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Home My WebLink About0080 SANDY NECK (2) ��a S��c� ►� �G 1� a .. � - - - - - - -s:,. }} 1 i 1 04 N � c W JN U d IS FILE BACK IN ATTIC BANKERS BOX- FILE ALPHABETICALY BY STREET PLEASE DO NOT FILE IN STREET FILE Q:forms/largeplansbankersbox ir,`✓• THE PERMANENT WOOD, FOUNDATION t SYSTEM BASIC REQUIREMENTS TECHNICAL REPORT NO. 7 1. GENERAL DESCRIPTION port lateral soil pressures as well as live, dead and climatic loadings. Vertical loads are distributed to the ® The Permanent Wood Foundation is a load-bearing supporting soil by a composite footing consisting of a wood-frame wall system designed for below-grade use as wood footing plate and a structural gravel layer,much as a foundation for light-frame construction. It was in the construction of heavily loaded modem developed cooperatively by the wood products industry highways. and the U.S. Forest Service, with the advice and Secondly, all lumber and plywood in contact with or guidance of the HUD Federal Housing Administration close to the ground is protected against decay and insects and utilizing research findings of the National Associa- by pressure treating with proven wood preservatives.The tion of Home Builders Research Foundation. The sys- durability and effectiveness of these preservative systems tem combines proven construction techniques with the have been proven by.decades of research by the U.S. latest technology in below-grade moisture control. Forest Service. Although essentially similar to traditional wood-frame Finally,moisture control measures based on the latest construction, the Permanent Wood Foundation System developments in foundation engineering, construction includes three significant additions to conventional practice and building materials technology are employed above-grade methods. These modifications, where corn- to achieve dry and comfortable living space below-grade. bined with traditional technology, provide a strong,dur- The most important of these measures is a porous gravel able and dry wood foundation. envelope surrounding the lower part of the basement. : First, the stress-graded lumber framing and plywood This porous layer conducts ground water to a positively sheathing in the system are carefully engineered to sup- drained sump, thus preventing hydrostatic pressure on . +,Y the basement walls or floor. Similarly, moisture reach- Federal Housing Administration, and Farmers Home i ing the upper part of the basement foundation wall is Administration. deflected downward to the gravel drainage system by polyethylene sheeting, or by the treated plywood wall 3.3 � �� Preservative � Woods itself.The result is a dry basement space that is readily 3.3.1. Fasteners used in preservative treated wood insulated for maximum comfort and conservation of treated in accordance with Article 4.0 shall meet the energy. requirements of this Article. Wood foundation sections of lumber framing and Fasteners of silicon bronze or copper or stainless steel plywood sheathing may be factory fabricated or con- types 304 or 316 as defined by the American Iron and structed at the job site. Steel Institute classification, shall be permitted in pre- servative treated wood above or below grade. Hot- dipped zinc coated steel nails having a minimum 2. SCOPE average weight of zinc coating of 2.00 oz/ft' of surface and that conform to requirements of the current edition The basic design and construction requirements for of American Society for Testing and Materials Standard the Permanent Wood Foundation System are set forth in ASTM A153, Specification for Zinc Coating(Hot-Dip) this publication.Included are criteria for materials,pre- on Iron and Steel Hardware,shall be permitted in pre- servative treatment, soil characteristics, environmental servatively treated wood(i)above grade,(ii)below grade control, design loads and structural design. Where when installed in basement constructions, provided requirements are based on nationally approved and polyethylene sheeting is applied to the exterior of the recognized standards and specifications, these stan- below grade portions of basement walls and beneath the dards "and specifications are referenced without joists of wood basement floors; and (iii) below grade elaboration. when installed in crawl-space constructions situated in Designers, fabricators and builders desiring detailed well-drained Group I soils,provided polyethylene sheet- handbook information on how to construct wood foun- ing is applied to the exterior of the below grade portions dations may consult the Permanent Wood Foundation of exterior walls in accordance with the installation System Design,Fabrication,Installation Manual,by the requirements for polyethylene sheeting on basement National Forest Products Association. This Manual walls. provides useful design formulas, design tables, typical detail drawings and recommended fabrication and 3.3.2. Framing anchors shall be of zinc coated sheet installation practices. steel conforming to Grade A,as set forth in the current edition of American Society for Testing and Materials Standard A446, Specification for Steel Sheet Zinc 3. MATERIALS Coated(Galvanized)by the Hot-Dip Process, Physical 3.1 Lumber (Structural) Quality, and having at least the following Lumber shall be of a species and grade for which minimum properties: allowable unit stresses are set forth in the current edition Allowable stress in tension .. . . . .. . . .33,000 psi of the National Design Specification for Wood Con- Yield point.. . . . .. . . . . . ..... . . . . . . . . ,000 psi struction,by the National Forest Products Association, Ultimate strength . . . . . . . . . . . .. . . . . . .45,000 psi and shall bear the grade mark of,or have a certificate of Elongation in 2 inches. . ... . . . . . . . . .20 percent inspection issued by, a lumber grading or inspection The corrosion resistant coating shall be 1.25 oz.pot yield bureau or agency recognized as being competent commercial class hot-dipped zinc coating, or 0.625 oz. matte finish hot-dipped zinc coating each side,and may 12 Plywood be applied to the steel sheet before the anchor is stamp- Plywood shall be all-veneer panels bonded with ed out.The zinc coating shall conform to the applicable exterior glue(Exposure 1)and grade marked indicating requirements of the current editions of American conformance with the current edition of U.S. Depart- Society for Testing and Materials Standards A446,A153 ment of Commerce Product Standard PS 1, Construc- and A90, Tests for Weight of Coating on Zinc Coated tion and Industrial Plywood.All plywood shall bear the (Galvanized) Iron or Steel Articles. Nails for use with grade mark of a plywood inspection agency approved framing anchors shall conform with the requirements and recognized by major model building code agencies, for nails specified elsewhere herein. 2 3.4. Gravel, Sand or Crushed Stone lumber and plywood shall bear the quality mark of an for Footings and Fill approved inspection agency which maintains continu- ing supervision, testing and inspection over the quality 3.4.1.Gravel shall be washed,and well graded.The of the product,as described in an approved testing stan- maximum size stone shall not exceed 3/4-inch. Gravel dard, and shall be identified by the symbol and other shall be free from organic, clayey, or silty soils. markings required by that standard. i 3.4.2. Sand shall be coarse, not smaller than 1/16- 4.2. Where FDN lumber is cut or drilled after treat- inch grains and shall be free from organic, clayey, or ment, the cut surface shall be field treated with the silty soils. following preservatives by repeated brushing,dipping,or soaking until the wood absorbes no more preservative: 3.4.3.Crushed stone shall have a maximum size of Ammoniacal Copper Arsenate(ACA),Chromated Cop- 1/2-inch. per Arsenate (CCA), Fluor Chrome Arsenate Phenol (FCAP), Acid Copper Chromate (ACC), or Copper 3.5. Polyethylene Sheeting Napthenate. Copper Napthenate shall be prepared with a solvent Polyethylene sheeting shall conform to the require- conforming to AWPA Standard P5. The preservative ments of the current edition of American Society for concentration shall contain a minimum of 2% copper Testing and Materials Standard D4397, Polyethylene metal. Preparations made by manufacturers of preser- Sheeting for Construction, Industrial and Agricul- vatives can also be used. tural Application. j Water-borne preservatives ACA and CCA Types A,B, and C shall have a minimum concentration of 3% in 3.6. Sealants solution. Water-borne preservatives FCAP and ACC may be used for field treatment of material originally 3.6.1.-The bonding agent for attaching the treated with CCA and ACA water-borne preservatives, polyethylene sheeting to the plywood wall shall be cap- and the concentration of FCAP or ACC shall be a ' able of producing a good polyethylene-to-wood bond minimum of 5% in solution. and the bonding agent for sealing the joints between i polyethylene sheets shall be capable of producing a 4.3. All lumber and plywood used in exterior foun- good polyethlene-to-polyethylene bond under the con- dation walls (except the upper top plate); all interior ditions of temperature and moisture content at which bearing wall framing and sheathing,posts or other wood ' they will be applied and used: supports used in crawl spaces;all sleepers,joists,block- ing and plywood subflooring used in basement floors; 3.6.2. The sealant used for caulking joints in and all other plates, framing and sheathing in the plywood wall sheathing shall be capable of producing ground or in direct contact with concrete shall be preser- an effective moisture seal under the conditions of tem- vative treated. Where a significant portion of a bottom perature and moisture content at which it will be story wall is above adjacent ground level,such as when a applied and used. building is situated on sloping terrain,the portion of the _wall to be considered as foundation wall shall be based on good engineering practice.Some members in such a 4. PRESERVATIVE TREATMENT wall may not require preservative treatment, such as 4.1. All lumber and plywood used in Permanent window or door headers or the top plate.As a minimum, all exterior wall framing lumber and plywood sheathing Wood Foundations and required to be preservative treated shall be pressure treated in accordance with the used in Permanent Wood Foundations and less than 8 requirements of the current edition of American Wood inches above finish grade shall be preservatively Preservers Bureau Standard AWPB-FDN,Quality Con- treated. trol Program for Softwood Lumber, Timber and Plywood Pressure Treated with Water Borne Preser- 5. SOIL CHARACTERISTICS vatives'for Ground Contact Use in .Residential and t Light Commercial Foundations. After treatment, each 5.1. Soils are defined herein in accordance with the piece of lumber and plywood shall be dried to a mois- Unified Soil Classification System. Four broad groups ture content not exceeding 19%. Each piece of treated of soils and the corresponding type according to the 3 ''1 Unified Soil Classification System are shown in Table 1, silts, micaceous or diatomaceous fine sandy or silty which also provides important characteristics for the soils,elastic silts)shall be well compacted to prevent sur- various soil types. Design properties therein shall be face water infiltration. used except when the authority having jurisdiction or qualified soils engineers assign other values, based on 5.3. Group IV soils are unsatisfactory for foun- soil tests or local experience. dations unless special precautions are taken. Wood 5.2. Backfill of CH type (inorganic clays of high foundations shall not be built on soils, in this group plasticity)or other types of expansive soils shall not be unless a qualified soils engineer advises on the design of compacted dry. Backfill with MH soil types (inorganic the entire soil system. t TABLE 1 t TYPES OF SOILS AND THEIR DESIGN PROPERMES Allowable Unified bearing in Volume soil pounds per Drainage Frost change Soil group classification Soil description square foot Character. have potential system with medium istics2 potential expansion symbol compaction or stiff r f • 11 GW Well-graded gravels,gravel sand mixtures, 8000 Good Low Low little or no fines. GP Poorly graded gravels or gravel sand mixtures, 8000 Good Low Low little or no fines. Group I SW Well-graded sands,gravelly sands,little or no 6000 Good Low Low Excellent fines 8P Poorly graded sands or gravelly sands, little 5000 Good Low Low or no fines GM Silty gravels, ravel-sand-silt mixtures. 4000 Good ium ium Low SM Silty sand, sand-silt mixtures. 4000 Good Medium Low GC Clayey gravels,gravel-sandclay mixtures. 4000 Medium Low SC Clayey sands,sand-clay mixture. 4000 Medium Medium Low Group II Inorganic silts and very fine sands,rock flour, Fair to Good ML silty or clayey fine sands or clayey silts with 2000 Medium High Low slight plasticity. Inorganic clays of low to medium plasticity, Medium, CL 2000 Medium Medium gravelly clays,sands clays,silty clays,lean clays. to Low Group III CH Inorganic clays of high plasticity,fat clays 2000 Poor Medium High/ Poor MH Inorganic silts,micaceous or diatomaceous fine 2000 Poor High High sandy or silty soils,elastic silts OL Organic silts and organic silty clays of low 400 Poor Medium Medium Group IV plasticity. Unsatisfactory OH Organic clays of medium to high plasticity, 0 Unsatis- I edium High organic silts. factory Pt Peat and other highly organic soils. 0 Unsatis- Medium High factory Y ,Dangerous expansion might occur if these two soil types are dry but subject to future wetting. ZThe percolation rate for good drainage is over 4 inches per hour,medium drainage is 2 to 4 inches per hour,and poor is less than 2 inches per hour- 313uilding code allowable bearing values may differ from those tabulated. 4Allowable bearing value may be increased 25 percent for very compact, coarse grained gravelly or sandy soils or very stiff fine-grained clayey or silty soils.Allowable bearing value shall be decreased 25 percent for loose,coarse-grained gravelly or sandy soils, or soft, fine-grained clayer or silty soils. To determine compactness or stiffness to estimate allowablt tkaring capacity, measure the number of blows required to drive a 2-inch outside diameter, 1.375-inch inside diameter split-barrel sampler one foot into the soil by dropping a 140 pound hammer through a distance of 30 inches.Select compactness or stiffness value as follows: t Coarse grained gravelly or sandy soils Fine grained clayey or silty soils - (Unified Soil Classification System types GIN,GP,GM,GC, (Unified Soil Classification System types ML,CL,OL,MH,CH,OH.) SIN,SP,SM,SC.) Loose Medium compaction Very compact Soft Medium stiffness Very stiff (number of blows per foot) 10 or less 1 1.50 51 or more 4 or less 5-15 16 or more 4 C 6. ENVIRONMENTAL CONTROL The top edge of the polyethylene sheeting shall be bon- ded to the plywood sheathing. A treated lumber-or 6.1. The following Articles, 6.2 through 6.10, pre- plywood strip shall be attached to the wall to cover the sent requirements to achieve dry, comfortable and top edge of the polyethylene sheeting. The wood strip energy efficient below-grade living space above the per- shall extend several inches above and below finish manent water table. Habitable space below the perma- grade level,as required to protect the polyethylene from nent water table is not recommended unless special exposure to light and from mechanical damage at or moisture control measures are designed by a qualified near grade.The joint between the strip and the wall shall - engineer or architect, or are in accordance with the be caulked full length prior to fastening the strip to the requirements of the authority having jurisdiction. wall.Alternatively,asbestos-cement board,brick,stucco or other covering appropriate to the architectural treat- 6.2. Adjacent ground surface shall be sloped away ment may be used in place of the wood strip. The j from the structure with a gradient of at least 1/2-inch per polyethylene sheeting shall extend down to the bottom foot for a distance of 6 feet or more. Provision shall be of the wood footing plate but shall not overlap or extend made for drainage to prevent accumulation of sur- into the gravel footing. face water. 6.8. The space between the side of a basement 6.3. A porous layer of gravel,crushed stone or sand excavation and the exterior of a basement wall shall be shall be placed to a minimum thickness of 4 inches backfilled for half the height of the excavation with the under basement concrete floor slabs or wood basement same material used for footings, except that for floors and all wall footings. For basement construction basements located in Group I soils, or other sites that in Group III soils, the porous layer under footings and are well drained and acceptable to the authority having slab or floor shall be at least 6 inches thick. jurisdiction,the granular fill need not exceed a height of one foot above the footing.The top of this granular fill Da 6.4. Where there is basement space below grade,a outside basement foundation walls and footings shall be sump shall be provided to drain the porous layer unless covered with strips of 6-mil thick polethylene sheeting or the foundation is installed in a Group I soil. It shall 30-pound asphalt paper,with adjacent strips lapped to extend at least 24 inches below the bottom of the base- provide for water seepage while preventing excessive ment floor slab and shall be capable of positive gravity infiltration of fine soils. Perforated sheeting or other or mechanical drainage to remove any accumulated filter membrane may also be used to control infiltration water. of fines. `r 6.5. A 6 mil thick polyethylene moisture barrier 6.9. If a continuous concrete footing rather than a shall be applied over the porous layer. A concrete slab composite wood and gravel footing is used with the shall be poured over the sheeting or a wood basement wood foundation in basement construction, the con- floor system shall be constructed on the sheeting.Where crete shall be placed over a 4-inch thick layer of gravel, wood floors are used,the polyethylene sheeting shall be crushed stone or sand that is arranged to allow drainage placed over wood sleepers supporting the floor joists of water from the granular backfill outside the footing to and provision made for drainage to the porous layer the porous layer under the slab. Alternately, drainage below at the end of each bay. Sheeting should not across the concrete footing may be provided by extend beneath the wood footing plate. transverse pipes or drain tiles embedded in the concrete every 6 linear feet around the foundation. 6.6. In basement construction, joints between plywood panels in the foundation walls shall be sealed 6.10.1. Wood foundations enclosing habitable full length with caulking compound. Any unbacked space may be insulated between studs or outside of the panel joints shall be caulked at the time the panels are foundation wall. fastened to the framing. t 6.10.2. Where insulation is installed between studs `6.7. Six mil thick polyethylene sheeting shall be and a vented air space is not provided between the applied over the below-q+ portion of exterior base- insulation and the plywood foundation wall,insulation 1 ment walls prior to backfilling. Joints in the poly- and vapor barrier should be installed from the upper ethylene sheeting shall be lapped 6 inches and bonded. plate down to approximately one foot below outside 5 1 grade. This insulated portion of the stud cavity should 7.2 SOII Loads be closed off from the space below by folding an exten- For purposes of designing a wood founda- sion of the vapor barrier into the cavity and attaching it tion,the soil acting against the treated wood foundation to the plywood foundation wall. Additonal insulation wall may be assumed to be a fluid. Lateral pressure of without vapor barrier may be installed below this the soil on the wall is assumed to be the same as the level. pressure from a fluid having a given equivalent-fluid weight. Unless the local building code contains specific 6.10.3. If a vented air space is provided between requirements for equivalent-fluid weight, or specifies the insulation and the plywood foundation wall, the vapor barrier should extend down to the bottom other means of determining lateral soil design loads,an � equivalent-fluid weight of 30 pounds per cubic foot is plate. satisfactory for most soils. For buildings erected on 4 6.10.4. Where insulation is installed between the Group III soils that are unstable or where local studs in the below grade portion of the foundation wall, experience shows a history of poor foundation perfor- a space of at least 2 inches should be provided between mance,or for buildings on Group IV soils,the installa- tion shall be approved by the authority having the end of the insulation and the bottom plate. jurisdiction or a qualified soils engineer shall be 6.10.5. In crawl space construction, insulation consulted. may be installed between floor joists or, for greater energy use efficiency,against the band joists and on the inner faces of the studs and plates of the foundation 8. STRUCTURAL DESIGN stem wall. Stem wall insulation should be separated from the soil by a.crawl space ground cover.Ventilation of the crawl space shall be provided in accordance with 8.1. General the applicable local building code. If there is no local governing code, ventilation requirements in one of the Structural design of wood foundations shall be in major model building codes shall be followed. accordance with established structural engineering and wood design practices,as set forth in the current edition of the National Design Specification for Wood Con- struction,by the National Forest Products Association, 7. DESIGN LOADS and in the building code having jurisdiction. 7.1 General 8.2. Allowable Stresses 7.1.1. All parts of the wood foundation system 8.2.1. Allowable unit stresses for lumber shall be shall be designed and constructed to provide safe sup- as provided in the current edition of the National port for all anticipated loads. Design loads shall not be Design Specification for Wood Construction. Design less than those specified in the building code for the stresses for framing lumber shall be based on use under jurisdiction where the structure is to be built. If there is dry conditions (19% maximum moisture content), no local governing code, design loads from one of the except that stresses for footing plates and crawl space framing shall be based on use under wet conditions. major model building codes shall be used as a guide. j 8.2.2. Design procedures, allowable unit stresses 7.1.2. Design loads shall include downward forces and section properties for plywood shall be as specified in acting on the wall from dead loads and roof and floor the building code having jurisdiction, or in accordance live loads, plus the inward pressure from soil. Where with good engineering practice. The design procedures, applicable, the foundation shall also be designed to stresses and section properties published in the Plywood resist wind,earthquake,and other static or dynamic for- Design Specification,by the American Plywood Associa- ces. The foundation system shall be designed for the tion, for plywood bearing the APA grade make of that most severe distribution,concentration,or combination organization,are acceptable.Design stresses for plywood of design loads deemed proper to act on the struc- sheathing shall be based on use under damp (moisture ture simultaneously. content 16% or more) conditions. i I i 6 i i i 8.3. Allowable Loads on Fastenings from vertical at each edge of the footing plate. Additionally, the gravel, sand or crushed stone footing 8.3.1. Allowable loads for steel nails shall be in shall have a width not less than twice the width and a accordance with the current edition of the National thickness not less than three-quarters the width of the Design Specification for Wood Construction.Allowable wood footing plate and shall be confined laterally by loads for stainless steel Types 304 or 316,silicon bronze backfill, granular fill, undisturbed soil, the foundation or copper nails shall be developed on a comparable wall or other equivalent means. basis to loads allowed for common steel nails, taking into account the relative size and stiffness properties of 8.4.5. The bottom of the wood footing plate shall 1' the nail or appropriate test data. Allowable loads for not be above the maximum depth of frost penetration unless the gravel,sand or crushed stone footing extends stainless steel Types 304 or 316,silicon bronze or copper gr g to the maximum depth of frost penetration and is either staples or other fasteners shall be in accordance with good engineering practice. connected to positive mechanical or gravity drainage,at or below the frost line, or is installed in Group I soils 8.3.2. Allowable loads for framing anchors shall where the permanent water table is below the frost line. conform to the building code having jurisdiction and to A granular footing connected to a positively drained good engineering practice. sump(see Article 6.4)by a trench filled with gravel,sand or crushed stone,or by an acceptable pipe connection, 8.4. Footing Design shall be considered to be drained to the level of the bot- tom of the sump or the bottom of the connecting trench 8.4.1. The Permanent Wood Foundation System or pipe, whichever is higher. incorporates a composite footing,consisting of a wood footing plate and a layer of gravel, coarse sand or 8.4.6. Where the bottom of the wood footing plate crushed stone. The wood footing plate distributes the of a crawl space wall is not below the frost line,the top of axial design load from the framed wall to the gravel the gravel, sand or crushed stone outside the wall shall layer which in turn distributes it to the supporting be covered as required in Article 6.8 for basement con- soil. struction, to prevent excessive infiltration of fine soils. 