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507 Buck Island Road - DPW facility Weston & Sampson 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 www.westonandsampson.com Tel: 978-532-1900 Fax: 978-977-0100 Request for Determination of Applicability Yarmouth DPW Construction 507 Buck Island Road August 2019 Prepared for: Town of Yarmouth Submitted to: Yarmouth Conservation Commission 55 Walkers Brook Drive, Suite 100, Reading, MA 01867 Tel: 978.532.1900 Offices in: MA, CT, NH, VT, NY, NJ, PA, SC & FL westonandsampson.com Yarmouth – DPW Facility Construction WSE Project No. _2170117 August 21, 2019 Yarmouth Conservation Commission 1146 Route 28 South Yarmouth, MA 02664 Re: New RDA Filing DPW Facility Construction 570 Buck Island Road Dear Members of the Commission: On behalf of the Town of Yarmouth, Weston & Sampson Engineers, Inc. is hereby enclosing eight (8) copies of the Request for Determination of Applicability (RDA) package and eight (8) full size copies of plans, to fulfill the requirements of the Massachusetts Wetlands Protection Act and the Yarmouth Conservation Commission submittal requirements. This is a formal RDA submittal for construction of a new DPW facility at 570 Buck Island Road. No work will be within any resource area protected by the Massachusetts Wetlands Protection Act, and only a very small area of the limit of work will be within the 100-foot buffer zone. As part of the filing, we have attached the following: Appendix A: Project Description Appendix B: Wetland Delineation Report Appendix C: Project Maps Project Plans If you have any questions regarding this submittal, please contact me at (978) 532-1900. Very truly yours, WESTON & SAMPSON, INC. Mel Higgins, PWS Senior Environmental Scientist wpaform1.doc Page 1 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Yarmouth City/Town A. General Information Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. 1. Applicant: Jeff Colby Name jcolby@yarmouth.ma.us E-Mail Address 1146 Route 28 Mailing Address Yarmouth City/Town MA State 02664 Zip Code 508-398-2231 ext. 1291 Phone Number Fax Number (if applicable) 2. Representative (if any): Weston & Sampson Firm Mel Higgins Contact Name higginsm@wseinc.com E-Mail Address 55 Walkers Brook Drive Mailing Address Reading City/Town MA State 1867 Zip Code 978-532-1900 x2332 Phone Number Fax Number (if applicable) B. Determinations 1. I request the Yarmouth Conservation Commission make the following determination(s). Check any that apply: a. whether the area depicted on plan(s) and/or map(s) referenced below is an area subject to jurisdiction of the Wetlands Protection Act. b. whether the boundaries of resource area(s) depicted on plan(s) and/or map(s) referenced below are accurately delineated. c. whether the work depicted on plan(s) referenced below is subject to the Wetlands Protection Act. d. whether the area and/or work depicted on plan(s) referenced below is subject to the jurisdiction of any municipal wetlands ordinance or bylaw of: Yarmouth Name of Municipality e. whether the following scope of alternatives is adequate for work in the Riverfront Area as depicted on referenced plan(s). wpaform1.doc Page 2 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Yarmouth City/Town C. Project Description 1. a. Project Location (use maps and plans to identify the location of the area subject to this request): 507 Buck Island Road Street Address Yarmouth City/Town 45 Assessors Map/Plat Number 90.1 Parcel/Lot Number b. Area Description (use additional paper, if necessary): The existing Yarmouth DPW Facility is on site. c. Plan and/or Map Reference(s): Town of Yarmouth Massachusetts - New DPW Facility - 507 Buck Island Road 8/2/19 Date Title Date Title Date 2. a. Work Description (use additional paper and/or provide plan(s) of work, if necessary): Demolition of existing structures, removal of existing pavement, and construction of the new 37,400 square foot building and appurtenances. (see Appendix A for additional information) wpaform1.doc Page 3 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Yarmouth City/Town C. Project Description (cont.) b. Identify provisions of the Wetlands Protection Act or regulations which may exempt the applicant from having to file a Notice of Intent for all or part of the described work (use additional paper, if necessary). No work will be within wetland resource areas. Work will be within a small portion of the 100-foot buffer zone only and on already disturbed area. 3. a. If this application is a Request for Determination of Scope of Alternatives for work in the Riverfront Area, indicate the one classification below that best describes the project. Single family house on a lot