)filed with the Zoning Board of Appeals by Habitat of Humanity of Cape Cod, Inc. The request is to construct four, single-family, three-bedroom dwellings, each on an approximately a three-quarter of an acre lot. They are proposing to divide a 5.91 acre parcel into the four building lots and the remainder of the I ould be unbuildable open space and area for an access road. The affordabili of t ,e two units ill be preserved in perpetuity via a Department of Housing and ro—mm—unity Deve ocal Initiative Program Deed Rider. The Applicant is requesting aivers from the minimum lot area requirements of the Zoning Ordinance to divide the existing rcel into four buildable lots, in addition to waivers from the Zoning Ordinance and nl��f Subdivision Regulations as outlined in the attached. The Comprehensive Permit process designates the Zoning Board of Appeals as the local permitting board. In accordance with 760 CMR §56.05(3) you are invited to participate in the 1` \)V-AS ' Board's review of this permit. Should you find you need more information, please don't �l hesitate to contact me. The public hearing is scheduled to be opened on June 22, 2016 at 7:00 PM in the Hearing Room located at Town Hall, Second Floor, 367 Main Street, Hyannis, MA. Comments may be provided to the Board and will be read into the record at the hearing. Please submit comments by June 10, 2016. On behalf of the Board, thank you for your participation and assistance. Respectfully, Elizabe a ins, AICP 4—Reg�u'l�ato`ry/ esign Review Planner Growth Management Department elizabeth.jenkins@town.barnstable.ma.us 508-862-4736 cc: Thomas McKean, Public Health Director ��THETa,� Town, of Barnstable °^ Growth Management Department . &AMST LF r 9 �Et6yg. Zoning Board of Appeals // ? 16J9 �� www.town.barnstable.ma.us/zoningboard of 8ARO��� May 31, 2016 Wayne Miller, Chair Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: Comprehensive Permit (40B) for Habitat for Humanity: 536 River Road, Marstons Mills Dear Mr. Miller: Enclosed is a copy of a Comprehensive Permit request (No. 2016-025) filed with the Zoning Board of Appeals by Habitat of Humanity of Cape Cod, Inc. The request is to construct four, single-family, three-bedroom dwellings, each on an approximately a three-quarter of an acre lot. They are proposing to divide a 5.91 acre parcel into the four building lots and the remainder of the land would be unbuildable open space and area for an access road. The affordability of the two units will be preserved in perpetuity via a Department of Housing and Community Development Local Initiative Program Deed Rider. The Applicant is requesting waivers from the minimum lot area requirements of the Zoning Ordinance to divide the existing parcel into four buildable lots, in addition to waivers from the Zoning Ordinance and Subdivision Regulations as outlined in the attached. The Comprehensive Permit process designates the Zoning Board of.Appeals as the local permitting board. In accordance with 760 CMR §56.05(3) you are invited to participate in the Board's review of this permit. Should you find you need more information, please don't hesitate to contact me. The public hearing is scheduled to be opened on June 22, 2016 at 7:00 PM in the Hearing Room located at Town Hall, Second Floor, 367 Main Street,.Hyannis, MA. Comments may be provided to the Board and will be read into the record at the hearing. Please submit comments by June 10, 2016. On behalf of the Board, thank you for your participation and assistance. Respectfully, Elizabe a ins, AICP—Regulatory/ Design Review Planner Growth Management Department elizabeth.jenkins@town.barnstable.ma.us 508-862-4736 cc:Thomas McKean, Public Health Director r sAmP: c O d 5" ALUMINUM GUTTER OVER U u I X B PINE FASCIA, PAINTED w I X B PINE FREIZE, CAP SHINGLES OVER IDGE PAINTED CONTINUOUS RIDGE R z _ VENT p z� s O O D a a 0 0 0 ARCHITECTURAL c ASPHALT SHINGLE o 1. _ ROOFING OVER ER rDe UNDER LAYERS ASEIEIEIEI� REQUIRED BY EB rf�- CODE SOLAR Z PHOTOVOLTAIC O 0 Q PAN€1-5 =U O O w b ' C C w m 6 O Q c > Q j C Z HLI JUL EE TH FUT TIF ol D VINYL SHUTTERS, Ll :1TYPICAL ME: ELEVATION IST FL R 3 BR RANCH W/ PORCH LEFT DATE LMED: Dy2]/2016 PORCH W/ < X 6 P.T. PILASTER AND CROSSHEAD CLAD WOOD WINDOWS W/ I X FIBER CEMENT REvuron�s. DECKING AND PINE DOOR TRIM 4 PINE CASING, PAINTED CLAPBOARD SIDING, RISERS, PAINTED AT ±4" T.W., PAINTED ,FRONT ELEVATION - 3 BR RANCH DMMBY: ^� PROJECT.: Jf DRAWING NO.: 1✓f A211 L L r STAMP: TOTAL GROSS SF 1,200 SF ULKF#E D,DOO 44'-0" �m m� a� SINK o U i w DW i BATH LL i i �U mz o N zU t Z� �s ANGE O U ' DINING KITCHEN C)O ; "' BEDROOM I m 108 SF 102 SF III 150 SF ':e � OILLO. 8 w i w EA- w I CL w m o ' E�RiG. - t" i CLO CLO. z QQ C] f O = O a0 OC J rATT1C -- -- o C w C c Q I ACCtSS HALLWAY OW DER m W C LIVING �20 OOM a O ABV o, n m 252 SF DN = CLO. z =====CLO===== 4 u 5 TITLE: CL 5 FLOOR PLAN 3 BR RANCH W/ PORCH LEFT " ',STA I R s BEDROOM 3 BEDROOM 2 0 105 SF 101 SF DATE SSIJED: ON23/2016 f RE�M1SIOIIS: y L } o DRAM BY: � a y .. _ _.... PROJECt#: DMImZ MD.: 20'_0" 24'-0" FLOOR PLAN - 3 BR RANCH Al L l L x ;� 1 SCALE 114" = V-O" • • ' Habitat for Humanity of Cape Cod 4 411 Main Street Suite 6 • Yarmouthport, MA 02675 • 508-362-3559 www.habitatcapecod.org Town of Barnstable Zoning Board of Appeals 200 Main Street Hyannis, MA 02601 APPLICATION FOR A COMPREHENSIVE PERMIT MGL Chapter 40B,Sections 20-23 and 760 CMR 56.00 Applicant: Habitat for Humanity of Cape Cod, Inc. Site: 536 River Road, Barnstable Project Name: River Road Community Housing Date: May 24, 2016 e'd vNARRATIVE: IL PG�irLFLr OVLC�ry{'•.i': Habitat for Humanity of Cape Cod, Inc. proposes to build four new,three-bedroom affordable homes on 5.9 acres of land located at 536 River Road, Marstons Mills (see Exhibit C for Site Plan, Exhibit D for Architectural Plans, and Exhibit E for Location, Maps and Photographs).The land is currently vacant, mostly level and wooded. It is located in a single-family residential area. The permitting sought is via Massachusetts General Laws, Chapter 40B. Habitat proposes four single family housing lots, sized at approximately three quarters of an acre.The remaining land would be unbuildable open space and area for access road.The underlying zoning is Residential (RF). The site is in the Wellhead Protection Overlay District and the Resource Protection Overlay District. Minimum lot size , for this zoning is 2 acres, minimum frontage required is 150',front yard setback is 30', and side and rear yard setbacks are 15'.. See Exhibit L for specific waivers being requested. The site is not in a Federal Emergency Management Agency (FEMA) Special Flood Hazard Area (SFHA). The site has access to electrical service, and has access to town water. There is no municipal sewer, so the homes will require private on-site sewage disposal systems.The proposal will conform to all Barnstable Board of Health requirements;with a total of 12 bedrooms it is significantly below the maximum allowed.The site is mapped as a Massachusetts Natural Heritage and Endangered Species (NHESP) Priority Habitat of Rare Species and Estimated Habitat of Rare Wildlife.A Massachusetts Habitat for Humanity I River Road Community Housing Comprehensive Permit Application I May 2016 Endangered Species Project Review Checklist was previously submitted to NHESP. On February 19, 2016 Habitat for Humanity received a NHESP determination that the project would not result in a prohibitive taking (see Exhibit F). Habitat for Humanity of Cape Cod will use our will use our tried-and-true "sweat-equity" model to build the River Road homes. With this model our selected purchaser-families will partner with Habitat and devote 250 to 500 hours building their homes alongside community volunteers.This promotes homeowners who are well educated on building and maintenance, and fosters a true sense of community. Habitat works closely with our buyers, not just through a rigorous application process, but throughout the construction period, providing significant homebuyer education including preparation for closing, budget counseling, and workshops in caring for their home and landscaping. Sweat equity and pre-purchase workshops have proven to be key elements in fostering successful homeownership. Habitat also partners with our communities, seeking donations of materials, professional services, and labor. We strive to make our homes welcome in a neighborhood and to be good neighbors. Habitat works to create a collaborative spirit where a whole community can be actively involved in helping to address the affordable housing crisis. All four homes will be affordable in perpetuity. Habitat offers 100%of the project as affordable; not simply the minimum 25%as required by law, as providing affordable housing is our mission.Affordability will be b protected Department p y a epa tment of Housing and CommunityDevelopment DHCD Local Initiative p (DHCD) Program (LIP) Deed Rider and the home will count on Barnstable's DHCD Subsidized Housing Inventory (SHI).The home will be affordable to very-low income households; households earning at or less than 65%of Area Median Income. Home sale price will be at or around $140,250(prices may be adjusted slightly higher based on Area Median Income and calculations at time of marketing). With quality, desirable single-family homes priced affordably, Habitat for Humanity creates homeownership opportunities for families at income levels not served by other affordability programs. We are an experienced developer, having created 98 affordable Cape Cod homes since our founding as an affiliate of Habitat for Humanity International in 1988. We have recently had great success in Barnstable with our homes on Ginger Lane, Sesame Street, and Old Stage Road. We look forward to continuing to create more Barnstable homes. Habitat for Humanity of Cape Cod works in partnership with families in need to build homes, hope, lives and community. 760 CMR 56.04(4) Findings in Determination 760 CMR 56.04(4) (a)-(e):The proposed River Road project is eligible under the Department of Housing and Community Development(DHCD) Local Initiative Program, as evidenced by the Project Eligibility Letter, to be attached as Exhibit G.The site is generally appropriate, the project design is generally appropriate,the project appears financially feasible and DHCD, in the role of Subsidizing Agency, has reviewed initial pro formas and found them financially feasible. Habitat for Humanity I River Road Community Housing Comprehensive Permit Application I May 2016 760 CMR 56.04(4)(f): Habitat for Humanity of Cape Cod, Inc. is a non-profit and §501(c)(3) organization. See Exhibit H for IRS Letter of Determination. 760 CMR 56.04(4)(g): Habitat for Humanity has control of the site. See Exhibit I. 760 CMR 56.03 Methods to Measure Progress Toward Local Affordable Housing Goals A Zoning Board of Appeals Comprehensive Permit denial shall be upheld if certain Statutory Minima are met. Barnstable has not met these Minima and should therefore grant the Permit as requested. 760 CMR 56.03(1)(a) Barnstable has not met the Computation of Statutory Minima. See Exhibit J,The Department of Housing and Community Development, Chapter 40B Subsidized Housing Inventory(SHI) as of December 5, 2014. As shown, Barnstable, at 6.7%, has not met the 10%goal set forth in MGL Chapter 40B.There is no claim that Barnstable has met either of the Land Area Minima as listed in 760 CMR 56.03(3). 760 CMR 56.03(1)(b) Barnstable is not listed on the Department of Housing and Community Development web site as a "Certified Community" under an approved Housing Production Plan. Exhibit J, Certified Communities, Revised November 6, 2015. 760 CMR 56.03(1)(c) There is no claim that Barnstable has made recent progress towards the Statutory Minima in accordance with 760 CMR 56.03(5). 760 CMR 56.03(1)(d) The River Road project, at two units, is not a "large project" as defined in the Regulations. 