8.4.2. Soil bearing pressure under the gravel,sand or crushed stone footings shall not exceed the allowable 8.4.7. Where a wood footing plate is close to soil bearing values from Table 1 except as modified by a finished grade,such as when a deep granular footing is qualified soils engineer or the authority having used to reach the frost line,the granular footing shall be jurisdiction. protected against surface erosion or mechanical disturbance. 8.4.3. Footing plate width shall be determined by allowable bearing pressure between the footing plate 8.4.8. Posts and piers and their footings in and the granular part of the footing. From Table 1, the basements or crawl spaces shall be in accordance with allowable bearing pressure on uncompacted gravel, the requirements of the building code having jurisdic- sand or crushed stone is 3000 pounds per square foot or tion and local good practice for wood frame construc- more. When the footing plate is wider than the bottom tion, or may be designed in accordance with standard wall plate, the tension perpendicular to grain stress engineering procedures. Footings under posts or piers induced in the bottom face of the footing plate shall not may be of treated wood,treated wood and gravel,precast exceed one-third the allowable unit shear stress for the concrete or other durable material. footing plate.Use of plywood strips to reinforce the lum- ber footing plate is acceptable. 8.5. Foundation Wall Design 8.4.4.,Thickness and width of the granular footing 8.5.1. Foundation wall studs shall be designed for shall be determined by allowable bearing pressure be- stresses due to combined bending moment and axial tween the gravel,sand or crushed stone and the support- loading resulting from laterial soil pressure and ing soil, assuming the downward load from the wood downward live and dead loads on the foundation wall, footing plate is distributed outward through the gravel, and for shear stresses due to lateral soil pressure. Top sand,or crushed stone footing at an angle of 30 degrees and bottom wall plates shall be designed for bearing of 7 the studs on the plates.Joints in footing plate and upper withstand axial forces and bending moments resulting top plate shall be staggered at least one stud space from from laterial soil pressures at the base of the exterior joints in the adjacent plate to provide continuity be- foundation walls and floor live and dead loads. Floor tween wall panels. Framing at openings in wall and framing shall be designed to meet joist deflection floor systems and at other points of concentrated loads requirements of the building code having jurisdiction. shall be designed with adequate capacity for the concen- Unless special provision is made to resist sliding trated loads. caused by unbalanced lateral soil loads,wood basement floors shall be limited to applications where the dif- 8.5.2. Plywood wall sheathing shall be designed ferential depth of fill on opposing exterior foundation for the shear and bending moment between studs due to walls is 2 feet or less. soil pressures. Joists in wood basement floors shall bear tightly against the narrow face of studs in the foundation wall 8.5.3. Joints, fastenings and connections in the or directly against a band joist which bears on the studs. wood foundation system shall be adequate to transfer When stud and joist spacing differ,the band joist shall all vertical and horizontal forces to the footing or to the be designed to carry lateral soil loads on the foundation applicable floor system. Connections at the top of the studs to the basement floor joists. Plywood subfloor foundation wall shall be designed to transfer lateral soil shall be continuous over lapped joists or over butt joints load into the first floor assembly.Lateral load at the bot- between in-line joists. Sufficient blocking shall be pro- tom of a basement wall shall be transferred to the base- vided between joists to transfer lateral forces at the base ment floor through bearing of the studs against the floor. of the end walls into the floor system. Lateral load at the bottom of a crawl space wall shall be Where required, resistance to uplift or restraint resisted by the soil inside the footing.Friction forces be- against buckling shall be provided by interior bearing tween framing members and beneath footing plates may walls or appropriately designed stub walls anchored in be taken into account. the supporting soil below. Footings under posts or load-bearing interior par- 8.5.4. Foundation walls subject to racking loads titions bearing on wood basement floors shall be due to earthquake,wind or differential soil pressure for- designed to provide uniform load distribution to the ces shall be designed with adequate shear strength to gravel. Wood sleepers supporting wood basement floor resist the most severe racking load or combination of joists shall be designed as footing plates for distributing loads, but earthquake and wind forces shall not be floor loads-to the gravel. assumed to act simultaneously. Where a bottom wall Sleepers, joists, blocking and plywood subflooring plate of 1-inch nominal thickness has been used, the used in basement floors shall meet the treatment bottom of the wall shall be considered an unsupported requirements of Section 4. panel edge when determining shear resistance of the wall. 8.7.3. All lumber used in interior load bearing walls that are supported on a Permanent Wood Founda- 8.6. Interior Load-Bearing Walls tion basement floor that is more than 18 inches below the highest point of elevation of the outside finish grade Interior load-bearing walls in basements or crawl shall be preservative treated in accordance with the spaces shall be designed to carry the applicable dead requirements of the current edition of American Wood and live loads in accordance with standard engineering Preservers Association Standard AWPA C-1,All Timber practice and the requirements of the building code hav- Products—Preservative Treatment by Pressure Process. ing jurisdiction. 8.8. Uplift or Overturning 8.7. Basement Floor Design Design of the structure for uplift or overturning shall 8.7.1. Concrete slab basement floors shall be be in accordance with the requirements of the building designed in accordance with requirements of the build- code having jurisdiction or be based on the provision of ing code having jurisdiction,but shall be not less than 3 the current edition of American National Standards inches in thickness. Institute Standard A58.1, Building Code Requirements for Minimum Design Loads in Buildings and Other 8.7.2. Wood basement floors shall be deigned to Structures. 8 i C� YI :ems �pl�L - L /9� 1 l < v �ZFIE Tq� . ..�{.°� The Town of Barnstable MAS& �� Office of Town Manager 059. " 367 Main Street,Hyannis MA 02601 Office: 508-790-6205 Warren J. Rutherford Fax: 508-790-6226 Town Manager December 2, 1994 Mr. Norman Hayes, Trustee Hannah Wickes Island Trust _ Box 281 West Barnstable, MA 02632 Dear Mr. Hayes, In accordance with Clause 2 of the lease agreement between the Town of Barnstable and the Hannah Wickes Island Trust, please be advised of the Town's acknowledgment that you have complied with Section 2 of the aforementioned lease. As such, the Town of Barnstable shall not invoke Section 7 - Default due to your prior failure to comply under Section 2. Given the above, I expect you are clear to proceed. Sincerely yours, WarrhJ. utherford Town Manager cc Ralph Crossen, Building Commissioner Tony Troiano, Chief Ranger, Sandy Neck Thomas Geiler, Director, Department of Health, Safety and Env iromental Services TOWN OF BARNSTABLE �FTME T�4 OFFICE OF ! BAWSTAM i BOARD OF HEALTH �o i639• �� 367 MAIN STREET HYANNIS, MASS. 02601 November 3, 1994 Norman Hayes Box'28T West Barnstable, MA 02668 Dear Mr' Hayes: You are granted permission to continue to utilize an "out-house" and to reconstruct a "lean-to" at parcel 4 located at Sandy Neck, Barnstable with the following conditions: (1) No door ways are authorized between the"camp" building and the"lean- to". (2) The"lean-to" may not be constructed any larger than the existing "lean-to" onsite. The permission is granted because Sandy Neck is considered as an area of environmental concern. The use of a new onsite sewage disposal system at this site would increase human use and may prove to be detrimental to the area. Very truly yours, oseph C. Snow M.D. .. Acting Chairman. Board.of.Health Town of Barnstable JCS/bcs hayesl 293 Washington Street Norwell MA 02061 The BSC Group' • February 1, 1994 617 659 7981 Old Kings's Highway Historic District Committee Town of Barnstable School Administration Building 367 Main Street Hyannis, Massachusetts 02601 ATTN: Gwen Brown RE: Request for Exemption by the Hannah Wickes Island Trust, c/o Norman W. Hayes, to Reconstruct a Shed at Assessor's Map 203, Lot 4 on Sandy Neck Dear Commissioners: As Trustee of the Hannah Wickes Island Trust, I am requesting an exemption from the Old King's Highway Historic District Commission pursuant to the reconstruction of a shed which was destroyed by the 1991 hurricane and winter storms of 1992/1993. The following are facts pertinent to this request: Engineers 1. The shed is to be reconstructed as per the original footprint, complete with door and window and on four (4) sono tubes. Environmental Scientists 2. Because the shed is behind the camp, it is not visible to the public. GIS Consultants Landscape 3. The shed is attached to the camp which was constructed in 1898. Architects 4. All debris has been removed from the site. Planners Surveyors 5. The entire structure is located on land owned by the Town of Barnstable. Old King's Highway Regional Historic District Committee Town of Barnstable February 1, 1994 Page 2 If you should have any questions, I plan to bring photographs which should assist with your understanding of the exemption request to the hearing. Please note that the land surrounding the structure and beneath it is owned by the Town of Barnstable. The Town has been notified by the applicant by certified mail of the hearing date. Sincerely yours, THE BSC GROUP, INC. orman W. Ha s Associate NWH/no WP\NWH\WICKES Form 1 . . . . . ._. . . . . . _ .:OEM FBeNo. .. . (To be provided by DEOE) cnyir.0" ' 'Ba'rnstable Commonwealth of Massachusetts Appkwt.Flannah Wicks Rea lizy !Tr. Request for a Determination of Applicability Massachusetts Wetlands Protection Act, G.L. c. 131, §40 1. I.the undersigned,hereby request that the Town of Barnstable Conservation Commission make a determination as to whether the area,described below.or work to be performed on said area,also described below.is subject to the jurisdiction of the Wetlands Protection Act,G.L c. 131, §40. 2. The area is described as follows.(Use maps or plans,if necessary.to provide a description and the location of the area subject to this request.) Acting in accordance with the performance standards pursuant to Chapter 131 'Section 40 and the Town of -Barnstable Wetlands Bylaw, the Hannah Wicks Island Trust requests the authorization to . perform the following,-activities: Rebuild the shed. which was attached to the Hayes camp prior to being totally destroyed in the December 11 & 12' Northeast storm. The purpose of this request is to level the concrete block suppott bases upon which telephone pole supports rest. These supports were eroded out by a combination of extreme tides over the past eight years. Similar work -was approved by the Sandy Neck-Governing Board, the Old Kings Highway and the Town of Barnstable Conservation Com- mission in May of 1985. The work' was completed as filed. The work' here involves leveling the four existing piling supports. Each sup- port displaces approximately 3 cubic. feet, resulting in 12 cubic feet being displaced during leveling activities. The project site is in an ACEC but since no State. permits are required, no ENF is 3. The work in said area is described below.(Use additional paper,If necessary,to describe the proposed work.) required. Once the shed is rebuilt, the sands will again migrate under Loth the camp and shed, protecting the .:interests of -the, Act and allowing for passage of Diamond Back Terrapins known to nest in that .area. 1-1 4- The owner(s)of the area.if not the person making this request,has been given written notification of this request on march 17. 1 9 9-4 (date) The name(s)and address(es)of the owner(s): Hannah Wicks Island Trust c/o Norman W. Hayes P.O. Box 281 West Barnstable, MA 02668 6. 1 have filed a complete copy of this request with the appropriate regional office of the Massachusetts Department of Environmental Quality Engineering on March 25, 1 9 9 3 :(date) Northeast Southeast 323 New Boston Street Lakeville Hospital Woburn.MA 01801 Lakeville,MA 02348 Central Western 76 Grove Street Public Health Center Worcester.MA 01605 University of Massachusetts Amherst.MA 01003 i 8. I understand that notification of this request will be placed In a local newspaper at my expense In accor- dance with Section 10.06(3)(b)1 of the regulations by the Conservation Commission and that I will be billed accordingly. Norman W. Hayes, Trustee Signature Name for 14nnnnh W i e-k a T c l a n A T=,S t Addre P.O. Box 281 , W. Barnstable, MA 02668 Tel.-( 508) 362-3477 1-2 1 r ,TES �E INTERIOR COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS •URVEY ,�) �p 17'a0•a 393 3B7�•E �88 '89 20' 1 0 —a ; I 1 B lJ �- b , 1 I I 6� 6 2 a l I ..:....::.::.: -:y ..... .. .......:.... .. ...4.. ...... ..... ..........:::�:.:..... .....- i:`'�2::rir: ,. •`�;�-�,��-::ram e -:....-•... _ - _ - r -_'. -"Dim- - - _,•,.�. n= _ '�,� TARNSTA lE F PUBUC,-.VIANDS R�- � )b l y'd �u Tfie D. .D rJ _ y - �Fliih- __ - _- __ - - _- - ----o_ :•a�P>./�Orotne�lary , •� ~\' - - - ��' s�;,_:.;`£>'. v��Yb♦ e• : 0 _ L — Uttlez7tTaiefl..: x, ..::_:........ ::;:,..;•.:tE.. 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Ali ! ^ :r - e - "/� Communlb ljep•: pW -, ... t t :• /��77 ,e4.0:,.1:: -.'-•"; r - /'\I:l .18 r r- '- �•t:�+E:l'ED � L TeE£v + -, PLC. ....-'il::t�rlL ' ` 1 . '-- ;Z� YMo'v TG - i k TO " - ti �RCI�E�IG) � � Y. + ! ,,= �'. E3E:A�ri 0 `� • � .., V uPLA►�l� nr�r� t,-Lac_�N LYMAN -T7 GY'Efl v 1 t �..0 l _..... C3C?CLt20 MANGEIE� F,r�l; . r �� , j' i,-.c rlA: _y lV _:.. C14A': F` , ��Q « I1r�1C1. ►�i.1{1 �osF-FN Ln UF'JtCl.10W ~'. �' . •-• O1 T M ro Commonwealth of Massachusetts 'oo i AAI E _ �0 1c►Y Determination of Applicability . Massachusetts Wetlands Protection Act, G.L.c. 131, §4,0 TOWN OF BARNSTABLE BY-LAWS, CH. 3. ARTICLE XXVII From Town of Barnstable Conservation Commission Issuing Authority To Bertrand C. French Sandy Neck Governing Board (Name of person making request) (Name of property owner) 4181 Main St. P.O. Box 243 Address Cummaquid, MA 02637 Address W. Barnstable, MA 02668 } This determination is issued and delivered as follows: 0 by hand delivery to person making request on (date) by certified mail, return receipt requested on June 11, 1985 (date) Pursuant to the authority of G.L. c. 131. § 40 and Chap. 3 Article XXVII of the Town of Barnstable Bv-Laws. the Barnstable Conservation Commission has considered your request for a Determination of Applicability and its supporting documentation. and has made the following determination (check whichever is applicable)': This Determination is positive: 1. 0 The area described below.which includes alUpart of the area described in your request. is an Area Subject .to Protection Under the Act.Therefore.any removing. filling,or dredging or altering of that area requires the filing of a Notice of Intent. 2. 0 The work described below.which includes all/part of the work described in your request.is within an Area Subject to Protection Under the Act and will remove. fill, dredge or alter that area. Therefore. said work requires the filing of a Notice of Intent. 3. The work described below. which includes alVpart of the work described in your request. is within the Buffer Zone as defined in the regulations. and will alter an .area Subject to Protection Under the Act. Therefore. said work requires the filing of a Notice of Intent. -. This Determination is negative: 1. _ The area described in your request is not an Area Subject to Protection Under the Act. 2. =, The work described in your request is within an Area Subject to Protection Under the Act. but will not t remove, fill,dredge,or alter that area.Therefore,said work does not require the filing of a Notice of Intent provided that the following conditions are met; - 3. R The work described in your request is within the Buffer Zone, as defined in the regulations, but will not alter an Area Subject to Protection Under the Act. Therefore, said work does not require the filing of a Notice of Intent pk4�St > Stt L E•r I 4. 0 The area described in your request is Subject to Protection Under the Act, but since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Issued by the Town of Barnstable Conservation Commission Signature(s) This Determination must be signed by a majority of the Conservation Commission. On this 11 rh day of .Tune 1985 before me personally appeared navi ri Hall to me known to be the person described in, and who executed,the foregoing instrument. and acknowledged that he%she executed the same as his/ r fr act and deed. L - November 28, 1991 Pubic My commission expires This Doemunauon does not relieve the applicant from complvtng aith all other applicable federal.state or local statutes.ordinances.by-laws or regulauon;.This thtetruzc.tan shall be valid for three veers from the date of issuance. The applicant.the owner.any person aggrieved by this Determination.anv owner of land shutting the land upon which the proposed w•nrk is to be done.or any ter. - •- retident-a of the city or town in which such land is located.are herebv notified of thew right to request the Department of Environmental Quality En neertrtg to tssur _ a Superseding Deternwtacion of Applicabilin•,providing the request it made by certified mail or hand delivery to the Department within ten days hom the date of issuance of this Determination.A copy of the request shall at the same time be sent by certified mail or hand delivery to the conservation commission and the appbcan:. May 17, 1985 Main Street Cummaquid, MA 02637 Sandy Neck Governing Board P.O. Box 243 W. Barnstable, MA 02668 Reference: Camp #5 Sandy Neck Gentlemen: I Mould like to request the Sandy Neck Governing Board's permission to dig out the storage shed at my camp at Sandy Neck. At present the wind has blown out the supports on the west end of the shed causing it to separate from the building. Please consider my request to perform the following work: 1. Dig out section of shed buried by eroding sand. 2. Jack up shed and reconnect same to camp. 3. Place two new supporting beams under the shed. 4. Shingle the west side of the camp as well as. the shed roof. Very truly yours, Bertrand C. French 1, ? Please refer to enclosed photographs. Enclosure cc: Conservation Commission, Town of Barnstable Mr. Elliott MacSwan, Chairman Old King's Highway t Main Street Cummaquid, MA 02637 May 17, 1985 I Mr. Elliottw MacS an Chairman, Old King's Highway Plain Street W. Barnstable, MA' 02668 Dear Mr. MacSwan: Enclosed please find a copy of a letter sent to the Sandy Neck Governing Board for their approval for work to be done to my camp (#5) located on Sandy Neck. Do I also need approval fro the Old King's Highway Commission for said work? If so, it wail be forthcoming? Thank you for your attention in this matter. Very truly yours, &t/444:orLIC- 4 te..4 c-L Bertrand C. French Enclosure P 14 _ ...•7, r4 o,l +' �° �Y ., .•; ram; '..�l�,a,•• .►� ♦ ,/� Al 41. 14 �, :i!�Y mil:.. r' �� `• �p/'�. .. .. •i'"�.. _;'�11,�'Ir?1i1�d\`l�S .�••r;.:'r�..av't..:'' •'��. � c'lot}f/,y��: I 'F•a i r, r ..........� ye11'/7.1j w i... :•�f.��!I1.'Ri'.��\. ��..tiht �.�.�i�'U�a•,'�.il�'��l�i�l�I.� INE i )ARISTAM �o clue 0 F YA 367 MAIN STREET HYANNIS, MASSACHUSETTS 02601 January 20, 1993 Norman Hayes Forest & .Environmental Services P.O. Box 281 West Barnstable, MA 02668 Re : SHED REPAIR, LOT #5 SANDY NECK Dear Norman: The following response is issued relative to your request for emergency authorization to reconstruct the shed damaged during the Decmeber 1992 coastal storm. A site visit on January 15, 1993 revealed that the shed has been totally destroyed. Accordingly it is determined that the damage exceeds 50% of the pre-storm market value of the structure as outlined in •310 CMR 10. 64 (2) (b) . As such the reconstruction of the shed can only proceed after you have filed with the Conservation Commission and obtained the necessary wetland permit for the project. Your request to remove the "debris and junk" from the area is sanctioned as a --worthwhile endeavor in this sensitive resource area assuming, of course, that all work takes place by hand. Your other requests fo reshingle, reroof. and replace windows are activities for which no wetland permit is required and may proceed as you see fit. Please do not hesitate to contact me should you have any questions regarding this matter. Very truly yours, 4?& v--/-) Kendall T. A ers Conservation Agent KTA/rc I . ; The Town of Barnstable Office of Town Manager 367 Main Street, Hyannis MA 02601 Office: 508-790-6205 Warren J. Rutherford Fax: 508-790-6226 Town Manager TOM OF BARNSTABLE BUILDING DEPT. December 2, 1994 EC 5 1994 Mr.Norman Hayes, Trustee E C 15 Hannah Wickes Island Trust Box 281 West Barnstable, MA 02632 Dear Mr. Hayes, In accordance with Clause 2 of the lease agreement between the Town of Barnstable and the Hannah Wickes Island Trust, please be advised of the Town's acknowledgment that you have complied with Section 2 of the aforementioned lease. As such, the Town of Barnstable shall not invoke Section 7 - Default due to your prior failure to comply under Section 2. Given the above, I expect you are clear to proceed. Sincerely yours, Warren J. utherford Town Manager P` cc Ralph Crossen, Building Commissioner ' Tony Troiano, Chief Ranger, Sandy Neck " Thomas Geiler, Director, Department of Health, Safety and Enviromental Services R� �r BARNSTABLE FIRE DEPARTMENT r. r�y l`�pBLlS�i► �t 3249 Main Street-P.O.Box 94 o� 18 27 0 Barnstable,Massachusetts 02630 ° No, 508-362-3312 "m` FAX: 508-362-8444 WILLIAM A.JONES III,CHIEF GLENN B.COFFIN, CAPTAIN FIRE PREVENTION January 10, 1995 ((3 PY Mr. Peter J. Coneen Building Design and Construction TOWN OF BARNSTABLE Consultants BUILDING DEPT. 95 Rayber Road ) 'JAN I 1 "1995,' , Orleans, MA 02653 Dear Mr. Coneen: I am in receipt of your letter dated December 28, 1994. As we discussed in my office, it is indeed the option of the Head of the Fire Department to determine the use of primary power smoke detectors or battery powered detectors. The Chief of this department has determined that primary power smoke detectors shall be utilized in this district except in certain circumstances. In any case, new construction or substantial renovation shall have primary powered smoke detectors. In the situation of the Lyons cottage renovation (Parcel no. 7, Trail no. 5 Sandy Neck), we concur that battery power smoke detectors will meet the intent of the code. Common sense dictates that we take this approach due to the lack of primary power on the Sandy Neck peninsula. The use therefore of the battery power detectors is acceptable and shall be allowed in the above named residence. Detectors shall be provided on all floors of the building and shall be located by this department on plans supplied by the builder/contractor. The use of battery powered smoke detectors in this instance shall not constitute a change in policy regarding primary power detectors and shall not set a precedence. Should you have any further questions concerning this matter, please do not hesitate to contact me. Sincerely, Glenn B. Coffi a in 1-Chief Jones 1-Ralph Crossen, Building Commissioner The Town of rnstable • BAMxsrnsi.e Department of Health Safety ai. nvironmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen i Fax: 508-775-3344 Building Commissioner I December 22, 1994 Mr. Norman W. Hayes Forest and Environmental Services P. O. Box 281 West Barnstable, MA 02668 Dear Mr. Hayes: I'm sorry to inform you that your application for a building permit must be denied at this time. The reason for this decision is that you are in violation of Barnstable Zoning Ordinance Section 4-4.3(1). The evidence suggests that you did not apply for a building permit within 12 months as you thought. Further, there was one stretch of time of a year that you did not seem to be diligently,pursuing your permits at all. Since you are beyond the 12 month limit to apply, as I stated above, you are considered a preexisting non-conforming structure due to the fact that you have no road frontage. You must apply to the Zoning Board of Appeals for a Special Permit to expand a non- conforming structure. ! Sincerely, Ralph M. Crossen , Building Commissioner RMGkm y _?orejt and (!