recorded on or before 8/1/96 Single family house on a lot recorded after 8/1/96 Expansion of an existing structure on a lot recorded after 8/1/96 Project, other than a single family house or public project, where the applicant owned the lot before 8/7/96 New agriculture or aquaculture project Public project where funds were appropriated prior to 8/7/96 Project on a lot shown on an approved, definitive subdivision plan where there is a recorded deed restriction limiting total alteration of the Riverfront Area for the entire subdivision Residential subdivision; institutional, industrial, or commercial project Municipal project District, county, state, or federal government project Project required to evaluate off-site alternatives in more than one municipality in an Environmental Impact Report under MEPA or in an alternatives analysis pursuant to an application for a 404 permit from the U.S. Army Corps of Engineers or 401 Water Quality Certification from the Department of Environmental Protection. b. Provide evidence (e.g., record of date subdivision lot was recorded) supporting the classification above (use additional paper and/or attach appropriate documents, if necessary.) APPENDIX A PROJECT DESCRIPTION Background: The Town of Yarmouth is proposing a new Department of Public Works (DPW) facility to house their operations at 507 Buck Island Road. The new facility is necessary due to deteriorating conditions at their current facility which has been in use for many years and is past its useful life. Site Description: The proposed work area is currently the location of the existing DPW facility. The site is covered by impervious area including pavement and buildings. Work Description: The project involves installation of sediment and erosion control measures, demolition of the existing structures, removal of existing pavement, and construction of the new 37,400 square foot building and appurtenances. The new facility includes five (5) main operational components: 1) Administration offices and employee support spaces; 2) vehicle and equipment storage garage; 3) workshops; 4) vehicle maintenance; and 5) vehicle wash bay. In addition, the facility will include a diesel standby generator sized to power the entire facility and operation during an outage. With the new facility, vehicles and equipment currently stored outside will be stored indoors in a minimally heated space. Indoor storage extends the life of the equipment, reduces environmental impacts, and creates more efficient and cost-effective operations. The new DPW facility will be more safe and an overall improvement to the Town environmentally, aesthetically, operationally, and it will protect the Town’s multimillion-dollar investment in its vehicles and equipment. Overall, the new facility includes numerous significant improvements to both the site and operation, including: · improved stormwater and runoff management · improved storage of vehicles, equipment and materials (indoor vs. outdoor) · improved storage and handling of liquid petroleum products · improved vehicle washing operations Environmental Discussion: No environmental resources protected under the Massachusetts Wetlands Protection Act will be impacted as a result of this project. A small area of buffer zone, outside the 35-foot no disturbance zone, will be impacted. The impact area is considered already altered area. The work in this area involves the construction of a stormwater spillway. When looking at the FEMA flood zone map provided in Appendix C of the RDA, it looks like part of the project will occur within the 100-year flood zone. However, the FEMA map indicates that the 100-year flood elevation is at EL 11, and there is no work below EL 11 for this project. As such, there will be no work within the 100-year flood zone. To protect the nearby wetland resource area, erosion controls, including straw bales and silt fence, will be place at the downgradient limit of work closest to the resource area to minimize sediment migration from the work area into the resource area. Please see plan sheet C3.00 for the erosion and sedimentation control plan. APPENDIX B March 2019 TOWN OF Yarmouth MASSACHUSETTS Yarmouth Department of Public Works 507 Buck Island Wetland Delineation Report WETLAND DELINEATION REPORT 507 BUCK ISLAND ROAD YARMOUTH, MA Prepared for YARMOUTH DEPT. OF PUBLIC WORKS Prepared by Weston & Sampson Engineers, Inc. 55 Walkers Brook Reading, MA 01867 978.532.1900 03/29/2019 Project #: 2170117.B i Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com TABLE OF CONTENTS Page 1.0 SITE DESCRIPTION .................................................................................................... 