760 CMR 56.03(1)(e) The River Road project is not a "related application, previously received", as defined in the Regulations. Application Materials As part of our application, in the following pages, please find the "Town of Barnstable Application For Comprehensive Permit"the attachments referenced in this letter,the attachments required as part of the Barnstable application as well a check in the amount of$200 payable to the Barnstable Patriot, to serve as a deposit for costs of legal advertisement. Note that as a Local Initiative Program application there is no filing fee. We have also included twenty-four U.S. Post Office "forever" stamps and twenty- four postcard stamps, as required for the abutter notification. See Exhibit K, "Zoning Board of Appeals Habitat for Humanity I River Road Community Housing Comprehensive Permit Application I May 2016 List". Also include with Exhibit K is a letter sent to this list, keeping the neighborhood informed of our plans. Conclusion We respectfully request approval of our River Road Project as submitted. As a Local Initiative Program application, this project has been endorsed by both the Town Manager and the Affordable Housing Committee. Habitat has submitted an application to the Community Preservation Committee for project funding which was supported unanimously and is now in the process of being forwarded to Town Council. This project has considerable local support, and Habitat is a well-known and well-respected developer of high-quality affordable housing. Habitat for Humanity I River Road Community Housing Comprehensive Permit Application I May 2016 : KASS, TOWN OF BARNSTABLE '41 iv Zoning Board of Appeals Application for a Comprehensive Permit , MGL Chapter 40B,Sections 20-23 and 760 CMR 56.00 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 MG Chapter 40B, Sections 20-23 and 760 CMR 30.00 & 31.00: Applicant Name: Habitat for Humanity of Cape a Cod Inc. Phone. 508-362-3559 Applicant Address: 411 Route 6a, Yarmouthport MA Fax: 508-362-3569 Applicant Status: (Check one) [ ]Public Agency on-Profit Organization [ ] Limited Dividend Corporation Attachment A-Attach Documentation of Applicant Status Name of Proposed Development: River Road Community Housing Subsidizing Agency: Department of Housing and Community Development(DHCD) Subsidy Program: Local Initiative Program (LIP) Attachment B—Project Eligibility Letter Property Location: 536 River Road, Barnstable P Property Owner: Habitat for Humanity of Cape Cod, Inc. , Phone: Address of Owner: Assessor's Map/Parcel Number: Map 61/Parcel 2 Zoning District: Residential RF Groundwater Overlay District: Well Protection Overlay District, Resource Protection Overlay District Existing Level of Development of the.Property-Number of Buildings: (if applicable) not applicable Present Use(s): Vacant Gross Floor Area: sq.ft. Attachment C-Existing Conditions: report on existing site.conditions and a summary of conditions in the. surrounding areas,showing the location and nature of existing buildings, existing street elevations, traffic patterns and character of open areas, if any, in the neighborhood. Short Project Description': Habitat proposes to build four single family 3-bedroom homes each on an approximate 3/4 acre lots.All homes will be built using Habitat's tried-and-true swe at equity model will be sold affordably, and affordability will be protected in perpetuity via a Department of Housing and Community Development Deed Rider Attachment D-Site Development Plans- relimina ry sit o development plans showing the locations and outlines of proposed buildings;the proposed locations, general dimensions and materials for streets, drives, parking areas, walks and paved areas;and proposed landscaping improvements and open areas within the site. Attachment G-Preliminary Utilities Plan-showing the proposed location and types of sewage, drainage, and water facilities, including hydrants Attachment E-Preliminary,Scaled,Architectural Drawings, including typical floor plans, typical elevations, and sections, and construction type and exterior finishes Attachment F- tabulation of proposed buildings by type, size(number of bedrooms, floor area)and ground coverage, and a summary showing the percentage of the tract to be occupied by buildings, by parking and other paved vehicular areas, and by open areas; Attachment G(if applicable)-where a subdivision of land is involved, a preliminary subdivision plan; Attachment I-List of Requested Waivers-List of all public agencies,boards and Commissions who's review and approval would normally be required of the project and for which the applicant is seeking variance, waivers and approval from the Zoning Board of Appeals in accordance.with MGL Chapter 40B Development Team Applicant's Attorney: Warren Brodie, Law Offices of Warren H. Brodie PC Phone: 781-235-1100 Address: 40 Grnve Street, Ste 220 Wellesley. MA 02482 Fax: Applicant's Engineer: John O'Reilly, JM O'Reilly and Associates, Inc. . 508-896-6601 g Phone. Address: PO Box 1773, Brewster, MA 02637 Fax: Applicant's Architect: Brown, Lindquist, Fenuccio& Raber Phone: 508-362-8382 J Address: 203 Willow Street,Yarmouthport, MA 02675 Fax: Attachment]-Developers Profile-Narrative of Developer's experience and qualification to successfully complete project Signature: (signature on original) Date: Applicant's or Representative's Signature Representative's Address: Phone: contact: Leedara Zola 508-280-6144 Fax No.: e-mail Address: Izola@habitatcapecod.org ' Note—The Project Description will be used in drafting the public notices. i Town of Barnstable Zoning Board of Appeals Agreement to Extend Time Limits for Holding of a Public Hearing on a Comprehensive Permit In the Matter of Habitat for Humanity of Cape Cod Inc., River Road Community Housing ,the Applicant(s); and the Zoning Board of Appeals, pursuant to Mass. General Laws, Chapter 4013, 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: Zoning Board: Signature: (signature on original) Signature: Applicant or Applicant's Representative Chairman or Acting Chairman Print: Victoria Goldsmith Print: Date: 5-24-16 Date: Address of Petitioner(s) or Petitioner's Representative Habitat for Humanity,411 Main St/Rt 6a, Suite 6 Zoning Board of Appeals Office Yarmouthport, MA 02675 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 MAMP: C O d U U w SOLAR U RIDGE PHOTOVOLTAIC N PANELS z w 52 I X 3 OVER I X B PINE O U $ RAKE BOARDS, PAINTED m MEEa -3 0 12 MB 6 Z � boo ZD Oc J O Q c > Q " U > Of z Qoc mLLILI m th DO CLAD WOOD WINDOWS W/ I X 4 PINE CASING, PAINTED LIRE: ELEVATION IST FLOOR I X 6 PINE 3 BR RANCH W/ CORNERBOARDS, PORCH LEFT PAINTED DATE ISSUED: ON2312016 PORCH W/ a X 6 P.T. REVISIONS: ! DECKING AND PINE RISERS, PAINTED LEFT SIDE ELEVATION - 3 BR RANCH0 f SCALE 14" = P-O" PROJEC p: l� DRAWWG NO.: 2 A2,2L r swoop: c O d U U z FCAP SHINGLES LL OVER C RIDGE CONTINUOUS a Z _ RIDGE VENT z- zcs - o �B �B - 5" ALUMINUM - - GUTTER OVER Z p IXB PINE FASCIA, p O PAINTED =() Oa c w C w Lv C m Oadc > Q LL U w C IXB PINE Z FREIZE, PAINTED Q LLO C Q I X PINE ® a E n m CORNERBOARDS, T TYPICAL CLAD WOOD WINDOWS W/ I X BILCO TYPE "C" 4 PINE CASING, CLASSIC SERIES PAINTED BULKHEAD DOOR, RE: PAINTED WHITE CEDAR ELEVATION IST FLOOR SHINGLE SIDING AT 3 BR RANCH W/ T.W. PORCH LEFT WE ISSUED: OS/2M016 j REVISIONS: y I REAR ELEVATION - 3 BR RANCH OmWNw: SCALE 114" = 11-0" Fmjh Tk: 9t DRAWING NO.: ;s A2,3L r STAMP: wQ C ;R¢a¢ O zE U U z EQ U 50LAR o N PHOTOVOLTAIC PANELS J U z- g pU w$ m cQ g �8 0 12 I X 3 OVER I X B PINE 6 RAKE BOARD5, PAINTED WHITE CEDAR SHINGLE 51DING AT ±5" T.W. Z q 0 0 ?0 ¢ 0 O � C wqq C C m O U w C N LL > Z ® ® as O C m T I X G PINE W/AI XWP INE ICAS NG, CORNERBOARD5, PAINTED TYPICAL BILCO TYPE "C" CLA551C ME: SERIES BULKHEAD DOOR, ELEVATION PAINTED IST FLOOR 3 BR RANCH W/ - - -— PORCH LEFT DAZEL ED: OS/23/2D16 REVISIONS: 1 L RIGHT SIDE ELEVATION - 3 BR RANCH DRAWN9: #: � SCALE /4" _ '-0" PROJECT - DRAWING A2T4L STAMP: BULK ffDR," TOTAL GROSS SF 1,200 SF 4W-0" c m w mm m mr sa 1 U I w I I BATH pw ---- Z �I i oU ----' z- s III i GE I III BEDROOI KITCHEN DINING �� w m o 150 SF cLo. 102 SF 108 SF 'Elm■ ; III I � III - I tNT ■B n III I III I C III FRIG. Q' Z -- L CLOT 1t N ° Q Q O = UC) � Lu o -- --- _ FATTIL O Q w j N m POW DE HALLWAY �aBvAss Q ° LL c z ROO L20.3� LIVING m 0 252 SF $ CL ME: L' 111 III FLOOR PLAN 3 BR RANCH W/ III PORCH RIGHT S I A I I� II I BEDROOM 2 BEDROOI"13 e F DA E ISSOED: 101 SF 105 S 05/23/201h REVISIONS: II O 112 Sr 7 DRAWN BV: IWS a PROJECT#: DRAWING NO.: � 24'-0,� 20�_0�� 7 Al 1 R FLDOR PLAN - 3 BR RANCH N 1 SCALE 114" = I'-0" L snoop: c 4c °A O a U u _ 5" ALUMINUM GUTTER OVER O I X B PINE FASCIA, PAINTED w CAP SHINGLES I X B PINE FREIZE, o OVER CONTINUOUS PAINTED RIDGE RIDGE VENT ARCHITECTURAL �. e o$ASPHALT = SHINGLE - '0ROOFING OVER El� El 1:1 - UNDERLAYMENT LAYERS AS REQUIRED BY - CODE _ SOLAR - z PHOTOVOLTAIC O p O PANELS =U O c ui C C w Q r O Q w n � LUL > Cz FIT 2 uiH � ® � ® ® ® m O c m VINYL 5HUTTE ° TYPICAL ELEVATION I5T FLOOR 3 BR RANCH W/ PORCH RIGHT DAIS OSUED: DS23I2016 FIBER CEMENT CLAD WOOD WINDOWS W/ I X PILASTER AND CRO55H PORCH W/ X 6 P.T. RENSIDNS: CLAPBOARD 4 PINE CASING, PAINTED DOOR TRIM - SEE DETAIL DECKING AND PINE SIDING, AT t4" RISERS, PAINTED T W PAINITI'D a FRONT ELEVATION — 3 BR RANCH A I PROJECT#: I SCALE 114" = I'-0" - 2 DRAWING NO.: A2,1 R r SIAMP: C O € U " z z ci SOLAR o N PHOTOVOLTAIC __ _ _ _ _ RIDGE_ PANELS �— U " zw �s 1 X 3 OVER I X B PINE c RAKE BOARDS, PAINTED 12 ie i 6 � Q _U u LLULu C C m Q I JUL " c oc m0 cm CLAD WOOD WIND W/ I X 4 PINE CASING, PAINTED TIRE: ELEVATION I X b PINE 3 BR RANCH W/ I5T FLOOR CORNERBOARD5, PORCH RIGHT PAINTED DATE ISSUED: OS/23/2U16 PORCH W/ a X 6 P.T. REVISIONS: i DECKING AND PINE RISERS, PAINTED RIGHT SIDE ELEVATION — 3 BR RANCHO DRaWN�: (/ SCALE 14" = 1'-0" PRaecT x: _ 2 DRAWING NO.: A2E2R L r SNMP. QC C n rS 0 U U Z CAP SHINGLES - LL OVER CONTINUOUS m RIDGE VENT RIDGE a _— ZU z� s pU w� �e �B R 5" ALUMINUM GUTTER OVER Z 0 IXB PINE FASCIA, O PAINTED =U O O twq C d C w Q Q C I X B PINE `�U j C z FREIZE, PAINTED ® ® I X b PINE m U C E m CLAD WOOD CORNERBOARD5, WINDOWS W/ I X TYPICAL 4 PINE CASING, PAINTED LIRE: WHITE CEDAR ELEVATION SHINGLE SIDING AT I5T FLOOR 3 BR RANCH W/ t5" T.W. - - -— PORCH RIGHT on E MED: 0.5 2WM16 j I REVISIONS: REAR ELEVATION - 3 BR RANCH DMW BY ^� �! SCALE 114" = V-0" PROJECT M: oRavnnic rro.: A2E3R L STAMP: C R¢n p . U ZE z U SOLAR 5 6 PHOTOVOLTAIC z U < PANELS " Zoo x IFEB pU �$ 0 12 B IX3 OVER IXBPINE 6 F E RAKE BOARDS, PAINTED WHITE CEDAR SHINGLE SIDING AT ±5P T.W. Z � 0 Q O C CSC Icm O Q w Q O c m Q ® m n m CLAD WOOD WINDOWS - _ SEE WINDOW SCHEDULE W/ I X 4 PINE CASING, PAINTED I X 6 PINE CORNERBOARDS, BILCO TYPE °C° CLASSIC TYPICAL® E' SERIES BULKHEAD DOO , ELEVATION PAINTED IST FLOOR 3 BR RANCH W/ - PORCH RIGHT DAZE ISSUED: 05123✓1016 REV OtZ: L——_—J LEFT SIDE ELEVATION - 3 BR RANCH !i1 PROJECT N: SGALE /4" _ -O" _ 1! DRAWING NO.: A2AR I RIVER ROAD • . • NSTABLE WAIVERS REQUESTED APPLICATION FOR A COMPREHENSIVE PERMIT MGL Chapter 40B, Sections 20-23 and 760 CMR 56.00 Applicant: Habitat for Humanity of Cape Cod, Inc. Site: 536 River Road, Marstons Mills Project Name: River Road Community Housing Date: June 22, 2014 WAIVERS REQUESTED: Habitat for Humanity of Cape Cod, Inc. requests the following waivers from local code and regulations in order to promote the creation of affordable housing. Code of the Town of Barnstable, Chapter 240,Zoning §240-7Application of district regulation: request waiver from the requirement of conformance . to district regulations. Request waiver from one-acre minimum lot area requirement of the RF District and the two acre minimum lot area requirement of the Resource Protection Overlay District. Request waiver from lot shape factor requirement of 22 or less. §240-14 RF Residential Districts: request waiver from the requirement subsection E, Bulk Regulations, Minimum Lot Area, Minimum Lot Frontage, Minimum Front Setbacks, Minimum Side Setbacks and Minimum Rear Setbacks. §240-36-D Resource Protection Overlay District regulations: Request waiver from the requirement of the Resource Protection Overlay District minimum lot area requirement of 87,120 square feet. Town of Barnstable, Massachusetts,Subdivision Rules and Regulations As project is being submitted under MGL Ch 40B, permit granting authority is Zoning Board and not the Planning Board. Planning Board submission and procedural requirements do not apply. §2-1 Definitions and Abbreviations: request waiver from requirements of street length of less than five hundred feet in "Street—Minor B" so that subdivision roadway will be classified at a Minor B Street. Page 11 §3: Requirements for the Submission and Approval of Plans: request waiver from section as a whole, as the project is being submitted to the Zoning Board of Appeals under MGL Ch 40B. §4-2.2 Width, Alignment and Grades of Streets: request waiver from requirements of width, alignment and grading. §4-3.1Drainage: request waiver from subsection 1 and subsection 2, submission and design requirements; all drainage systems will meet requirements of subsection 3. §4-3.3(3), (8) and (9) Storm Drains: Request waiver from requirements as listed for Best Management Practices, requirements for diameter, slope and design velocity, and requirements for fail safe feature. §4-5 Sidewalks: Request waiver from requirement of sidewalks. §5-3 