�nvironmentaC Service] P.O.BOX 281 WEST BARNSTABLE, MA 02668 NORMAN W.HAYES TEL.362.3477 December 15, 1994 Mr. Ralph Crossen, Building Commissioner Barnstable Town Hall 367 Main Street Hyannis, Massachusetts 02601 Dear Mr. Crossen: I am pleased to submit requested information which I hope will result in the issue of the Hannah Wickes Island Trust building permit. This information includes: 1. Authorization from Warren Rutherford. 2. Latest correspondence from the Board of Health. 3. Initial filing of a Request for a Determination of Applicability to repair the shed destroyed by the December 1992 storms, dated March 1993. 4. Kendall Ayers' response that I could start clean-up but would require a filing. Dated January 20, 4993. -5. Letter of clarification pursuant to my'Old'King's Highway Application(Approval) detailing storm events and requested repairs. 6. Response from the Conservation Commission requiring the filing of a complete Notice-of-Intent (NOI) dated May 14, 1993. (Approved.) The NOI was filed and continued twice, to include architect's plans and engineering data. I trust this satisfies the intent of your request and will result in the issue of a building permit. t; Sincerely, TOWN OF BARNSTABLE rman W. Ha e BUILDING DEPT. C E I V i I 3 9' CD }r n� l� I 7 ' 0II U O o Tz F- _1l 9 ID O W m m :J0 m 3 (10 CD C Om '3 F CO = O Om0 � Z 0� 4 O O z om N o o z m n m o © �°� om DD m W -n n o p O z ODD ill m O m `_ '� O C1J CD m £ � Zz n C LD m03z O z uJ a) :]D z 0 D � oz = x N ° C mo QD 27C n m W m a)(f) Rl m X O : W r (o z � o 3 z :D o CD OD c m cn c� o o Do m DD s z --� � o-< mo a z N m �o m 3 3 C 310 CMR 10.99 Form 2 Re No. DA-93022 .► CF TN E Barnstable Commonwealth = 9AR73TdBLL, : CityJown ` :• of Massachusetts rNa Aoghcant Hannah Wicks Island Trust • 'EO YAY k• •a Date Reau•n Fha April 16, 1993 Determination of Applicability Massachusetts Wetlands Protection Act,•G.L. C. 131 , §40 TOWN OF RARNSTARLF, nRDTNANCES, ARTICLE )MII From Barnstable Conservation Commission Issuing Authority To Hannah Wicks Island Trust Same (Name of person making request) (Name of property owner) P.O. Box 281 Address West Barnstable, MA 02668 Address i This determination is issued and delivered as follows: 01 by hand delivery to person making request on May 14, 1993 (date) by certified mail, return receipt requested on (date) Pursuant to the authority of G.L.c. 131 , §40, the Barnstable Conservation Cntumi n-ni nn has considered your request for a Determination of Applicability and its supporting documentation,and has made the following determination(checK whichever is applicable): Location: Street Address Sandy Neck, Barnstable Map Number: 203 ParnAl Ntimhpr: 4 I. The area described below, which includes alllpart of the area described in your request, is an Area Subject to Protection Under the Act. Therefore, any removing, filling, dredging or altering of that area requires the filing of a Notice of Intent. 2. The work describec below, wrnch includes ail`cart of the work described in your request, is within an Area Subiect tc Pro'ection Under'he Act and will remove,fill, dredge or alter that area.There- fore. said work requires the filing of a Notice of Intent. I Effective 11/10/89 2.1 r 3. .^., The work described below, which includes all/part of the work described in your request, is within the Butler Zone as defined In the regulations, and will alter an Area Subject to Protection Under the Act. Therefore. said work requires the filing of a Notice of Intent. This Determination is negative: 1. O The area described to your request is not an Area Subject to Protection Under the Act. 2. O The work described in your request is within an Area Subject to Protection Under the Act. but will not remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent. 3. O The work described in your request is within the Buffer Zone, as defined in the regulations, but will not alter an Area Subject to Protection Under the Act.Therefore, said work does not require the filing of a Notice of Intent 4. G The area described In your request is Subject to Protection Under the Act, but since the work described therein meets the requirements for the following exemption,as specified in the Act and the regulations. no Notice or intent Is required, Issued by Barnstable Conservation Commission Signature(s) This Determination must be stoned by a majority or the Conservation Commission. On this 14th day of May 19 93 before me personally appeared James G. west to me known to be the person d cribed in, and who executeC, the foregoing instrument, and acknowledged that he!she executed the sa as ili�rla a an�oe . November 6, 1998 tary P I' My commission expires This Determination noes not relieve the aooi,cant fro'"compYng with 811 other aopltcaole teoerat,state or local statules.ordtrtances, by-laws or regulations.This Determination small oe vanc tot tnree years form the cafe of issuance The applicant.the owner,any person aggnevec oy this Dete^+-a oh.any owner of land aouning the tano upon which the proposed work is to be done,or any ten resioents of ime city o•town in wnicn sv: land Is Iocate0.are nereoy notilteo of their right to request the Department of Envfronme6ial Protection to Issue a Suoerse-,n^y Dete•minanon o'.kpplluoility,providing the re0uest IS m800 by cenifted matt or nand delrvery to the Deoartmew..w:*.n the aporoor:a!e film;lee an:Fee'ransmlrtal Form as Provtoed in 310 CMR 10.03(7)within ten nays from Me date of issuance of this Determination.A copy of the request small of the same time be tent by cenilled man or nano oelrvery to the Conservation Commission and the applicant. 2.2A `A � r ERIES FITZSIMONDS v. BD. OF APPEALS OF CHATHAM Mass. 113 Cite as 484 N.E.2d 113 (Maw App. 1985) work in certain work pro-' r+; . F port our construction of the plain meaning 21 Mass.App.53 t unconstitutional under' , ' -wr of the statute and use the terms "life• George H. FITZSIMONDS, et al.' clause. M.G.L.A. c. 127, term" and "life sentence" interchangeably. Const.Amend. 14. + 'y v' See, e.g., Commonwealth v. Sousa, 350 . . Mass. 591, 593, 215 N.E.2d 910(1966); Gil- BOARD OF APPEALS OF CHATHAM. r d i N: ?j, •) chrest v. Commonwealth, 364 Mass. 278, Appeals Court at Massachusetts, sman, Boston, for plain- r` t is Barnstable. h `180 & n. 4, 303 N.E.2d 336 (1973); Devlin �or, � ti1 ,; • V. Commissioner of Correction, 364 Mass. zier, Jr., Asst. Atty. Gen., s5 435, 437, 305 N.E.2d 847 (1973); Common- Argued Sept.-12, 1985. wealth v...Burnett, $71 Mass. 13, 16-17; Decided Oct. 22, 1985. r 353 N.E.2d 665 (1976); Commonwealth v. T, KAPLAN and DRE• «' �' # yi Whipple, 377 Mass. 709, 710 n. 1, 387 � lkrti 'N.E.2d 575 (1979); • Commonwealth v. Cottage owners, who had obtained ;;McInerney, 380 Mass. 59, 68, 401 NX.2d building permit from local building inspec 821 (1980); Commonwealth v. Swift, 382 for for alterations but had been ordered to G.L. c. 127, § 48A,'as Mass. 78, 79-80, 413 'N.E.2d 717 (1980); stop work after protest by neighbor, ap- St. 1960, c. 590, the com ' +-'' �" S ;;Commonwealth v. Pennellatore, 392 plied to municipal board of appeals for spe- ection has set up a system. z jt'f' `" � `': Mass; 382, 383, 390, 467 N.E.2d 820 (1984). cial permit to make alterations. The board inmates who perform x t�A The plaintiffs' attempts to distinguish denied the request and owners appealed. factory work" in certain ? ' ,�� zt�;. , these authorities are unpersuasive. The Superior Court, Barnstable County, The statute permits the.r "'1- John•J. Irwin, Jr., J., found board's action [21 2.- The argument that the legisla- f any correctional inatltu ± f. , ,++ not arbitrary or capricious or in excess of f tive classification as construed in part 1 of behalf of an inmate one ^, .' its authority, and cottage owners appealed. +' this opinion is irrational and hence uncon- ey so earned-by [that) 1n- p Kaplan, J., held that: � The Appeals Court, ded, however, that in the:_ +qY '' stittxtional under the equal protection (1) cottage, which was condominium, was a who is a defective dehn- `> ' ~' clause of the United States Constitution is ,{ li.�: single-family structure for purposes of f = 1 likewise without merit. The Legislature ally dangerous person or �1�a�; statute which legitimates alteration, recon life term, the superintend-*. ., :.: * f may treat persons with.life sentences dif- struction,,extension, or structure! change nd an art or all of such 1- ferently from persons with ascertainable Y p « ' �� release dates.' .Thus, the judge correctly of nonconforming single family or two fanr is supplied). ,5 ily residential structure if the change does are inmates of M.C.L, Ce- ' declared that neither plaintiff is serving a not increase the nonconforming nature of life term within the meaning of G.L. c. 127, h long prison terms which the structure; (2) board should first have ed their respective life ex- �.y § 48A. considered whether the alteration fit the was denied access to the , Judgment affirmed. statutory clause and only if the alteration nds, purportedly for the i r.-' did not fit the clause gone on to the ques- was not serving a "life �;7 #` ` tion of "detriment"; (3) board erred by meaning of § 48A. The taking into account as bearing upon deci that (1) the phrase "life xt^' �WISsion for permit application putative prob- p X' OY NUMBER SYSFENted to those prisoners who lem to be faced in indefinite future upon life imprisonment but is 4'�` facts uncertain at the time; and(4) owners e and applies also to in- were not entitled to permit because of their gregate sentences exceed "� , expenditure in reliance on permit and pros life expectancies; and (2) `" `" pect of further expenses if they had Co they suggest is required restore structure. tatute to be constitutional. ,,,,. ci• Judgment of the Superior Court vacat rguments. ed with directions to remand to board. ary to the plaintiffs' con- i Xd": � v 1. We also note that the commissioner correctly 1. Delores Fitzsimonds, his wife. k it plain that an inmate ,5 $ points out that good time"credits"under G.L.c. term" as used in 48A r `' § y § � � 't *�� , 127, 129,may lead to the release of one of the who is sentenced to life rz •^�:; plaintiffs well within the period of his life ex- +� pectancy. he following cases sup- r •t 114 Mass. 484 NORTH EASTERN REPORTER, 2d-SERIES FITZSI 1. Zoning and Planning e-333 wether of other applications, if it thought it price.2 Under the deed Cottage, which was purchased as con- helpful, as stop-work orders had been is- cured title to the ones dominium, was "single-family structure," sued to two other cottage owners. frame structure and i for purposes of M.G.L.A.c. 40A, § 6 clause h- (the"footprint")plus a which legitimates alteration, reconstruc- 6^ Zoning and Planning e-378 ed interest in the "comm tion, extension, or structural change of Cottage owners were not entitled to ties" of the former colo nonconforming single-family or two-family special permit for alterations to cottage than the footprints of t residential structure if the change does not because of their expenditure in reliance on the terms of the deed, t increase the nonconforming nature of.the building permit and prospect of future ex- to the restriction that structure. "for recreational and penses if they had to restore the structure, may not be used as pen See publication Words and Phrases limiting Marblehead V. Deery, 356 Mass. y for other judicial constructions and F residences. 8 definitions. 532, 252 N.E.2d 234, which was special and singular example of circumstances reflect- The house is nonconf 2. Zoning and Planning e=�333 4, others in the coitdomini ing equitable considerations. Municipal board of appeals should first y 1.46, enacted in 1978,sta have considered whether alterations to con- a cottage colony conver dominium cottage which was nonconform- y ium that "the lot upon ink use fit M.G.L.A. c. 40A, § 6-clause Russell N. Wilkins, Hyannis, for plain minium unit is located" which legitimates alteration, reconstruc- tiffs. ,r. area, minimum" of 15, tion, extension, or structural change of ° the lot is "not provided Frank J: Shealey, Town Counsel, Chat- nonconforming single-family or two-family ham (Craig S. Johnson, Chatham, with : ys water or sewer.„° The residential structure if the change does not neither. By-law -1.46 increase the nonconforming nature of the him), for defendant. ments such as minimum structure, and only if the alteration did not mum front and rear y fit the clause, gone on to the question of Before GRANT, KAPLAN and DRE yard, roadway access, "detriment." BEN, JJ. space, and approval of t 3. Zoning and Planning a-618 s. ' system by the board of KAPLAN Justice. a`i.' the present record lack Local board of appeals brings to ques r'r assume that there is n tion of whether alteration of structure in- The plaintiffs George and.Delores Fitzsi- creases structure's nonconforming nature monds, husband 'and wife, owners of a '+, respect to some of the an intimate understanding of the immedi- summer house in South Chatham, appeal ` only because of the natu ownership. ate circumstances' � g p of local conditions, and from a judgment of the Superior Court of background and purposes of entire by- which affirms it In'August, 1980, the decision of the defendant =', law, and so, at least in the first instance, board of.appeals 'of•Chatham (board) re- %'i the local building inspec the board's administrative view is valuable fusing them a special permit to make'cer add (in effect) a livabl ;Y their house. More part and is wanted. . tain alterations of the house. We vacate t the judgment so that the matter may be posed to raise a dormer 4. Zoning and Planning� u 1 g y 437 if hinged, as counsel p Municipal board of appeals.erred by reconsidered by the board. what was probably an a taking into account, as bearing upon deci- 1. The case.. The plaintiff's house was encompass a living area i, sion on application for special permit for originally one of ten similar units of a with, in addition, a deck alterations of cottage a putative problem to "cottage colony" .bounded by Sea Shells These additions compare be faced in the indefinite future upon facts Drive and Sea Mist Lane, South Chatham, ' . ' of 789 square feet on which were then uncertain, of whether it comprising `a'total area of -some 80,000 ' p g 2. The condominium is cal would be difficult in future to refuse con- square feet. : Evidently the colony was tf and the plaintiffs' house" dominium cottage owners permission for owned by one person or entity which used year-round occupancy of cottage: 3. The units are also subjLc to rent the cottages for summer occupancy. the mastcr deed and th 5. Zoning and Planning 4-497 On March 13, 1976, the colony was "con- (including the trust by-law Municipal board of appeals would Ibe dominiuinized" pursuant to G.L. c. 183A, ment was offered in evide entitled to consider application for special and on November 9, 1976, the plaintiffs 4. Nonconformity is evide permit for alterations of cottage as bell- bought the particular cottage for a stated 7 arbitrarily divided by ten,j i r i r ' a ERIES FITZSIMONDS v. BD. OF APPEALS OF CHATHAM Mass. 115 Cite as 494 N.E.2d 113 (Maes.App. 1985) pplications, if it thought it price? Under the deed, the plaintiffs se- ' Starting with three bedrooms, bath,'living ork orders had been is- cured title to the one-story, single-family, room, and kitchen, on the one floor, the cottage owners. frame structure and its underlying land proposed rearrangement would yield two ¢�378 (the "footprint")plus a ten percent undivid- 'bedrooms, bath, living room, dining room, annln 8 ed interest in the"common areas and facili- and kitchen on the first floor, and one ers were not entitled to ties" of the former colony (the areas other bedroom, bath, den, and deck on the see- r alterations to cottage than the footprints of the ten units). By ond. xpenditure in reliance on the terms of the deed, the units are subject The building inspector granted the per- d prospect of future ex- to the restriction that they are intended mit on August 25, 1980. However,a neigh- to restore the structure, "for recreational and vacation uses, and bor protested, and when the alterations ad v. Deery, 356 Mass. may not be used as permanent year-round were perhaps 80 to 90 percent complete at 4, which was special and residences." 9 a cost of $6,105.30, the building inspector Of circumstances reflect. The house is nonconforming (as are the issued a stop-work order, and by letter of iderations. others in the condominium). Town bylaw October '26, 1980- informed the plaintiffs 1.46, enacted in 1978, states with respect to that in his opinion they must apply to the a cottage colony converted to a condomin- board for a special permit. Similar stop- ium that "the lot upon which each condo- work orders and letters were sent to two ins, Hyannis, for plain- minium unit is located" shall have a "[ljot other house owners in the condominium. area, minimum" of 15,000 square feet if The plaintiffs applied to the' board, the lot is "not provided with either public y, Town Counsel Chat- which, at an open meeting on February 25, hnson, Chatham, with water or sewer."a The plaintiffs' lot has 1981, following a public hearing, unani- t. neither. By-law 1.46 has other require- mously denied the request for a special ments such as minimum lot frontage, mini- permit. By letter of March 11, 1981, the / mum front and rear yard, minimum side board set out its reasons. Upon the plain- , KAPLAN and DRE yard, roadway access, off street parking tiffs' "appeal" under G.L. c. 40A, § 17, a space,'and approval of the sewage disposal judge of the Superior Court upon findings system by the board of health. Although and rulings held the board's action to be not e• the present record lacks detail, we are to assume that there is nonconformity with arbitrary or capricious or in excess of its au- nd f a wife, owners and Delores Fo respect to some of these requirements if South Chatham, appeal a thority. only because of the nature of the plaintiffs' [1] 2. Statutory framework. The rel- of the Superior Court ownership. evant provisions of the Zoning Act are the vision of the defendant In August, 1980, the plaintiffs applied to first two sentences of G.L. c. 40A, § 6, as f Chatham (board) re- the local building inspector for a permit to appearing in St.1975, c. 808, § 3, repro - ial permit to make cer- add (in effect) a livable second story to duced as an appendix to this opinions the house. We vacate their house. . More particularly, they pro- These are as difficult and infelicitous as at the matter may be posed to raise a dormer—to swing it up as other language of the act recently re board. if hinged, as counsel put it—and enlarge viewed,e but we think it is possible to say what was probably an attic crawl space to the following. An alteration, reconstruc- ie plaintiff's house was encompass a living area of 320 square feet, tion, extension, or structural change of a Len similar units of a with, in addition, a deck of 78 square feet. nonconforming single-family or two-family sounded by Sea Shells These additions compare with a living area residential structure is legitimated under Lane, South Chatham, of 789 square feet on the floor below. the second "except" clause of the first•sen- area of -some 80,000 ently the colon was 2. The condominium is called"Standish Village" distinction between fee ownership and partial Y and the plaintiffs house"John Alden," undivided ownership. n or entity which used for summer occupancy. 3. The units are also subject to the provisions of 5. By-laws 1.41 and 1.42 regarding nonconformi- P Y• the master deed and the condominium trust ty appear to be glosses on the statute and need the colony was "con- (including the trust by-laws),but neither instru- not be separately considered. uant to G.L. e. 183A, ment was offered in evidence. 9, 1976, the plaintiffs 4. Nonconformity is evident even if 80,000 is 6. See OKane v. Board of Appeals of Hingham, r Cottage for a stated arbitrarily divided by ten,without regard to any 20 Mass.App. 162, 478 N.E.2d 962 (1985). 1.16 Mass. 484 NORTH EASTERN REPORTER, 2d SERIES . FITZSI tence if it "does not increase the noncon- itself to the first question, and made a thought it helpful, wo forming nature of said structure"; other- dubious approach to the second. consider the present ap wise (as occurs in certain events in regard [3] (a) The plaintiffs urge as matter of �" wether of other applic to changes of other structures referred to law that the "except" clause applies; that • ' work orders were issued in the language preceding the "except" the "nonconforming nature" of their struc- owners. The board clause), it must be submitted to the special ture relates to density, as expressed in the >: factors besides lot size- problems, permit procedure of the second sentence minimum lot size requirement of by-law i+: sewage diffic for it determination by the board of the 1.46, and that this "nature" cannot be con- ty`"' jections to increase of question whether it is "substantially more sidered "increased" when the alteration '; but it is hard to say w detrimental than the existing nonconforrn- reaches upward rather than laterally, with ments envisaged pros ing use to the neighborhood." the structure remaining single-family, al utilization or were co There can be argument that the present though much enlarged. We think it would even if occupancy rema case does not fit.the "except" clause at all be unwise for the court to decide this ques summer season.9 because, for purposes of that 'text, the tion of the application .of the "except" "`;` The foregoing discus structure is still a cottage, or at least not a clause as if it presented a nice legal point an answer to the finding single-family structure,which ordinarily as- upon a motion to dismiss an action for judge below. sumes ownership of some verge of land, failure to state a claim. A local board of "s The judgment of the with definite bounds, beyond the footprint, appeals brings to the matter an intimate understanding of the immediate circum- vacated with direction and also assumes (though more doubtfully) g remand the matter to t a right to occupancy year-round. From stances, of local conditions, and of the i; , back ound and purposes oses of the entire b sideration. another angle there can be argument that, �' � Y- -% if the plaintiffs intended to insist that their law; and so, at.least in the first instance, So ordered. alteration was within the "except" clause, the board's administrative view is valuable they must refrain from applying fora spe- and is wanted. Cf. Subaru of New Eng- APPEN cial permit, and await or undertake inde- land, Inc. v. Board of Appeals of Canton, pendent litigation. However, we think'it 8 Mass:App. 483, 486-488, 395 N.E.2d 880 "Section 6. Except right to proceed on the basis that the plain- (1979); Geryk v. Zoning Appeals Board of vided, a zoning ordina tiffs' house is a single-family structure in . Easthampton, 8 Mass.App. 683, 684-686, ,' not apply to structures relation to the "except" clause, and that 396 N.E.2d 739 (1979). existence or lawfully b the plaintiffs' application to the board may [441 (b) The board went immediately ing or special permit is (and as a matter of procedural economy to the issue of "detriment".7 The reasons publication of notice o should)combine a contention that the alter- it assigned are unsatisfactory. It interject on such ordinance or ation is validated by the "except".,clause ed as-a factor that, if the present applica- section five, but shall with a request(failing that contention)that tion for a special permit were granted, it g The plaintiffs contend the board grant a special permit after con- would be difficult in the future to refuse w. i:. any event to the special sidering "detrimental" effect. the plaintiffs permission for year-round oc- expenditure in reliance anc .8 'We think-the board erred when with the prospect of f cu P Y must restore the struct [21 3. Inadequate treatment by the it -took into 'account, as bearing upon head v. Deery, 356 Masi board. In this view;(to repeat), the board present decision,a putative problem to be (1969), but that case is should first have considered whether the faced in the 'indefinite•future upon now .' alteration fit the"except"clause.and,if the ' uncertain facts.