1-1 2.0 DELINEATION OF WETLAND RESOURCES .............................................................. 2-1 2.1 Site Observations ..................................................................................................... 2-1 2.2 Wetland Delineation Methodology ............................................................................ 2-1 2.3 Bordering Vegetated Wetlands (BVW) ..................................................................... 2-1 2.4 Isolated Wetland ....................................................................................................... 2-3 2.5 Other Protected Areas .............................................................................................. 2-3 3.0 SUMMARY ................................................................................................................... 3-1 4.0 REFERENCES ............................................................................................................. 4-1 APPENDICES Appendix A ........................................................................................................... USACOE Data Forms Appendix B ......................................................................................................................... Photographs Appendix C .................................................................................................................................. Figures Figure 1 .......................................................................................................... Wetlands Field Map Figure 2 .................................................................................................. USGS Topographic Map Figure 3 ......................................................................................... Environmental Resources Map Figure 4 ............................................................................................................... FEMA FIRM Map \\wse03.local\WSE\Projects\MA\Yarmouth MA\2170117 - Yarmouth DPW Feasibility Study\Wetlands Delineation\2 Wetland Delineation Report Body.docx 1-1 Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com 1.0 SITE DESCRIPTION On March 14, 2019, the presence of wetland resources was investigated at 507 Buck Island Road in Yarmouth, Massachusetts. The delineation was conducted under the direction of a nationally certified Professional Wetlands Scientist (PWS). The area under consideration is within a commercial/residential district on a parcel of land immediately southeast of the Buck Island Road/Town Brook Road juncture on the Yarmouth Department of Public Works property. Wetland resource areas were noted southeast and east of the work area. Please see Figure 1 (Wetlands Field Map) and Figure 2 (USGS Topographic Map) in Appendix C of this report for the investigation area. Wetland resource areas including bordering vegetated wetland and isolated wetland were identified and flagged in the field using pink flagging by a Weston & Sampson employee who is trained in the wetland delineation process using the Massachusetts Department of Environmental Protection (MassDEP) and the US Army Corps of Engineers methodology. A further description of these wetland resource areas is presented, below. 2-1 Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com 2.0 DELINEATION OF WETLAND RESOURCES 2.1 Site Observations The Weston & Sampson wetland scientist, trained in the U.S. Army Corp of Engineers Wetland Delineation Manual and Massachusetts Department of Environmental Protection (MassDEP) Delineating Bordering Vegetated Wetlands Under the Massachusetts Protection Act guidance document, observed the following protected wetland resources at the site: - Bordering Vegetated Wetland - Isolated Wetland Field data were recorded on United States Army Corps of Engineers (ACOE) Wetland Delineation Data Forms. See Appendix A for completed ACOE data forms and Appendix B for site photographs. According to the site’s FEMA Flood Insurance Rate map (FIRM) the site does intersect with the 100- year floodzone. See Appendix C for FIRM map. 2.2 Wetland Delineation Methodology Wetland delineation assessment was conducted in accordance to the Massachusetts Wetland Protection Act Regulations (310 CMR 10.55(2)(c)), Massachusetts Department of Environmental Protection (MassDEP) Delineating Bordering Vegetated Wetlands Under the Massachusetts Protection Act (March 1995), and ACOE Wetland Manual (Technical Report Y-87-1). The methodology included the characterization of vegetation, soil any hydrologic conditions in both wetland and upland areas to identify the transitional area, which was used as the BVW limit. Pink flags with distinct flag numbers were left in the field to show wetland resource area limits. 