Clearing, Grubbing and Excavation: Request waiver from requirements of clearing, g grubbing and excavation §5-5 Drainage Systems: §5-5.2 and §5-5.3: Request waiver from requirements pertaining to Storm Drains and Catch Basins §5-8 Roadway Foundation: Request waiver from requirements for roadway foundation §5-9 Roadway Surface: Request waiver from requirements for roadway surface §5-16 Monuments: Request waiver from strict adherence of requirements for setting monuments. §6 Inspection: Request waiver from requirements for Inspections; inspection shall be as mutually agreed between Town Engineer and Applicant's Engineer §7 Fee Schedule: Request waiver from Planning Board fees as project is permitted through Zoning Board of Appeals. Appendix A—Plan Electronic File Requirements: Request waiver from electronic filing requirements Page 12 lr'. TABULATIONOF PROPOSED APPLICATION FOR A COMPREHENSIVE PERMIT MGL Chapter 40B, Sections 20-23 and 760 CMR 56.00 Applicant: Habitat for Humanity of Cape Cod, Inc. Site: 536 River Road, Barnstable Project Name: River Road Community Housing Date: May 24, 2016 TABULATION OF PROPOSED BUILDINGS: Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 TOTAL SITE Home Type Single Single Single Single --- --- --- --- --- Family Family Family Family Bedrooms/ 3/1.5 3/1.5 3/1.5 3/1.5 Bathrooms Floor Area 1200 1200 1200 1200 --- --- --- --- --- Lot size 30,700 35,100 30,625 33,625 22,012 10,076 39,180 28,823 257,230 sq ft 5.9 acres Lot Coverage(sq ft and Building 1,400 1,400 1,400 1,400 ___ 5,600 4.6% 4.0% 4.6% 4.2% 2.2% Est. Parking/ 1,00o 1,100 1,050 1,000 4,150 Driveway 3.3% 3.1% 3.4% 3% 1.6% Open Areas 28,300 32,600 28,175 31,225 22,012 10,076 39,180 28,823 220,391 92.2% 92.9% 92% 92.9% 85.7% Roadway area is 27,080 sq ft, the paved area is approximately 13,000. Road layout is approximately is 10.5%of site and the paved are is approximately 5% Department of Housing and Community Development Chapter 40B Subsidized Housing Inventory(SHI) as of December 5,2014 2010 Census Year Total Round Housing Development Community Units Units SHI Units Abington 6,364 511 478 7.5% Acton 8,475 1,107 551 6.5 Acushnet 4,097 133 103 2.5% Adams 4,337 321 321 7.4% Agawam 12,090 499 467 3.9 Alford 231 0 0 0.0% Amesbury 7,041 869 505 7.2% Amherst 9,621 1,081 1,034 10.7% Andover 12,324 1,428 1,145 9.3% Aquinnah 158 41 41 25.9% Arlington 19,881 1,429 11121 5.6% Ashburnham 2,272 147 32 1.4% Ashby 1,150 0 0 0.0% Ashfield 793 2 2 0.3 Ashland 6,581 346 241 3.7% Athol 5,148 247 247 4.8% Attleboro 17,978 1,177 11177 6.5% Auburn 6,808 242 242 3.6% Avon 1,763 74 74 4.2 Ayer 3,440 456 290 8.4% Barnstable 120,550 1,832 1,373 6.7% Barre 2,164 83 83 3.8% Becket 838 0 0 0.0% Bedford 5,322 1,087 902 16.9% Belchertown 5,771 398 372 6.4% Bellingham 6,341 702 537 8.5% Belmont 10,117 392 380 3.8% Berkley 2,169 139 24 1.1% Berlin 1,183 222 65 5.5% Bernardston 930 24 24 2.6% Beverly 16,522 2,142 1,946 11.8% Billerica 14,442 1,487 857 5.9% Blackstone 3,606 165 123 3.4% Blandford 516 1 1 0.2% Bolton 1,729 192 64 3.7% Boston 269,482 52,453 49,324 18.3% Bourne 8,584 1,227 596 6.9% Boxborough 2,062 327 24 1.2% Boxford 2,730 64 23 0.8% , (1 Boylston 1,765 26 24 1.4% Braintree 14,260 1,636 1,098 7.7% Brewster 4,803 293 246 5.1% Bridgewater 8,288 579 524 6.3% Brimfield 1,491 80 80 5.4% Brockton 35,514 4,485 4,485 12.6% Brookfield 1,452 47 41 2.8% Brookline 26,201 2,634 2,111 8.1% Buckland 866 3 3 0.3% Burlington 9,627 1,395 993 10.3% Cambridge 46,690 7,174 7,084 15.2% Canton 8,710 1,180 1,075 12.3% Carlisle 1740 52 46 2.6% Carver 4,514 146 146 3.2% Charlemont 615 3 3 0.5% Charlton 4,774 83 83 1.7% Chatham 3,460 176 170 4.9% Chelmsford 13,741 1,545 1,169 8.5% Chelsea 12,592 2,130 2,125 16.9% Cheshire 1,481 0 0 0.0% Chester 585 22 22 3.8% Chesterfield 524 17 17 3.2% Chicopee 25,074 2,588 2,551 10.2% Chilmark 418 3 3 0.7% Clarksburg 706 8 8 1.1% Clinton 6,375 549 549 8.6% Cohasset 2,898 325 311 10.7% Colrain 731 0 0 0.0% Concord 6,852 766 710 10.4% Conway 803 0 0 0.0% Cummington 426 16 16 3.8% Dalton 2,860 158 158 5.5% Danvers 11,071 1,472 1,109 10.0% Dartmouth 11,775 959 929 7.9% Dedham 10,115 1,152 1,107 10.9% Deerfield 2,154 33 33 1.5% Dennis 7,653 349 335 4.4% Dighton 2,568 417 115 4.5% Douglas 3,147 183 140 4.4% Dover 1,950 69 17 0.9% Dracut 11,318 1,004 719 6.4% Dudley 4,360 104 104 2.4% Dunstable 1,085 0 0 0.0% Duxbury 5,532 441 196 3.5% East Bridgewater 4,897 230 173 3.5% East Brookfield 888 0 0 0.0% East Longmeadow 6,072 504 436 7.2% Eastham 2,632 59 50 1.9% Easthampton 7,567 505 449 5.9% Easton 8,105 629 531 6.6% Edga rtow n 1,962 94 89 4.5 Egremont 596 0 0 0.0% Erving 778 0 0 0.0% Essex 1,477 40 40 2.7% Everett 16,691 1,314 1,314 7.9% Fairhaven 7,003 473 473 6.8% Fall River 42,650 4,927 4,831 11.3% Falmouth 14,870 1,231 963 6.5% Fitchburg 17,058 1,656 1,655 9.7% Florida 335 0 0 0.0% Foxborough 6,853 621 611 8.9% Framingham 27,443 2,870 2,870 10.5% Franklin 11,350 1,543 1,078 9.5% Freetown 3,263 98 80 2.5% Gardner 9,064 1,297 11297 14.3% Georgetown 3,031 354 354 11.7% Gill 591 24 24 4.1 Gloucester 13,270 986 951 7.2% Goshen 440 6 6 1.4% Gosnold 41 0 0 0.0% Grafton 7,160 642 325 4.5 Granby 2,451 66 66 2.7% Granville 630 3 3 0.5% Great Barrington 3,072 316 244 7.9% Greenfield 8,325 1,160 1,143 13.7% Groton 3,930 378 212 5.4% G rovela nd 2,423 137 80 3.3 Hadley 2,200 285 285 13.0% Halifax 2,971 28 28 0.9% Hamilton 2,783 124 84 3.0% Hampden 1,941 60 60 3.1% Hancock 326 0 0 0.0% Hanover 4,832 455 455 9.4% Hanson 3,572 270 148 4.1% Hardwick 1,185 22 22 1.9% Harvard 1,982 279 110 5.5% Harwich 6,121 333 333 5.4% Hatfield 1,549 47 47 3.0% Haverhill 25,557 2,694 2,465 9.6% Hawley 137 0 0 0.0% Heath 334 0 0 0.0% Hingham 8,841 2,161 561 6.3% Hinsdale 918 0 0 0.0% Holbrook 4,262 439 439 10.3% Holden 6,624 507 393 5.9% Holland 1,051 19 19 1.8% Holliston 5,077 332 225 4.4% Holyoke 16,320 3,411 3,368 20.6% Hopedale 2,278 108 108 4.7% Hopkinton 5,087 558 439 8.6% Hubbardston 1,627 49 49 3.0% Hudson 7,962 1,089 918 11.5% Hull 4,964 93 93 1.9% Huntington 919 47 47 5.1% Ipswich 5,735 520 494 8.6% Kingston 4,881 356 179 3.7% Lakeville 3,852 572 256 6.6% Lancaster 2,544 207 124 4.9 Lanesborough 1,365 28 28 2.1% Lawrence 27,092 3,926 3,907 14.4% Lee 2,702 173 176 6.5% Leicester 4,231 163 163 3.9% Lenox 2,473 178 178 7.2% Leominster 17,805 1,479 1,442 8.1% Leverett 792 2 2 0.3% Lexington 11,946 1,510 1,329 11.1% Leyden 300 0 0 0.0% Lincoln 2,153 310 238 11.2% Littleton 3,443 643 431 12.5% Longmeadow 5,874 267 267 4.5% Lowell 41,308 5,250 5,215 12.6% Ludlow 8,337 187 187 2.2% Lunenburg 4,037 164 164 4.1% Lynn 35,701 4,452 4,451 12.5% Lynnfield 4,319 704 491 11.4% Malden 25,122 2,628 2,562 10.2% Manchester 2,275 122 110 4.8% Mansfield 8,725 1,042 946 10.8% Marblehead 8,528 399 333 3.9% Marion 2,014 204 155 7.7% Marlborough 16,347 1,728 1,660 10.2% Marshfield 9,852 753 550 5.6% Mashpee 6,473 314 298 4.6% Mattapoisett 2,626 71 71 2.7% Maynard 4,430 387 369 8.3% Medfield 4,220 209 191 4.5% Medford 23,968 1,685 1,647 6.9% Medway 4,603 285 233 5.1% Melrose 11,714 1,209 892 7.6% Mendon 2,072 77 40 1.9% Merrimac 2,527 397 141 5.6% f Methuen 18,268 1,938 1,649 9.0% Middleborough 8,921 928 509 5.7% Middlefield . 230 4 4 1.7% Middleton 3,011 173 151 5.0% Milford 11,379 980 718 6.3% Millbury 5,592 244 221 4.0% Millis 3,148 184 121 3.8% Millville 1,157 26 26 2.2% Milton 9,641 733 477 4.9% Monroe 64 0 0 0.0% Monson 3,406 152 152 4.5% Montague 3,926 423 391 10.0% Monterey 465 0 0 0.0% Montgomery 337 0 0 0.0% Mount Washington 80 0 0 0.0% Nahant 1,612 48 48 `3.0% Nantucket 4,896 179 121 2.5% Natick 14,052 1,672 1,442 10.3% Needham 11,047 969 838 7.6% New Ashford 104 0 0 0.0% New Bedford 42,816 5,155 5,124 12.0% New Braintree 386 0 0 0.0% New Marlborough 692 0 0 0.0% New Salem 433 0 0 0.0% Newbury 2,699 94 94 3.5% Newburyport 8,015 720 606 7.6% Newton 32,346 2,515 2,438 7.5% Norfolk 3,112 144 111 3.6% North Adams 6,681 886 880 13.2% North Andover 10,902 1,393 932 8.5% North Attleborough 11,553 308 296 2.6% North Brookfield 2,014 142 142 7.1% North Reading 5,597 645 533 9.5% Northampton 12,604 1,586 11521 12.1% Northborough 5,297 718 605 11.4% Northbridge 6,144 470 455 7.4% Northfield 1,290 27 27 2.1% Norton 6,707 898 588 8.8% Norwell 3,652 426 271 7.4% Norwood 12,441 992 980 7.9% Oak Bluffs 2,138 158 146 6.8% Oakham 702 0 0 0.0% Orange 3,461 431 431 12.5% Orleans 3,290 337 307 9.3% Otis 763 0 0 0.0% Oxford 5,520 404 404 7.3% Palmer 5,495 329 284 5.2% Paxton 1,590 62 62 3.9% Peabody 22,135 2,146 2,031 9.2% Pelham 564 4 4 0.7% Pembroke 6,477 807 625 9.6% Pepperell 4,335 197 129 3.0% Peru 354 0 0 0.0% Petersham 525 0 0 0.0% Phillipston 658 11 11 1.7% Pittsfield 21,031 2,078 1,957 9.3% Plainfield 283 0 0 0.0% Plainville 3,459 209 175 5.1% Plymouth 22,285 840 692 3.1% Plympton 1,039 63 51 4.9% Princeton 1,324 21 21 1.6% Provincetown 2,122 210 169 8.0% Quincy 42,547 4,077 4,077 9.6% Randolph 11,980 1,279 1,279 10.7% Raynham 5,052 604 489 9.7% Reading 9,584 1,137 742 7.7% Rehoboth 4,252 95 23 0.5% Revere 21,956 1,769 1,759 8.0% Richmond 706 3 3 0.4% Rochester 1,865 8 8 0.4% Rockland 7,030 453 407 5.8% Rockport 3,460 135 135 3.9% Rowe 177 0 0 0.0% Rowley 2,226 179 94 4.2% Royalston 523 3 3 0.6% Russell 687 13 13 1.9% Rutland 2,913 81 81 2.8% Salem 18,998 2,350 2,348 12.4% Salisbury 3,842 555 342 8.9% Sandisfield 401 0 0 0.0% Sandwich 8,183 566 287 3.5% Saugus 10,754 825 749 7.0% Savoy 318 0 0 0.0% Scituate 7,163 355 310 4.3% Seekonk 5,272 88 84 1.6% Sharon 6,413 472 472 7.4% Sheffield 1,507 30 30 2.0% Shelburne 893 51 51 5.7% Sherborn 1,479 41 34 2.3 Shirley 2,417 60 60 2.5% Shrewsbury 13,919 957 860 6.2% Shutesbury 758 2 2 0.3% Somerset 7,335 271 271 3.7% Somerville 33,632 3,270 3,258 9.7% II _ I South Hadley 7,091 396 396 5.6% Southampton 2,310 44 44 1.9% Southborough 3,433 610 286 8.3% Southbridge 7,517 490 490 6.5% Southwick 3,852 177 173 4.5% Spencer 5,137 268 267 5.2% Springfield 61,556 10,247 9,970 16.2% Sterling 2,918 269 68 2.3% Stockbridge 1,051 111 111 10.6% Stoneham 9,399 501 495 5.3% Stoughton 10,742 1,535 1,207 11.2% Stow 2,500 331 179 7.2% Sturbridge 3,759 260 209 5.6% Sudbury 5,921 575 354 6.0% Sunderland 1,718 8 8 0.5% Sutton 3,324 176 42 1.3 Swampscott 5,795 218 212 3.7% Swansea 6,290 247 236 3.8% Taunton 23,844 1,844 1,650 6.9% Templeton 3,014 476 198 6.6% Tewksbury 10,803 1,306 1,037 9.6% Tisbury 1,965 123 109 5.5% Tolland 222 0 0 0.0% Topsfield 2,157 164 146 6.8% Townsend 3,356 214 150 4.5% Truro 1,090 27 27 2.5 Tyngsborough 4,166 638 340 8.2% Tyringham 149 0 0 0.0% Upton 2,820 223 178 6.3% Uxbridge 5,284 427 257 4.9% Wakefield 10,459 1,059 694 6.6% Wales 772 55 55 7.1% Walpole 8,984 470 470 5.2 Waltham 24,805 2,253 1,785 7.2% Ware 4,539 425 425 9.4% Wareham 9,880 889 759 7.7/ Warren 2,202 108 108 4.9% Warwick 363 0 0 0.0% Washington 235 0 0 0.0% Watertown 15,521 1,219 11000 6.4% Wayland 4,957 362 200 4.0% Webster 7,788 666 666 8.6% Wellesley 9,090 597 561 6.2% Wellfleet 1,550 34 34 2.2% Wendell 419 5 5 1.2% Wenham 1,404 190 122 8.7% West Boylston 2,729 429 136 5.0% West Bridgewater 2,658 173 119 4.5% West Brookfield 1,578 57 57 3.6% West Newbury 1,558 86 34 2.2% West Springfield 12,629 440 440 3.5% West Stockbridge 645 0 0 0.0% West Tisbury 1,253 38 23 1.8% Westborough 7,304 718 668 9.1% Westfield 16,001 1,138 1,138 7.1% Westford 7,671 987 575 7.5 Westhampton 635 10 10 1.6% Westminster 2,826 274 87 3.1% Weston 3,952 252 142 3.6% Westport 6,417 449 222 3.5% Westwood 5,389 611 493 9.1% Weymouth 23,337 1,919 1,895 8.1% Whately 654 2 2 0.3% Whitman 5,513 218 218 4.0% Wilbraham 5,442 254 253 4.6% Williamsburg 1,165 51 51 4.4% Williamstown 2,805 148 148 5.3% Wilmington 7,788 1,048 820 10.5% Winchendon 4,088 345 345 8.4% Winchester 7,920 199 152 1.9% Windsor 387 0 0 0.0% Winthrop 8,253 637 637 7.7% Woburn 16,237 1,318 1,150 7.1% Worcester 74,383 9,983 9,971 13.4% Worthington 553 22 22 4.0% Wrentham 3,821 269 165 1 4.3% Yarmouth 12,037 625 518 4.3% Totals 2,692,186 282,268 250,863 9.3% *This data is derived from Information provided to the Department of Housing and Community Development(DHCD) by individual communities and is subject to change as new information is obtained and use restrictions expire. I Revised November 6, 2015 Certified Communities Effective Date Expiration Date • Tyngsborough 6/18/15 6/17/16 If the city or town is certified compliant with its plan, DHCD will notify the chief elected official in writing. Regardless of the date of the certification notice,the certification period will be deemed effective on the date upon which the municipality achieved its numerical target for the calendar year in question (see 56 CMR 56. 