--See Mahoney v. Board of answer was no, gone on to the question of Appeals of Winchester, 344 Mass.598,601, "detriment." But, judging by the board's 183 N.E.2d 850 (1962). On the other hand, * letter of March 11, 1981; it did not address we venture to,think that the board, if•it 7. For decisions on the application of the second N.E.2d 140(1983). Compare Building Inspector ' sentence of§ 6.to other facts, see Cape Resort of Seekonk V. Amara4 9.Mass.App. 869, 401 n: - Hotels, Inc. v. Alcoholic Licensing Bd. of Fal- N.E.2d 158(1980). r mouth, 385 Mass. 205, 431 N.E.2d 213'(1982); Building Inspector of Groton V. Vlahos, 10 Mass.". 8, The plaintiffs have not disputed the board's App. 890, 409 N.E.2d 795 (1980) Sullivan v.' A apparent assumption that permission would be Board oJ Appeals of"Harwich, 15 Mass.App.286, required. 445 N.E:2d 174 (1983); Lomelis v. Board of Appeals of Marblehead 17 Mass.App. 962, 458 � , r - f RIES "; FITZSIMONDS v. BD. OF APPEALS OF CHATHAM Mass. 117 Cite as 484 N.E.2d 113(Ma"App. 1985) t question, and made a r•. . thought it helpful, would be entitled.to . or.substantial extension of such use, to a to the second. ;; consider the present application as a•bell ...building or special permit issued after the intiffs urge as matter of wether of other applications, since-stop- ' first notice of said public hearing, t6 any ,ept clause applies; that work orders were issued to two other house- reconstruction, extension or structural ng nature of their strut- oWners. The,. board • spoke 'of several change of such structure and to any altera- nsity, as expressed in the factors besides-lot siz"ummer parking tion of ,a structure begun after the first problems, sewage difficulties, abutter ob- notice of said public hearing to provide for requirement of by-law i "nature" cannot be con- jections to increase of "people density"— its use for a substantially different purpose d"'when the alteration but it is hard to say whether these com- or for the same purpose in a substantially ather than laterally, with ments envisaged ,prospective year-round different manner or, to a substantially aining single family, al- utilization or.. were considered pertinent greater extent except where alteration, re- rged. We remained limited to the construction,, extension or structural think it would even if occupancy court to decide this ques- summer season 9 eci change to a single or two-family residential 'cation of the "except" The foregoing discussion also serves as structure does not increase the noncon sented a nice legal point an answer to the findings and rulings of the forming•nature of said structure. Pre-ex- dismiss an action for judge below.• isting nonconforming structures or uses claim. A local board of may be extended or altered, provided, that the matter an intimate ..;,.The judgment of the Superior Court is no such. extension or alteration shall be the immediate circum- vacated with directions to. that court to permitted unless there is a finding by the conditions, and of the remand the matter to the board for recon- permit granting authority or by the special rposes of the entire by- sideration., permit granting authority designated by ast in the first instance, So ordered. ordinance or by-law that such change, ex strative view is valuable tension or alteration shall not be substan- f. Subaru of New Eng- tially 'more detrimental than the existing d of Appeals of Canton, APPENDIX. nonconforming use to the neighbor- 86-488, 395 N.E.2d 880 "Section'6 Except as hereinafter pro- hood.. oning Appeals Board of r vided, a zoning ordinance or by-law shall ass.App. 683, 684-685, not apply to structures or uses lawfully in CE existence lawfully begun, or to a build oYNUMBFNSYSTEM oard went immediately ing or special'permit issued before the first triment"? The reasons publication of notice of the..public hearing atisfactory. It interject- '` on,such ordinance or by-law required by t, if the present applica- .'« t section five, but shall apply to any change permit were granted, it 9. The plaintiffs contend that they are entitled in example of circumstances warranting a limita- in the future to refuse any event to the special permit because of their tion, reflecting equitable considerations, of the ission for year-round oe- �, t r zexpenditure in reliance on the building permit, .,principle that forbids estopping a municipality k the board erred when -�f with the prospect of further expenses if they because of the act of one of its officials. must restore the structure. They cite Marble- unt, as bearing upon. r head v. Deery,.356 Mass. 532, 254 N.E.2d 234 putative problem to be (1969), but that case is a special and singular inite future upon now. A { ee Mahoney v. Board of � .ster, 344 Mass. 598, 601, 62). On the other hand, nk that the board, if it " Compare Building Inspector aral, 9 Mass.App. 869, 401r.: e not disputed the board's - n that permission would be dF� : . The Town of Barnstable 'AM Department of Health Safety and Environmental Services nu.+" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-775-3344 Building Commissioner November 17, 1994 Mr. Jack Lyons 9725 Wyman Way Upper Marlboro, MD 20772 Re: Trail #5, Beach Point, Sandy Neck Dear Mr. Lyons: I regret to inform you that I must deny your building permit application at Trail #5, Beach Point, Sandy Neck. The reason for this denial is the fact that you are considered a preexisting non-conforming structure by nature of the fact that you do not have acceptable road frontage. Preexisting non-conforming structures, in order to expand, must receive either a"Section 6" finding or a Special Permit from the Zoning Board of Appeals(ZBA). Since you are essentially building a new home, the ZBA must either grant a Special Permit, or if they believe it to be new construction, issue a Variance. If we can be of any assistance in helping you file with the ZBA, please let us know. Sincerely, Lam- / Ralph M. Crossen Building Commissioner RMC/km Q941117A Ifl**'X•:+;:+;:K** OF-62G :+;:+;xr+;:+;;+; -JOURNAL- DATE111/17/1994 +;:t;r:+::+ TIME 14:30, NO. COM DOC DURATION X/R I DENT I F I CATION DATE TIME DIAGNOSTIC 22 OK 02 00:0V 15 MIT T 97750992 11i17 14:37 8404402C:OBOO -Town of Barnstable - r -PAhdA60f!I C- 508 7 753344- FAX TRANSMITTAL #of pages To: Co. 00. - Dept. Plane O (508)790-6227 Fax#S'p�,7�5' Fax (508)775-3344 The Town of Barnstable MRNMEMM NAB& Department of Health Safety and Environmental Services ram'' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-775-3344 Building Commissioner { November 17, 1994 Mr. Jack Lyons 9725 Wyman Way Upper Marlboro, MD 20772 Re: Trail #5, Beach Point, Sandy Neck Dear Mr. Lyons: I regret to inform you that I must deny your building permit application at Trail #5, Beach Point, Sandy Neck. The reason for this denial is the fact that you are considered a preexisting non-conforming structure by nature of the fact that you do not have acceptable road frontage. Preexisting non-conforming structures, in order to expand, must receive either a"Section 6" finding or a Special Permit from the Zoning Board of Appeals(ZBA). Since you are essentially building a new home, the ZBA must either grant a Special Permit, or if they believe it to be new construction, issue a Variance. If we can be of any assistance in helping you file with the ZBA, please let us know. Sincerely, Ralph M. Crossen Building Commissioner RMC/km Q941117A r Nu.J 7 a San d . ; The Town of Barnstable - s�uttverns�, • Office of Town Manager EDt � 367 Main Street, Hyannis MA 02601 Office.' 508-790-6205 Warren J. Rutherford Fax: 508-790-6226 Town Manager TOWN OF BARNSTABLE BUILDING DEPT. December 2, 1994 . D PEG 5 Mr. Norman Hayes, Trustee Hannah Wickes Island Trust Box 281 West Barnstable, MA 02632 Dear Mr. Hayes, In accordance with Clause 2 of the lease agreement between the Town of Barnstable and the Hannah Wickes Island Trust, please be advised of the Town's acknowledgment.that you have complied with. Section 2 of the aforementioned lease. As such, the Town of Barnstable shall not invoke Section 7 - Default due to your prior failure to comply under Section 2. Given the above, I expect you are clear to proceed. Sincerely yours, WarrnJ. utherford Town Manager cc Zlphrossen, Building Commissioner ` Tony Troiano, Chief Ranger, Sandy Neck Thomas Geiler, Director, Department of Health, Safety and Enviromental Services i BARd9TAUX .� M86 A pp ,639. `� �ON k' 367 MAIN STREET HYANNIS, MASSACHUSETTS 02601 January 20, 1993 Norman Hayes Forest & Environmental Services P.O. Box 281 West Barnstable , MA 02668 Re : SHED REPAIR, LOT #5 SANDY NECK Dear Norman: The following response is issued relative to your request for emergency authorization to reconstruct the shed damaged during the Decmeber 1992 coastal storm. A site visit on January 15 , 1993 revealed that the shed has been totally destroyed. Accordingly it is determined that the damage exceeds 50% of t-he pre-storm market value of the structure as outlined in -310 CMR 10. 64 (2) (b) . As such the reconstruction of the shed can only proceed after you have filed with the Conservation Commission and obtained the necessary wetland permit for the project. Your request to remove the "debris and junk" from the area is sanctioned as a worthwhile endeavor in this sensitive resource area assuming, of course, that all work takes place by hand. Your other requests fo reshingle, reroof. and replace windows are activities for which no wetland permit is required and may proceed as you see 'fit.. Please do not hesitate to contact me should you have any questions regarding this matter. Very truly yours, Kendall T. Ayers Conservation Agent KTA/rc Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of VI ' Environmental Protection Wllllam F. Weld GoNma Daniel S.Greenbaum Commwslomf April 22, 1992 Dear Boards of Health: As you know, boards of health possess. primary authority to implement Title 5 for permitting individual on-site sewage disposal systems and to enforce the provisions of Title 5 (310 CMR 15. 00) , while the Department is responsible for providing oversight .to the local boards to ensure compliance (310 CMR 11. 00) . One element of DEP's oversight function is to review board of health actions for consistency in implementing Title 5 and to provide guidance, where needed, to interpret the code. Recently the Division of Water Pollution Control has received many inquiries regarding the legal status of on-site subsurface sewage disposal systems which were constructed prior to promulgation of 310 CMR 15. 00 (Title 5) in 1977. (Title 5 replaced Article XI of the State Environmental Code adopted in 1962. ) The following discussion is being provided to all boards of health, health dis- tricts and health officers' associations to address any confusion regarding the status of systems installed prior to 1977 and to assist local officials in their efforts to provide clear, consistent and correct answers to questions they receive. Existing systems that do not comply with the technical requirements of Title 5 are not, as a matter of legal right, "grandfathered" by Title 5, even when such systems have not failed hydraulically. Title 5 contains no express or implied "grandfathering" provision which exempts from its requirements presently functioning sewage disposal systems approved and/or in operation prior to the code's effective date. In general, local boards of health ''have "required pre-Title 5 systems to be upgraded to Title 5 standards in two situations: 1) as a result of an enforcement order against the -owner of a system which has failed; and 2) when issuing a Disposal Works Construction Permit for a change in use or the repair, alteration or enlargement of the existing building or sewage disposal system. One Winter Street • Boston,Massachusetts 02108 • FAX(617)556-1049 • Telephone(617)292-UN In the latter case, noted above, 310 CMR 15.02 (8) regAr"es a board of health to issue a Certificate of Compliance stating that the system has been "located, constructed, altered or repaired in compliance with the terms of the permit . and the requirements of Title 5. " A Certificate of Compliance is required for a repair, alteration or enlargement of an existing system regardless of whether or not the work done under the permit will result in an increased sewage flow to the system. Please note that "Emergency Repairs" authorized .by order of the local board of health, in accordance with the provisions of 310 CMR 11. 00 (Title 1) may be done to abate an emergency in which the interest of protecting the public health or the environment requires that ordinary procedures be dispensed with. Emergency repair of a system, however, does not necessarily constitute a permanent repair or solution in compliance with Title 5. An emergency repair should eliminate imminent threats to the public health or the environment; a permanent repair, alteration or replacement should bring the system into complete compliance with the provisions of Title 5-, wherever possible. This may require extensive upgrade or even replacement of the existing system, which in turn may include the granting. - of reasonable variances to the code. Such variances must be granted. only in accordance with the procedures at 310 CMR 15.20. No variances should be granted for designs which do not provide minimum system components (a septic tank and soil absorption system) required by Title 5. In cases where the applicant is seeking to enlarge, renovate or replace existing buildings where a permit from the Building Inspector is required, 310 CMR 15. 02 (7) . provides: "No building permit, foundation permit, special ' building permit or plumbing permit shall be issued until a Sewer Entrance Permit or Disposal Works Construction Permit has been obtained, unless the Board of Health determines that the existing sewage disposal system is adequate for a proposed alteration or addition to an existing dwelling. " The Department interprets the term "adequate" to mean that the existing sewage disposal system is in full compliance with Title 5, including sufficient volume capacity to serve the ' proposed alteration or addition to the building. If full compliance is not present, the owner must obtain either a Disposal Works Construction Permit to upgrade the system to full Title 5 compliance or seek a variance under 310 CMR 15.20. Some boards have adopted a regulation under G.L.c. ili s. 31 which requires the upgrade of any system to meet existing state and local standards prior to real estate transfers. This has proven to be an effective tool to bring existing substandard systems such as cesspools into compliance. a y. -3- �> . Other communities have developed management programs that require regular inspections and written comments of system condition submitted to the BOH when the systems are pumped. This process establishes a basis for prioritizing systems which require repair or code improvements. The Department recognizes that limited local resources often prevent local boards of health from taking actions to bring all noncomplying systems up to Title 5 standards. - The Department encourages boards of health to focus on systems which pose the most serious health or environmental threats. These include instances of sewage breakout, failing systems in areas served by private on- site wells and systems within areas of con ributiori-to pubic ground and surface drinking water supplies,* shellfish resources or bathing beaches, for example. If your board should have any questions regarding this issue, please contact the appropriate DEP Regional Office or Bryant Firmin at (617) 292-5673 . Sincerely, Brian Donahoe Director Grandf4/bjf cc: DEP/BRP/DWPC Section Chiefs MHOA MAHB c 3� CD 00 41 - ox x 00 m m 0 m r- - o O Di 3 3 m m a, m 3 15 ` 0 ID co --i :D x o Mo Di M Ul m 2 :1D Cf) o uj � DD CDco D0 3 O - - - --- , O Cn o:)D cn--a r m000 z 3 tomfa- T 7J 0 C10 m m � o� 30 0C rn 3 0 4L co F— < � = z m 3 1D m Di (T) I O 0 m z 0 N 0� C.J r � D n r m - w z m cn W '—' cn i O -P o o o. . m OQJ CCD m fgoz = N x -P o o :1) 41 Cn (� C 3 z -� o f=O z 0 z : z cnz =-� x ID fV - _ :1D in O --I O m z �z CD o m 3 O � c mcn o -� t uj U5 m mo o CS) N m —� 3 co O 3 20 / 011 FIFST FLOOR ELEVATION = ELEVATION 11.9 =MA . 100 YEAR ZONE A3 = 11 SILL �� 'RING HIGH WATER = ELEVATION 7.8 EXIST GRADE soNo-TUBE PASTS :AN HIGH WATER = ELEVATION 4.5 ROAD MARSH �� r �� r�� ✓ -AN SEA LEVEL = ELEVATION 0,0 Ki 6.v .D D . --AN LOW WATER = ELEVATION -4,5 SKETCH. PLAN OF HAYES CAMP SH ❑ WINC RELATI ❑ N TO 100 YEAR FLO [ SCALE 1 INCH = 8 FEET PREPARED FOR HANNAH WICKS ISLAND TRUST C/ ❑ N ❑ RMAN W, HAYES P, ❑ , BOX 281 0 BARNSTABLE MASSACHUSETTS 02668 0 9F N . N❑ VEMBER ?, 1994 FIRST FLOOR ELEVATION = ELEVATION 11.9 FEMA 100 YEAR ZONE A3 = 11 sz�� SPRING HIGH WATER = ELEVATION 7.8 EXIST GRADE SONO-TusE MEAN HIGH WATER = ELEVATION 4.5 ROAD MARSH i �� i �� i�� ✓ MEAN SEA LEVEL = ELEVATION 0,0 Nk GV .D MEAN LOW WATER = ELEVATION -4,5 SKETCH PLAN . DE HAYES C AM P SHOWING RELATION TO 100 YEAR Fl SCALE 1 INCH= 8 FEET - .. . ., - -- - - - - .. `ram•;=+" PREPARED FOR HANNAH WICKS ISLAND TRUST C / O NORMAN W, HAYES P . D . BOX 281 BARNSTABLE MASSACHUSETTS 02668 NOVEMBER 7, 1994 S FIRST FLOOR ELEVATION =- ELEVATION 11,9 SILL A3 = 11 DUNE ELEVATION 7.8 EXIST GRADE SUND-TUBE POSTS // - _LEVATION 4,5 ROAD MARSH i :LEVATION 0.0 N1 6V .D , LEVATION -4,5 SKETCH PLAN DP HAYES CAMP A ON TO 100 YEAR FLOODSHOWING REL TI SCALE 1 INCH = 8 FEET PREPARED FOR HANNAH WICKS ISLAND TRUST C / O NORMAN W . HAYES o ��S0OFM�s�'O P,O . BOX 281 DAM yG BARNSTABLE MASSACHUSETTS 02668 '" Na 31306 90 9�C,�A L LAND Q NOVEMBER 7, 19911 t� �TME Historical Commission e Town of Barnstable ` BAMSUSIX ` 230 South Street Mara 39. A�� Hyannis,Massachusetts 02601 N1A'� January 17,1995 Warren Rutherford,Town Manager Barnstable Town Hall 367 Main Street Hyannis,MA. 02601 RE: Protection of Sandy Neck Dear Mr.Rutherford, To date the Historical Commission has had no response to our memo of September 19,1994 regarding the protection of Sandy Neck. The future of Sandy Neck,Barnstable's most important historical and natural resource,is of great concern to us,especially in light of the Cape Cod Commission's elimination of discretionary referrals of single family homes as DRIs. Town of Barnstable is not currently equipped, through any board/commission,to limit large increases to the privately owned dwellings on Sandy Neck. We understand that several town departments were asked to submit their limits of responsibility regarding this matter to your office not later than June 30,1994. The Commission feels that this issue needs to be addressed before another cottage expansion is proposed. S' y, Eben L. Jo on,Chairman c. Conservation Commission Zoning Board of Appeals Board of Health Building Div. TOWN OF BARNSTABLE BUILDING DEPT D QAN �pF ZHE tp� Town of Barnstable BARNSTABLE ; Historic Preservation Department y MA-� e 230 South Street, Hyannis,Massachusetts 02601 1639.$ATEO MA'S A,O (508) 790-6270 Fax (508) 790-6454 hh TOWN OF BARNSTABLE BUILDING DEPT. r f , TO: Cape Cod Commission i FROM: Historical Commission and Historic Preservation Department' DATE: March 31, 1994 SUBJECT: Jack Lyons Cottage, Off Trail 5 , Sandy Neck (Formerly Known as the Bishop/Fogerty Cottage) On behalf of the entire Historical Commission and the Historic Preservation Department, we wish to strongly recommend that the proposed project be accepted for review by the Cape Cod Commission as a DRI. The entire length of Sandy Neck including the project locus is listed in the State and National Registers of Historic Places as the Sandy Neck Cultural Resources District. This designation encompasses both the archaeological and architectural importance of Sandy Neck and to our knowledge is the only area given this joint nomination in Massachusetts. The inventory of this specific property as well as supporting background documents were forwarded with the DRI referral form for your review. , This cottage is already one of the largest building's on Sandy Neck, located in what is called the upland area abutting the Great Marshes and Barnstable Harbor. Only a few cottages and the Lighthouse Keeper's dwelling at Beach Point Colony come near what is proposed by the applicant. While most cottages are very modest in architectural terms, they provide an important reflection of Sandy Neck and its long history and possess integrity of location, design, setting, materials, workmanship, feeling and association-- all criteria for National Register listing. These cottages illustrate a distinctive pattern of building which has become part of Sandy Neck's tradition and are an integral part of an area that has made monumental contributions. to the broad pattern of Barnstable's development. A product of their environment, their architecture was bound by considerations of geography, climate, harmony with the landscape and their proportions have been horizontalized in an attempt to adjust to specific area and site, questions of style were secondary yet they share a common scale, a common purpose and a common visual effect. If this .project is allowed to proceed there will be lasting and devastating effects on significant architectural and historical characteristics to not only this building but possibly many others in the future and since the Massachusetts Historical Commission has designated Sandy Neck as one huge archaeological site, construction activities slated for this locus will also potentially destroy prehistoric sites. It is difficult to imagine any new perspective that can be . added to the comments already expressed regarding this proposed project. i.e. out of scale building, potential adverse impactSto archaeologically. and environmentally _ fragile area, .precedent setting with far reaching implications , full scale construction activities and their accompanying flows of wastewater, destruction of plant and animal habitat, destruction of a State and National Registered building etc. We let the envoronmentalists and ecologists speak to those issues which they know best and instead have focused on the issues of aesthetics and setting, and sense of place. There is no common clock of memory, my Sandy Neck is not Your Sandy Neck, is not Abel 'MAkepeace's or Alfred Redfield's or Braley Jenkins, nor the Native Americans who inhabitated this place centuries ago. Yet, we all share a sense of Sandy Neck---a place that is above all memorable, a place that feeds all the routine senses of touch, sight, sound, but especially, a place that is a sight for the eyes. It should be a personal challenge to the legions who love Sandy Neck-the single most important shared resource owned collectively by the Inhabitants of Barnstable and Sandwich as well as individuals-to what remains. As we all remember our own feelings for Sandy Neck and its splendors please don't let this incredible resource be destroyed uncaringly or without your knowledge or comment. Sandy. Neck stands supremely different from all other coastal dune areas of Cape Cod. The six mile barrier beach of wind- sculptured hills and valleys .rises above the lush green of the Great Marshes. Like a jewelled pendent this great dune- land stretches its length to the east above a background of blue sea. and a foreground of verdant meadows with its twisting network of tidal creeks. For untold centuries Native Americans inhabited this place and shifting sands hide their centuries old campsites and middens. Beginning in 1644 the first European settlers to arrive in this area acquired all of the northern half of Barnstable including Sandy Neck and the Great Marshes in two purchases from the Native Americans for a total consideration of 6 coats, 3 axes, one days plowing and three'-score rods of fencing. What a deal, even looking at it from a distance of three and a half centuries. This unique regional environmental zone has seen seasonal occupation from the Late Archaic Period (C3000 years ago) to the present. The Colonists used the land for several trial endeavors including the trying-out of whale blubber during the 18th century, the manufacturing of salt early in the 19th century and the growing of cranberries in the late 19th century. Few extant structures remain to reflect these . activities but numerous prehistoric and historic archaeological sites testify to their former existence. During the late 19th century and early 20th century, market gunning reached its zenith on Sandy Neck. Gunning camps sprang up or were converted from earlier buildings, many originally used to store cranberries. Gunning colonies were a prominent feature of remote coastal areas of the Cape during this time. Sandy Neck is the largest such area to remain intact. Another major group at the Cape Cod National Seashore was moved or demolished while a third group at Monomoy Point in Chatham has been destroyed by storms. Sandy Neck continues to display the unspoiled _ interrelationships of dunes; hummocks, marshes and small rustic cottages. These cottages are remarkable examples of folk architecture and are considered to be of exceptional significance. While most are very modest in architectural terms, they provide an important reflection of Sandy Neck and illustrate a distinctive pattern of building and work controlled by nature which has become part of Sandy Neck's tradition. They remain basic, austere and starkly unadorned. Though simple in form the Sandy Neck upland cottages achieve variety and visual delight with limited materials. �b 3 Because the Neck contains significant information on the adaptation of prehistoric peoples to coastal resources, the interaction of Native Americans and Euro-Americans during the Contact and Plantation Period's and the Colonists utilization of coastal resources, it has the unique distinction of being listed in the State and National Registers of Historic Places for both its architectural and archaeological resources. The entire length of Sandy Neck' and the buildings thereon are listed in the National .Register as the Sandy Neck Cultural District. j The Bishop/Fogarty Cottage specifically before you tonight was originally built c.1875 by the Huckins Family and used as a gunning cottage by successive owners. This lodge is rich in tradition. and filled with hunting stories told by generations of cottagers. We are pleased that the. current plan clearly defines the original portion of the gunning cottage and have been assured by the applicant's architect that it will be preserved in total. However, the Historical Commission and Historic Preservation Department vigorously j objected to the applicant's original plan which did not adequately differentiate the old from the new and was incompatible in its massing, size, scale and architectural features and did not protect the historic integrity of the property and .its environment. In an attempt to fulfill the applicant's desires for a much larger dwelling and the Historical Commission and Preservation Department's wish to retain and-preserve significant historic features and adapt new construction to fit into the historic character and context of Sandy Neck, an agreement was reached that none of the participants is totally happy with--perhaps the sign of a fair compromise. Although understanding grows-the- pressure also mounts-- pressure not only to maximize the value of every site and building but to ignore the area, the setting, the scale and to .build ahead by dictates of the purse. Hopefully most cottage owners realize they are privileged -to inhabit a landscape of unparalleled splendors--historical, architectural, archaeological, geological and biological. I come to plead for the salvation of the splendors left intact--for the seal of generations rests upon this place. �d The Town of Bar. „�,,O.,, , astable "'"B& Office of Town Manager 367 Main Street, Hyannis MA 02601 Office: 508-790-6205 'Warren J. Rutherford Fax: . 