2.3 Bordering Vegetated Wetlands (BVW) A total one BVW series were delineated at the site. The limit of the BVW resource area was determined by locating the transitional area between wetland and upland vegetation, soils and hydrologic conditions. 2-2 Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com Vegetation, hydrology and soils were assessed in both wetland and upland areas to accurately place the wetland limits at the site. The percentage of vegetative species was estimated by creating sample plots. Sample plot radius for trees, shrubs, herb and woody vine strata was 30’, 15’, 5’ and 30’, respectively. After creating the sample plot areas, the percent basal area coverage of each species within the monitoring plot was recorded. Using these field observations, the percent dominance of each species within its stratum was calculated. The 50/20 Rule was then used to determine dominance. Dominant species were considered the most abundant plant species (when ranked in descending order of abundance and cumulatively totaled) that immediately exceeds 50% of the total dominance measure (basal area) for the stratum, plus any additional species comprising 20% or more of the total dominance measure for the stratum. Once the dominant species were determined, they were treated equally to determine the presence of hydrophytic vegetation. If the number of dominant species with a Wetland Indicator Status of FAC (excluding FAC-), FACW or OBL is greater than, or equal to, the number of remaining dominant species, the area was considered a jurisdictional wetland resource area based on vegetation. A soil sample from each wetland sample plot was also taken. Each soil sample went to a depth of at least 12 inches. The soil was characterized to determine if the soil sample is considered a hydric (wetland) soil. Soil samples, including mottles, were characterized based on color using Munsell Soil- Color charts as a color reference. The general area was then assessed for hydrologic conditions, including, but not limited to, site inundation, depth to free water, depth of soil saturation, water marks, drift lines, sediment deposits, water stained leaves. This resource area is associated with Mill Pond. Wetland flags left in the field included: - BVW-A1 through BVW-A31 Dominant vegetation within the wetland resource area included red maple (Acer rubrum), highbush blueberry (Vaccinium corymbosum), and cinnamon fern (Osmundastrum cinnamomeum), all species that thrive in wet conditions. Soils within the BVW were considered mucky peat. Other indicators of 2-3 Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com wetland hydrology included high water table, saturation, water stained leaves, surface water, and a hydrogen sulfide odor. Dominant upland vegetation in the area included red pine (Pinus resinosa) and sheep laurel (Kalmia angustifolia). Soil in the upland area consisted of sand and peat with no evidence of mottling within the top 15 inches. A 100-foot buffer zone is associated with the BVW resource area. 2.4 Isolated Wetland One isolated wetland area was noted at the site. It was flagged as WA-1 through WA-6. It was located to the north of the larger BVW area. 2.5 Other Protected Areas Besides what was noted above, Weston & Sampson created an environmental receptors map of the site to determine the presence of other protected areas (Appendix C, Figure 3). The data source of these map layers was the Massachusetts Geographic Information System (MassGIS). These areas included: - NHESP Priority Habitats of Rare Species - NHESP Estimated Habitats of Rare Wildlife - NHESP Verified and Estimated Vernal Pools - Areas of Critical Environmental Concern A FEMA Flood Insurance Rate Map (FIRM) was created online from the FEMA website to determine if there is a 100-year flood zone at the site. See Appendix C for FIRM map. While portions of the work area are within the 100-year floodzone, there are no other resource areas noted. 3-1 Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com 3.0 SUMMARY On March 14, 2019 the presence of wetland resources was investigated at 507 Buck Island Road in Yarmouth, Massachusetts. Wetland resource areas including bordering vegetated wetlands and isolated wetlands were identified and flagged in the field. Additional MassGIS and FEMA FIRM mapping indicated that a portion of the site is within the 100-year floodzone. This wetlands delineation document has been reviewed and approved by a nationally certified Professional Wetlands Scientist (PWS). 4-1 Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com 4.0 REFERENCES Jackson, Scott. 