03 (2)). Contact Information: For questions or further information, please call 617-573-1357 or e-mail Phillip.DeMartino@ocd.state.ma.us. Bk 29590 P9283 19018 04-20-201 d a 14 n 3Sa. MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 04-20-2016 8 10:35am Ct1': 350 Doc': 1901E Fee: $735.30 Cons: $215000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date; 04-20-2016 a 10:35am QUITCLAIMDEED Ct1Y: 350 Docr: 19018 Fee: $580.50 Cons: $215:000.00 Shirley E.Peterson, Trustee of the David M. Peterson,Jr. Family Trust u/d/t dated May 20,2013 with a Trustee's Certificate pursuant to M.G.L. ch. 184 s. 35,dated March 4,2014 and recorded with the Barnstable County Registry of Deeds in Book 28699,Page 224 of 288 Castlewood Circle,Hyannis, MA for consideration paid in full of Two Hundred Fifteen Thousand and 00/100 ($215,000.00)dollars Grants to Habitat for Humanity of Cape Cod,Inc. a Massachusetts non-profit corporation with a mailing address of 411 Main Street, Suite 6,Yarmouthport,MA 02675 With quitclaim covenants The land situated in Barnstable(Marstons Mills),Barnstable County,Massachusetts,commonly known and numbered 536 River Road,more particularly bounded and described as follows: Northwesterly by land now or formerly of William E. Stusse et al,five hundred eighty and 30/100(580.30)feet; Northerly by land now or formerly of A.D.Makepeace Co.,three hundred thirty-three and 87/100(333.87)feet; Southeasterly by a portion of land now or formerly of August Roderick and land now or formerly of Manual Roderick,Jr. et ua,nine hundred four and 12/100(904.12)feet; Southerly by River Road,two hundred twenty and 00/100(220.60) feet; Northwesterly by Lot 2 on a plan hereinafter mentioned,three hundred and 60/100(300.60)feet;and Southerly by said Lot 2,one hundred fifty and 00/100(150.00)feet. PROPERTY ADDRESS: 536 River Road,Marstons Mills,MA Containing an area of 5.91 acres,more or less,and being shown as Lot 1 on a plan of land entitled: "Plan of Land in Barnstable,Mass.for Arthur F.Thurber"dated July 1974 by Cape Cod Survey Consultants,a division of Boston Survey Consultants,Inc.,recorded with the Barnstable Registry of Deeds in Plan Book 286 Page 63. The premises are granted subject to and with the benefit of all rights, reservations,restrictions and easements of record insofar as the same are in force and applicable. For title see Deed recorded in Book 28699,Page 225. I further certify as follows: I am the sole trustee,the Declaration of Trust has not been altered, modified,amended or terminated since the recording of the abstract of trust, except as may already appear of record at said Registry of Deeds;no beneficiary is a minor, incompetent,a corporation selling all or substantially all of its assets, or a personal representative of an estate subject to tax liens; and as Trustee I have full authority to execute this document. I, Shirley E. Peterson, Trustee/grantor, do release any homestead rights in the subject property and further certify that no other individual has homestead rights in the subject property. [end of document text—signature page follows] Witness my hand and seal this day of April, 2016. David M.Peterson,Jr. Family Trust Shirley E. Pitefson, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss April 20,2016 Then personally appeared before me,the undersigned notary public,the above-named Shirley E. Peterson, Trustee, who p ✓who is known by me and to me known to be,the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. P lic y c on expires: JEFFERY JOHNSON NW otory Public Commonwealth of Mossachusetb My commission Expires November 10.2017 I BARNSTABLE REGISTRY OF DEEDS John F. Meade, Rooster Bk 295?0 Ps286 01901? 04-20--2016 a 10=35a AFFORDABLE HOUSING RESTRICTION Habitat for Humanity of Cape Cod,Inc.,a Massachusetts non-profit corporation having its offices at 411 Main Street, Suite 6, Yarmouthport,MA 02675 (hereinafter called the "Grantor".or"Habitat"),being the owner of certain real property commonly known and numbered 536 River Road,Marstons Mills,MA and more particularly described in Exhibit A attached hereto and incorporated herein(hereinafter called the "Premises"),for and in consideration of Community Development Block Grant funds in the amount of Two Hundred and Fifty Thousand and No Cents($250,000.00)awarded to Grantor by the Town of Barnstable, a Massachusetts municipal corporation having its principal office at 367 Main Street,Hyannis,Massachusetts 02601-3907 (hereinafter called the"Grantee" or the"Town"),grants to the Grantee the following Affordable Housing Restriction("AHR")on the premises. The Premises shall be held and used by the Grantor for the sole purpose of developing and conveying the Premises improved with one or more single family dwellings to purchaser(s) at a price based on the annual income of a household at or below 80%of the area median income for the Barnstable,Town,MA MSA with Grantee providing a preference to Town of Barnstable residents for up to 70%of the single family dwellings so long as such preference is approved by the Commonwealth of Massachusetts Department of Housing and Community Development("DHCD") (hereinafter called "eligible purchaser(s)"). The Grantor grants to the Grantee the further restrictions that the Grantorshall: comply with all of the terms of the CDBG Agreement between the parties dated April A ,99 2016 (hereinafter called the"CDBG Agreement"); obtain all permits for said development within two(2)years from April 30,2016;convey the developed Premises to eligible purchaser(s)within three(3)years from April 30,2016; and not convey or otherwise encumber the Premises except with a"Local Initiative Program Regulatory Agreement i and Declaration of Restrictive Covenants for Ownership Project"("Regulatory Agreement")prepared by DHCD and executed by DHCD, Habitat and the Town until the conveyance to an eligible purchaser with an attached Local Initiative Program Affordable Housing Deed Rider. Notwithstanding the preceding clause the Grantee may encumber the premises with mortgages, agreements and similar encumbrances to institutional and/or governmental lenders which shall be subordinate to this AHR. Grantor and Grantee may extend the deadlines and otherwise modify this AHR by recorded instrument amending this AHR. This AHR shall be subordinate to said Regulatory Agreement. Should the Grantor fail to fulfill the terms of this AHR the Grantee shall declare the Grantor in breach in writing;and upon and after thirty (30) days written notice of such breach to the Grantor, if Grantor continues to fail to fulfill the terms of this AHR,the Grantor shall forthwith convey the Premises in fee to the Grantee, or the nominee of the Grantee named in a written instrument, by quitclaim deed free from any and all encumbrances and discharge in full an encumbrances prior such cone g y p to su ante. Upon Y P compliance with the terms of this restriction and the CDBG Agreement the Grantee shall P �' release and discharge this restriction by written instrument in recordable form. [end of document text—signature page follows) 'SS EXECUTED as a sealed instrument this day of April, 2016 Habitat For Humanity Of Cape Cod,Inc. By: Wilburn 0. Rhymer,President COMMONWEALTH OF MASSACHUSETTS Barnstable County On this 19' day of April, 2016,before me,the undersigned notary public, personally appeared Wilburn A.Rhymer,President of Habitat For Humanity of Cape Cod, Inc., proved to me through satisfactory evidence of identification,which was r01 ,to be the'person whose name is signed on the preceding or attached document add acknowledged to me that he signed it as President for Habitat For Humanity of Cape Cod,Inc.,voluntarily for its stated purpose. Y o Kite Mitchell NOTARY PUBLIC of MessechuWft Notary Public St on Expires Jarr.26,2022 A My commission expires: 3 r EXHIBIT A The land shown as Lot 41 on a plan entitled"Plan of Land in Barnstable,Mass, for Arthur F. Thurber", dated July 1974 and recorded with the Barnstable Registry of Deeds in Plan Book 286 Page 63. For title, see deed dated March 4, 2014 recorded with Barnstable Registry of Deeds in Book 28699,Page 225. PROPERTY ADDRESS: 536 River Road,Marstons Mills,MA 02664 4 I HABITAT FOR HUMANITY OF CAPE COD, INC. CLERK'S CERTIFICATE I, David King, Clerk of Habitat for Humanity of Cape Cod, Inc., hereby certify that the following is a true and correct copy of a Vote by of the Board of Directors of the Corporation on March i , 2016 and I further certify that such Vote has not been amended and remains in full force and effect. VOTED: That Wilburn O. Rhymer, as President, and/or, Nancy F. Smith, Vice President, and/or Linda A. Cebula as Treasurer, and/or Victoria Goldsmith, Executive Director, are authorized and directed, for and on behalf of the corporation, to purchase the following real estate: the land with improvements thereon commonly known and numbered 536 River Road, Barnstable (Marstons Mills), Massachusetts and shown as Lot 1 on a plan of land entitled: "Plan of Land in Barnstable, Massachusetts for Arthur F.Thurber", dated July 1974, prepared by Cape Cod Survey Consultants and recorded with the Barnstable Registry of Deeds in Plan Book 286 Page 63; and to do all things necessary to effectuate said purchase for a purchase price not to exceed $215,000.00. and/or, Nancy F. Smith Vice VOTED: That Wilburn O. Rhymer, as President, a / y , President, and/or Linda A. Cebula as Treasurer, and/or Victoria Goldsmith, Executive Director, are authorized and directed, for and on behalf of the corporation, to accept a Grant in the amount of$250,000.00 from the Town of Barnstable ("Town")through funds received from the Community Development Block Grant("CDBG"). WITHOUT limiting the foregoing, the following powers are specifically included: to execute, seal with the corporate seal, acknowledge, obtain and deliver any and all documents prior to, at or after the closing, including without limitation all documents pertaining to the CDBG and the receipt of the funds to Habitat by the Town in or about April of 2016, such as a CDBG Agreement, an Affordable Housing Restriction, and the like; settlement statements; disclosure statements; compliance agreements; and/or any other such documents in any way related to said purchase and said CDBG and to do all other things necessary to effectuate the purchase of the Premises. The signing, sealing and delivery by such officer and/or executive director of such instruments shall be conclusively deemed authorized, ratified, confirmed and approved by this vote and conclusive evidence that such instruments and the terms and provisions thereof executed by such officer and/or executive director are deemed proper and in the best interests of the corporation. Witness my hand and seal this--C�-� day of March 2016. David King, 'ler COMMONWEALTH OF MASSACHUSETTS Barnstable County On this -I day of March 2016, before me, the undersigned notary public, personally appeared David King, Clerk of Habitat for Humanity of Cape Cod, Inc., roved to e through satisfactory evidence of identification, which is (; i/� I� to be the person whose name is signed on the Clerk's ertificate an1 acknowledged to me that it is the free act and deed of said corporation, for its stated purpose. ell Notary Public My commission expires: CommOMWEhLT1S0OF My Comrrtie' on iEYIt4R.... K J Juf 9:201b ��v 60 *�`' ,:fit'.•' BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register • Habitat for Humanity® Help build it! September 29, 2015 HFH of Cape Cod 411 Main St Ste 6 Yarmouthport, MA 02675 RE: 501(c)(3) Letter for HFH of Cape Cod, Partner ID#0290-2121 Dear Affiliate Leader: This letter will confirm that HFH of Cape Cod, with employer identification number 22- 2900430, is considered a subordinate under the group tax exemption umbrella of Habitat for Humanity International, Inc. ("HFHI") under Section 501(c)(3) of the Internal Revenue Code. The group exemption number assigned to HFHI by the IRS is 8545. This number may be provided to prospective donors, foundations and other grant organizations as they request it and is required on certain IRS forms. Enclosed is a copy of the determination letter dated March 9, 2015, provided by the IRS as evidence of HFHI's tax exempt status as well as its group exemption. The determination letter,together with this letter, confirms HFH of Cape Cod's subordinate status and provides evidence of its tax exempt status under Section 501(c)(3) of the Code. In partnership, Beverly Huffman Director, US/Canadian Support Services Center Habitat for Humanity International 877-434-4435 USSupportCenter cD,habitat.org_• habitat.org I Habitat. We build. Enclosure INTERNATIONAL HEADQUARTERS:121 Habitat St.,Americus,GA 31709-3498 USA www.habitat.org (229)924-6935 toll free(800)422-4828 I C Department of(lie Treasury A7 internal Revenue Service In reply refer to: 4077550277 OGDEN UT 84201-0029 Mar . 