508-790-6226 Town Manager TO: &atricia Anderson, Historic Preservation Director Robert Gatewood, Conservation Administrator Robert Smith, Town Attorney Ruth Weil, Assistant Town Attorney Anthony Trioano, Sandy Neck Ranger Thomas McKean,Health Director FROM: Warren J. Rutherford, Town Manager RE: Sandy Neck Issues DATE: June 8, 1994 Based upon the discussion this afternoon, at which all addressees above were present (except T. McKean), the following summarizes our collective responsibilities: Objectives listed for achievement for Sandy Neck include mitigation of intensification of use, protection of town property on Sandy Neck. • Zoning: Pat Anderson shall consult with Planning department staff to investigate zoning changes concerning height limitations. In addition, a summary of zoning restrictions should be prepared for the area. • OKH: Pat Anderson shall prepare a listing of proposed regulations/guidelines along with relevant historic preservation goals and concerns respecting Sandy Neck for presentation and consideration to the local and/or regional OKH: • Rob Gatewood shall prepare a summary on Conservation Commission regulatory oversight at Sandy Neck as it relates to the above stated objectives, and present any _ practical changes in regulatory oversight that might further these objectives. • Tom McKean shall prepare a summary on Health Board and department regulatory oversight at Sandy Neck as it relates to the above stated objectives, and present any practical changes in regulatory oversight that might further these objectives. • Tony Trioano shall forward to the Manager all information concerning leases on town property. • Upon review of this information, we would convene to discuss the continued necessity to consider a DCPC process or land acquisition. • Staff are requested to prepare the requested information not later than June 30, 1994. J'�ropmgtlsand .doc The discussion of building design assistance, guidelines, or . controls is ultimately a discussion of public good versus private interest. We *are speaking of protecting the common good of Sandy Neck from its potential detriment by the + precedence of private interest. The Old King' s Highway Regional Historic District Act states. . . . . "The purpose of this Act is to promote the general welfare of the inhabitants of the applicable regional member towns so included, through the promotion of the educational, cultural, economic, aesthetic and literary significance through the preservation and protection of buildings, settings and places within the boundaries of the • regional district and through the development and maintenance of appropriate settings and the exterior appearance of such buildings and places, so as to preserve and maintain such regional district as a contemporary landmark compatible with the historic•, cultural, literary and aesthetic tradition of Barnstable County, as it existed in the early days of Cape Cod, and throughthe promotion of its heritage. " Specific goals and guidelines for the rehabilitation and design of buildings located on Sandy Neck. should be established to insure harmony among existing buildings and most importantly to insure harmony with their setting. The establishment of a cohesive building character needs to be developed for this singularly unique outlying area. The purpose of these guidelines is to promote the general welfare of not only the inhabitants of the Towns of Barnstable and Sandwich but the Cape as a whole through the preservation and protection of historic buildings and structures on Sandy Neck and the adjacent Great Marshes north of Scorton Creek and through the preservation of the settings for these buildings and structures and through the benefits resulting to the economy of the region as a whole. a Goals for restoration, rehabilitation and construction on Sandy Neck which are consistent with the purpose of the Old King' s Highway Act as follows: 1. To protect and preserve the historic character of the existing settlement of cottages located on Sandy Neck as well as their overall setting. The entire length of Sandy Neck is listed in the State and National Registers of Historic Places for both its architectural and archaeological historic resources. 2. To preserve the integrity of these historic cottages that physically express the history of Sandy Neck by encouraging faithful maintenance and accurate restorations of these structures; to insure that all alterations or additions to historic buildings are compatible with the scale, massing bulk -and height of the original cottage. Any new construction should fit the predominant scale of these unique examples' of folk/vernacular architecture-- Architecture native to a locale and derived from simple and direct adaptation to functional needs, using the materials and methods at the command of local artisans; without regard for formal or precise stylistic notation, but based on tradition and practicality. 3. To foster a relatedness of character. and "sense of place" for any and all new construction or alterations based on traditional , forms, so that they share a common identity . There is the potential for visual chaos if alterations and new construction are not coordinated with one another. 4. To preserve and protect the Neck' s natural landscape, especially the cottage's specific siting to minimize the visual impact on the landscape and to insure that any new construction is designed as partners with the land. Buildings should not be elevated above their natural vegetation so as to stand out in their landscape and should not be so high as to boldly interrupt the rolling horizon. Buildings on Sandy Neck should be small-scale and ground hugging. If siting and design are not sensitive to the land form it can easily destroy for others the landscape qualities it was built to enjoy. Sandy Neck cannot sustain construction that detracts from the barrier beaches fragile beauty. .d Sandy Neck and Great Marshes Protection District draft zoningg for Sandy Neck file .zo-snady.doc traczyk 062294 Purpose: The purpose of the Sandy Neck and Great Marshes Protection District is the preservation and protection of sandy Neck Barrier Beach and the Great Marshes wildlife and human resources. Designation of area: The area affected is illustrated on the map entitled "Sandy Neck and Great Marshes Protection District" dated , 1994 (to be comp letedj . It is composed of all beaches, marshes, waterways and uplands area within Sandy Neck and the Great Marshes defined as north of a line drawn by the center of Barnstable Harbor and Scorton Creek, to the line of Assessors Maps 135 and 159 and then northward following that Assessors Map line to the Cape cod Bay and extended 60 feet into the Bay. Then easterly parallel to the shore of Sandy Neck to the- center of the mouth of Barnstable Harbor. . Prohibited uses in the Area: a. No structure of any kind may be located within the area subject to this protection district with the exception of docks, which may.be constructed in keeping with the state and local laws. b.- No dumping, filling, removing of materials or dredging, except for the maintenance dredging of the Barnstable Harbor and Great Marshes drainage and mosquito control network, may be done except as subject to the requirements of MGL Ch. 131, Section 40, and all other applicable laws and regulations. Existing uses: Any existing structure or use of such structures lawful- at the effective date of this amendment to the Zoning Ordinance may continue although such structure or use does not conform to this amendment. Any existing structurermay be repaired, maintained and improved, but in no event made larger or higher. Any nonconforming structure which is destroyed may be build on the same location, and with the same foot print of that which previously existed, but in no instances larger than the original overall square footage that existed. Application for variance: Any owner of a lot which is buildable at the time of the effective date of this amendment, but which is made unbuildable due to this amendment, may apply to the Zoning Board of Appeal for a variance to this amendment. Previous issued Building Permits: To avoid undue hardship, nothing in this amendment shall be deemed to require a change in design, construction or intended use of any structure with respect to which a building permit was legally granted prior to the effective date of this amendment. Such construction must be substantially completed within two (2) years from the effective date of this amendment, or such construction shall be required to conform to this amendment. Limits of Powers: Nothing in this amendment is intended to override, restrict, impede or otherwise invalidate any rules, regulations, laws of the Barnstable Conservation Commission, the Town of Barnstable or the Commonwealth of Massachusetts. j Sandy Neck and Great Marshes Protection District draft zoningg for Sandy Neck file zo-snady.doc traczyk 062294 Purpose: The purpose of the Sandy Neck and Great Marshes Protection District is the preservation and protection of Sandy Neck Barrier Beach and the Great Marshes wildlife and human resources. Designation of area: The area affected is illustrated on the map entitled "Sandy Neck and Great Marshes Protection District" dated , 1994 (to be completed) . It is composed of all beaches, marshes, waterways and uplands area within Sandy Neck .and the Great Marshes defined as north of a line drawn by the center of Barnstable Harbor and Scorton Creek, to the line of Assessors Maps 135 and 159 and then northward following that Assessors Map line to the Cape Cod Bay and extended 60 feet into the Bay. Then easterly parallel to the shore of Sandy Neck to the center of the mouth of Barnstable Harbor. Prohibited uses in the Area: a. No structure of any kind may be -located within the area subject to this protection district with the exception of docks, which may be constructed in keeping with the state and local laws. b. No dumping,, filling, removing of materials or dredging, except for the. maintenance dredging of the Barnstable Harbor and Great Marshes .drainage and mosquito control network, may be done except as subject to the requirements of MGL Ch. 131, Section 40, and all other applicable laws and regulations. . Existing uses: Any existing structure or use of such structures lawful at the .effective date of this amendment to the Zoning ordinance may continue although such structure or use does not conform to this amendment. Any existing structure may be repaired, maintained and improved, but in no event made larger or higher. Any nonconforming structure which is destroyed may be build on the same location, and with the same foot print of that which previously existed, but in no instances larger than the original overall square footage that °existed. Application for variance: Any owner of a lot which is buildable at the time of the effective date of this amendment, but which is made unbuildable due to this amendment, may apply to the Zoning Board of Appeal for a variance to this amendment. Previous issued. Building Permits: ..To avoid undue hardship, nothing in this amendment shall be deemed to require a change in design, construction or intended use of. any structure with respect to which a building permit was • • legally granted prior to the effective date of this amendment. Such construction must be substantially completed within two (2) years from the effective date of this amendment, or such construction shall be. required to conform to this amendment. Limits of Powers: Nothing in this amendment is intended to override, restrict, impede or otherwise invalidate any rules, regulations, laws of the Barnstable Conservation Commission, the Town of Barnstable or the Commonwealth of Massachusetts. of IME,°� t7�clL� (JG�J►�L7fLbd�an P� ti 961a" a/tT OARNSTABLE. wMASS. 0 230 South Street '639• . Hyannis,Massachusetts 02601 lE0 MAC a.. July 1 , 1991 TO: Warren Rutherford Town Manager FROM: Patricia J . Anderson Historic Preservation De artment SUBJECT: Sandy Neck Management Plan Please include the enclosed material which provides an historic overview of the development of Sandy Neck in whatever emerges as the final Management Plan for Sandy Neck. Sandy Neck is perhaps the most important historic resource owned by the inhabitants of the Town of Barnstable and although the .majority of cottages are privately owned , most cottage owners realize that they are privileged custodians of historical assets and have an obligation to protect and preserve these State and National Registered buildings . To take for granted , fritter away or destroy them would be a tragedy and alter the face of one of the most unique areas on the Eastern seaboard . Our forefathers wrangled endlessly among themselves for Sandy Neck was valuable land and became the source of countless lawsuits . The early settlers measured and cut and sliced and whittled and chiseled away , until in the end it was doubtful if more effort- had gone into the cultivation of the land than into litigation over it . For ten years , from 1694 to 1703 , they did as much suing as sowing and so many committees were appointed to settle disputes that everyone eventually became a committee member . ( Even in the late 1600 ' s Sandy Neck. had a governing board. I mention this because it is interesting that in 300 years things don ' t appear to have changed .that much : ) Sandy Neck belongs to no man , no one group , no town , or governmental body -- to be held , captured or claimed . It is the Earth ' s and its growth , development and history are both. behind and ahead of us . To preserve and protect the biological , historical , archaeological and geological features and assets of Sandy Neck which provide for man ' s spiritual replenishment is the essence of the whole concept of preservation . If you or the Sandy Neck Board have any questions regarding the I enclosed docement , I will be available at your convenience 'to 1 discuss same . Patricia J. Anderson--Historic Preservation Dept. NATIONAL REGISTER CRITERIA STATEMENT (if applicable) Sandy Neck is a 6.2 mile long barrier beach that extends eastward into Cape Cod Bay to form Barnstable Harbor. This unique environmental zone has seen seasonal occupation from the Late Archiac Period (c3000 years ago) to the present, with Native Americans and European colonists alike attracted by its rich natural resources, including fish, shellfish, water- fowl, birds, deer and small animals. The colonists also used the land for several indus-. trial endeavors including the trying-out of whale blubber (18th century), the manufacture of salt (early 19th century), and the production of cranberries (late 19th century). No extant structures remain to reflect these industrial activities or the occupation by Native Americans, but numerous archaeological sites testify to their former existence. The area has also been used recreationally since the late 19th century by summer visitors and hun- ters. The Cottage Colony at the eastern tip of the neck, and a series of gunning camps ARCHITECTURAL SIGNIFICANCE Describe important architectural features and evaluate in terms of other areas within the community. A neck of sand built around cores of glacial drift, Sandy Neck varies in width from 200' t.o 1/2 mile and is covered with large old and new dunes which frame Barnstable Harbor; indeed, Sandy -Neck gives Barnstable its harbor. Trailing eastward, parallel to the main body of the Cape, the north shore of Sandy Neck consists of a gravelly beach bordering Cape Cod Bay, while on the south shore are extensive salt marshes (known as the Great Marshes)cut by tidal creeks. Between, are upland areas characterized by oak and pitch pine, and a widespread groundcover of bullbriar, poison ivy, beach plum, etc. Cedar swamps, freshwater bogs and abandoned cranberry bogs are significant ecological features as well. Sandy Neck has been growing eastward from the mainland for at least 3,200 years but not more than 5,000 years. Because of prevailing winds, currents and tides, the erosional and depositional process is not only causing the Neck to elongate, but at the same time, sediment is being removed on the harbor side while a gradual broadening is occurring on the bay side-(Redfield; 1972). Extant structures on Sandy Neck include a lighthouse and surrounding cottages dating from HISTORICAL SIGNIFICANCE Explain historical importance of area and how the area relates to the development of other areas of the community. Sandy Neck was part of the town's common lands until 1715. At that time it was divided into j sixty lots and granted to the early settlers (proprietors). The proprietors reserved the right of having four, half-acre try-yards on the Neck where any citizen engaged in whaling could erect a try-house for storing blubber barrels and other gear (#'s BVG-237; 265). At the same time a twenty-rod strip of the outer beach, running the whole length of the Neck, was reserved for the use of any citizen who wished to erect a fish house. The Bullen and Brooks report titled "Shell Heaps on Sandy Neck, Barnstable, Massachusetts" (1948) states that, ". . .the remains of an old brick kiln, believed to have been used for trying-out oil from whales, fire blackened bricks, odds and ends of whalebones, and bits of iron were scattered about the kiln." - Another early industry which took place on Sandy Neck was the manufacture of salt by boiling sea-water. Amos Otis states that during the Revolutionary War, Nathaniel Gorham spent several successive days driving a four ox sled loaded with wood on the ice across the harbor from Calves Pasture Point to Sandy Neck. Since that time the harbor has been frozen so that persons could cross, but at no time since since sufficiently to bear a' team. gThe .saltworks on Sandy Neck were among the many located along Barnstable's north and south /coastlines in the first half of the 19th ceatury. During the second half of the 19th century, after decline of the saltmaking industry, the cranberry industry flourished on Sandy Neck and in other parts of the town, especially BIBLIOGRAPHY and/or REFERENCES Barnstable County Registry of Deeds and Probate- Otis, Amos, Genealogical Notes of Barnstable Families. 1888. Deyo, Simeon, History of Barnstable County, Massachusetts. 1890. Trayser, Donald, G. Barnstable, Three Centuries of a Cape Cod Town. 1939. CONT. 8/85 Barnstable, MA MRA .2 INVENTORY FORM CONTINUATION SHEET EBarnstable : Form No: MASSACHUSETTS HISTORICAL CUM SSION BVG able Village) Office of the Secretary, Boston Sandy Neck Cultural Name:Sandy District .Indicate each item on inventory form which is being 'continued below. National Register Criteria Statement (cont) strung out along the marshes survive and continue to be used for their original purpose. iThe Sandy Neck Cultural Resources District possesses integrity of location, design, setting, materials, workmanship, feeling and association, and meets criteria A, B, C, and D of the National Register of Historic Places. Architectural Significance (cont) the latter 19th century at the eastern tip known as Cottage Colony. Twentieth century gunning camps are dispersed along the marshes as well. Representative structures from each catagory are described below. While most are very modest in architectural terms, they provide an important reflection of Sandy Neck's most recent uses. A discussion of both pre-historic and historic archaeological sites follows. Cottage Colony BVG923- 'Sandy Neck Lighthouse (1857). This 45' high brick light is the second on the site, replacing an earlier structure of 1826. It is a typical light of the period, consisting of a brick shaft, carrying a glazed lens house. The lens and its housing were removed after 1931, when the light was decommissioned and replaced with an automatic light. BVG273- Lighthouse Keeper's Dwelling (1880). This small, gable roofed, 1 and 1/2 story dwelling, like the lighthouse, replaced an earlier 1826 structure. Despite its late date, it is designed in the Gothic Revival style, featuring label moldings over windows and the entry. The entry bay is emphasized by a cross gable. The house has been altered by re- placement of clapboards with shingles, and addition of a one story shed roof porch over the entry. It is located directly adjacent to the lighthouse. BVG272- Parker/Poland Cottage (cl903). Rising 2 and 1/2 stories to a gable roof, this smiple, shingle-clad house is distinguished primarily by its bracketed porch which extends around two elevations; the corner beneath the porch is angled. BVG269- Seawana (c1901). This small, 1 and 1/2 story gable roofed cottage resembles suburban examples of the period. Its roof extends forward to form a porch, being supported on plain, squared posts. A large gabled dormer, containing two windows, is located in the center of the front roof slope. BVG266- Daniel Boone (c1930). This small, shingled one story cottage is enclosed by a shed roof which extends forward to form a screened porch. Originally built as a gunning shack, it has been converted to summer cottage use with no major changes. BVG261- Eugene Keith Cottage (c1925). Greatly enlarged, this cottage began as a one room gunning shack in 1925. It was later expanded to five rooms, and its gable roof was ex- tended forward to form an.