1995. “Delineating Bordering Vegetated Wetlands Under the Massachusetts Wetlands Protection Act.” Massachusetts Department of Environmental Protection. Massachusetts Division of Fisheries and Wildlife, Natural Heritage and Endangered Spe cies Program. Massachusetts Natural Heritage Atlas, 13th Edition with 2017 web updates. Accessed on 3/27/2019 Massachusetts Geographic Information System. January 2009. Outstanding Resource Waters. Massachusetts Department of Environmental Protection. Accessed on 3/27/2019 Massachusetts Geographic Information System. December 2003. Areas of Critical Environmental Concern. Massachusetts Department of Environmental Protection. Accessed on 3/27/2019 Newcomb, Lawrence. 1977. Newcomb's Wildflower Guide. Little, Brown and Company. Web Soil Survey of Barnstable County, Massachusetts. United States Department of Agriculture, Soil Conservation Service, in cooperation with Massachusetts Agricultural Experiment Station United States Department of Agriculture, Natural Resources Conservation Service. 2010. Field Indicators of Hydric Soils in the United States, Version 7.0. L. M. Vasilas, G. W. Hurt, and C. V. Noble (eds.). USDA, NRCS, in cooperation with the National Technical Committee for Hydric Soils. USACOE, January 1987, Corps of Engineers Wetlands Delineation Manuel, Wetlands Research Program Technical Report Y-87-1. FEMA Flood Map Service Center, online at msc.fema.gov/portal Assessed on 3/27/2019 Tiner, Jr., Ralph W., 2005, Field Guide to Nontidal Wetland Identification Tiner, Jr., Ralph W, 2009, Field Guide to Tidal Wetland Plants of the Northeastern United States and Neighboring Canada. Wojtec, Michael, Bard – A field Guide to Trees of the Northeast. New England Hydric Soils Technical Committee, 2004, 3rd ed., Field Indicator of Identifying Hydric Soils in New England. Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com APPENDIX A US ACOE Data Forms US Army Corps of Engineers Northcentral and Northeast Region – Interim Version WETLAND DETERMINATION DATA FORM – Northcentral and Northeast Region Project/Site: City/County: Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Section, Township, Range: Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Hydric Soil Present? Yes No Wetland Hydrology Present? Yes No Is the Sampled Area within a Wetland? Yes No If yes, optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6) Surface Water (A1) Water-Stained Leaves (B9) Drainage Patterns (B10) High Water Table (A2) Aquatic Fauna (B13) Moss Trim Lines (B16) Saturation (A3) Marl Deposits (B15) Dry-Season Water Table (C2) Water Marks (B1) Hydrogen Sulfide Odor (C1) Crayfish Burrows (C8) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Presence of Reduced Iron (C4) Stunted or Stressed Plants (D1) Algal Mat or Crust (B4) Recent Iron Reduction in Tilled Soils (C6) Geomorphic Position (D2) Iron Deposits (B5) Thin Muck Surface (C7) Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Microtopographic Relief (D4) Sparsely Vegetated Concave Surface (B8) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): (includes capillary fringe) Wetland Hydrology Present? Yes No Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: 41o 39' 29.27" N 70o 15' 11.00" W 507 Buck Island Rd, Yarmouth DPW Yarmouth/Barnstable 03/14/2019 Yarmouth, DPW MA BVW-A1 Outwash Plains Convex 0-3 X PFO1E WGS84 Carver coarse sand X X X X X X X X X X X X 0 9 4 X Nathaniel Parker 507 Buck Island Road Yarmouth/Barnstable 03/14/2019 Yarmouth Department of Public Works MA BVW-A1 (Up) outwash plains convex 3 - 8 WGS84 Carver coarse sand X X X X X X BVW-A1 (Up) X US Army Corps of Engineers Northcentral and Northeast Region – Interim Version VEGETATION – Use scientific names of plants. Sampling Point: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: Rapid Test for Hydrophytic Vegetation Dominance Test is >50% Prevalence Index is ≤3.01 Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/shrub – Woody plants less than 3 in. DBH and greater than 3.28 ft (1 m) tall. Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vines – All woody vines greater than 3.28 ft in height. Absolute Dominant Indicator Tree Stratum (Plot size: ) % Cover Species? Status 1. 2. 3. 4. 5. 6. 