09, 2015 LTR 4167C 0 91-1914868 000000 00 00040704 BODC: TE HABITAT FOR HUMANITY INTERNATIONAL INC HABITAT FOR HUMANITY INTRNL PARENT EDWARD K QUIBELL - CFO/SR VP 121 HABITAT ST AMERICUS GA 31709-3423 052913 Employer Identification Number: 91-1914868 Group Exemption Number : 8545 Person to Contact : Ms Benjamin Toll Free Telephone Number: 1-877-829-5500 Dear Taxpayer : This is in response to your Jan. 20 , 2015, request for information about your tax-exempt status . Our records indicate that you were issued a determination letter in January 1987, and that you are currently exempt under section 501(c) (3) of the Internal Revenue Code . Based on the information supplied, we recognized the subordinates named on the list you submitted as exempt from Federal income tax under section 501(c) (3) of the Code . 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 you have any questions, please call us at the telephone number shown in the heading of this letter. Sincerely yours, Tamera Ripperda Director, Exempt Organizations z i y � Fp F� cfta o�� Zost,olz,, Affavwd cm& 02133 e William Francis Galvin Secretary of the Commonwealth Date: July 24, 2015 To Whom It May Concern : I hereby certify that according to the records of this office, HABITAT FOR HUMANITY OF CAPE COD, INC. is a domestic corporation organized on May 03, 1988 I further certify that there are no proceedings presently pending under the Massachusetts Gen- eral Laws Chapter 180 section 26 A, for revocation of the charter of said corporation; that the State Secretary has not received notice of dissolution of the corporation pursuant to Massachu- setts General Laws, Chapter 180, Section 11, 11A, or 1113; that said corporation has filed all annual reports, and paid all fees with respect to such reports, and so far as appears of record said corporation has legal existence and is in good standing with this office. 000- In testimony of which, �SZS °°°°°°° °SIG °°° °°°°°° I have hereunto affixed the �o° s °o Great Seal of the Commonwealth 0 Cno °s on the date first above written. �o o. ems°°°° °°°° b' j.�°°°°° ��`t Secretary of the Commonwealth Certificate Number: 15074469020 Verify this Certificate at: http://corp.sec.state.ma.us/CorpWeb/CertificatesNerify.aspx Processed by: smc i Commonwealth of Massachusetts 'DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT Charles D.Baker,Governor ♦ Karyn E.Polito,Lt.Governor ♦ Chrystal Komegay,Undersecretary May 23, 2016 Ms. Leedara Zola Habitat for Humanity of Cape Cod, Inc. 411 Main Street, Suite 6 Yarmouthport, Massachusetts 02675 Mr. Thomas K. Lynch Town Manager 367 Main Street Barnstable, Massachusetts 02601 RE: 536 River Road, Barnstable, Massachusetts Determination of Project Eligibility under the Local Initiative Program (LIP) . Dear Ms. Zola and Mr. Lynch: I am pleased to inform you that your application for project eligibility under the Local Initiative Program (LIP) for the proposed 536 River Road project has been approved. This approval is based on your application that sets forth a plan for the development of four (4) homeownership units. The proposed sales prices of the LIP units are generally consistent with the standards for affordable housing to be included in a community's Chapter 40B affordable housing stock. As part of the review process, Department of Housing and Community Development(DHCD) staff has performed an on-site inspection of the proposed project sites. DHCD has made the following findings: 1. The proposed project appears generally eligible under the requirements of the Local Initiative Program, subject to final program review and approval; 2. The site of the proposed project is generally appropriate for residential development; 3. The conceptual plan is generally appropriate for the site on which the project is located; 4. The proposed project appears financially feasible in the context of the Barnstable housing market; 5- —The-initial-Worr-na-for-the-projec-t-appear-"na-neially-fe4s!ble-and-consistent with cost examination and limitations on profits and distributions on the basis of estimated development costs; 100 Cambridge Street,Suite 300 www.mass.gov/dhcd Boston,Massachusetts 02114 617.573,1100 Page 2 536 River Road—Barnstable, MA 6. The project sponsor and the development team meet the general eligibility standards of the Local Initiative Program; 7. The project sponsor has control of the site. The proposed project must comply with all state and local codes not specifically exempted by a comprehensive permit. Please provide us with a copy of the comprehensive permit as soon as it is issued. The DHCD legal office will review the comprehensive permit and other project documentation. Additional information may be requested as is deemed necessary. Following the issuance of the comprehensive permit, the specifics of this project must be formalized in a regulatory agreement signed by the municipality, the project developer, and DHCD prior to starting construction. As stated in the application, the 536 River Road project will consist of four (4) units, all of which will be affordable and eligible for inclusion in Barnstable's subsidized housing inventory. The affordable units will be marketed and sold to eligible households whose annual income may not exceed 80%of area median income, adjusted for household size, as determined by the U.S. Department of Housing and Urban Development. The conditions that must be met prior to final DHCD approval include: 1. A final affirmative fair marketing and lottery plan with related forms shall be submitted that reflects LIP requirements including consistency with the Comprehensive Permit Guidelines, Section 111, Affirmative Fair Housing Marketing Plans, 2. Any changes to the application it has just reviewed and approved, including but not limited to alternations in unit mix, sales price, development team, unit design, site plan and financial pro forma reflecting land value, must be approved by DHCD; 3. The project must be organized and operated so as not to violate the state anti- discrimination statute (M.G.L. cl51 B) or the Federal Fair Housing .statute (42 U.S.C. s.3601 et seq.). No restriction on occupancy may be imposed on the affordable unit(other than those created by state or local health and safety laws regulating the number of occupants in dwelling units); and 4. The Town shall submit to DHCD the-finalized-ietails-d-th"omprehensEve permit. V Page 3 536 River Road—Barnstable, MA As the 536 River Road project nears completion of construction, DHCD staff may visit the site to ensure.that the development meets program guidelines. When the units have received Certificates of Occupancy, the developer must submit to both DHCD and the Barnstable Board of Selectmen a project cost examination for the comprehensive permit project. This letter shall expire two years from this date or on May 23, 2018 unless a comprehensive permit has been issued. . We congratulate the Town of Barnstable and Habitat for Humanity of Cape Cod, Inc. on your efforts to work together to increase the Town's supply of affordable housing. if you have any questions as you proceed with the project, please call Alana Murphy at 617-573-1301. Sincerel , Catherin Racer Associate Director cc: Jo Anne Miller Buntich, Director, Growth Management Elizabeth Jenkins, Zoning Board of Appeals Office of the Chief Counsel, DHCD Enc. y Commonwealth of Massachusetts _ Division of - - Ea..W.,, Fisheries & Wildlife MassWildlife Jack Buckley,Director February 19,2016 Leedara Zola Habitat for Humanity of Cape Cod,Inc. 411 Main Street,Suite 6 Yarmouth Port MA 02675 RE: Project Location: 536 River Road,Barnstable Project Description: Four(4)Single Family Homes NHESP File No.: 16-35270 Dear Applicant: Thank you for submitting the MESA Project Review Checklist,site plans(dated 2/4/2016) and other required materials to the Natural Heritage and Endangered Species Program of the MA Division of Fisheries&Wildlife(the"Division') for review pursuant to the Massachusetts Endangered Species Act (MESA) (MGL c.131A)and its implementing regulations(321 CMR 10.00). Based on a review of the information that was provided and the information that is currently contained in our database,the Division has determined that this project,as currently proposed,will not result in a prohibited"take"of state-listed rare species. This determination is a final decision of the Division of Fisheries&Wildlife pursuant to 321 CMR 10.18. Any changes to the proposed project or any additional work beyond that shown on the site plans may require an additional filing with the Division pursuant to the MESA. This project may be subject to further review if no physical work is commenced within five years from the date of issuance of this determination,or if there is a change to the project. Please note that this determination addresses only the matter of state-listed species and their habitats.If you have any questions regarding this letter please contact Emily Holt,Endangered Species Review Assistant,at(508)389-6385. Sincerely, Thomas W.French,Ph.D. Assistant Director cc: Shirley Peterson,David M Peterson Jr Family Trust www.mass.gov/nhesp ;7 - jv)� , 7^~) Division of Fisheries and Wildlife Field Headquarters,One Rabbit Hill Road,Westborough,MA 01581 (508)389-6300 Fax(508)389-7890 An Agency of the Department offish and Game �►1'1'L1l:A'1'lUIJ 1 Ult 1'LHCU1A' IO LOCATION '1'ES'1' ANll OBSERVATION PITS .���� � �� VILLAGE APPLICANT`�7]�G,`�,` ADDRESS FEE TELEPHONE No. (Non-refunda e ENGINEER TELEPHONE No. DATE SCHEDULED AS�A��a�� 79AP'4 WAN, APPlicant�s signature WAN, eldl^ 00 SOIL LOG SUB-DIVISION NAME . DATE ��' EXPANSION AREAS YE8�N0 --- ENRINSER ►,: TOWN WATER�PRIVATE WELL _ n "'" EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to teat holes) ,. NOTES s • qo' o SAf PERCOLATION RATE TEST HOLE NO: ELEVATION: •' • T ST HOLE N0. ELEVATION3. 2 T0� t -5-A f 1 3 3 4 4 5 5 6 r., _. _ �....... _.. .. 9 9 10 10 11 11 � �i 12 12 13131 13 14 14 15' tau k�--z—v _--'� 15 16 SUITABLE FOR SUB-SURFACE SEWAGE: 16 _ LEACHING FIELD,,�,�LEAC IH NG PITS �= LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETE lipp HEALT11 COPY: RETAINED BY APPLICANT HOARD OF 13ARN5TA13LE, GENERAL NOTES: MA ROADWAY PAVEMENT SECTION (WITH CROWN): A.)TH15 51TE PLAN WA5 NOT PREPARED FROM ANY INETP,UMENT 5URVEY AND UNDER NO _COCU9 CIRCUMBTANCE5 SHOULD THE D15TANCES.BEAP.ING5 AND/OR FEATURE5 SHOWN BE U5E0 NOT TO 5CALE \\ TO E5TABL15H PROPERTY UNE5. Plan BDok 28G Ell- 5.)GP,CLNOWATEP,ELEVATION FOR THE PROJECT AREA 15 ABOUT ELEVATION 42- 20 ^� 49 AS SHOWN ON THE TOWN OF BAP.NSTABIE WATER CONTOUR MAP. D15NRBED AREA5 5-BE PLfVfiED V'4M A CAPE COD GRA55 5Ee.MI%� OKOUGHT TOLERANT 12 12 W% M5cnAEt J.EnRnARr 3'HIGH BERM n^y .5 2 RIVER ROAD I/4'PER FOOT PITCH I/4"PEP.FOOT PITCH AP5TON MILL5 M1:n9 MA G.,PARCEL 1', SHARON MARTIN _IN RUDE B \ - UNE MAK,P MILLS \\ Q ECTRI E NOT TO SCALE S MAP GC. AP,CEL 25 \ G: 6 \ o / Om WATER MaN .5'FINISH COVER(ROLLED) PLAN BOOK 286 PAGE 63 eA15j"S D,..e,1,a / 2°BINDER COURSE(P,OLL ED) eArv.TELEPnenf uN DEED BOOK 29590 PAGE 283 PROPOSED DRAINAGE FACILITY: AS5E550R5'MAP G I PARCEL 2 _ '48 N �� / 8"DEN5E GRADE CRU STONE(5U8-BASE-(2)4"LIFT5) SSED TZ GRA DRAINAGE S'NALE WITH 48 '^ 'Q SHED t Bu&SMRFACE LEACHING 1AC1u1Y (MIN)4"CLEAN 5AND 51,8-GRADE(BA5E) LEGEND ED R'A)-t 4'.G'LEACH _ BOTTOM OF EWALE EL.-56.D i i n EDGE OF CLEARING 4 LATCH BASIIJ C.A.RIM EL=SGS , , I�! PROPOSED LOW POINT: LIMIT OF WORT, \, FOR A P15TANCE OF 100 FEET ON EITHER SIDE TO THE LOWPOINT THE PAVEMENT SHALL BE SUPER ELEVATED 50 A5 TO PITCH TOWAP05 THE STONE 5WALE5. THE CROWN SHALL NOT FX15T ALONG THE CENTERLINE O / / I LOT 4 \ \ / ry OF THE PAVEMENT WITHIN THIS AREA Plopwcd Graascd LOT 7 \ 1 \O O O \ J / t� A AI=-5 6 f5 SF� 1 I \26 /• .� 24'DRa:.•,Walo lG:n M1eartiFwe5 GId, C S Sale 4'U AREA=39,18C 5F)� Q\ I 1 ' I TIMOTHY R.4 ANIY A.51LVA Cultic No.41 O F-1 I.- :� 47 NOR WAY AP 61.?Ai:CEL I C%PcitTcu.�tMr lcacl+Y:ta M \ I• 1> Op \ I » sT ! r D a:,�cer Wore O\ �`\ \ ` r / / !/ J I ( B ! \ 1.\. a.Dnvtn _ PRoroSEb B•D A +\ /o ' / ' I 1 I g m - A` t X G5.WR MAN WITH PG ED 51 HE ONE( TURNAROUND - - _- (}\ J• 2py,. \ J� �TH2� \ � 1 { ' I TOF g�G � ., \-/�, \ \4j _ _ LOT 6 �N APZEA I C,C76 5F7, 1 _ _�. D �--"� 23•q / �14.0 1000 Gallon '\ D ( HE. a/( I 2 Leach Pit \ \_,� 2.�py, I .�• \\ 1 .. ) / / 1 r AL .\ �. o ow"t \ Qs U5E LP-1000-H-20 A5 MANUFACTURED BY SHOREY OR EQUAL \` �- _ 0 0 /LOT 3 ''/ I I DETAIL OF CATCH BASIN WITH LEACH GALLEY - OWNER OF RECORD: f+ lam• / `\ .:.-%A T � - f o I ` �� /� TROFDSED / � NOT TO SCALE BEGIN TO SUPER ^.9� Ta ��if� _ ` DWELLING AREA=3c.62>SFx .'