-. enclosed porch. Its evolution is typical of Sandy Neck. CONT. Staple to Inventory form at bottom r Barnstable, MA MRA p.3 INVENTORY FORM CONTINUATION SHEET CaRMUnity• Barnstable Form No: West 'Barnstable MASSACHUSETTS HISTORICAL COWSSION (Barnstable Village) BVG Office of the Secretary, Boston Property Name: Sandy Neck Cultural Resources District Indicate each item on inventory form which is being continued below. Architectural Significance (cont.) BVG256- Hurricane (cl898). One of the earlier cottages on Sandy Neck, Hurricane is another land 1/2 story shingled cottage enclosed by a gable roof. It is three bays with a shed roofed side ell and a rear lean-to. The main feature is a porch with bracketed posts that extends around two elevations. BVG247- Homestead/The Big House (c1915). One of the few winterized cottages on Sandy Neck, this dwelling boasts plastered walls, a fireplace in the living room with a wood and coal stove for winter and a large cooking stove in the kitchen. It is a 1 and 1/2 -story struc- ture enclosed by a hip roof with hip roofed dormer on the front slope of the roof. As originally constructed, Homestead had an open verandah on the south and east sides. Prior to 1937, the verandah was enclosed and extended around the west side. Homestead is large only in comparison to other cottages on Sandy Neck. Marsh Trail Gunning Cottages BVG237- Try-Yard Meadow Cottage (pre-1914). Located near the settlers' try-yards, this shack is perched on the edge of the dunes, overlooking' the marsh, where migrating water- fowl feed and breed. It is a small, one story structure enclosed by a gable roof; a brick. chimney rises outside the east elevation. An open porch, whose roof is supported on squared posts, extends across the facade. Like many of its neighbors, this one room shack contains a coal stove, bunk beds and a fireplace. BVG231- Rof-Mar Cottage (1940's). This three room shack rises one story to a gable roof. It is sheathed with rustic clapboards. Visually, it continues the simple tradition estab- lished earlier in the century for gunning cottages or shacks. BVG223- Joseph Larkin Swift Cottage (pre-1942). This small, gable roofed shack rises up out of the dunes on pilings to secure its foundation. Like other such structures in the area, it is one story, and rectangular in plan. It is distinguished by large, open porches that extend out on the pilings. BVG221- The Mosquetucket Club (c1908). Built in 1908 about 1/4 mile east of its present location, the Mosquetucket Club was originally a one room, 14x14 gunning camp used by college .classmates for duck hunting. The camp was moved in 1913 and placed on a parcel of land that juts out into the Great Marshes. The .cottage's gable end now faces the marsh, and a bunk room has been added to the rear of the building, leaving the original section for a combination kitchen and living area. Much later, an enclosed porch was added around three sides of the shack. Bibliography (cont) Freeman, Frederick, The History of Cape Cod. 1869. The Seven Villages of Barnstable. 1976. Town of Barnstable, Proprietors' Records, 1703-1795 (published by the town, 1935). Town of Barnstable, Clerks' Records; Assessors' Records. Bullen, Ripley, & Brooks. Shell Heaps on Sandy Neck, Barnstable, Massachusetts. '1948. Redfield, Alfred. Development of a New England Salt Marsh. 1972. General Services Administrat' Ix�ati nal_Archives and Records Service, Washington, D.C. ° iple �o Inventory form at bottom CONT. Barnstable, MA - MRA p. 4 INVENTORY FORM - CONTINUATION SHEET Caummity• Barnstable Form No: West Barnstable MASSAMUSETTS HISTORICAL CMUSSION Barnstable Village BVG Office of the Secretary, Boston Property Nam :Sandy Neck Cultural 'Resources District Indicate each item on inventory foim which is being continued below. Historical Significance (cont) Marstons Mills. This industry played a major role in Barnstable's latter 19th century development. Whole families, furnished with employment and ready cash, found themselves financially secure. Successful development of cranberries required three elements: a swampy flat area or bog, suitable sand, and a long growing season without killing frosts. Cape Cod, and particularly Sandy Neck, met these requirements. Deacon Braley Jenkins was the first to cultivate the wild cranberry bogs on Sandy Neck, and eventually his son be- came owner of about 1000 acres, much of which he converted to bogs. After Brayley, Jr. 's death, the property was sold to Abel D. *Makepeace, known as "Cape Cod's Cranberry King". It was during this period that cranberry houses were built to store the berries and to shelter those who worked the bogs. A few of these buildings were later converted into gunning camps. (#'s BVG232,227). In 1826, the Federal Government built a lighthouse and keeper's house near the eastern end of Sandy Neck to mark the entrance of Barnstble Harbor. The site where these 1826 structures stood is now below the high water mark due to the ever changing profile of the Neck. In 1857 the lighthouse was replaced with the present brick structure that is painted. white with a black lantern. The keeper's cottage was replaced in 1880 (#'s BVG(923, 273). Shortly thereafter, cottages for hunting and recreational use began to be constructed around the lighthuse. They are now known collectively as the "Cottage Colony". The Colony has important associations with both Barnstable's maritime and summer resort development. During the early 20th century, market gunning reached its zenith on Sandy Neck, and hunters came from miles around to get their quotas. Gunning camps on the south (marsh) side of Sandy Neck sprang up, and room and board for gunning parties was also provided at the Cot- tage Colony. Today, Sandy Neck is a recreation and conservation area mostly owned by the Town of . Barnstable, and is under the supervision and jurisdiction of the Sandy Neck Governing Board. CONT Staple to Inventory form at -bottom Barnstable MA MRA D.5 INVENTORY FORM CONTINUATION SHEET [Barnstable i tY: Barnstable Form No: MASSACHUSE17S HISTORICAL CCM*tISSION Village & Office of the Secretary, Boston Barnstable BVG ty Name: Sandy Neck Cultural Resources District Indicate each item on inventory form which is being continued below. ARCHAEOLOGICAL COMPONENT Description (Section7) Summary The available archaeological evidence suggests that Cape Cod was occupied as early as the Paleoindian Period. The mainland at the west and south of Sandy Neck, was occupied by at least the Middle Archaic Period. Geological evidence, combined with studies of salt marsh ontogeny, indicate that Sandy Neck began to form approximately 3100 years ago. The cultural history of Sandy Neck therefore begins in the Late Archaic Period, approxi- mately 3000 years ago. Native American utilization of Sandy Neck continued through the Early Historic Period. The archaeological record of Sandy Neck culminates with evidence for Native American and Euroamerican interaction. By at least the late 17th century, Sandy Neck was a vital resource for Euroamerican interests. Whale houses, try yards, fish shacks and grazing areas were the principal economic concerns of the Early Historic Period population, involved in the utilization of Sandy Neck. Sandy Neck contains signi- ficant information on the adaptation of prehistoric peoples to coastal resources; the interaction of Native Americans and Euroamericans in the Early. Historic Period; and Euroamerican utilization of remote coastal resources from the 17th century settlement period to the present. Because of its relative isloation from the mainland of Cape Cod, and due to the limited protection afforded by the. sanctions of the town Sandy Neck Governing Board, the archaeo- logical record of Sandy Neck remains relatively intact. Past History of Archaeological Investigations The archaeology of Sandy Neck has been discussed in the literature of New England archaeo- logy, albeit infrequently, during the course of the last 40 years. Prehistoric and Historic Period sites have been encountered both as the result of systematic survey and fortuitous discovery.. Because of the nature of the constantly shifting sands, exact site locations are problematic. Therefore, the Massachusetts Historical Commission has designated the entirity of Sandy Neck as a single archaeological site (19 BN 91). Past Environment The Sandy Neck conservation area of the town of Barnstable is a sand spit or barrier beach, approximately 6.2 miles long and .5 mile wide. Its accretion, over the course of c3900 years, created conditions favorable for the formation of a large salt marsh between the southern margin of the Neck and the Cape Cod mainland. At present, the marsh consists of 5,300 acres. The co-evollution of these two ecosystems has yielded unique and signi- ficant resource opportunities which have been exploited by both the prehistoric and his- toric inhabitants of Cape Cod. Geology and Environment: Developmental Trends The formation of Sandy Neck and the adjacent salt marsh (not a part of this nomination) has been extensively studied (Redfield & Barghorn 1959; Redfield 1972). Redfield's research indicates that Sandy Neck has been growing eastward from the mainland for at Staple to Inventory form at bottom BArnstable MA MRA p.6 INVENTORY FORM CONTINUATION SHEET Commun;BArnstable : Barnstable Form No: MASSACHUSE17S HISTORICAL CCt*1ISSI0N Barnsle Village & Office of the .Secretary, Boston West BVG ProperName: Sandy Neck Cultural Resources District Indicate each item on inventory form which is being continued below. Archaeology: Description (cont) least 3200 years, but not more than 5000 years (Redfield 1972). The development of the beach is a result of the fairly constant deposition of sediment eroded from sea cliffs located between Monument Point ands the Cape Cod Canal and at Scorton Neck to the west of Sandy Neck (Redfield 1972; 207). Redfield suggests that, at present, the deposition of sediment along Sandy Neck is supplying the growth of a sand spit from the end of Sandy Neck at the cove southwestward toward the mainland. This spit has widened c450' in the last 100 years. During that time, Sandy Neck grew eastward c600' while losing 200' of shoreline along the entire outer beach (Redfield 1972). A Paleoenvironmental Reconstruction Redfield places the initial development of Sandy Neck between 3000 to 4000 ago (i.e. years before present years, B.P.) At that time, Sandy Neck was recognizable as an emergent sand spit and offered sufficient protection for the development of salt marsh at its southern margins. As Sandy Neck grew, creating a protected embayment, the area of salt marsh in- creased. Therefore, radiocarbon dating of organic peat from cores taken in the marsh serves to date both the accretion of salt marsh and the growth of Sandy Neck. At 5000 B.P. , relative sea level was 29' below its present height. Sandy Neck probably existed as a slight beach below Scorton Neck. Paleoclimatic data suggest that the warm, moist post-glacial period was giving way to a warm, dry "trend (Butler, 1959; Edwards & Merrill 1977; Barghoorn & Redfield 1959: 737). Salt marsh formation was proceeding along the margin of the mainland to the southwest of Scorton Neck. Redfield suggests that marsh formation was probably limited to intertidal indentations along the margins of the upland prior to any significant emergence of Sandy Neck (Redfield 1972: 235). A peat core taken at the extreme southern margin of the marsh has been radiocarbon dated to 5480 + 100 years B.P. (Barghoorn & Redfield 1959: 737). This date seems to support Redfield's notion that the marsh formed first along the margins of the upland. This dated core sample is signi- ficant for other reasons as well. First, the pollen profile of the core indicates changes in the percentage of oak and non- arboreal pollen, a feature consistent with the transition from the warm, moist post- glacial to the following warm, dry period (Barghoorn & Redfield 1959: 737). Second, the core, which was 327" in depth, provided information concerning the relative rise in sea level along the Massachusetts coast, which is estimated to have been about 6-7" per cerntury (Barghoorn & Redfield 1959: 736). Some time between 5000 and 4000 B.P. , .the erosional process occurring to the west of Sandy Neck became significant. The increased amount of sediment in the easterly currents led to teh deposition of a sand spit at a point below Scorton Neck. By 3000 years B.P. ,the neck was a recognizable feature. Sea level ad risen to 18' below present, and paleo- climatic data suggest a transition from the warm, dry trend to a cooler, moist conditions that persist today. Staple to Inventory form at bottom Barnstable, MA MRA p.7 INVENTORY FORM CONTINUATION SHEET Commmlty:BArnstable Form No: MASSACHUSETTS HISTORICAL CC II SSION BArnstable Village & Office of the Secretary, Boston West BArnstable BVG Property Name: Sandy Neck Cultural Resources District Indicate each item on inventory form which is being continued below. Archaeology: Description (cont) The erosional and depositional process that was building Sandy Neck was also providing sands and clays for the development of sand flats to the south of the spit, within the zone protected by the emerging beach. The intertidal zone of the sand flats was colon- ized by Spartina alterniflora, and in succession, Spartina patens. This cycle of sedi- mentation, colonization and succession of grasses, sea level rise and submergence, yielded peat formation. As the peat formed, the height of the marsh surface increased. This cycle is visible in the stratigraphic columns of peat samples (Redfield 1972). As Sandy Neck developed and increased in length, more of the embayment was protected, thus allowing for the continued development of a broad intertidal marsh as thatch islands became connected (Redfield 1972: 235). A radiocarbon dated peat core, taken near the southern margin of the neck at the base, indicates that intertidal marsh was established at that location by 3100 years B.P. (Redfield 1972: 235). Redfield suggests that "1000 years were required for the sand spit to grow to 1/2 its present length" (Redfield 1972: 235). Therefore, from the time of its emergence as an effective landform, at roughly 3100 B.P. , 1000 years were required for the beach to reach 2.5 miles, or 1/2 the present length, minus the most recent, and presently forming mile. At c2000 years B.P. , Sandy Neck had reached roughly half its present length (Redfield 1972: 235). A pollen spectrum of a peat sample, radiocarbon dated to 1880 + 100 years B.P. , indicates a significant increase in pine and hemlock, a feature consistent with cool, moist conditions. Sandy Neck was undoubtedly, as it is at present, a mosaic of ecosystems. Shifting dunes, low-lying bogs, deciduous-coniferous uplands, and the littoral zone pro- vided a diversity of resource opportunities. It is difficult to estimate the extent to which Sandy Neck was forested at 2000 years B.P. Undoubtedly, shifting or "walking" dunes encroached upon, and ultimately buried woodland stands, as Sandy Neck grew in length. Redfield suggests that the beachheads, representing the terminal positions of Sandy Neck through time, are visible as sand spits or lenses buried in the margins of the salt marsh (Redfield 1972). Between 2000 years B.P. and 1000 years B.P. , Sandy neck grew an addi- tional 2.5 miles, to a position just before Mussel Point. Thus, 2000 years of growth had resulted in the development of a barrier beach roughly 5 miles long. In the succeed- ing 900 years, the growth of the beach has slowed considerably. At present, the develop- mental trends indicated southwesterly growth, further enclosing the embayment (Redfield 1972). The paleoenvironmental data describing this sequence of barrier beach and marsh formation are significant in that they yield a base-line date for the initial occupation of Sandy Neck. Prior to 3100 years B.P. , Sandy Neck was a minor land form. Therefore, the cultural history of Sandy Neck commences sometime after 3100 years B.P. Furthermore, the progres- sional growth of the Neck can be correlated with cultural sequences and changing land use and subsistence patterns, allowing us to predict where sites of a given cultural period or function might be expected. Thus, the geological and environmental history of SAndy Neck is an integral part of its cultural history. Staple to Inventory form at bottom Barnstable, MA MRA p.8 INVENTORY FORM CONTINUATION SHEET Community: Barnstable Form No: MASSACHUSETTS HISTORICAL C*CWISSION Barnstable Village & Office of the Secretary, Boston West Barnstable BVG Property Name: Sandy Neck Cultural Rpsow-rces District Indicate each item on inventory form which is being continued below. Archaeology: Description (cont) . Present Environment At present, the dynamic processes which have shaped Sandy Neck remain, for the most part, unabated. While its growth has slowed, Sandy Neck continues to evolve. During the last 100 years, Sandy Neck has grown eastward c600' . In addition, a new sand spit is emerging at the end of the beach, growing from the cove southward toward the mainland. The spit has widened c450' in the last 100 years (Redfield 1972). However, it is the surficial topography of the neck which manifests the greatest dyna- mism. The prevailing winds and episodic storms yield a condition of shifting dunes, which expose and subsequently re-bury old soil horizons. The "walking dunes" are perhaps± the quintessential topographic feature of the Sandy Neck barrier beach. Discontinous upland areas, consisting primarily of oak and pitch pine and a widespread groundcover of bullbriar, poison ivy, beach plum and related beach xerophytes, yield song dune stablility. In addition, cedar swamps, freshwater bogs, and abandoned cranberry bogs are significant ecological features of Sandy Neck. The marsh to the south of Sandy Neck, generally referred to as the "Great Marsh", has been extensively ditched in the last 100 years. The vertical accretion of mature, high marsh continues along with the development of intertidal marsh zones. The harbor to the . east is silting in (Redfield 1972). Archaeological Investigations Despite the obvious visibility, preponderance and significance of the archaeological resources of Sandy Neck, they have garnered relatively little attention from the arch- aeological community. Ripley Bullen and Edward Brooks. offered the first detailed dis- cussion of the archaeology of- Sandy Neck in 1948, in a paper entitled "Shell Heaps on Sandy Neck, Barnstable, MA" (1948: 7-13). Subsequent to that article, there followed a . long hiatus in the published record of archaeological investigations on Sandy Neck. In 1959, Butler's "Palynological Studies of the Barnstable Marsh, Cape Cod, MA" was published posthumously by Elso Barghoorn and Alfred C. Redfield. While not essentially archaeological in nature, Butler's data on salt marsh onotgeny and sea level rise had significant implications for understanding the geomorphology of Sandy Neck, and hence, the archaeology. In 1967, Bernard Powell undertook a survey of Sandy Neck which produced the identifica- tion of nine sites. His discussion of these sites integrated paleoenvironmental and archaeological data in an attempt to reconstruct the subsistence and settlement patterns of the prehistoric populations utilizing the resources of Sandy Neck. Furthermore, Powell attempted to establish a date for the initial occupation of Sandy Neck (Powell 1967). In 1972, Redfield published "Development of a New England SAlt Marsh", a detailed dis- cussion of the evolution of the "Great Marshes" of Barnstable. Central to the formation of the marsh was the emergence of the- Sandy Neck barrier beach. As with Butler's work, Redfield's study clearly indicated the necessary concurrence between geological, eclogical Staple to Inventory form at bottom BArnstable, MA MRA p.9 INVENTORY FORM CONTINUATION SHEET Corrmwnity: BArnstable Form No: MASSACHUSETI'S HISTORICAL CCWISSION BArnstable Village & Office of the Secretary, Boston West BArnstable BVG Property Name: Sandy Neck Cultural Resources District Indicate each item on inventory foam which is being continued below.,- ARchaeology: Description (cont) and archaelolgical perspectives for understanding both the environmental and human history of the area. Apart from the few published articles directly related to the ecology and archaeology of Sandy Neck and the associated marshes, there have been numerous local histories which have discussed, in general terms, the place of Sandy Neck in the history of Cape Cod (Town of BArnstable 1976; Kittredge 1930; Trayser 1939; et. al.) Furthermore, there has always been, among local artifact collectors, an awareness of the richness and diversity of the archaeological sites on the neck. Thus, even a cursory examination of local artifact collections serves to indicate that many Cape Cod collectors have spent some part of their time on Sandy Neck (Mahlstead, pers. comm. 1986). In 1982, Dunford offered an unsolicited, cultural resource management plan for Sandy Neck. This unpublished document, delivered both to the Massachusetts Historical Commi- sion and the Sandy Neck Governing Board, remains the only attempt to suggest preservation priorities and strategies for the archaeological resources of SAndy Neck (Dunford, 1982). Settlement Pattern Given Redfield and Butler's data concerning the development of the Sandy Neck barrier beach, and the ontogeny of the associated salt marsh, the cultural history of Sandy Neck necessarily begins with the emergence of the beach 3100 years ago. Therefore, sites dating from the Late Archaic Period to the Historic Period, but not earlier, may be encountered on Sandy Neck. Earlier sites may be found on the mainland at the foot of the beach, and on the shores of Barnstable Harbor, to the south of Sandy Neck. The majority of the recorded sites on Sandy Neck, as discussed by Bullen and Brooks (1948), Powell (1967), Dunford (1982), and Mahlstead (1986), might be functionally des- cribed as shell middens. Importantly, many of the shell midden sites yield extensive quantities of habitation debris. In some cases, burials have been recovered in asso- ciation with shell middens. Therefore, these sites seem to be representative of many more activities and behaviors than resource procurement alone. Specifically, prehis- toric sites representing resource procurement, processing and deposition, habitation, tool manufacturing, and burial, may be expected on Sandy Neck. _ The prehistoric archaeological sites found on Sandy Neck occur in a variety of locations. Both wooded uplands and open dune areas provide evidence of the prehistoric occupation of the neck. Rodent burrowing and erosion yield site disturbance in upland areas, while dune movement and "blowouts" produce site exposure in open beach areas. In both of these areas, the sites observed share a number of similar locational features. Sites tend to be situated on fairly level terrain, near the middle or the southern margin of the neck, providing easy access to shellfish beds and the floral and faunal resources of the salt marsh. Furthermore, the sites are adjacent to, or relatively near, sources of fresh- water. Finally, site locations offer protection from the prevailing northerly winds, while providing 'a desired southerly exposure. Staple to Inventory form at bottom BArnstable, MA MRA p.10 INVENTORY FORM CONTINUATION SHEET C ommunity: Barnstable Form No: MASSACHUSETTS HISTORICAL CCW SSION Village & Office of the Secretary, Boston West BArnstable BVG operty Name: Sandy Neck Cultural Resources District Indicate each item on inventory form which is being continued below. Archaeology: Description (cont) As noted, the prehistoric utilization of Sandy Neck began approximately 3100 years ago, during the Late Archaic Period. However, archaeological evidence suggests that the tidal creeks to the west and south of Sandy Neck provided significant resource opportunities for Middle and perhaps Early Archaic populations. Specifically, sites reported by col- lectors from Scorton Creek and Blish Creek and near Sandy Neck Road, at the western end of the beach (Mahlstead 1986, pers. comm.) provide significant evidence of Middle and Late ARchaic occupation, while hinting at an Early Archaic presence. Therefore, the evidence indicates that prehistoric populations were utilizing the immediate area prior to and during the initial formation of Sandy Neck. Thus, we might assume that as Sandy Neck emerged 3100 years ago, small groups of Late Archaic hunter-gatherers moved onto the beach to gain closer proximity to shell fish beds,the littoral zone, and the floral and faunal resources of the evolving salt marsh. Late ARchaic sites might thus be ex- pected to occur at the western end of Sandy Neck, near the junction with the mainland. Indeed, cultural materials attributable to the Late Archaic Period, notably bifaces of the Atlantic, Orient, Small Stemmed, and Small Triangle types, have been reported as occurring at sites near the western end of Sandy Neck by both Powell(1948) and Mahltead (1986). As Sandy Neck grew, hunter-gathers were forced to range further out onto the neck to attain desired proximity to shellfish beds at the terminous and southern margin of the beach. As a necessary consequence of this geological and cultural relationship, sites at the eastern end of the neck are assumed to be younger than sites at the western end. During the Woodland Period, approximately 2500 years B.P. to 1500 years B.P. , utilization of Sandy Neck continued and intensified. During this time, Sandy Neck undoubtedly repre- sented one component of a seasonal subsistence strategy which also utilized tidal creeks or rivers, freshwater ponds and deciduous uplands. The access afforded by Sandy Neck to shellfish beds, to gathering opportunities in the littoral zone (i.e. drift sea mammals and surf clams), and to the floral and faunal resources of the developing salt marsh, would have made Sandy Neck an important locale during the Woodland Period. Presumably, populations utilized the neck during the spring, summer and fall. Lack of evidence per- taining to shelters suggests that weather conditions were mild during the seasons of oc- cupation. Extensive habitation debris, particularly pottery, debitage, and food refuse, and the presence of burials, suggests that small community or perhaps extended family- groups, rather than specialized resource procurement