/I � ELF/ATETY.E PAVEMENT ' 6 � I 37, - % L-� a • TOF^83.0 - HABITAT FOR HUMANITY OF CAFE COD,INC iON'ARDS ine LOty POnN &:sl'k, �`wr O\ • t �J / 1 o I y r f ` I S�J ~(�\ ` ) GPJi55ED SCALE SHALL 8E 41 1 MAIN 5TREET,SUITE 6 3 ( / ° �\- 7 _- \ \ ! PLANTED WITH A DROUGHT YARMOUTHPORT,MA 02G75 ,` /' oq 42.5•±,� J I I / Q , _ ry'? I^' J n \ TOLERANT GRA55 SEE MIX MANUAL P,OCEP-ICK III \ \ l LOT •I .i >2�O z „i~ O REFERENCE: 516 RIVER ROAD \ 1 I O�n A �\ ) f S\ / ) )' 1 DAVID F,t NANCY P.ZELNIK M1IARSTON MILLS p / I gyOyn ® ' 1 1 636 P VERP,OAD MAP GO,PARCELTA=30,700 5�F C ^ MARSTON MILLS DEED BOOK 29550,PAGE 283 4/% / i /-rn u )/ ..._\ / S ) / ` �Q mAF 61.PARCEL 56 PLAN BOOK 286,PAGE 63 PROF05M LOW POINT: A55E55OR5 MAP 61.PARCEL 2 FORA I;15TANCE 1,GSF n EIS LOT 8 \ y G,.M I \ r a FO TnE LOWFOILIT THE PAVEMENT SNALL BE SUPER EIEVATED5o A5TOPFCHTO.YAFD5THE 5h \ -� ' - - ' O \/ / ZONING TABLE: STONE$\VALES.THE CROWN SHALL NOT EX15T AREA=28,823 SF3 a\"'e\.y f ..� qe.6•� I /'� _J FLOOD ZONE: ALONG THE CENTERLINE OF THE FAVEMENT WITHIN �� `. \\\// _ 5"�v '�e�'f/ Ell .5 ®r�o-�� f \\ \\ l �/ '/' ZONING D15TP.ICT: P.F D15TRICT(P.FOD) m15 AREA G \ I 1 PARCEL IS WITHIN FEMA FLOOD ZOWE X Sn.5 ,`fey 1 J (AREA OF MINIMAL FLOODING) MIN.LOT SIZE 87.120 SF A5 5HOWN ON FIRM MAP COMMUNITY PANEL K250001 C054I J ,yam \ ^•-' \ _ ` f A / MIN.LOT FRONTAGE 150 FEET DATE JULY I G,2014 V / 90�. \ - N MIN.FRONT SETBACK 30 FEET \ /2 00 / LOT 2 / / - JrX - MIN 51DE 5ETBACK 15 FEET /-' -" AREA=35,1 CO 5F1 y X m MIN REAR SETBACK 15 FEET ZONING CISTRICi: I BEG1n TO SUPEP- � '\\ \ ` O� m MAX.BUILDING HEIGHT 3C FEET C{EVATE Tnf PAVEMENT _ \` / \ LOT 5 m ,G RE DISTRICT(RPODI r AP,DS TnE LOW FONT �/ -\ AREA=2 O 12 Ft � � � �\ �l� PPOFOSED ROAD LENGTH IS 590 FEET NOTE: 1.) PARCEL IS LOCATED WITHIN RESOUP.CE PROTECTION OVERLAY DISTPICT 2.)517E IS LOCATED WITHIN WELLHEAD PROTECTION OVER DISTRICT(ZONE II) PLAN VY \ 3.) SITE IS LOCATED WITHIN N.HE.S.P.PRIORITY HABITATS OF RARE SPECIES. 5CALE 1"=4C' /) \ \O 4.) ROADWAY AREA IS 27,080 SF± � 1 � ER05ION CONTROL AND 5TA13ILIZATION NOTE5: /P l 22�• SOIL TEST LOGS- UM(TOF WORK LINE: NOTE. TE5T HOLE 1:EL-F&G- SILT fENCE/EROSION CONTROL DETAIL: 1.UMITOFWDRKUNE:5H 13EA551O0 ONTHE5ITFFIAN.THEUMVO-LINE /ti PLAN PREPARED FOR BARN5TA131-E IFEPTH FROM `OIL ROIL SOIL OTHER THROUGH OUT THE PROJECT SITE 5HALL BE STAKEV AND FW OR TO GGED PP ANY CIEAPJNG OF 5URFACe nOP20N TMRE COLOR MOTTLING TYPICAL SECTION VEGETATION.REFER TO SITE PLAN FOP.LOCATION OF THE LIMIT OF WORK UNE. MANUAL ROCERJCKIII �. ZONING 50ARD OF APPEALS uncnes) (u5DA1 u+l.Nseu 27 MILJ5TONE WAY 4013 APPLICATION -BA SAN Y AM 4 NONE Z.EROSION CONTROL:THE WESTERN PORTION OF Tnf LIMB OF WORK UNE.AS NOTED ON O -48 AMY 5AN NONE GEOTIXTILE FABRIC THE ITE PUN, HALL CDN515T OF A SILT!ERO5101J)FENCE SHALL BE ENTRENCHED INTO THE Cf.NTERVILLE,MA / Lp 46-132 cj EANP LCOSE COARSE-G 5EE NOTE GROUND A MINIMUM OF A--AND PROPERLY 5TAYJ'.O IN PUCE.THE SILT FENCE SHALL BE MAP GI.PARCELo ) ,� NOT INTENDED FOR CONSTRUCTION FURTHER SUPPORTED BY A ROW OF STAKEB Y'DIAMETER STRAW WADDILf.NO GRUBBING OF M SUPPOP,T POSTS THE CLEARED AREAS 5HALL BE STARTED TILL THE SILT FENCE AND WADDLES ARE IN PLACE, ) 5EE NOTE 3 FOP,LENGTH 3.FENCE SHALL BE SUPPORTED BY 1 1/5'X I/B•AIR OR,KILN DPJED$TAKE5 OF OAK.4 FEET / TEST HOLE M EL-GC.4- LONG.STEEL F051 CAN BE U5ED INSTEAD OF THE DAK BUT NEED TO BE STUDDED TEE'OP 'URF FROM npp L 5oo L SOIL SOIL OTHER FLOW DIRECTION •U'TYPE WITH A MINIMUM WEIGHT OF 13 POUNDS PER LINEAL FOOT AND 5 FEET LONG,105T SURFAC[ ORIZON TLE.A` COLOR MOTTLING SPACING 5HALL BE A M-MUM FOP.WOVEN FABRIC OR 3 FEET FOR NON-WOVEN FABRIC.(INCH[$) (U9Df� (14UNSfL / 0.8 -A SANI`Y OAM IGYR3/2 NONE 4.THE SILT FENCE 5HALL BE ATTACHED DIRECTLY TO THEUF5LOPE51DEOfTHEPO5IUSING HABITAT FOR HUMANITY OF:CAPE COD, INC B-IB B L AMY AND VIR 5/B NONE 9'DIA STRAW\VgppLE '1/2'STAPLES IN AT LE5T 3 RACES OR WOODEN UTH AND NAI15.ATTACHMENT TO THE 51EfL - C I I SILT LCAM C1R f3/4 NONE FIRM STPY.fD AND INSTALLED POSTS WILL BE BY MUFASTENER5 OR 50?ODND PLASTIC TIE$TAPS ON THE UPSLOPf 511`E 41 MdIH StfeeC,SU1te G.Ydr'mDuth ort,MA C2675 -I A 25YR tUa NONE LOOSE COARSE AND UrnIL OF SILT FENCE PDKI5TING GRADE OF PO5T5. P THE 5ILT FENCE 5HALL BE CON515T OF EITHER WOVEN DR NON-WOVEN POLYESTER, PRELIMINARY 51TE PLAN - RIVER ROAD PATE OP TESTING: 2-24-CO {/\�\ FOLYPKOP TINE,STABILIZED NYLON,POLYETHYLENE ON POLWINYVDENE CHLDKIDE. FERC0IATION PATE:L[55 THAN 5 MI WINCH IN CI LAYER OP TH t C2 UtER OF TH2. \'` LL \ NON-WOVEN FABRIC MAY BE NEEDLE PUNCHED,HEAT BONDED,RE51N OR A CIDMEI NATIDN 53G RIVER ROAD,6ARN5TA6LE,MA WITHE55ED BY:MICHAEL FAPJA.DE 4 HEREOP. I t'CNNA MIRAIl1,AGENT.BAFN5TABL[HEALTH F:EPARTMENT _+TASILIZATION 4 VEGETATION: J.M. O'REILLY O(,ASSOCIATES, INC. NO WATER ENCOUNTERED IN EITHER T15T HOLE 5.:THE PKOP05ED 3:1 5LOFE5 ON THE FT.OJECT 51TE 5HALL BE COVERED WITH 4 INCHF5 OF U5E A LOADING PATE OF 0.74 GFD/5F FOR 512ING OF 5011.ABSORPTION 5Y5TEM, Lri M AND SEED WITH A DROUGHT TOLERANT GPAvSVY I_UFLOWER SEED MIX. Profeeelen.I Engi,,,,i,g 8 land Surveying ServiCee BASED OF 3ARN5TA51E GROUNDWATER MAPS.GROUNDWATER ELEVATION 15 42±FOR,THI5 AREA G.THE 5HOULDEPS OF THE PP,OPOSED ROADWAY 5HALL BE LOAMEO W IAYER)AND 5EE111 0 40 50 120 WITH A DROUGHT TOLEPANT GRADE,SEED MU. ID73 Mein Street-Route RA 7.-GRA55E5 5WALE 51ALL BE LOANED(4•LAYER)AND 5DEDED WITH A DROUGHT t P.O.Bei ITF9 TOLERANT GRA55 SEED MIX. 5CALE 1"=40' (609)R9R-0D01 Office BFeweleF.MA 02D91 (DOD)Bgb-DD02 Pei DATE: SCALE: BY: CneCR: JC9 NUMBER: G:WAlob7Vla ULE36 Rv RoaTe.,0122,5TE PLAN FOR ZDA-FILING.d„•g 5-13-20IG AS Noted REP JMO JMO-8122 r STAMP: w I A3.0 44' - 0" co G' - G" I1' - 5" 8' - 8" 11' - 2" W N �o m C? nJ .0 9O c Lo o � o U — BATH = PROVIDE 15ULATION AND HOUSE z g N WRAP AIR 5ARRIER AT EXTERIOR WALL u 08 - � PRIOR TO I STALLING TUB/5t10WER DINING ,- - KITCHEN N UNIT o z 8' - G" I - 2 I/2" z �� �2 03 Q 02 a Z04 3 = w � N o N BEDROOM O m c. - 0 51 - 511 cn 16 1 9 O/ o N <W 22' - 8 1/2" 10 O U I' - 0'2' - 0" 5' - 0" 2' - 0" O — 5 12 I I I/2' U Of c 15 `� I L u ULJ m G 7 a 02 REF. r,ol U o �t 20' - 5" 2' - 3 I/2" cLos. _ _ (�I O z Q N 0 CLOS. N 13 Li O co O IE O — t- oo D R o z CNI N I' - 5 1/2" r N 09 c\ RO � Q Q U Q c LIVING 3' _ 5 o c o �, 22"x 30" R.O. m = I--- 'O C 01 c� 04 5 DN L m ATTIC ACCE55 ABV. m 12 06 c 0 O 6-6 m _ LL 10 4' - 2" JYL05. oll I" — Q � oI — [m 'mot Q C j - NOTE: TRUSS LOAD N 03 2' O" 3' - 2" O 9' - 2" O cv I O' - 4 I/2" TITLE: g BEARING WALL O � � FIRST o o % 01 FLOOR BEDROOM #1 N13EDROOM O PLAN 7 DATE ISSUED: 11.02.16 7' - 8" 5' - 7 I/2" 3' - 8 I/2" 04 — 0� REVISIONS: c E 20' - 0" _ N 10 0 FRONT PORCH 1 :C-L]05. [L os o U ({� E o r _ _ DRAWN BY: 241 - 0" O DRAWING NO.: s O INDICATES 44' - 0" SMOKE DETECTOR Al ' 1 FLOOR PLAN - 313R RANCH 1/4" = 1'-0" �A STAMP: BULKHEAD FOUNDATION — A3.0 - 8"THICK X 7-1" HIGH CONCRETE FOUNDATION I ______1 a 44' - 0" - I G"X 8" CONCRETE FOOTING I -a I-- 04 - "' 18' - 4" 171 - 2" ( 5' O" I 3' - G" a d c oLo - - J � — — � �- - - - o dLL — — — _ — — — — — - — - - - a — — — — — -- — — - - —�- - - - - - - - - - -d °° U ° - - - - - - — — — — — - d- - - - - - - - - - - - - — — — — — — - - - r CORRUGATED STEEL WINDOW BASEMENT " I I UP I _ `� - WELL W/ G" CRU5HED STONE WINDOW 17 z I m Cn z AT BOTTOM, TYPICAL AT o I aUO O BASEMENT WINDOWS z I I z � vj o Q �I 3-1/2"THICK CONCRETE 5LA13- Q c o I .- ON-GRADE OVER G MIL POLY 10" DIAM. CONCRETE PIER @ VAPOR BARRIER Cn Qa� 5 w 51DE SENTRY DECK, FOOTINGS — o o C0 N }N TO EXTEND 4' BELOW GRADE, O { iTYPICAL 3-1/2" LALLY COL'5 ON 2'-G"X a I 2'-G"X 1'-0" CONCRETE PAD a s U w _ I FOOTINGS, TYPICAL a > Q o FULL BASEMENT i i o =r 0 co pp 4 X 8 BEAM CN Y4 X 8 BEAM Z co -- -- _____ —_-_______------------- POCKET 35"X9.5"VERSA-LAMBEAM POCKET _ NABOVE_ - - �_____- -------- 0 Iz- 31 c I 9' - O° L - - J 8' - 8° L - - -B' - 6" ® L - - � 8' - 8° L - - 9' o" I I `� 66 m 10 c(5 TYPICAL FOUNDATION CONSTRUCTION i 0 i _ °. TITLE: Ln O CONTROL JOINT o I -8"THICK X 7-9" HIGH CONCRETE i IN SLAB FOUNDATION s`a FOUNDATION I o c - I G"X 8" CONCRETE FOOTING i-- I PLAN - - - - - - - - - - - - - - - - - - - - - - - - - - Cc� ° —- ---- -----------—--- --------- -- ° DATE ISSUED: 11.02.16 U — — — — — — — — — — — — — — — — — — — — — — — ° a ° ° P — REVISIONS: — 10" DIAM. 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I I ;DEED BOOK 295eO , I i I . �: � � I . I I 11 . .1 . I I 11 I I I . I . ,� I .� I I I I 11 .1 . I '. . : � � � . �, . . .. I-� . . . I I. I . . . . � I I I . I I. I..I � 1, . . . I . . . I . . . I 11 I I I I . . . .1 I . � I � I � PAGE 283 . 11 . 1 ,� I I I . . . . 11 I I I I I . . I .1 11 . � . . ... i UA . I ." . . .1 I � �I I I I I � . . I I �. I I I I 1. . I I . I I � E�15t,,,j I� I � : . I I I I � . . " " r-" I 11 / I . I . . I . I I I . � � I . I I � . .. .. I I I � ' 1. I I�. - I � . � I I . . I . 1. � . I I Drive I � I I I I I 1. . . . N :_ ,�v , . I � I . . : , . I , 1. � � I I I I . I 2 1/2" I3INDff_R'COUR5E (ROLLED) I CATV, TELEPHONE LINE5 ' I' , � . I I I A55E55OR5MAP G I PARCEL 2 - I 1: I I 11 . . I .1 . I . . . I 1� . . I . I ":I I - ... . i, . � I :. " A Ri I I I � : / . I I I � : � . I I , � . - I �� 11 , I . . � . . I . � I I I % I - I , . I : I . . . � . . .. . way I . ! I ., . 11: '11a . . 7N . I I . . . . . . I . I I . . . I I . I I - . ... � .1 . 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"I-, I � I � . . � . I I �I I I 11 I I � . 1. . .� - . 1. �C...L,. I I I - I-- I 1. . "i,1�. 1111 I" . , I �_, _/ 11 . I 1. � .1 . .."I . \/ . 1.�, � 1, ___� . !. � � . I I MIN. LOT 51ZE 1 87, [�O 5f . I . . - I I , I I . � I - � . . � il (AREA Of MINIMAL f LOODING) I . � I I � I I � . � I I . � I , \ .I '111� I"�', � .11 � . _� I MIN. LOT FRONTAGE 150 FEET i I I . I I � � - I I I , .1 . �11 I I _____� I 1. . 11 I I � . I ; I I I I � I . I I I I I T) I . I N �. � i 1� � iz�, .'/ � � . �:,:: �: . I I . 11 � 11 � _� I I . 1- � . FRONT 5ET13ACK 1 30 FEET � I . 1: .I I I I I I I I I �. 1 . . I . 1 . I . I .. I I ) I I P � . \ . -.1 I ___,11___1 I I I I--,) : � , , �"/ . N 1,., .1 N MIN. I. � I AS 5HOWN ON FIRM MAP COMMUNITY PANEL #250001 C054 I J . I 10� "'- ,i" 19 -_ .. � � . . I . 1, . I � I I I - . . MIT . . I I , \ -/ / � -_ __ :_.. - �. : .1 � � . . � I I I I I . . , __-_ , DATE JULY I G, 2014 � I I I . . I . . . � I . I I . I �.I j , 19 - MIN 51DE 5ETBACK 15 FEET I I I - I I 1411 ,L �__;,\ . co , ; � i � I � I . I I � . . . I I I I 14 I � � .11 . I I . .. I '�. ;, I , /1 . 11 L 2 � / 1114� :":, : �/M N . I , I . 1 5 FEET— ! , .- , I . I . 4, ; , - ....I I . ; � I �0 � ! 1� -1"." I ! . : ,, � . 1 ; . I I .11 .. I I . I . , I_ _ f,;�. (: 1. . , . �,,, I � I �I I . I " t� - .1. .1 � .� / . I �,i '' .. � i�- ,',-;, " �:,>�, ,.4- .. OT I I L 00 I I MIN REAR'5ETBACK I � � � I . � I f 1 . . . � I �� � ;1 , _1, . � - � , r ;. ,:!y ; � , � 'A .; '! �11 ., , . . \1 � _� � I �, . I . � . � I .� I I I . I I . I I I . � � ,�, . . ... -_ 1_ . 1� It AREA = 35, 100 5f± . I � I I / 17� � I � - I � . . �� . I I - . . I TO 5UPER . I � I I�. . . . � .. -__ � I I I i I I . MAX. BUILDING HEIGHT 30 FEET ! 1, ZONING DISTRICT: I � I . I � 1. � � . I . " y .. . ; I , � I I . ' I I � �� . . 1-\ � 1, . I . 170 I � I I � I � I i i 11 I I � I . . I I I I I I . . I '� �. . I 1. I � � . I � - I I %.- . `1 ) -_ I LOT 5 ,' M_ * � I I I I . .. I I . . i + I . . . . I . .� I IVATI T'4 PAVEMENT I � I I I I I - � \ �/ ,_�t 40 �.-- ., 19 I I I . I .� I . � . I . ToiVARD5 THE LOW POINT . .1 - . .1 � 1�, � -1 � . I I I � I . . I I I . I I I .1 I 11 I I I I . I I . . I I I I . A -_j � I AREA := 22�,O 1 2 5/F± PROPOSED ROAD LENGTH 15 590 FEET I I I I . . � --- I � . I I � I .. I I I I � I .1 I I I I . . I . , I I I I I . I 11. , I I . � I I ------- . . _ . I : I I 11 � I RIF DISTRICT (RPOD) + . . - I I . . I � � I I \�� . I � � I . � � I I I . � I I . � I . . I I I I . � I ,- - I . � . - I . . � I � I I I I . 1. � - I . I . � I I � . I . . . I I I . 11 I I I . I - / I , Nl�l I I,--,- - _,� -,--- 11 . . I .1 '�. /, I . I . . . I - I I 11 I . . I I I � I I I I � .1 . ��,�� I I . - I , I I I I � . I I I � I I � I I . I . I I I . I I/' i . . 19 1 A !, I I - I � I . I � I . 11 I I 1 . I . I I I ,I I . I I � 11. I . I I . � I I I I ! . I I � I . � I I I , � � � . I .- . i NOTf: I � . I I � I I� I I I � . I . � . - I I I I 11 I I �. I I 11 I . � I � 11 . � 11 1. � .� / � G, �� . 11 \ � �� I iI . I I . ,�I I I � 1. I I I I , . I I I .� . I � ... I I . .1 I . 11 I . I . 11 .I� I I . 1 .41 I 1. � � . I. . : 11 - \'.1 . . . ,.1 1. . 1 I I.. I I � I � I : . . I . . I . . .. 1 11 -1 I I I . � I �� I i � . � I . � I I - I I o . I 11 �\ �, I 1. i - � 11 11 ,, I . I 1.I - I . I . . I . I I .. .. I I I I � I I I I . . 11 / I . � .1 , I I I . I I ! I I . . . I I I I � I I .. I . :, . I � . . I . \� I I I I I I I � � I I . I I I . . I 1 I I . I I . I I � ,LAY D15TRICT I . � . � . I . . . . I ' .I I I "a I 1�� 11 , - . I ., � . I . - : I I � I I I . I 1 .) PARCEL 15 LOCATED WITHIN RESOURCE PROTECTION OVEP I - ""',�._k_ . I I \ . / "� iiI . I ' ' I I � . � I I . 1 I " .� - � I �� � I �. I. . .FLAN I . . I 1, t I , .. U �� " . ''I I . I I I � ii I � I � I 11 I I I � . I � i .. -�- - I ! . .. I I I . I � 1. I . .1 I I . . � I � . .! / �, , . I 1 . I 11 . . � ! . I I I - � I I . i . 1 . � 11 L I I I I . 0 1 /j . . . Q I I . I . I � I I � I .I �, I � � ' 'I . . SCALE 1"=40' 1 . �, . . I ,�., � � I .. . .. �z I . I . I . . � I I : I . I I . I I . � : I . . . . . / I � . . I ; 3.) 51TE 15 LOCATED WITHIN N,H.E.5.F. PRIORITY hA51TAT5 OF RARE 5PffCIE5. . � I . . . . ' 'I 11 � . I - - I ) I . . (� I I . . � . � i 2.) 51TE 15 LOCATED WITHIN WELLHEAD+PROTECTION .OVERLAY D15TPJCT (ZONE 11) . I I . I � :.. I I . I I 1 0 1 , � � .... .. . "*\\ I \1' I I : . . I � � I . � I � . I I I � I . I . I �I ., � . I � I I . I I � " - � \. .. . ........ + IT . I I � I I I -. � . � ; 4,) PROPOSED RIGHT Of WAY 15 40 FEET�WIDE . I I . . . .�L_ i . I �.N � . . I . I � I . . � � I . I I . I . . I I I I N, . I C? . � . I . : i � . I � I � . I I ,� 1. I .�, . I I N I � . i I I I 11 � .I I _% % . . 5.) PROP05ED RIGHT Of WAY AREA 15 27,080 5f± 1 1 . I . � I . I � . � � I � I . , � I ER0510N CONTROL AND 5TAE31LIZATION .NCTE5: + I . - I I I I . I � I . . . 1 11 I . I I I . I I � . � L . I � 4, - I I I . I : I . . I I I I � I I 1. ,, I I . . . I / . LQ , 11 I . 11 . �. I 1, . I .� I 11, I I I . - I I . i I . . . . . � . . . . 11 I . I � " _"! I I I - 0 \ I I I + . I . I I� 11 . I I I I � ,-I ,"� " � I I � _._; . � I I I I � � . : I �.I I I I I I I I I � "',"� , � I� I . . . ; .11 , I � , � I I � . . . 1 . I I I I I.,I . - . . I I i 11 .I � I I I I I I I . . I I� 11, ,i I I I I I . 111 . I I I � . � . I . . I I I 1. I I . �� . I I I I I I � I . CP 11 I . .1 1 . I I I �.I . � . . I I I .. I ' ' I I. , 11 � . . . 1. :, , I- ' . , , . . . I 1. I 0 1 1 : I I NOTE: I � . . I I . . . � I , . I I . . � i . . . .� � : ,� � . . . I I LIMIT Of WORK LINE , I . . I . I I I I + � I I I I . . I II � � . I � I, I I . I � I I 1. 11 � I . I I I . I I I � . . /rV .... : I I I I I I � . . . . - : 501L TE5T LOG5 4 . � I I .. I. I I 11, . . � . f EN.'_Z/E`r_'51ON. CONTROL DETAIL: 1. LIMIT OF WORK LINE; 5HALL BE A5 5HOW14 ONTHE 51TE PU-NN, THE LIMIT OF VORK LINE .1 . . .. . . . " I PLAN PREPA' RED fOR 5ARN5TABLf_ : I 1 151 LT C KU . . I . I . � I � . I . 11 11 , I I . � - ;. . � . � - .11 .. . I I I - 1 . � I . �_ � . . . THROUGH OUT THE PRO � . ., I 11 I I . . I -, "1 1 1 - . I . . I ,, I � I I i : TE5T HOLE 1: EL= 56.0:t I I I . I� I I I JECT 51TE 25HALL BE 5TAKf 0 AND FLAGGED PRIOR TO AN'(CLEARING Of .I� I I . . � I + ZONING BOARD Of APPEAL5 ! I I DEPTH FROM 501L 5 . I 501L � 5olL OTHER � .. .1 1.� I I I I TYPICAL SECTION � .. I I VEGETATION. REFER 10 51TE PLAN.FOR LOCATION OF THE LIMIT Of WORK LINE. . MANUAL RODERICK Ill . 11 1. . I I : . � � .I I + . i I 5URfACE HORIZON T EhURE + 1 . � I COLOR MOTTLING . . 1. I I . - . � I � . I � I . I . I . 1 . : I I I . . . J I I , . I . . 1 . I . . . 1 27 I'JILL5TONE WAY . I � � 4013 .APPLICATION i ! I (INCHE5) (U5DA) . . (MUN5ELQ - - � - . . . . � I .1 I . 2. ER05ION CONTROL: THE W125TERN PORTION Of THE LIMIT Of WORK LINE, A5 NOTED ON I CENTERVILLE, MA . () I I I . I I . . U : . . I . I : I � I ENCE 5hALL 13E ENTPENCI-ED INTO THE . I . . : ; 0_5 � O-A - SANDY L04A , __ I 0yRbj4 NONE - I GEOTEXTILE FABRIC I � � .1 THE 51TE PLAN, 5HALL CON515T Of A 5ILT(EP,0510N) f MAP G 1, PARCEL 3 . 1� I M : � . . I 1, NOT INTENDED I`OR CON5TRUCTION I � I I . I I I I . I � i 1 6-48 - Ei LOAMY 5AND . . I I OYP,5/G N NE - . I I .I . � I GROW-10 A MINIMUM Of 4-0 AND PROPERLY 5TAKED IN PLACE. THE 5ILT FENCE5HALL 15E I I � / I : � I . I F)EE NOTE 5 1. � I I -) I I I ! i ! I AND . I I I . I I D BYA ROW Of 5TAKED 9" DIAMETER 5TRAW WADL LE. NO.GRUBBING Of I . I �11 - I I I 11 . 1 48-132 1 C I ..156N 12,5Y N014E I LOO5E. COAR5E 5 . �� . I . . � ..... ". .1 I I I I . I - . - . � . I . .. I I � I � I : -1 � I I 5UPPOPT PC15T5 . 1 THE CLEARED AREA5 5MALL BE 5TARTED TILL THE 5ILT FENCE AND WADDLE5 AREIN.PLACE, I . . . . I � ! 1 1 1 . / , . � � I . � 1. . I l_ -_ I I . . I 5EE NOTE 3 FOR LENGTH , . 11 �� I I � � . . � . I i I - - I I . .. ... � --I . I . - I � � � . I I . .I � � 3, FENCE 5hALL BE 5UPPORTED BY I 1118",X I 1/6"AIR,OR KILN DRI�D 5TAKES Of OAK, 4 FEET � . . 25' � / I � I I -0 OF N, I I. � . � . I I � I I . � I . I : I I . T. .- I I � I 1. I I � � � I .. 11 1. I I I ,-.11� I I I � . LONG, 5TEEL PO5T5 CAN BE U5ED IN5T�AD Of TthE OAK BUT NEED TO BE 5TUD)ED"TEE"OP � . I � I � I ; I I 131P I � I � I , TE5T HOLE 2: EL= GO.4± I � I I . . ___ . � .. �I I ... � � FLOW DIRECTION � � �I .I . � "U"TYPE WITH A MINIMUM WEIGHT of=z I 3 POUND5 PEP LINEAL FOOT AND 5 FEEI LONG Po5T ' ' 4' ! 1C. . i V, ,. !1. d� I' ll ,1 . . � I / It . � I.", I � I . . I ___- � I . . I 1. � I . . . � . � I . . I � . . � . I I I 1. . I � I � I � DEPTH FROM 501L 501L . I 50ILi 501L , OTHER ,... I - I . � . 1. I . I . 11 . I . 5PACING 5HALL BE A MAXIMUM FOR WOVEN FABRIC OR 3 FEET FOR NON-WOVEIJ FABRIC. � . . . / � I . I . 1 I I � . I I I .; I I I /& 1 JOHN M. . 5URFACE HORIZON TEXTURE I� 1, COLOR MOTTLING , . � . . I . I � I ��I I I 11 .� . ,�I 11 I � . I I . I L I I � 11 g afir_-ILLY '-1 I . ' (INCHE5) (1,15DA) I (MUN5ELQ . I I ." . I � � THE 5ILT.f ENCE 5HALL BE ATTACHED DIRECTLY'TO THE UP5LOFT 51DE Of THE P05T5 U51NG . I . \\0 1 . � I 1 4. k I �I . . ' . I . � . � I � E5 IN AT LE5T 3 PLACE5 OR WOODEN LATH AND NAIL5. ATTACHMENT TO THE 5TEEL I '01 I I I I , ,, 0-5 O-A 5ANDYLO I I I 0YR 5/2 NONE - . � � � � I I I � . I I I .1 . 112"5TAPL � . I o . I 1;1 clivilt C/3 1 HA51TAT fOR HUMANITY Of CAPE COD, INC . � -i2OO I � I I I 8-G0 I CI ,51LT.LOAM I I I OYR 8/4 I N014E � FIRM . -1 � 5TA,'�ED AN ......."I . EX15TING GRADE Of F05T5. � .I I I ,� � 11 11 . I 11 - � I � . 14, 1 � 4 1 1 Main 5tre,et, Suite G, Yarmouthport, MA 02G75 - . , - I - � ..I . . I I . I � --A UPHILL Of 5ILT Fff 11C � � I I � I 11 gO-1 32 1 C2 15AND I I . 2.5YR 8/41 NONE __ L005E. COAR5E 5AN!-::d � � . I . . I .// THE 5ILT FENCE 5HALL BE-CON515T Of EITHER wovEN OP NON-WOVEN POLYI!5T__R, , - � ,I I I . I . I . . I " I I I � 1 7 1 I 1 7"` ......._I� I I I 0 t I -, 15-15 13 LOAMY 5AND � I .. I OYR 5/5 NONE I � . . 1 9" DIA 5TRAW WAD)LE . I .I PO!3T5 'vi/ILL BE BYWIRE FA5TENERS OR 50 POUND PLA5TIC TIE 5TPAP5 ON THEUP5LOPE. 51DE I I I NO. 3C " __ . I I � --__ . D IN5T'AL±D I . 1%; � - E I . - � 0 . I � , I . _ � -11 " " . -/ .,_�2�',' '/_ . . I I 11 . - -A I - I . . � I , ,-,-,, �1�1.111/, � '/'/"":/�"�7\/ '/". POUT?ROPYLENE 5TA151LIZED NYLON, POLYEThYLDqE OF POOVINYLIDENE CHLOROE. . I I 11'V . PRELIMINARY SITE PLAN - RIVER ROAD I � .11, , - , ,< \ �'., � I . I I I I . � I I � ,/ �i \ \ = X. �', ,',"��,, , ,� I I I � I . � � U ,,,\ I .1 I t_ )'�'i VE�4EIV" � . I . , , %\,"..", ,11\11"" NON-WOVEN FABRIC MAY 13E NEEDLE PUNCHED, ftEAT UOHDED, RE51N OR A COKINNATION � � DATE OF TE5TING: 2-24-00 1 , ,\,.,�.. ,_ " I , , X� I � I 11 I �. . . I I . I � � � . � � . ' I I I I I I I I I" . 53G RIVER ROAD, BARN5TABLE, MA i ! PERCOLATION RA I TE: LE55 THAN 5 MIN/ . I . . , I . I I TMEPEOF. . , � . . I . 11 � � �. 1 .1 . I I I . � 1. .. . I I I - .9; I I I I I I i 4� INCH IN C I LAYER Of TH I *C2 LAYER Of TH2. I L I . . . I . . I , � . . . I . . . I i 11 . I I I I I I 5TA5ILIZATION4 VEGETATION: � � I . . �) b � , MICHAEL FARIA, 5E I � I I . I I . . . I . . . . I . 11 GE 1z I . - 11. � 11 I . � WITIAE55ED BY: I � . . � . . I � I J.M. O'REIUY & AssoCIATES INC. ,� . . � . . 1. I I . I I I ! 1, DONNA MIRANDI, AGENT-BARN5TABLE HEALTH DEPARTMENT . I . I . . I I I � I � I � I � I � . I - I . I R/ fl . � I I . I ----.9 i 1, � . � . I . I � . . I I . I I . 5. THE PROP05ED 3:1 5LOPE5 ON THE PROJECT'51TE 5hALL BE COVERED WITI1 4 INCHE5 Of � F .1 I . I . I . . � I . I . i NO WATER ENCOUNTERED IN EITHER TE5T HOLE I 1 .� I . I .1 I I I I � . 11 I.. I I I . LOAM AND 5EED WITH A DROUGHT TOLERANT GRA55/WILF)FLOWER 5EED MIX. . I I � � . . I .. Y � . I � I I I I � I I I . . I . Professional *Engineering & Land Surveying Services 1. I . I . � U5E A LOADING RATE OF 0.74 GPD/5F FOP,51ZING Of 501L AB50PYTION 5 1 Y5TEM. � I I� . I . � ; . . .I I . � � �I � .� � � . . I . . I G. THE 5HOULDER5 Of THE PRO�P05EP ROADWAY 5HALL BE LOAMED W LAYER)AND 5EEDED 1 . . . . . I . 11 I � I I � I I I I . I� . I . I - . I . I I . I � I � I 0 40 .80 � 120 1 . I I I . � � , DA5ED Of 13AP,N5TABLE GROUNDWATER MAP5, GROUNDWATER ELEVATION 15 42 t FOR THI51 AREA �,-, . � . I 11 I ., I I . � I I I . . I � � . I I w� - __ - __. I � 1573 Main Street - Route 6A � I � � I I - , � I . - � I I WITH A DROUGHT TOLERANT GRA55 5Ef D MIX. � � . DETA I - I I I � I . . 1 . . I I � � � � � . � � � � � I I I . . I i I I - . IL Off TURN-AROUND I � , . I . I I P.O. Box 1773 � . � . . � . . 1 -7 �HE GP . I I I I � I . I . . .. " . � � I . I 1, ,A55ff5 5WALE 5HALL BE LOAMED(4" LAYER)AND 5EfDED WITH A PRCUGHT I � I . , 5CALE 4'1=40' 1 � I . (508)696-6601 Office Brewster, MA 02631 (508)8 Fax . . I � .�, , I I . . I ,. I I 11 I I I I . I % � �. I .1 I I . �: ,�: � ��': � . . , 1: I 1. . I � I . I �, . � ; '':� "� , � '! ",%, I I I I I I ��% - I � I I -. . I " :,, L, p - I. I I . I I I � I - � I 1 . I . 5CALE: I'i = 40' � I 'T e . . i � � I I I � I �!,L � '.': . ;�� ,V�V,,, I . . . I I . � I� . . I I I� .TOLff RANT GRA55 5EED MIX. , I I � .. I � I 4" , I � I � I I . ,:. ., : !,;, I � .- . � . .11 I I I I I I � . . �I 11, I I 11 � I I . I I I 11 I I : I I , , ,�� I I � I ., .1 � " , ,I" . � I I � . 1 rit;1: ,,", I ,�� . .1 I . I � I . I I . I t I � I I ,.. I I : I I w . I I I � . z I . . - I 11 :, � .. � 11 . I � : I I � I , : � '"''�, . DATE: �CALC , I . ; I �. - . - .1 I , I I L 11 I I I . 11. I I I � I � . I I . �i � I I � . I I I I . , : , .. 5 . BY: I CHECK. JOB NUMBER: � I �� I ��, ,,�", , �' , . ,,;.,, �_ I I I . I � I . � 'i I � , , � I . I 11", I I I . . I .1 � � . � . . I " : . � , I . � I � I '-p'; ,�, � 11 � � . 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I I � � i : : I � : � � � I � � __ __7 i ! � � I BARNSTABLE, GENERAL NOTES: 501L TEST LOGS : MA 5Y5TEM DE51GN CALCULATIONS: 45 NEITHER NOR SPARKING �� TESTHQLE 1: EL=72.G±ARE ALLOWED OVER SEPTIC SYSTEM DEPTH FROM SOIL SOIL 501L SOIL OTHER SEWAGE DESIGN FLOW: UNLESS H 20 COMPONENT ARE USED. \LOCUS SURFACE HORIZON TEXTURE COLOR MOTTLING 3 BEDROOM DWELLING @ 110 GPD = 330 GPD B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR (INCHES) (USDA) (MUNSELL) LEACHING CAPACITY REQUIRED:THE SYSTEM AS DESIGNED UN- �L LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. 0-4 E Fine Loamy Sand I OYR3 2 NONE 3 BEDROOMS(MAX.) @ 110 GPD = 330 GPD REQUIRED Q111 C.)CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL 4- 3 B Medium Sand I OYR7 G NONE 149 25-12 C I Medium Sand I OYRG G NONE SEPTIC TANK CAPACITY REQUIRED: q- UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. PERC @ 50"• <5 MIN/IN DAILY FLOW= 330 GPD @ 200% = GGO GAL. REQUIRED CON 5T RU CT I O N N OT E5• SEPTIC TANK CAPACITY PROVIDED: 1500 GALLON SEPTIC TANK(MIN. ALLOWED) TEST HOLE 2: EL=72.G± LEACHING CAPACITY PROVIDED: DEPTH FROM SOIL SOIL SOIL SOIL OTHER ONE(1) 25.0'X 1 2.83'X 2.0' LEACHING CHAMBER CAN LEACH: 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING Vt=[(25.0 X 12.83) + (25.0 X 2.0)2 + (I 2.83 X 2.0)2]X 0.74 GPD/5F=349.28 GPD TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. (INCHES) (USDA) (MUNSELL) 349 GPD>330 GPD REQUIRED 2.)SEPTIC TANK(S), GREASE TRAP(S), DOSING CHAMBER 0-4 E Fine Loam Sand I OYR3 2 NONES)AND DISTRIBUTION NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. BOXES)SHALL BE SET ON A LEVEL STAB 4-25 B Medium Sand I OYR7 G NONE INSTALL:BASE WHICH HAS BEEN MECHANICALLY INSTALL: 25-132 C I Medium Sand I OYRG G NONE COMPACTED, OR ON A G INCH CRUSHED STONE BASE. ONE(1)- 1500 GALLON SEPTIC TANK ONE(I) -3 OUTLET DISTRIBUTION BOX( 3.)SEPTIC TANK(5)SHALL MEET A5TM STANDARD C 1 1 27-93 AND SHALL HAVE AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- TWO (2)-500 GALLON LEACH CHAMBERSS Rated) WITH 4'OF STONE ALL AROUND NOT TO SCALE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". TEST HOLE 3: EL=72.7± 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" DEPTH FROM 501L SOIL SOIL SOIL OTHER SURFACE HORIZON TEXTURE COLOR MOTTLING REFER TO MASTER SITE * ROAD PROFILE PLAN ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE (INCHES) (USDA) (MUN5ELL) PLAN BOOK 28G PAGE G3 CENTERLINE OF THE TANK DIRECTLY UNDER THE CI EANOUT MANHOLE. 