parties, comprised the social units engaged in the seasonal occupation of Sandy Neck. During the Late Woodland Period, agriculture became an increasingly significant part of the subsistance strategy of local populations. Evidence indicates that by the Late Wood- land Period, native populations of Cape Cod were practicing maize agriculture (McManaman 1984; Dunford 1986). This development may have had some consequences for the occupation of Sandy Neck. While agriculture was not pursued on the neck itself, undoubtedly due to the obvious ecological constraints, the historic record indicates that both the shores of Barnstable Harbor to the south of Sandy Neck, and Scorton Neck at the foot of the beach, were the site of extensive "Indian fields". The necessity of maintaining fields during the late spring, summer, and early fall may have changed the composition and shortened Staple to Inventory form at bottom Barnstable, MA MRA p.11 INVENTORY FORM CONTINUATION SHEET Commnmity: Barnstable Form No: Barnstable Village & MASSACHUSETTS HISTORICAL COMMISSION West Barnstable BVG Office of the Secretary, Boston Property Name: Sandy Neck Cultural Resources District Indicate each item on inventory foam which is being continued below. Archaeologv: Description (cont) the visits of populations utilizing the resources of Sandy Neck. A division of labor may have resulted in the formation of special task groups for the purposes of resource pro- curement. Whatever the character of utilization, Sandy Neck remained a very significant locale throughout the Late Woodland Period. The settlement of "Mattacheese" (Barnstable) in 1639 provided for the significant expan- sion of the colonial presence on Cape Cod, thus allowing for the acquisition of extensive native territories. Two purchases, the "Serunk Purchase" of 1644 and the "Nepoyetum Purchase" of 1647/48, yielded all of he Neck to the colonists (Dunford 1982). While Sandy Neck and the Great Marsh remained, for the most part, commonly held, private indi- viduals did own and maintain fish houses and whaling houses on the beach. The archaeo- logical record of Sandy Neck does attest to the colonial utilization of the beach, par- ticularly for the purposes of whaling, an activity that had become quite important by the mid 17th century. Try yards, hearths, butchered whale remains, gun flints, and ceramics provide significant evidence of the occupation of Sandy Neck by Historic Period Euroameri- cans. The nature of the interaction of Native populations who continued their own utili- zation of Sandy Neck, and Euroamericans engaged in fishing and whaling, remains a very tantalizing research question. In conclusion, prehistoric sites may be expected to occur near the Median or along the southern margin of Sandy Neck, adjacent to active or former sources of freshwater, and away from the prevailing northerly winds. The earliest sites, late Archaic and Early Woodland, would occur within the first mile of the beach, while later period sites, Mid- dle and Late Woodland, could occur throughout Sandy Neck, but are expected to occur near the end of the neck, in close proximity to the resources of the saltmarsh and, particularly, near the tidal flats. Historic Period sites might occur along the entire length of the neck. The location of Historic sites is a matter of function. Whaling houses, maintained for the purposes of housing whalers while watching for whale packs, would occur along the highground above the beach. Try yards might occur near the terminus of the neck, along the southern or marsh side of the beach, where whales could be brought ashore for butcher- ing and rendering. Fishing shacks would be expected along the entire beach, near the bay. Grazing areas and livestock pens might be expected at the foot of the neck, while sites associated with the early cranberry industry would be found near the overgrown bogs, along the southern margin of the beach. _ Site Disturbances and Threats At Sandy Neck, Cultural resources are threatened by both natural and cultural processes. As early as the late 17th century, observations were offered concerning the increasing environmental degradation of the neck, due both to human and natural agencies. Conser- vation efforts have been directed toward lessening the effects of human activity on Sandy Neck since 1698, culminating in the establishment of the beach as a conservation area in the early 1960s. The natural processes of erosion which threaten the cultural resources of Sandy Neck are attributable to the actions of wind and water. Coastal erosion threatens the outer beach (littoral zone) on the north side of the neck. Redfield indicates that in the past 100 years, Sandy Neck has suffered a loss of almost 200 feet along the entire outer beach (Redfield 1972). This represents a loss of approximately two feet per year. Therefore Staple to Inventory form at bottom BArnstable, MA MRA p.12 INVENTORY FORM CONTINUATION SHEET Community: Barnstable Form No: MASSACHUSMS HISTORICAL C'0W SSION Barnstable Village & Office of the Secretary, Boston West Barnstable BVG Property Name: Sandy Neck Cultural Resources District Indicate each item on inventory form which is being continued below. Archaeology: Description (cont) we can expect that given a fairly regular rate of erosion, and excluding perturbations due to extreme storms, cultural resources located within 200' of the present high water mark will be lost in approximately 100 years. Erosional forces work on the surficial topography of the neck as well. Above the litoral zone, in the range of interior dunes, the active erosional agent is wind. "Walking dunes", or shifting dunes, are constantly moving and reforming. As a result of their movement, cultural resources are exposed and suffer the effects of wind and rain. This occurs fre- quently with regard to shell middens. As dunes deflate, the mounded middens are exposed. Both wind and rain then act upon the middens, causing slumping, ultimately affecting the stratigraphic integrity of the sites. Human activities occurring on the landscape of Sandy Neck offer perhaps even greater threats to the cultural and natural resources of the beach. Because the ecosystems of Sandy Neck . are so fragile, utilization cannot occur without degradation. As a result, even a monitored and limited amount of activity ultimately results in erosion. The construction of ORV trails, horse and foot paths, exacerbates natural erosional processes. Both natural and cultural resources are thus threatened. When cultural resources are exposed, due either to natural or human erosional processes, they become easy targets for vandals. Even the seem- ingly innocuous collection of souveniers contributes tb destruction of the archaeological integrity of a cultural resource. Archaeology: Significance The significance of the Sandy Neck Barrier Beach Cultural Resources District is based on the information its sites have yielded, and will continue to yield, as they relate to three National Register criteria. The district meets Criterion A, contributing to an under- standing of the broad patterns of prehistory, specifically, the adaptation of prehistoric . peoples to coastal resources, from the Late Archaic Period through the Early Historic Period. Furthermore, the district meets Criterion C, by presenting at least two, distinc- tive site types; the shell midden, and human burials. Finally, the district meets Criterion D, having yielded information significant in prehistory. Specifically, data pertaining to variability in shell midden structure, resource selection, seasonality, procurement stra- tegies,patterns of processing, utilization, and deposition, group size, intensity and dura- tion of occupation, within the general context of prehistoric coastal adaptations, are available at Sandy Neck archaeological sites. As a group, the sites of the district possess integrity of location, materials, setting, workmanship and associations with a unique en- vironmental and cultural context. The Sandy Neck barrier beach is a unique environment, possessing a rich diversity of eco- systems, and abundant resource opportunities. Tidal flats, salt marsh, an extensive lit- toral zone, freshwater bogs, and discontinuous areas of upland yield an abundance of floral and faunal resources. Throughout the course of its evolution, Sandy Neck and the associated "Great Marshes" were an integral part of the subsistence and settlement adaptations of local Native and Euroamerican populations. Staple to Inventory form at bottom Barnstable, MA MRA p.13 INVENTORY FORM CONTINUATION SHEET C West BArnstable BVG omnmmity• Barnstable Form No: MASSACHUSETrS HISTORICAL COMi�Q SSION Barnstable Village & Office of the Secretary, Boston Property Nam: Sandy Neck Cultural Resources District Indicate each item on inventory form which is being continued below. Archaeology: Significance (cont) An examination of archaeological site distribution across the neck suggests that as the beach grew eastward, populations shifted the focus of their occupations to gain desired proximity to the available resources. Therefore, the geomorphological and cultural his- tory of Sandy Neck are inextircably linked. Sandy Neck thus provides an exemplary oppor- tunity to use geological, ecological, and archaeological data in an interdisciplinary examination of human and environmental interaction at the local scale during the course of the last 3000 years. Furthermore, archaeological sites, particularly shell middens, provide a significant data base, relevant to the issue of understanding the role of coastal and estuarine resources in supporting local, high population densities, prior to the advent of food production. Data from Sandy Neck sites may be interfaced with data from mainland sites near Sandwich and Barnstable, for the purpose of testing both pre- and post-agricultural models of adap- tation. Whereas the transition to agriculture is a central concern of anthropology, this remains an exciting research possibility. As noted, shell middens are perhaps the most visible and ubiquitous of the archaeological resources of Sandy Neck. Variability in shell midden structure and .the concomitant im- plications for addressing issues of adaptation, site seasonality, resource procurement, processing and deposition, tenure of site occupation, frequency of site utilization, and intra-site spatial patterning are issues which have recently been addressed in the liter- ature of northeastern anthropology (Barber 1982; McManoman 1984; Brennan 1979; Dunford 1986; and others). On Sandy Neck, middens occur in both protected upland areas and in the open dunes. Middens vary in size, structure, presence of associated features such as burials, species composition, and degree of disturbance. The midden sites of Sandy Neck presumably vary in age, however, data concerning the ages of specific sites, is unavailable. There- fore, research programs directed twoard the midden sites on Sandy Neck, must begin with the establishment of basic chronologies. The diversity of the shell middens of Sandy Neck may provide important insight into problems of coastal adaptation, particularly resource structure and availability, resource selection, seasonality, procurement strategies, patterns of processing, utilization and deposition, group size, intensity and duration of occupation, the effect of predation on local resources, and concamitantly, ecological variability. - The matrix alkalinity of the shell middens at Sandy Neck offers unique preservation oppor- tunities f floral and faunal remains, a situation not common at most archaeological sites in New England, where acidic soils generally result in the decomposition of all organic remains. Therefore, the shell midden sites on Sandy Neck can be expected to yield archaeo- logical data directly relevant to problems of resource structure, availability, selection, and seasonality, thus allowing insight into local subsistance patterns during the last 3000 years. Of particular significance would be an examination of the role of coastal and estuarine resources in the diet of local hunter-gatherers and incipient horticulturalists. The prehistoric archaeological sites on Sandy Neck experss a diversity related essentially to variability in the patterns and processes of cultural activity occurring on the neck. This variability may manifest itself synchronically or diachronically. For example, con- temporaneous shell middens, of obvious structural difference, may pertain to variability Staple to Inventory form at bottom Barnstable, MA MRA p.14 INVENTORY FORM CONTINUATION SHEET Community: Barnstable Form No: MASSACHUSE17S HISTORICAL CO MISSION Barnstable Village & Office of the Secretary, Boston West BArnstable BVG Property Name: Sandy Neck Cultural Resources District Indicate each item on inventory form which is being continued below. Irchaeology: Significance (cont) in depositional patterns. Shell middens may be deposited at resource procurement and pro- cessing stations, or they may be formed as habitation debris discarded at living sites. Lithic scatters may vary similarly. Lithic scatters may pertain to the specific activity of reducing beach cobbles into preforms, or they may be created as the result of biface rejuvination or preform reduction at living sites. The variability in the archaeological record of Sandy Neck may have a temporal component as well. The various resources of Sandy Neck may have been procured, processed, and utilized in a variety of shifting patterns over the course of time. Of particular interest would be an examination of changes that may heve occurred after the advent of agriculture, necessitating new seasonal patterns of labor investment. Therefore, the prehistoric archaeological record of Sandy Neck allows for the examination of behavioral variability from both a synchronic and diachronic perspective. At least four human burials have been encountered on Sandy Neck. The presence of human burials demands serious perservation considerations. Efforts must be made to ensure that burials are not disturbed, and where threatened by erosion, steps must be undertaken to stabalize the feature, or if necessary, recover the burial without a significant distur- bance to context. Because burials have been associated with shellmiddens on Sandy Neck, all shell middens must be considered as possible matrix for human burials. From the per- spective of potential research problems, the presence of burials on Sandy Neck is quite interesting. Burials suggest that populations spent greater amounts of time at living sites on the neck than previously imagined. Furthermore, observed variations in the age and sex of individuals is perhaps indicative that small community groups or family groups, as opposed to special task groups, comprised the essential social units occupying the habi- tation sites on Sandy Neck. Ultimately, the presence of burials on Sandy Neck demands special preservation commitments, while posing a variety of interesting research problems. Finally, the contemporaneous occupation of Sandy Neck by Native Americans and Euroamericans during the early Historic Period may have produced an archaeological record of considerable significance. Problems of resource competition and control, political economy in Native and European interaction, cultural resistance and domination, and processes of acculturation are at present very topical concerns of anthropologists. Therefore, an archaeological record which documents Native American and Euroamerican interactions would serve as a significant data base against which to test hypotheses derived from these issues. Historic Period archaeological sites, particularly those pertaining to the early whaling industry, are known to occur on Sandy Neck. Furthermore, European artifacts, specifically gun flints, ballast flint, ceramics and metal, are commonly found on the neck, often in direct association with Native American sites and features. Therefore, the archaeological record of Sandy Neck does provide significant potential for addressing problems of Native American and Euroamerican interaction. Apart from the obvious significance of the archaeological record of Sandy Neck for investi- gating local culture history, and its importance for addressing issues of concern to the greater discipline of anthropology, is the -simple fact that Sandy Neck remains essentially unditurbed by human development, quite unlike the rest of Cape Cod. Thus, the very pre- sence of an intact archaeological record of Sandy Neck is, in and of itself, significant. While sites on the mainland of Cape Cod are obliterated daily, Sandy Neck remains a virtual laboratory for the investigation of human/environment interaction during the course of the Staple to Inventory form at bottom BArnstable, MA MRA p.15 INVENTORY FORM CONTINUATION SHEET CMM&Inity: Barnstable Form No: MASSACHUSETTS HISTORICAL C0flISSION Barnstable Village & Office of the Secretary, Boston West BArnstable BVG Property Name: Sandy Neck Cultural Resources District Indicate each item on inventory form which is being continued below. ARchaeology: Significance (cont) last 3000 years, ending ultimately with a significant, material testimony to the Native response to Euroamerican colonization. Bibliography (cont) Bullen, Ripley P. and Edward Brooks. Shell Heaps on Sandy Neck, Barnstable, Massachusetts. i Bulletin, Mass. Archaeological Society, Vol. 10, no. 1, pp. 7-13. Attleboro. 1948 Dunford, Frederick. A Management Plan for the Cultural Resources of the The Sandy Neck Conservation Area, Barnstable, MA. Unpublished manuscript, on file at the Massachusetts Historical Commission. 1982. Mahlstedt, Thomas. Personal Communication. 1986. Powell, Bernard W. An Archaeological Traverse of Sandy Neck. Bulletin, Mass. Arch- aeological Society. Vol. 28, no. 2, pp. 27-32. Attleboro. 1967. Redfield, Alfred. Development of a New England Salt Marsh. Ecological Monographs, Vol. 42, no. 2, pp. 201-237. Woods Hole Oceangraphic -Institute. Woods Hole. 1972. Redfield, Alfred and Elso Barghoorn. Palynological Studies of the Barnstable Marsh, Cape Cod, Mass. Ecology. Vol. 40, no. 4, pp. 736-737. 1959. Schiffer, Michael B. and George J. Gumerman.. Conservation Archaeology. Academic Press. New York, N.Y. 1977. Staple to Inventory form at bottom V Barnstable, MA IMRA p. 16 INVENTORY FORM CONTINUATION SHEET Community: Barnstable Form No: Barnstable Village & MASSACtIUSETTS HISTORICAL M+9SSION West Barnstable BVG Office of the Secretary, Boston Property Name: Sandy Neck Cultural Resources District Indicate each item on inventory form which is being continued below. Section 10, Geographical data (cont. ) Supplementary information for district data sheets and assessor's maps Sandy Neck is largely owned by the Town of Barnstable and operated as a conservation area. Some of the structures on the neck are privately owned however even though they stand on town land; these 23 structures are asterisked on the data sheet. All of the following land is owned by the Town of Barnstable: Assessor's maps: 136, 137, 160, 161, 183, 184, 203, 204, 223, 224, 242, 243, 262; 263 comprise parcel 1WE and contains 988.31 acres of Sandy Neck. Assessor's maps: 263, 264, 283, 285, 303, 304 comprise parcel IXX and contains _200 acres of Sandy Neck. Assessor's maps: 321 , 322, 339 comprise parcel 001 and contain 101 .95 acres of Sandy Neck. Assessor's map 339, parcel 003 contains 41.56 acres of Sandy Neck.- The remaining structures are privately owned and stand on privately owned land. Staple to Inventory form at bottom . . 1 DISTRICT DATA SHEET West BArnstable ' BARNSTABLE MASSACHUSETTS , MRA Village:. Barnstable Village -District Name: Sandy Neck Cultural Resources District & Parcel Acreage Street Address Historic Name Invento Date Style 'Status West Barnstable section 137-001 1.02A ; °. Sandy Neck vacant n/a n/a C 137-002 8.08A ! Sandy Neck vacant n/a - n/a C 161-1WE Sandy Neck Road Edward TA.Landers Mem. BVG923A 1985 n/a NC 161-1WE Sandy Neck Road Benjamin Bodfish Memorial WBC118 1920 n/a C Park 160-005 T:69A 'j v Sandy .Neck/Great Island Charles C. Owen BVG216 c. 1934 vernacular Gunning C Cottage Cottage 183-001 Sandy Neck/Great Island Walter P. Henderson BVG217 c. 1920's vernacular Gunning C Cottage Cottage 183-004- 1 .84 Marsh Trail Hay Staddle Hill BVG219 c. 1908 vernacular Gunning C Cottage 183-004 Marsh Trail Old Swamp BVG218 early 1930s vernacular Gunning C Cottage 183-005 20.66 Marsh Trail Ticket Office BVG220 c. 1936 vernacular Gunning C Cottage 183-005 Marsh Trail Mosquetucket Club BVG221 1908 vernacular Gunning C Cottage 203-004* Marsh Trail The Marsh House BVG222 1896 vernacular Gunning C Cottage *Building privately owned, but stands on town owned land DISTRICT DATA SH= 2 BARNSTABLE MASSACHUSETTS, MR�A Village:W Barnstable Village District Name: Sandy Neck Cultural Resources District 'lap & Parcel Acreage Street Address Historic Name/Inventory # Date Style Status 203-005* Marsh Trail Joseph Larkin Swift BVG223 prior to vernacular Gunning C Cottage 1942 Cottage 223-002* Marsh Trail Robert Kenneally BVG224 c. 1,938 vernacular Gunning C Cottage Cottage 223-003* Marsh Trail Kenneally/Swift Cottage BVG225 1938-42 vernacular Gunning C Cottage 223-004 Marsh Trail Atwood Cottage BVG226 1920's vernacular Gunning C Cottage 223-006 Marsh Trail John B. Rogers Cottage BVG 227 Prior to Cranberry Storehse. C 1892 223-007 Marsh Trail vacant n/a n/a C 223-008 Marsh Trail Winders Cottage BVG228 c. 1935 vernacular Gunning C Cottage 223-009* Marsh Trail Baxter/Erimodig Cottage BVG229 1945 vernacular Gunning C Cottage 223-010* Marsh Trail Gilchrist/Hopkins BVG230 1952 vernacular Gunning C Cottage Cottage 242-001* Marsh Trail Rof-Mar' Cottage BVG231 1940's vernacular Gunning C Cottage 242-1WE Marsh Trail Halfway House BVG232 Prior to vernacular Cranberry C 1872 Storehouse *Building privately owned, but stands on town owned land DISTRICT DATA SHEET 3 BARNSTABLE MASSACHUSETTS, MRA Village:W.Barns tab le Village District Name: Sandy Neck Cultural Resources District & Parcel Acrea a Street Address Historic Name/InventoryA Date Style Status `242-002 1 .37 Marsh Trail Duck Pond Cottage BVG233 c. 1961 vernacular NC 242-003 6.54 Marsh Trail vacant n/a n/a C• 262-008 15.55 Marsh Trail vacant n/a n/a C 262-009 23.75 Marsh Trail Try-Yard Meadow Cottage BVG237 Prior to vernacular Gunning C 1914 Cottage 263-002* Marsh Trail The Perry Cottage BVG 234 1951 vernacular Gunning C Barnstable Village section Cottage 263-003* Park/Bentinen Cottage BVG235 c. 1952 vernacular Recreationfil Cottage 263-004* Marsh Trail Hulls Creek Cottage BVG236 early 1900s vernacular Gunning C Cottage 283-003* Marsh Trail- Perry/Brown Cottage BVG238 early 1900s vernacular Gunning C Cottage 303-003*. Marsh Trail The Shack BVG239 1950s vernacular Gunning C Cottage 303-004* Marsh Trail The Red Leg Inn BVG240 c. 1946 vernacular Gunning C Cottage 303-005 9.07 off Trail #5 vacant n/a n/a C 303-006 14.11 Marsh Trail vacant n/a n/a C *Building privately owned, but stands on town owned land DISTRICT DATA SHEET 4 BARNSTABLE MASSACHUSETTS, MRA Village: Barnstable Village District Name: Sandy Neck Cultural Resources District & Parcel Acreage Street Address. Historic Name/Inventory # Date Style Status 303-007 6'.03 off Trail #5 Bishop/Fogarty Cottage BVG241 c. 1875 vernacular Gunning C Cottage 321-001 3`9•.,0 Marsh Trail f r- / vacant n/a n/a C 321-0A .07 ° Cottage Colony The Sunset BVG243 Prior to vernacular C 1888 322-001* Cottage Colony The Barnacle BVG242 1936 vernacular C , 322-001* Cottage Colony The Last Resort BVG244 c. 1933 vernacular C 322-001* Cottage Colony Millett Cottage BVG245 Prior to vernacular C 1918 322-001* Cottage.Colony Senior Dorm BVG246 Late 1930s vernacular C 322-001* Cottage Colony The Big House BVG247 1915 Bungalow C 322-001* Cottage Colony Waydinn BVG248 c.1921/22 Bungalow C 338-001 Cottage Colony Sandy Neck Lighthouse BVG923 1857 n/a C 338-001 2.38 Cottage Colony /. S Lightkeeper 's Dwelling BVG273 1880 Carpenters Gothic C 338-002 .68 Cottage Colony J. o Parker/Poland Cottage BVG272 _ c. 1903 vernacular C 338-003 .58 Cottage Colony S� Seawana BVG269 c. 1901 vernacular C *Building privately owned, but stands on town owned land -" 5 DISTRICT DATA SHEET BARNSTABLE MASSACHUSETTS, MRA village: Barnstabl e `Vi 11 age District Name: Sandy Neck Cultural Resources District Map & Parcel Acreage Street Address Historic Name/Inventory # Date Style Status 38-004 .29 Cottage Colony Daniel Boone BVG266 C. 1930 vernacular C 38-005 .19 Cottage Colony Mains 'l BVG259 c. 1952 vernacular C 38-006 .16 Cottage Colony Eugene Keith Cottage BVG261 c. 1925 vernacular C 38-006 Cottage Colony Saxon BVG262 early 1900s vernacular C 38-007 .08 Cottage Colony Moquin.Cottage BVG258 Prior to vernacular C 1949 38-008 .07 Cottage Colony vacant n/a n/a C 38-009 .18 Cottage Colony John McCarthy Cottage BVG257 c. 1930 vernacular C 38-010 .11 Cottage Colony Brown/Pratt Cottage BVG252 Prior to vernacular C 1902 38-010 Cottage Colony O The Pratt House BVG253 c. 1920 Queen Anne/Shingle C 38-011 .15 Cottage Colony i� Leston Lovell Hse. BVG254 1920 Queen Anne/Shingle C 38-012 .1 Cottage Colony v 19th Hole BVG255 c. 1920 vernacular C 38-013 .5 Cottage Colony Hurricane BVG256 1898 vernacular C ' 38-014 .11 Cottage Colony Shangrila BVG260 1923 vernacular C 38-015 .13 Cottage Colony „2 ,O The Day Cottage BVG264 Prior to vernacular C 1899 38-016 .07 Cottage Colony Little House BVG261 Prior to vernacular C 1907 38-017 .28 Cottage Colony Comfort B.VG265 Prii to vernacular C DISTRICT DATA SHEET 6 BARNSTABLE MASSACHUSETTS, MRA Village: Barnstable Village District Name: Sandy Neck Cultural Resources District LD & Parcel Acreage Street Address Historic Name/Inventory # Date Style Status 338-018 .18 Cottage Colony Bowser Cottage BVG268 c. .1919 vernacular C 338-019 .25 Cottage Colony a.