0-5 E Fine Loamy Sand I OYR3 2 NONE FOR ADDITIONAL DETAILS FOR ENTIRE SITE DEED BOOK 29590 PAGE 283 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST 5-24 B Medium Sand I 0YR7 G NONE ASSESSORS' MAP G I PARCEL 2 CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF 24-1 20 C I Medium Sand I I OYRG G I NONE I IBENCHMARK: FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. PERC 48"• <5 MIN/IN G.) PIPING SHALL CON515T OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL \ Top of Stake LEGEND V BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. TEST HOLE 4: EL=72.7± EL=74.G± (NAVD88 Datum) 7.) DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED)SHALL BE DEPTH FROM SOIL SOIL 501L SOIL OTHER \` `�O e\Nays 32 EXISTING CONTOUR 4"DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED SURFACE HORIZON TEXTURE COLOR MOTTLING ` "ode Prwa� m w w 32 PROPOSED CONTOUR AT END OR AS NOTED. (INCHES) (USDA) (MUNSELL) l �N e of Pave ent EXISTING SPOT GRADE X 12.34 0-5 E fine Loam Sand I OYR3 2 NONE �d � - 24x5 PROPOSED SPOT GRADE 8.)OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST •erm w 2'BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION 5-25 B Medium Sand I OYR7 G NONE puck o w BOX TO ASSURE EVEN DISTRIBUTION. 25-1 20 C I Medium Sand I OYRG G NONE \ ��-w w WATER SERVICE LINE 9J DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G"MEASURED BELOW w�w tF2•67 -0- OVERHEAD UTILITY SERVICE -U- UNDERGROUND UTILITY SERVICE THE OUTLET INVERT. k DATE OF TESTING: 8/22/I G •w� � �" ` � � GAS SERVICE LINE 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO PERCOLATION RATE: LESS THAN 5 MIN/INCH IN 'C PLAYER. w �6 Q TEST HOLE/ BORING LOCATION 1-I/2" DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND DUST AND SHALL WITNESSED BY: ROBERT REEDY,'EIT,J.M. O'REILLY*ASSOCIATES, INC. e t \ p BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE DAVID STANTON, AGENT, BARNSTABLE HEALTH DEPARTMENT �� �^ '� \ W - 'I 5T SEPTIC TANK SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" NO WATER ENCOUNTERED 70 / �} DB DISTRIBUTION BOX LAYER OF 1/8"TO 1/2"DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND DUST. USE A LOADING RATE OF 0.74 GPD/5F FOR SIZING OF SOIL ABSORPTION SYSTEM. ® -' o �} SAS SOIL AB5ORPTION SYSTEM I 1.)VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCE AREASED 50 FEET;, D-BOX BUILD ONE COVER TO WITHIN � p � o rc� Reserve RESERVED FOR FUTURE WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING 39 . \ TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. / A?, a `� UTILITY POLE G"OF FINISH GRADE I \ i 1 2.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF P s �. e �6 74.6 � CATCH BASIN CLEAN MEDIUM SAND(EXCLUDING TOPSOIL). 6, FIRE HYDRANT 13.) FINISH GRADE SHALL BE A MAXIMUM OF 30 OVER THE TOP OF ALL SYSTEM a \o gcjP� `�'0 ® WELL COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, D051NG CHAMBER ` ` ® DRAINAGE MANHOLE AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER 23 ■ CONCRETE BOUND, FOUND OF 9". ! e TOP OF BANK 14.) FROM THE DATE OF INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL s �, o r \G x RECEIPT OF A CERTIFICATE OF COMPLIANCE,THE PERIMETER OF THE SOIL ABSORP- �� - m 6, �p Owo = 0 I LIM T OF WORK TION 5Y5TEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. , i ; ' ai x O� � + FENCE 3 �- r,'( a ^^� EDGE OF CLEARING 15.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION ° BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- �py- QUIRES A VARIANCE)AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITINGS x:, O �� THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE v ., + pR A� �,t� OF PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. 5 SOIL REMOVAL 295.5- \ pN �\ �°� �� ��\l�!�F M,Q� ' �Q\�N �cS ` SEE NOTE I G � �'✓ ��G S1d �Cl , I G.) SOIL REMOVAL: THE TOP501L(E HORIZON) SUBSOIL(B HORIZON) \ v, q jow,, JOHN M. SHALL BE REMOVED DOWN TO EL=70.5± (TOP OF'C P LAYER) FOR A •5' S s rn , aREILLY DISTANCE OF 5 FEET FROM THE S.A.S. AREA TO BE BACKFILLED WITH CLEAN _ �� O'REILLY CIVIL 'TITLE 5"SAND, COMPACTED TO MINIMIZE SETTLEMENT. 251 I \ NO.4673,3 NO. 35200 17.) BUILDER/OWNER TO REVIEW HOUSE LOCATION, GRADING*DWELLING ELEVATION l \ ® t��f� PRIOR TO START OF CONSTRUCTION. PLAN VIEW I \ TP I/2 ( \ `��D + `(�� `� IAL ���INN SUItVE I8.) BUILDER/OWNERTO REVIEW DRIVEWAY LOCATION, GRADING�MATERIAL PRIOR `� " ',. TO START OF CONSTRUCTION. SCALE: I " = 10 I LOt I \ I'Q5c8`= 72 AREA = 30,702 517 SH>D` INSPECTION NOTE: +1 1� \ PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM I \ +1 72 NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. FLOW PROFILE: NOT TO SCALE 24" DIAMETER CONCRETE COVERS FOUR(4) COVERS TOTAL: CD �C0 O � ^ Q C� RAISED TO WITHIN G"OF FINISH 2 ST, I DB, I SAS o 46 D I C 1 K\I N✓O N DRIVE TOP OF FOUNDATION GRADE(OR AS NOTED) PLAN 777 EL=77.0± (SEE NOTE#5) Revl5ed 1/25/17: Added to each 5D5 plan - Benchmark, Test holes, Proposed EL=75.8± Pro o5ed EL=75.8± Pro o5ed EL=75.8± SCALE: 1" = 20' Street number, Electric utilities, Property Detail, exl5tlncJ contour labels. "PE07" DETAIL ��� ,� 3.0'± V. 74 2+ 3G"Proposed HABITAT FOR HUMANITY OF CAPE COD, INC. 72.8± (9"Min-3G" Max) SCALE: I" = 100' z.T 41 I MAIN STREET, SUITE G, YARMOUTHPORT, MA 02G75 fi • t ' S • ' '. 2" LAYER OF I/8"- I/2' STONE 3 oSITE SEWAGE 5Y5TEM DE51GN PLAN 74.00 73.00 10" `n I I/2"STONE \.\14" 72.75 72.00 3/4"- - 3° T 72.G7 72.50 N N o \N5 48 DICKIN50N DRIVE, BARN5TABLE, MA 40 2 DROP LOT GAS BAFFLE 70.00 Piggy 33' J.M• O TEILLY & ASSOCIATES, INC. USE TWO(2)5HOREY PRECAST - 412.00 Professional Engineering & Land Surveying Services 500 GALLON LEACH CHAMBERS 8 4± Longest Run WITH 4'OF STONE AROUND 13'---� 2' I G' 1573 Main Street - Route 6A 1500 GALLON (END VIEW) Q 2O 40 60 DB-3 EL=G I.G± BOTTOM OF TEST PIT#1, LOT I P.O. Bog 1773 SEPTIC TANK D-BOX LEACHING CHAMBER (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax H-20 25.0'x 1 2.83'x 2.0' SCALE 1"=20' DATE: SCALE: BY: 711ECK: JOB NUMBER: G:�AAJob5\Habitat\8122 - 53G River Rd Barn5table\dwg\8122.Con5tructlon Plan5.dwg I / A5 Noted RFR JMO-8 122 BARN5TABLE, 100.00,Vc I MA LOW POINT ELEV = G5.00 QP o LOW POINT 5TA = 2+77.88 �—LOCUS Ln Un PVI 5TA = 3+04.GG in — + PVI ELEV = G4.39 + U �L U A.D. = 7.20 N U �^ 149 > m K > = 13.89 W m w SLOPE CHANGE 5TA 5+1 133 5.G%TO 3.0% 84 84 i 60 80 NOADWAY PAVEMENT SECTION (WITH CNOWN) 1 NOT TO SCALE i 0 clo i NOT TO SCALE F � 1 k 3 20' low PLAN BOOK 28G PAGE G3 G 7G O' 9' DEED BOOK 29590 PAGE 283 7 A55E550R5' MAP G I PARCEL 2 ' 12" 12" RIVER RD % ! z 1+ i 3" HIGH BERNvI PAVEMENT ' O U ' ' LEGEND 20'± r z ,�- 1/4" PER PO©T (PITCH 1/4" PER FOOT PITCH 77 72 EX15TING CONTOUR 72 1 _. _._. ___ _ __._._. ___._._, , _..__ - o _ . __; — ..--._.-..._._. . ._ _..__,.- .,_.-.. _,._______.._ _..._..,._ _. _- _._ _._,_. .. 32 ,. _ PROPOSED CONTOUR 1 O t_ I ,• / O N 12 t X .34 XI I i E ST NG SPOT GRADE I .. p y.: Z 'r. }' •;' 24x k - 5 �:�' P OPOSED POT E W i` R S GRAD I ELECTRIC LINE _N—W— WATER SERVICE LINE cn Gil GII —0— OVERHEAD UTILITY SERVICE 1 z ,' G8 —u— UNDERGROUND UTILITY SERVICE G8 ! � __ _ . ___ . . ___ _..-_ __ _ ___ _.._. _ . �.� I .5" FINISH COVER (ROLLED) -°—°- > I o G GAS SERVICE LINE - p I i' o I o J CATV, TELEPHONE LINES 2" BINDER COURSE (ROLLED) TEST HOLE/ BORING LOCATION z ¢ ! �" Q �� i 1 2" DEN5E GRADE CR(U5HED STONE (5UB-BA5E- (2) 4"'LIFT5) 8"QS WATER MAIN sT SEPTIC TANK I �. i DB DISTRIBUTION BOX z V i u 4 �, __ o �, 1 64 (WIN) 4 CLEAN SAND SUB-GRADE (BASE) sas SOIL ABSORPTION SYSTEM G4 ! .,, .__ __. ._ _._. .,_. _-,_._ __ Q _._. _.--. __ _ . _.. . p ;_..__..__.._. __.____...... ,_...-._._._.. ,.___. . -_..._ _._..__ __.,.... .,,.__.--_ � � �. ___.._.._._ ..; w � _ � __.._- ., ... , 1 _ Reserve RESERVED FOR FUTURE o UTILITY POLE / I / NC)TE: WATER MAIN HYDRANT SHALL BE INSTALLED ACCORDING ® CATCH BASIN < �.\ "� p — , , , a r,.' TO)THE REQUIREMENTS OF THE BARN5TABLE WATER DEPARTMENT, LU FIRE HYDRANT \ WELL GO I _ .__..___ _ GO ® DRAINAGE MANHOLE _.__ i ■ CONCRETE BOUND, FOUND 1 — — i o f p O _. , . . � TOP OF BANK ' T zm, N �! � m � ! O N!; N p �' ., m �' � c�, � � � �: � `�; � �° � � LIMIT OF WORK � m1m� o ml - U; In; �'; cTil cJ - U , di o; � - ni I FENCE 1 �� � � � � 0� � � N �I� � � LEACH PIT, PLAN VIEW: EDGE OF CLEARING SCALE: I "= 10' __ ,_---- bH ! h t _ 0 0+50 I +00 I +50 2+00 2+5 0 3+00 3+50 4+00 4+50 5+00 5+50 G+00 G+50 4' ROAD PROFILE _ _ - EXISTING CENTERLINE h � HORIZONTAL SCALE 1 "=40' PROP05FD CENTERLINE I VERTICAL SCALE I "=4' ������ � 1 �� ` � LEACH PIT DETAIL ( 1, NOT TO 5CALE 13EGINNING OF LIMIT OF4VORK LINE lr 24"1 Cast Iron Frame and Grate Raised to Grade Use EJIW LK 121 or Equal 48,41' Cultec No, 410 Filter Fabric NOTE: SEE INDIVIDUAL LOT SDS PLANS FOR .. ;...: i � 26 I.7 I' 580.30' • •• other lest SEPTIC CONSTRUCTION SPECIFICATIONS Dpitchtoo hpits — as required N ® ....CB (FND) ;...._ \ \ ® (�� r a ' p \ ti 1 2"Diameter HDPE - _ Shea g / ti (Typical) 7' : at 0%pitch r r Lo 4 „9 _ y 5.0' ___ 3/4"- 1-1/2"Stone V� = — \ AREA 33,6 5 SF± �O \ LOT 3 TP3 _ — — AREA=30,626 5F± /4 _ _.. — — PROP05ED DRAINAGE FACILITY: GRA55ED DRAINAGE SWALE WRH , SUBSURFACE LEACHING FACILIN / \ \ \ \ � '" 220� �� " � • FOUR(4)-14 DIAM X 5 DEEP LEACH PITS `pj 1 ,� s 3`` y ••2� BOTTOM Of SWALE EL:56.0 / / I \ \ \ \ \ \ 9 ' "�. r 23.9'3 OO W '1E' /a y ', 104.5'± W /I 4.�' G.0' 4.0 \ s' CATCH BA51N C.I.RIM EL-%.5 BEGINNING OF Q 14.0' LIMIT OF WORK LINE / N \ \ \ % \ \ \ c, C� O• O i A,2'y \` :\ / '', PROPOSED ELECTRIC<TV/TELEPHONE / / / , r \ \ \ \ \ \ \ ! +9�,9 ,OO \ �O5 I .r, 0r, \ \API/2 I ❑ I// BOMA 5 DEEP UNDERGROUND CONDUIT /\ I µ 0' ';i a ,,•k _ + +1 LEACH PIT , „ . 3i .60' G`' / 1 P\ 7.2A" / A5 MANUFACTURED BY 5HOREY OR EQUAL :.: . o M/ � \ urnl-az \ \ �\ / \ PROPOSED STOAIE \ - a'_' \" / \ \ \\ 5Wf.LE CHANNEL./ !+ N\ S / , P \ r \ \ a NYD 190.71 \LOT 7 ■eoo ` I AREA-39,160 5F±\ \ / / a \s \ r-r'� •r' �?51' a\ + +1 PROP05ED CLEARING J nbuild le Open Space LOT 2\ \ \ \ �• .✓ 0 a/a ' \ a---'a"'� "' ," ,� N J(/ g OF THSTING r \ r 6T '. \+ AREA=35,101 5F± U/ NJ VEGETATI E METINGON SCAB TO \ \ 42• 1�\ f ` �(II IMPROVE Sfrl D15TANCE 3ie \ \\ \\ `. �" a a \ .J �� l •••J, M ', '.'-�" \ \ J - \ / W '' e, \ w ..•-, .-.— '� � 5J 25, TPI/z i q e tom—[ [ [�[ ..:, ,;; ,• ._ ti, 7" SED P m •' . p5 g� , F PROPO PAINTED STOP BAR [-'� [��[. OF � � �.,,�. � . 45TOP SIGN ` tI \` � „ �_.� ,... a OLo � �'� O FPROORP DEED SAW CUT AT OINT ATD BE TUBMAN OF ROADNEW t 24.9,5,. TH2 ;. ;.. ,.. ...: ..'. .... ! ( K ;z 2�\ 4 \\ �L 156 4' PAVEMENT AT STA 0+00 EL-69.3t. HE —d!�' O/ `�[ �,8 a ✓ \ \ �Y I ,,y $ t \ !OG ` 5S [ '} \/ : � " O/ LOT 5J®I-IN EDGE OF NEW PAVEMENT SHALL BE FINIS D i , g' t WITH SMALL BERM 50 AS TO PREVENT WATER i ��SO t 6, A r \ y `'1L \ /' F M. y ENTERING THE NEW ROAD FROM TUBMAN ROAD. ,i'� \N D i �� a � m 'I''k syh lC I d" ^." \ \ N / AR.!_A=22.01 2 5F± N O \'/F' \ ' .-'! '`'•- / "�e3�. 0 / \ �D p ®'REILLY Ln O+CO O t�"w— n--[_ �tiOP�, ! t / ry t � \ S TP34 Ql \ lil•N Ck. �^ Unb',nldable Open 5 ace -•� f --f La \ A Low POINT EL-65.0�it0! A„ I P (�!' i LOT 6 / .` �„/'/ I I I \ 74 I >F AREA- 10,075 5F:t7 \ a-'"r� \ \�., 7/2 j Unbulldable Open Spade � 33 LOt I \ , 72 PROPOSED 5^DIA \ �' / A 1°�4 \ I I AREA=3 702 5P± SHED' - Q j WATER MAIN WITH •i \ I+ ^ / ONE(I)HYDRANT AT TURNAROUND N, Revised 1/25/17: Added to each 5D5 plan - Benchmark, Test holes, �/I number, Electric utilities, Property Detail, existing contour labels. ..- 172.09' /-• ........ / \ 412.06' \ , ..--- .._. —'--''' , Street ....., 193.66' . 122.94' _.... BENCHMARK: ✓ / \ / I ` J __�. LOT 8 Top f PK Nail LOT , I _ ® W HABITAT FOR HUMANITY OF CAPE COD, INC. o ^�•� EL-6G.7t(NAVDBB Dak"m) ' .� i AREA=28,pen n 5 ac p uPn 1 4z Unbmldable OaCe \ /- .,� / _ e\ _ i 41 1 MAIN STREET, SUITE G, YARMOUTHPORT, MA 02G75 V YELPED PROPOSED CLEARING ••••' -_'-! 2 Pved Dr�ewav -'� ��^'eway -.. ••-� -,._ \ i. OF THE EXISTING .•..•°•• - _•.• M VEGETATION OA5T0 9O4 ` ASTER SITE ROAD PROFILE PLAN IMPROVE ISITEON DISTANCE O O ® CB (FND) 536 RIVER ROAD, BARN5TABLE, MA 6ENCHMARK: J.M. 0 REILLY �C ASSOCIATES, INC. BEGIN TO SUPER Top of PK Na1I ELEVATE THE PAV_MENT EL�67.B±(NAVmSB Datum TOWARDS THE LOW POINT 1 BEGIN TO SUPER ELEVATE THE PAVEMENT TOWARDS THE LOW POINT Professional Engineering & Land Surveying Services PLAN o 40 80 ► 20 PORADISTPR—P r LOW POINT: 5CALE I "=40' P.O. Box 1773 1573 Main Street - Route 6A OF THELOWPOINTTHEPAVEMENTSHALLBE 5CALE I "-40' SUPER ELEVATED TO PITCH TOWARDS THE (508)896-6601 Office Brewster, MA 02631 (508)898-6602 Fax 'I STONE SWALES.T THEE CROWN SHALL NOT EXIST ALONG THE CENTERLINE OF THE PAVEMENT WITHIN SCALE: BY: CHECK: JOB NUMBER: THIS AREA G:\AAJobs\Habitat\8122 - 536 River Rd 5arn5ta1ble\dwg181 22.Con5tructlon Plans.dwg La/ 1411 G As Noted RFR JMO JMO-8 122