() The Harrisonian BVG270 c. 1918 vernacular C 338-020 .07 Cottage Colony �. Barnstable Harbor BVG271 Prior to vernacular C House 1888 338-021 .12 Cottage Colony „2.()C) The Annex BVG263 1971 vernacular C 339-001 1 .05 Cottage Colony Sunbeam BVG249 Prior to vernacular C 1920 339-001 Cottage Colony Nautilus BVG250 Prior to vernacular C 1925 339-001 Cottage Colony Spear House BVG251 Prior to vernacular C 1932 I i 339-002 28 Cottage Colony vacant _ n/a n/a C 339-003 41.56 The Pointvacant n/a n/a C ,vt+7 1 C (�.. 5, oil MT, ! ,{{111{�/{' o?i1�11 Z`;'. � / okj•o5�^{�a� 11 1 ?{ 1 �I�, y�' { tiJ Barnstable, MA MRA `°ti ' ,1 ► {I ,tom,+l'( +a 11:� .! �, 1 {, Sand Neck Cultural Resources District Area BVG IAl t I {I ,�f'�,{{y��i+, 111 1 , {1, 1 , Sandwich and Hyannis U.S.G.S. �1 {{I�',�r�l{'{ { i'�,z � Scale: 1:25000 (reduced) / � 1 �'_'♦' (Ill\�� , 111 �r t,\►'1 :' r r:.:,; i 1: ',I / 11{ •1�9r�'�rlr 'l JDNo ,I'' µ F�. �.! o RI r.•t-lri;J 11�,Cll�'�'11 {'y'11'ICI�� .�-:+: 'i7 C) �'II. L �.l•'�:I' 1 r, O C "a. + .I I!' : \�LlllQl�,'1��111 {'I�4 oi� • O Z z ilk b 1rr 1 I ,1y ags �'c I`: Y ♦ P •m•' •�{� CI 71 d I '�O '✓I n �•��'� I, r•=�b ANJ IIn n Ell ff I I N •� �I !�C'''1' 'i tiylyyl s c: i is y O I a z Is 1� •zi T O O Do ID to a '+�'��"n��7 I� ';;{'1�� +p Q sue'• �P�' �2 - �4. CO i , ;"'lam— �F:•-c- ��.�..�'S�� l� ': ,' r y o�.rm 8' • �Y v F -.-�-13 o/ m e,qgtl 112-7r ��Cre9 w�o 73 Cot/��'► 2�� eA FEW �/o A T ov /JO c i Nil Peter J. Coneen BUILDING DESIGN&CONSTRUCTION CONSULTATION 95 RAYBER ROAD,ORLEANS,MA 02653 PHONE:508-255-4216 FAX: 508-255-9889 I D �.. i� l `".tltiii� '� '.� ,l `S/ ra�,j f�r }+�.-}i '�Y'�.. _ � � i 1 � _ ..r `� � t `�. N.. f _�� "^ �„_�,.ryB;.I 4.S` ,y 5 try. � .4. !a. � j}j w. \''x` ;e.�.t-�+•xv' e.��.�M�':i'yrr 1.. ", w. .S`"'"".,m•'({g° AI� 1 T ry �. X r�r � R �1 I yK k Ei "sx�sN. irh»:- .a«!![!"L�lkit •1 �,.a: ' �. . � i 1 � � ' 1 i ,�;._ � i -.r� I � . i . i y ' ; • { 1 � � �� 1} ' �,.. I { i V �' o a ` o .r`� �a.' 1 � 1 ,e ... REQUEST FOR A CERTIFICATE OF APPROPRIATNESS OLD KING'S HIGHWAY ' REGIONAL HISTORIC DISTRICT COMMITTEE TOWN OF BARNSTABLE ' PREPARED FOR: JACK LYONS TRAIL NO. 5 SANDY NECK ' BARNSTABLE, MA SUBMITTED TO; ' OLD KING'S HIGHWAY REGIONAL HISTORIC DISTRICT COMMITTEE SCHOOL ADMINISTRATION BUILDING ' TOWN HALL 367 MAIN STREET HYANNIS, MASSACHUSETTS 02601 ' SUBMITTED BY; ' THE BSc GROUP, INC. 293 WASHINGTON STREET NORWELL, MASSACHUSETTS 02061 293 Washington Street ' Norwell MA 02061 . . May 31, 1994 Old Kings Highway Historic District 617 659 7981 ' Barnstable Historic District Committee 230 South Street Hyannis, MA 02601 ATT: Attorney Peter Freeman, Chairman tRe: Application of Jack Lyons for a Certificate of Appropriateness pursuant to the remodeling and repair of a summer cottage on Trail #5 Sandy Neck, Barnstable ' Dear Mr. Freeman: ' On behalf of our client, Mr. Jack Lyons, BSC is refiling our request with the Old Kings Highway District Committee for a Certificate of.Appropriateness. ' As we are all aware, our previous approval from the Old Kings Highway Regional District Committee was reviewed along with other documents by the Cape Cod Commission during their review and eventual approval of a discretionary Development of Regional Impact ' application filed by Mr. Lyons. Pursuant to the Cape Cod Commissions approval are mutually agreed upon changes to the previously approved record plan. Accordingly, our resubmittal contains new reduced in scone record plans accepted by four other reviewing ' agencies for your approval. Engineers Everything else contained in our original filing remains the same. ronmental lintists As always please call me with your questions. Consultants Sincerely, dscape Architects The BSC Group, Inc. �ners Surveyors ' an w. Hay s Associate 1 ' Application to r1 Old King's Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS. Application is hereby made, iri triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, ' Acts and Resolves of Massachusetts, 1973. for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: ' 1. Exterior Building Construction: ❑ New Building IM Addition ❑ Alteration Indicate type of building: CE House ❑ Garage ❑ Commercial ❑ Other 2 Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign ' 4. Structure: Q Fence ❑ Wall ® Flagpole ❑.Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE June 1 , 1994 ADDRESS OF PROPOSED WORK Trail No. 5 , Sandy Neck ASSESSORS MAP NO. 303 ' OWNER Mr. Jack Lyons ASSESSORS LOT NO. 7 HOME ADDRESS 9725 Wyman Way, Upper Marlboro, MD TEL. NO. 303-818-0217 ' FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). ' Town of Barnstable Conservation Commission, 367 Main St. , Hyannis, MA02601 David A. Jones, 15 Riverview Street, N. Weymouth, MA 02191 The Nature Conservancy, 5th Floor, 201 Devonshire St. , Boston, MA 02108 AGENT OR CONTRACTOR Norman W. Hayes, The BSC Group, Inf�L. NO. 617-659-7981 ' 293 Washington Street, Norwell, MA 02061 ADDRESS ' DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done(see No.8,other side), including materials to be used, if specifications do not accompany plans. In the case of signs,give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). ' See narrative contained in Jack Lyons' original filing dated January 25, 1994, for specific details and approved on February 23, 1994. Z./�Z, .4, D Signed Own n a-Agent Space below line for Committee use. Receive c� ' I�a rtificate is hereby 4 4y�`� c� Date / _ 1L , r ' By a�v-�e�Q O D I 1 WAY ' pproved Li IMPORTANT: If Certificate Is approved,approval Is subject to the 10 day appeal period provided In the Act. Disapproved ❑ ' ADDITIONAL INFORMATION FOR MAKING AND FILING AN APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS rhe four categories for which a Certificate of Appropriateness is required are: (application for demolition or removal is a eparate form). wEXTERIOR BUILDING CONSTRUCTION (new or existing buildings): An application is required for any exterior of a ilding to be erected or altered including windows, doors, siding, roof, light etc., that will be visible from any public street, way or public place. The following scale drawings are required in duplicate with application: plot plan (if addition — show xisting buildings in outline), floor plan and elevations. Also required are snap shots of existing buildings, where additions or Iterations are to be made. No plot plan is required for addition or alteration which does not touch the ground. 2. EXTERIOR PAINTING: An application is required for any portion of a building, structure or sign to be painted that is �isible from a public street, way or public place. Color samples must be attached to these applications. An application is not equired when repainting existing colors, changing to white, or using colors approved by the Town Historic District Committee. FSIGNS OR BILLBOARDS: An application is required for any sign or billboard to be erected within the District, with the ollowing exceptions: a. Existing signs or billboards on November 27, 1974 shall have until November 27, 1977 to secure an approved Certificate ' of Appropriateness. b. Temporary signs for use in connection with any official celebration or parade or any charitable drive as long.as they are removed within three days of the event. Certain other temporary signs that the Committee feels does not detract from the Act may be allowed with the prior permission of the Committee. ' c. Real Estate signs of not more. than 3 square feet in area advertising the sale or rental of the premises on which they are erected or displayed: d. A single sign of not more than 1 square foot in area showing the name, occupation or address of the occupant of the ' premises on which they are erected or displayed in a residential-zone. 4. STRUCTURE: An application is required to build or alter any structure within the District which is defined by the Act as a 'combination of materials other than a building, sign or billboard, but including stone walls,flagpoles,hedges, gates, fences, etc: GENERAL REQUIREMENTS 5. Work on projects requiring approval shall not be started until the Certificate of Appropriateness has been filed with the Town Clerk by the Committee. Approval is subject to the 10 day appeal period.provided in the Act. ' 6. No changes shall be made from the original approved specifications without advance approval of the Commission on an amended application filed with the Committee. ' 7. A separate application must be filed with each project requiring a Certificate of Appropriateness. S. Under heading of "Detailed Description of Proposed Work" give detailed data on such architectural features as: foundation, . ' chimney, siding, roofing, roof pitch, sash and doors, window and door frames, trim, gutters —leaders, roofing-and paint color. 9. Unless application is complete and legible and all material required is supplied, application wilt not be accepted or acted upon. ' Copies of the Act establishing the Regional Historic District may be obtained at the Town Hall. ' OLD RING'S HIGHWAY HISTORIC DISTRICT 1 SPEC SHEET ' FOUNDATION Concrete - Existing - Sono Tubes - Gravel ' SIDING TYPE White Cedar Shingle COLOR Natural - Weathered CHIMNEY TYPE Brick-Total Height: 27 .51COLOR Natural - Weathered ROOF MATERIAL Red Cedar Shingle COLOR Natural - Weathered ' Varying 30° to 45° in order to PITCH maintain original roof characteristics ' 5 ' x 4 ' and WINDOW Andersen Double Hung Mullion SIZE 5' 'x 3 ' - 6 over 6 pane TRIM COLOR White - Natural DOORS Natural Wood COLOR White ' SHUTTERS Yes, Colonial Green ' GUTTERS None ' DECK Natural - 8 ' off the surface - cantilevered GARAGE DOORS None COLOR N/A ' NOTES: Fill . out completely, including measurements and materials/colors to be used. Three copies of this form are required for submittal of an application, ' ialong with three copies each of the plot plan,. landscape plan and elevation plans, when applicable. Plot plan need not be "Certified", but should show all structures on the lot to scale. ' sascssr PLEASE SUBMIT THE FOLLOWING INFORMATION OR MATERIALS WITH YOUR APPLICATION TO THE OLD RINGS HIGHWAY COMMITTEE THREE (3) OF EACH, IN THREE (3) SETS APPLICATION: All sections must be completed 1 SPEC SHEET: Complete applicable information PLOT PLAN: Show all structures on the lot and any proposed additions/changes DRAWINGS: Elevations ' ADDITIONALLY THE FOLLOWING MAY BE SUBMITTED: PICTURES: Of area (s) affected; Street view for additions/changes ' SAMPLES Of materials/colors (i.e. color chart) THE FOLLOWING FEE(S) MUST BE SUBMITTED WITH THE APPLICATION ' UPON FILING MADE PAYABLE TO TOWN OF BARNSTABLE CERTIFICATE OF APPROPRIATENESS $20.00 CERTIFICATE OF EXEMPTION $10.00 ' CERTIFICATE FOR DEMOLITION $10.00 OR REMOVAL WE SHALL BE PLEASED TO ANSWER ANY QUESTIONS REGARDING THESE ' APPLICATIONS: PLEASE CALL GWEN BROWN AT 790-8290 y7i ' "p1ro ' CF 1HE Town of Barnstable Old King's Highway Historic District Commission y Mnss a 230 South Street,Hyannis, Massachusetts 02601 i639• `gym (508) 790-6290 Fax (508) 790-6454 RFD MA'S� ' OLD RING'S HIGHWAY HEARING SCHEDULE ' JANUARY 1994 TO JULY 1994 HEARING DATE FILING DATE ' JANUARY 12 DECEMBER 29 ' JANUARY 26 JANUARY. 12 FEBRUARY 9 JANUARY 26 FEBRUARY 23 FEBRUARY 9 MARCH 9 FEBRUARY 23 ' MARCH 23 MARCH 9 ' APRIL 6 MARCH 23 APRIL 20 APRIL 6 MAY 4 APRIL 20 MAY 18 MAY 4 JUNE 1 MAY 18 ' JUNE is JUNE 1 JUNE 29 JUNE 15 NOTE: HE6INGS WILL BE HELD AT THE COMMUNITY BUILDING.. ROUTE 149, WEST BARNSTABLE MA AT 7:30 P.M. t TABLE OF CONTENTS ' 1. USGS Topographic Map 2. Town of Barnstable Assessors Map ' 3. Engineering Site Plan - BSC Group ' 4. Architectural Design Plans - Peter Coneen ' 5. Floor Plans 6. Abutters List 1 ' NWEALTH OF MASSACHUSETTS ;PARTMENT OF PUBLIC WORKS 391 392 17'30" 393 394 12 6 c I < 0 D B ` b < c 2 c 2 :.�:i'.;I:�::.: ..::��'�'i''.i:`�:;`•::::;':r'•';i�'i�::i:?.;�{::�iii;i-::i:�.``:�:i�?`::::�i};i:, ;:: r:'•.r .ii`:ii 1 ..:�:.:.. l� F 0 0 1' Iq• eV "� �De \ O - •� O .c 0 0 ' n ' S.1 ° ec� J Z. •r 0 cal?. ®e 0 i 0 0 / �l O C o ('`'' �n o •i•7" �aire'::::`t';;�:::c�_:2f,--:::" -n \ � o 1 0 J / V 1 N 1 i � a — 0 N Ih ••a•T o 0 r : Q- -W 0° 0 .J :i �r nN n U \ / - o o - 4 +-\ tt .i •o a '1 r o ^.1 \ 1 a a• \ \ ec ' hto ........::..:::: ...:.:....::...:.:......... - _-•'Y .+lr —b- :`•sir l'L: `J _4•i �s —-°s "Great T :;`i S15Td1iEtsr ;:; - s ,::::•.: - — ;::.; ::•:.::;.. — .MtSIgh set : rt _s27 tate. :: . - •s 2 6 - ' E: L. _ - .. •11z< •B S - :.4 s g6. = Z � :: :•:. .. .:�:�..• .... .:-•.......;...:�. '�::::•....:::..................... ...�i:":tee:?yi:::E�:-s:;}i;`._ii:�;:�: '.: .Q°v��\N C�p /'•vo i`• � "o q• (I o � eeffli •9t�i�I 1!' 1�� `"' - ��•_ '•ou ;�•- ' The BSC Group ' Job No. LYaNS Fig. 1 ' ilRA/L *#S S9NDy Wigck A SS E.SBO JP_S "AD 303 .LaT z* I Horizontal Scale in Feet I..25000 \ . r 1 -- ' The BSC Group Job No. .[yowCS Fig. -r"AL#�SSr9i✓, zlilcC,- Rgzwirrx 3 Horizontal Scale in Feet ,fZ=i:Z5 i6s3,P 303 doT J Ps. SOIL TEST PIT DATA-, „AGATES INDK,ATEs 131'M% TO - SEL DETAIL OP SHEET ' STANDARD INFILTRATOR h PE PC OBSERVED � AI. TDP 2. t.-� - 2' -� _,°° .I ___ _ LEACHING TRENCH DETAIL. : • - - I �� s°�----- I• Il - ti-93 ELIMINATE STONE AT TEST 0 R O t1N D w A T E R � —1�,l ( -�— _-' INLET "`"" "��'' NOT TO SCALE ItlLL1 „j.a FINISHED GRADE LE,4CHINCG AREA PER B,D.H. ' ,ON lT. WELL T P T P T p IT - --�- ¢-- I SCE DETAIL N•1 GRD. EL 1,•5 GIRD EL GIRD EL GRID El °""" -�I - - --- STAFF RECOMMENDATION. GW EL Io.o GW EL. GW EL GW EL ' — 141' 1-1.5 c ., _ _ ______ r• f �o � 4- 13 - q4 REVISIOI.I Irl RESPou�E" Cz - " 4" PVC TO LOC-AL REV IEWVS . S<d I :T A A } / � 12" FFECTIVL" 60 TH n -- -- ----- ao.2 s" — — ---- — ! (ON s{EEt N•z) 0`4°0` a MEDIUM i ` 35 - - -- --------- 14'S ' - - --- I� 37•Jr' ('le INFI ITR,ATORS LON6� I BOTTOM LEVEL(SAND) COARSE MEASURE SLOFPE AT THIS POINT. PROFILE 3 5 CLEAN I - - - - - I a. a 'Ni I2.5. SAND 4 i --- _ -- ,_�_ r - PLAN VIEW DIST- 150 x SLOPE. I t2 A. Ns % ME TN, Ni 11.5 `191R -I LOAM do SEED F a� til uM MakS EiEvnnoN F 2% MIN INISH GRADE at ti. i ---- DO NOT SCALE b,e END vl[w lo.s — I000 GALLON SEPTIC TANK (PLASTIC x �� MFNT AD?LISTED WATER TAaLE EL. = 10.0 i .. - � { . F F q 5 - BSEIk\IED WATER EL.= q.4 Y� SUSPENDED T F" _ i j © noRWESCO F PVC (PTH. HANDLRING/ 11 FULL LENGTH. MINNETIONKA DIVISION ,�� ,�/ �� u �;t I a �, N MOu G 4365 Steiner Street w ND STOt�IE REQUIRED WELL i St. Bonifacius, MN 55375 AROUND S`ISTEM. (612) 4I46-1945 CROSS-SECTION DATE DATE a I / l / WELL ®/ %� / / / / \ PROPOSED \ ( � �,�_ . I L.- �- v 1 I�. N � WELL TO / � 1 (FR H)12 / / / / / �� / / / HIN LIMIT OF EXCAVATION TEST BY TEST 8Y r `' T g� \ / NON P ESLE / OTHER T 7777 1, L�11,\\ljlw � � L �T a - / / REPLACE RAILROA TIES & RAILS:� THE 55C GR.oUP �\' •., / / / �� / EXIST. 4' INVERT AT BOIL DIN., IL, .4Z ALL SUBS \ 1� / / / / \ IMPERVI ER 2�JI i� N➢ WITNESSi ,I Br ' WIT NESSEG Br wITNESSEC; BY wITNE SE ,.: dr I / /NN No / WELL I 4 ' INVERT AT SfP ' it.. TANK (,r, ` IL.,ZZ N oN s��-<(- I � PERC RATE PERC' RAT P \ \ C (/.• IS. S(o EPLACE WITH CLEAN WASHED E ERC RATE PERC RATE. \'' ., / �h ' / ,\4j / NV'ERT AT ,�EPTi TANK ( 15 . i.10 OR ER CLEAN GRANU MiN /INCH MIN • INCH MIN /INCH MIN /INL�+ F / �'' / \ 4„ INVERT AT DIST. BOX in) -- MATERIAL LNG RCOLATION W J \�� / w \ I / 4'' INVERT Al DIST• BOX (C.Ui'� 15.5r7 RATE OF LE 2 MINUTES PER BEFORE AND ER 00 CEMENT. ` DATUM. �;, � \ -.0 F• ' � INVERTS AT LEACHING FACILITY 3. EXISTING UTILITIES; WHERE SHOWN A M \ 41 / / /I / I IN THE DRAWINGS ARE APPROXIMATE. VERTICAL DATUM M S L l Z ' ' U 4" INVERT AT BEGINNING THE CONTRACTOR SHALL BE RESPON- .� / /� , ? OF LEACHING TkE Nt-'N IS.40 SIBLE FOR PROPERLY LOCATING AND \ � MAN ENT / `/ COORDINATING THE PROPOSED CON- BENCHMARK USED T 6 M TOP OF STAKE SET O z / I I / pROV 1 DE PER \ 4 • INVERT AT END STRUCTION ACTIVITY WITH DIG-SAFE ELEV. = I'l.SS' z o ,6j ' I I / M�-rTAL TAN INDICATING OF LEACHING TRENCH „I TBM EL = 17.55 MSL WELL Ig NON - POTA LE I �.ZO AND THE APPLICABLE UTILITY Q / TOP STAKE SET 1 ' I / WATER" COMPANY AND MAINTAINING THE \� -� k ELEVATION AT BOTTOM EXISTING UTILITY SYSTEM IN SERVICE. I ' �_ p DIG-SAFE SHALL BE NOTIFIED PER ; O F LEACHING T R E N c�i 14 Z C 2 THE STATE OF MASSACHUSETTS PROFILE, ►voT T� SCALE -� �� / DESIGN GROUNDWATER STATUE CHAPTER 82, SECTION 409 � � � \ � ELEVATION 1D,0 t AT TEL I-800-322-4844. THE NORTH DIKE ' \ GARAGE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL --- -- —__— I P10N POTAaLE � UTILITIES AND SUBSURFACE STRUCTURES I WELL POINT \ ' M ARE SHOWN. LOCATIONS AND �(41 12— — W� PUMP \ ELEVATIONS OF UNDERGROUND UTILITIES se MANHO f i IvF k i NF a 'ut ( — r1 �jTAKEN FROM r(yH*Jr, '(; Jv -,. rr 1 rjr c ti ',k:. � j � \ I l Q l 1 / V CONTRACTOR SHALL VERIFY SIZE, 1 . > LOCATION AND INVERTS OF UTILITIES EL_ll.St ! E, Sf c PC, PiP' -i V, �- -- _— -- -- ___-- —_-- AND STRUCTURES AS RECWIRED PRIOR T �yEM,N BOTTOM OF SLOPE �a \ ! I �•'• / \ l IZI f \\ \ ! \ •� - ,tom � � � DESIGN CRITERIA. TO THE START OF CONSTRUCTION. a f t 2 MIN 4'; . c L c \\�' O ,'PVC SC 40 4 PvAr `;CH 4r_ c YIN '� 'I - - - - I — WINDMILL ( • I:IL.42 15.8f, < � � ..� � ® � DESIGN FLOW �� \ �\� 1000 C�ALLoN SEPTIC. TAN 3 BEDROOMS AT I1_0-G.P.B-/D 330 G.P.D. - I �_ \ - — OF EXISTI�! I=lt.•LZ ' I 3 OUTLET - --- ---- \ \ \ _- .i i = ;s.t.l. ° 15.20 ` - '-'-` N LOCATI O \ - - DIST BOX �Z.S - GESSPOO / �.y tCoo lniFILTRATOR \ / / \ �o aoX �„r vC - �rA�__k WT EL.= h.S (SIDE 3I SIDE) 1L'" n: \ — \ The BSC Group M. AST i � \ \ � / � TOP - � ,��.^ \ � \ Io.o3 ` \ ( ,N I MON �, \ REQUIRED SEPTIC TANK: star! Tcw. / — I ' '1 WELL= n1.'3 lo' \ � _4,, m we to \ _ 6ULKHEAO \ \ \ PIT 330 x 150 �e - 4q S GAL. c�,� / } q \\ \\ 18" PITCH PINE SEPTIC TANK PROVIDED: = 1000 GAL. F \ \ l i ` / EXl9TING=Ib•2 ' - \ 1 / DEAD \ TITLE 5 i POST \ \ \\ �i>` / / f �� '%/ '3 BEDR00 v 1 1 1 ( ' (SIZE OF 'LEACHING FACILITY REQUIRED: ZR3 WASHf NGTOXi ST. \ / / AREA $ SLABi / W/F z .� L, a AR zo �OWELLIN I I I I 1 DESIGN PERC, RATE: 2 MINJNCH PvJR4�IlELI_� M. . \\• � / �-� � � •• MIH. T.O.F.=17.45 1 3 � I bZ0(. i N IF / \ �` / ►� x Z mob IFICATlbt'A Le t-; lc OF F��TPR�NT DAN►EL_ F \ \ \ _p?�PCSED �4 Rows) \ o / " �, \ \ \ I LT RAT ORS I cV /: N ao � 18 PITCH PINE\ PROJECT TITLE \k� \ �\.• I^'F � LONG � �- r-- ° � � ,� � ) \ SIZE OF LEACHING FACLITY PROVIDED: SUL_LIVAN TRUSTEE` \ \�� \ \ \ ^ \ \ I ' / ( I I I DE 4 RD4�� CTF INFILTRATORS \ 12 wIDE x y).15 f w (DEAD) � -� \ P i�0 V i MAP 303 LDT # I \ 77 \ \ � \moo3�.s LONG z4 Ir�FILT>z�T 1�.s _ SEWAGE DISPOSAL \� = �� \ �� \ ► l 1 1 / LCAC H I AREA - •44 (o S. F. SYSTEM; DESIGN 330 / 446 = 0.14 GAL./ SF REPAIR MgRs O CONFIRMS W/ LOCAL REGS. 1 . 14 T ^ / // / \ TFiAI L NO . S \\ \ \ cAbaNFI 73 H. SAND`( NECK DISTRIBUTION BOX DETAIL. bf� 5 /�A�Ft-� FEMA FLOOD PLAIN LOCUS PLAN: ' �� NOT TO SCALE ( ZONE A-3, EL. 11 )— �� \ \\ — 16 _ \ \ BARNSTABLE) MA 3d/Z NO. OF OUTLETS: _ • \ \ _ 15 k`� \ \ _c A P. E c o D B ; � TOW N ASSESSORS MAP 30-S EDGE OF SALT MARSH NOTES: — PARCEL E UNLE3SXUIIpER WITHSTAND DRIVES OR \ ,� \ \ 14 _ _ \F,V(� \�.. DIST TO W'A 01 B5F 51 ALE rr 3LIC � OT I N E C I TRAVELED WAYS WHEREIN N-20 LOADING Fl. -( PRECAST Q 7L 13 \ \ :orom.a. DIST. I I SHALL APPLY. \ �. 14 _ _ h • ry o 1 Box 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF 12 I INLET PIPE EXCEEDS 0.08 FT/FT- OR IN \ O _ \\ SOUTH DIKE -TACK K. L`IOIJS L---r �---J PULPED SYSTEM. TBM EL=17.84 MS �� \ �� \ \may �`_� --� T. 3. FIRST TWO FEET OF PPE OUT OF DIST. - TOP STAKE SET 11 \ \ °R q 25 W`I I`^lAN WAY BOX TO BE LAID LEVEL. - \ \ X \ fl., • . ,� wd P° UPPER MAR,LBORO Mp • �" \ - i REMOVEABLE PLAN VIEW 4. RECOI KNDED MANUFACTURER-ROTONDO --- - - T(a.l Flu COVER 2" OR APPROVED EQUAL. �, ` ` \ \ \ \ k\ \ �� - y, - ( -- - 2017 2_ WOOD PIER Imo— •—� _ B A RN S-T'A B.L E PROVIDE S E PT E M B E R 2B, l 9q 3 YMATERTKsHT — ; -_ - !/ \ \ \ \ \ \ - '__-- - �,�_. I\, ! f SNc •�. JOINT$(I�y) .1Ir. \ \ \ \ \` } - 1` _� �� • eo" z . .. D. C R I IS 1 SEE (.� `-I I.• •., _ { - .. �; 4`. INLET re NOT ! �'I `I I ^i \ \ \ \ 'fro _ _ `G* - , E R. B. CHA PMA WE 1 --k 1 4"OUTLET �� aj f . \ \ \ \ \ \\'�, / _ - - - + ,I. --� y 4 �. PLAN VIEW. \ \ '4 ` — -- =-\ =� � .; - �ti� R. L H. 1 D.L. . � • 1 � I,S \ .-_ 1.Ri:I'I. .. \ \ \ • ...\ _• `I- , ` -------- A T L------� L PA N H A`I E 0� �S IVjM+�' �"'° SCALE 1 20 .� .o --00TTOM ON j '�Nes ,: ;� \ \ \., e _.v-. t RCS AS LE a,, o ` \ _ r �~ �: TOWN OF _ u oe 2 - LEVEL STABLE \ e vrE�Ep�E \ \ ` ) - - (- i ,•. _I LD Klli! CROSS-SECTION ,. „ 3 BASE \ \ \ - r ` v=_ , `� �„ 6 MIN.3/4 TO 3qq O- I/2" STONE .f'►�•- �j ----- - ,gyp Go FEET 1 i02 t 10 20 s 'r tr S 1 4 04� �h r. 3ggo - oz 17 _77 4*t7 11 Y4 -4 -.vvr __7 - --------- ------------------ 77� eter, TC6 6en' TOWPFOF BARNSTASM OLD KING'S HIGH 'i -•T- _ --- ,. «.. . .S -r• .,-. r.1,.-.•*P%W'- .',--.- r-+r -wee... .w . .. .:.y.-+,^*t^• ;+c.. r^ y:•- �"r-'-h.�r�4•fx�... ♦. a^- .. 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FLOOR If A03U�TIED WATEM TA E 10.0 1 1000 GALLON :SE PT)C_ 'TA N K (P�_A-T tC. ri" REGM.AT SUSP�NDFD y PIPE S ).,AT E F) PA,?E 111011� N T :OBSE0L\1Eb WATER. EL ir 4 43 3HAL,.FVC (PERF) .. q.4 Ll GR UWDWATER7� Ful LENGTH. MAMD -TONKA DIVISION PlE RE ARF NQ K NO*N M6N'L T It I N GWnor Street 4365. I NO TONE HFPv L) 1: T 0 F ImE 375 1310"wedus, MN 55 F%EQU I R E b AROUND LEACHING* '1`ACtL ITT %�,"p LL .(612) 46,1945 WTHiN F T % K N, I*N -LEACmiN(3 FACIOTY CPOSc,-SE ON Jj __j t D.4 ATE- U A T E UATE T ELEVATIO' NON.,: RCFL A CE E R I L q (F=RH) wELL TO 'TEST OY ILST 81 ST" NS TEST 8 Y IN LIMIT�OF .EXC AVATIPY_X OTHEP ......... 16.42, ALL S OV I N E S S E D 0 y wt "i;,SSO IB*.. A T BU IL 0 IN'G Eysll. RAII ROAU IIES Sc RAILS THe _1W GWUP INVER r �,W.11 N S U U 6 Y, T t R I N V�ER WELL IMPERVI IV AfCVN;, ,1, A T SEPTIC T ANK(in) 3 INVCRT AT -SEPT IC 7 AN K(out) t 45 Sia PLACE �RNITHE..CLEAN WASHED i L AN GRANU 00, LN\1 ERT AT DIIT. BOA iR) .;,M TERIAL , ING RCOLATION MIN./INCH PERClitf4ATE:PEAG. RATE R A T U PL R C RATE MIN /INCH MIN /It4k, 11 MIN IINCH A RATE OFLE Q �A ,% MINUTES, T AT DIST. BOX I IS.'.,5 0 PER R :,,,PE IBE 0 'E CEMENT. .. .... VERTS AT LEACHING FACILITY DA 'I'UM 3.-"EXISTING UTILITIES. WHERE SHOWN (v 'IN THE' DRAWINGS�'ARE APPROXIMATE. AL DATUM INVERT A T BEGINNING VERTiC M L . \tJ Z TH9' CQNTRACTQR 5HAI,,� PE Rf�PQN- '510LE FOR PROPERLY LOCATING A 10 z B TBtA TOP OF -STAKE SET ENCH MARK USED T A A -r LND STkUCT104 A010Y WItI4 THE 'PROPOSED "CON- r(7 COORDINATING ELE\i. �TBM EL 1755 MSL SET 0 F LEACHING MIJ01 TOP STAKE AND TfIg APPLICAW LITIOTY COMPANY AND MAINTAININO tHt T C R L EVATION AT BOTTOM .'EXISTING UTILITY 6YSTEM I'M X 00 VIC 0 F L E A C H I N G T R EN CH 14 .'0 DIG-SAFE SHA LLI BE NOTIFIED PER THE STATE 'OF MASSACHUSETTS !,.:�,,NORTH DIKE. '4' OESIGN GROUNDWATER CHAPTER 82, SECTION 4()9 STATUE L E V A T 10 N AT TEL 1-800.322-4644, THE 10.0 t ENGINEER DOES NOT QUARANT r r FEM A 7L000'-;:1LAW THEIR ACCURACY 'PROFILE- NOT TO SCALF QAI OR THAT ALI. UTILITIES AND SU0SUftFACf cv) ARE ShOwN. LOCATIONS AND K. ELEVATiONS OF UNDERGRO`UNO UT,,_IT,-.,7, j THE PLANS. (4 TAKEN FROM RECORD �7 VERIFY"SIZE,,'. Do-""'Ov Or SLOPE:P. tit A I it i LOCATION A�D' INVERTS OF UTILITI 6 ............ )RED PRIbR TO THE% S'eART,'-.',,6F*...CO 4P low 00, 117-0 _z. IN j, NSTRUCTIOk" RITERIA 40 4( -r-7't_vk. )FSIGN ,, C BEDROOMS ATILO-G.P.B./D )ESIGN FLOW: wi r)'T.0 f IST Box OUTLET GP.D. 1000 WT Ft T_ EL.= It.s I tic GAI I UN- ot 51 We) i -0 Cy-- PI ASTI C' r1r. TA Nm 7, mol, 0 C c_ C Gioup -)EOUIRED SEPTIC TANR: K pos GAL. 8' PITCH PINE (DEAD) -*�EPTIC TANK PROVIDED 10 0 GAL., SLA W/F D: �O.F.-17l;45' '0� �12E OF LEACHING FACILITY REOUIRE SAGN PERC. RATF-, Z m A BEDROOM IINJINCH Z N1 SASEIIAENT -7- L F 4 DANIEL F... Lo 11 wits; IIz OF LEACH PR 'L.OT I - ING FACLrTY PROVIDED: T ITLE.�, 7 04 (DEAD) 5ULL1%-JAI`4 'TRU STEE 18" PITCH 9e 17 lSEWAGE DISPOSAL 4L AREA 310 -46 SYSTEM DESIGN -4 0 -0.14 4. 'A,o S/y k REPAIR C,bj FOR W/-.4.01CAL, /0"" LOOD PLAIN ................. TKAI L NO . S FEMA F QISTRIBUTION BOX DETAIL NOT TO' SCALE I f\' " I '. , , ,, - ,'+ i . f '*,'. (ZONE 'A 5, EL. I's 5) - ,-,, , \" -"`_1 t I - / SAND"'if NECK 1 4�' 16 m A d1z NO. OF OUTLETS: v CUS PLAN ISAPNSTABLE EDGE' OF ' SALT ' E c 0, D OWN ASSE 0 p C A: LOADM T MA NOTES.- MARSH "L DIST OOX TO WITHSTAND H40 14 on I UNLESS'UNDER PAVEMENT. DOUVIS PA RCE I- PRECAST TRAVELED WAYS W14EREIN p.20-LdADOII4, + DIST. SMALL APPLY. 3 op, Box SLom Pf I 2.1 PROVIDE jkLIT.TEE OR .4 NL 903 0.06FT./fT OR jN', PRI: PARE 1) f OR PUMPED SYSTEM.. 12 INLET PIPE EXCI! TBM EL-1 7.84' MSL Ir ZA C K K. L 3. FIRST TWO FEET Of PIPIE OUT� A, /0 SOUTH DIKE PLAN VIEw BOX TO DE 'LAID LEVEL. TOP STAKE SET qj? 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