7. = Total Cover Sapling/Shrub Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. = Total Cover Herb Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. = Total Cover Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. = Total Cover Hydrophytic Vegetation Present? Yes No Remarks: (Include photo numbers here or on a separate sheet.) red maple ( )red oak (Quercus rubra) 20 Yes FACU 30 feet red pine (Pinus resinosa) 80 Yes FACU 100 BVW-A1 (Up) 15 feet 5 feet 30 feet sheep laurel (Kalmia angustifolia) 80 Yes FAC 1 3 33.3 80 240 100 400 180 640 3.56 80 X US Army Corps of Engineers Northcentral and Northeast Region – Interim Version SOIL Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: Histosol (A1) Polyvalue Below Surface (S8) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) Histic Epipedon (A2) MLRA 149B) Coast Prairie Redox (A16) (LRR K, L, R) Black Histic (A3) Thin Dark Surface (S9) (LRR R, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Hydrogen Sulfide (A4) Loamy Mucky Mineral (F1) (LRR K, L) Dark Surface (S7) (LRR K, L) Stratified Layers (A5) Loamy Gleyed Matrix (F2) Polyvalue Below Surface (S8) (LRR K, L) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thin Dark Surface (S9) (LRR K, L) Thick Dark Surface (A12) Redox Dark Surface (F6) Iron-Manganese Masses (F12) (LRR K, L, R) Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) Piedmont Floodplain Soils (F19) (MLRA 149B) Sandy Gleyed Matrix (S4) Redox Depressions (F8) Mesic Spodic (TA6) (MLRA 144A, 145, 149B) Sandy Redox (S5) Red Parent Material (TF2) Stripped Matrix (S6) Very Shallow Dark Surface (TF12) Dark Surface (S7) (LRR R, MLRA 149B) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks: BVW-A1 (Up) 0 - 1 10 YR 3/3 100 peat 3 - 5 10 YR 7/2 100 sand 9 - 15 10 YR 6/8 100 sand 1 - 3 10 YR 2/2 100 sand 5 - 9 10 YR 4/3 100 sand The E horizon between 3 - 5 inches is interpreted to be present due to the acidification of soils from red pine. X US Army Corps of Engineers Northcentral and Northeast Region – Interim Version WETLAND DETERMINATION DATA FORM – Northcentral and Northeast Region Project/Site: City/County: Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Section, Township, Range: Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Hydric Soil Present? Yes No Wetland Hydrology Present? Yes No Is the Sampled Area within a Wetland? Yes No If yes, optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6) Surface Water (A1) Water-Stained Leaves (B9) Drainage Patterns (B10) High Water Table (A2) Aquatic Fauna (B13) Moss Trim Lines (B16) Saturation (A3) Marl Deposits (B15) Dry-Season Water Table (C2) Water Marks (B1) Hydrogen Sulfide Odor (C1) Crayfish Burrows (C8) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Presence of Reduced Iron (C4) Stunted or Stressed Plants (D1) Algal Mat or Crust (B4) Recent Iron Reduction in Tilled Soils (C6) Geomorphic Position (D2) Iron Deposits (B5) Thin Muck Surface (C7) Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Microtopographic Relief (D4) Sparsely Vegetated Concave Surface (B8) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): (includes capillary fringe) Wetland Hydrology Present? Yes No Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: 41o 39' 29.20" N 70o 15' 11.00" W 507 Buck Island Rd, Yarmouth DPW Yarmouth/Barnstable 03/14/2019 Yarmouth, DPW MA BVW-A1 Outwash Plains Convex 0-3 X PFO1E WGS84 Carver coarse sand X X X X X X X X X X X X 0 9 4 X Nathaniel Parker 507 Buck Island Road Yarmouth/Barnstable 03/14/2019 Yarmouth Department of Public Works MA BVW-A1 (Wet) outwash plains convex 3 - 8 WGS84 Carver coarse sand PFO1E X X X X X X BVW-A1 (Wet) X X X X X 0 X 10 X 4 X US Army Corps of Engineers Northcentral and Northeast Region – Interim Version VEGETATION – Use scientific names of plants. Sampling Point: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: Rapid Test for Hydrophytic Vegetation Dominance Test is >50% Prevalence Index is ≤3.01 Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/shrub – Woody plants less than 3 in. DBH and greater than 3.28 ft (1 m) tall. Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vines – All woody vines greater than 3.28 ft in height. Absolute Dominant Indicator Tree Stratum (Plot size: ) % Cover Species? Status 1. 2. 3. 4. 5. 6. 7. = Total Cover Sapling/Shrub Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. = Total Cover Herb Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. = Total Cover Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. = Total Cover Hydrophytic Vegetation Present? Yes No Remarks: (Include photo numbers here or on a separate sheet.) red maple ( )red maple (Acer rubrum) 60 Yes FAC 30 feet red pine (Pinus resinosa) 30 Yes FACU 90 BVW-A1 (Wet) 15 feet 5 feet 30 feet sweet pepperbush (Clethora alnifolia) 90 Yes FAC sheep laurel (Kalmia angustifolia) 30 Yes FAC highbush blueberry (Vaccinium corymbosum) 10 No FACW 3 4 75 10 20 180 540 30 120 230 680 2.96 130 X X X US Army Corps of Engineers Northcentral and Northeast Region – Interim Version SOIL Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: Histosol (A1) Polyvalue Below Surface (S8) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) Histic Epipedon (A2) MLRA 149B) Coast Prairie Redox (A16) (LRR K, L, R) Black Histic (A3) Thin Dark Surface (S9) (LRR R, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Hydrogen Sulfide (A4) Loamy Mucky Mineral (F1) (LRR K, L) Dark Surface (S7) (LRR K, L) Stratified Layers (A5) Loamy Gleyed Matrix (F2) Polyvalue Below Surface (S8) (LRR K, L) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thin Dark Surface (S9) (LRR K, L) Thick Dark Surface (A12) Redox Dark Surface (F6) Iron-Manganese Masses (F12) (LRR K, L, R) Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) Piedmont Floodplain Soils (F19) (MLRA 149B) Sandy Gleyed Matrix (S4) Redox Depressions (F8) Mesic Spodic (TA6) (MLRA 144A, 145, 149B) Sandy Redox (S5) Red Parent Material (TF2) Stripped Matrix (S6) Very Shallow Dark Surface (TF12) Dark Surface (S7) (LRR R, MLRA 149B) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks: BVW-A1 (Wet) 0-3 10 YR 3/3 100 peat 3 - 18 10 YR 2/1 - 5/1 variable sand X X US Army Corps of Engineers Northcentral and Northeast Region – Interim Version WETLAND DETERMINATION DATA FORM – Northcentral and Northeast Region Project/Site: City/County: Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Section, Township, Range: Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Hydric Soil Present? Yes No Wetland Hydrology Present? Yes No Is the Sampled Area within a Wetland? Yes No If yes, optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6) Surface Water (A1) Water-Stained Leaves (B9) Drainage Patterns (B10) High Water Table (A2) Aquatic Fauna (B13) Moss Trim Lines (B16) Saturation (A3) Marl Deposits (B15) Dry-Season Water Table (C2) Water Marks (B1) Hydrogen Sulfide Odor (C1) Crayfish Burrows (C8) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Presence of Reduced Iron (C4) Stunted or Stressed Plants (D1) Algal Mat or Crust (B4) Recent Iron Reduction in Tilled Soils (C6) Geomorphic Position (D2) Iron Deposits (B5) Thin Muck Surface (C7) Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Microtopographic Relief (D4) Sparsely Vegetated Concave Surface (B8) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): (includes capillary fringe) Wetland Hydrology Present? Yes No Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: 41o 39' 31.04" N 70o 15' 09.05" W 507 Buck Island Rd, Yarmouth DPW Yarmouth/Barnstable 03/14/2019 Yarmouth, DPW MA BVW-A1 Outwash Plains Convex 0-3 X PFO1E WGS84 Carver coarse sand X X X X X X X X X X X X 0 9 4 X Nathaniel Parker 507 Buck Island Road Yarmouth/Barnstable 03/14/2019 Yarmouth Department of Public Works MA WA-1 (Up) outwash plains convex 3 - 8 WGS84 Carver coarse sand X X X X X X WA-1 (Up) X US Army Corps of Engineers Northcentral and Northeast Region – Interim Version VEGETATION – Use scientific names of plants. Sampling Point: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: Rapid Test for Hydrophytic Vegetation Dominance Test is >50% Prevalence Index is ≤3.01 Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/shrub – Woody plants less than 3 in. DBH and greater than 3.28 ft (1 m) tall. Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vines – All woody vines greater than 3.28 ft in height. Absolute Dominant Indicator Tree Stratum (Plot size: ) % Cover Species? Status 1. 2. 3. 4. 5. 6. 7. = Total Cover Sapling/Shrub Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. = Total Cover Herb Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. = Total Cover Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. = Total Cover Hydrophytic Vegetation Present? Yes No Remarks: (Include photo numbers here or on a separate sheet.) red maple ( )red oak (Quercus rubra) 80 Yes FACU 30 feet red pine (Pinus resinosa) 25 Yes FACU 100 WA-1 (Up) 15 feet 5 feet 30 feet sheep laurel (Kalmia angustifolia) 60 Yes FAC 1 4 25 75 225 185 740 260 965 3.71 80 red maple (Acer rubrum) 15 No FAC X eastern teaberry (Gaultheria procumbens) 80 Yes FACU 80 US Army Corps of Engineers Northcentral and Northeast Region – Interim Version SOIL Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: Histosol (A1) Polyvalue Below Surface (S8) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) Histic Epipedon (A2) MLRA 149B) Coast Prairie Redox (A16) (LRR K, L, R) Black Histic (A3) Thin Dark Surface (S9) (LRR R, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Hydrogen Sulfide (A4) Loamy Mucky Mineral (F1) (LRR K, L) Dark Surface (S7) (LRR K, L) Stratified Layers (A5) Loamy Gleyed Matrix (F2) Polyvalue Below Surface (S8) (LRR K, L) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thin Dark Surface (S9) (LRR K, L) Thick Dark Surface (A12) Redox Dark Surface (F6) Iron-Manganese Masses (F12) (LRR K, L, R) Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) Piedmont Floodplain Soils (F19) (MLRA 149B) Sandy Gleyed Matrix (S4) Redox Depressions (F8) Mesic Spodic (TA6) (MLRA 144A, 145, 149B) Sandy Redox (S5) Red Parent Material (TF2) Stripped Matrix (S6) Very Shallow Dark Surface (TF12) Dark Surface (S7) (LRR R, MLRA 149B) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks: WA-1 (Up) 0 - 1 10 YR 3/3 100 peat 3 - 5 10 YR 7/2 100 sand 9 - 15 10 YR 6/8 100 sand 1 - 3 10 YR 2/2 100 sand 5 - 9 10 YR 4/3 100 sand The E horizon between 3 - 5 inches is interpreted to be present due to the acidification of soils from red pine. X US Army Corps of Engineers Northcentral and Northeast Region – Interim Version WETLAND DETERMINATION DATA FORM – Northcentral and Northeast Region Project/Site: City/County: Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Section, Township, Range: Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Hydric Soil Present? Yes No Wetland Hydrology Present? Yes No Is the Sampled Area within a Wetland? Yes No If yes, optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6) Surface Water (A1) Water-Stained Leaves (B9) Drainage Patterns (B10) High Water Table (A2) Aquatic Fauna (B13) Moss Trim Lines (B16) Saturation (A3) Marl Deposits (B15) Dry-Season Water Table (C2) Water Marks (B1) Hydrogen Sulfide Odor (C1) Crayfish Burrows (C8) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Presence of Reduced Iron (C4) Stunted or Stressed Plants (D1) Algal Mat or Crust (B4) Recent Iron Reduction in Tilled Soils (C6) Geomorphic Position (D2) Iron Deposits (B5) Thin Muck Surface (C7) Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Microtopographic Relief (D4) Sparsely Vegetated Concave Surface (B8) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): (includes capillary fringe) Wetland Hydrology Present? Yes No Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: 41o 39' 31.45" N 70o 15' 08.99" W 507 Buck Island Rd, Yarmouth DPW Yarmouth/Barnstable 03/14/2019 Yarmouth, DPW MA BVW-A1 Outwash Plains Convex 0-3 X PFO1E WGS84 Carver coarse sand X X X X X X X X X X X X 0 9 4 X Nathaniel Parker 507 Buck Island Road Yarmouth/Barnstable 03/14/2019 Yarmouth Department of Public Works MA WA-1 (Wet) outwash plains convex 3 - 8 WGS84 Carver coarse sand X X X X X X WA-1 (Wet) X X X 9 X 4 X X X US Army Corps of Engineers Northcentral and Northeast Region – Interim Version VEGETATION – Use scientific names of plants. Sampling Point: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: Rapid Test for Hydrophytic Vegetation Dominance Test is >50% Prevalence Index is ≤3.01 Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/shrub – Woody plants less than 3 in. DBH and greater than 3.28 ft (1 m) tall. Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vines – All woody vines greater than 3.28 ft in height. Absolute Dominant Indicator Tree Stratum (Plot size: ) % Cover Species? Status 1. 2. 3. 4. 5. 6. 7. = Total Cover Sapling/Shrub Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. = Total Cover Herb Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. = Total Cover Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. = Total Cover Hydrophytic Vegetation Present? Yes No Remarks: (Include photo numbers here or on a separate sheet.) red maple ( )red maple (Acer rubrum) 75 Yes FAC 30 feet 100 WA-1 (Wet) 15 feet 5 feet 30 feet sheep laurel (Kalmia angustifolia) 75 Yes FAC highbush blueberry (Vaccinium corymbosum) 10 No FACW 3 5 60 85 170 150 450 50 200 285 820 2.88 85 X X X red oak (Quercus rubra) 25 Yes FACU white oak (Quercus alba) 25 Yes FACU cinnamon fern (Osmunda cinnamomea) 75 Yes FACW 75 US Army Corps of Engineers Northcentral and Northeast Region – Interim Version SOIL Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: Histosol (A1) Polyvalue Below Surface (S8) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) Histic Epipedon (A2) MLRA 149B) Coast Prairie Redox (A16) (LRR K, L, R) Black Histic (A3) Thin Dark Surface (S9) (LRR R, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Hydrogen Sulfide (A4) Loamy Mucky Mineral (F1) (LRR K, L) Dark Surface (S7) (LRR K, L) Stratified Layers (A5) Loamy Gleyed Matrix (F2) Polyvalue Below Surface (S8) (LRR K, L) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thin Dark Surface (S9) (LRR K, L) Thick Dark Surface (A12) Redox Dark Surface (F6) Iron-Manganese Masses (F12) (LRR K, L, R) Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) Piedmont Floodplain Soils (F19) (MLRA 149B) Sandy Gleyed Matrix (S4) Redox Depressions (F8) Mesic Spodic (TA6) (MLRA 144A, 145, 149B) Sandy Redox (S5) Red Parent Material (TF2) Stripped Matrix (S6) Very Shallow Dark Surface (TF12) Dark Surface (S7) (LRR R, MLRA 149B) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks: WA-1 (Wet) 0 - 4 10 YR 3/3 100 mucky peat 4 - 18 10 YR 2/1 - 7/1 variable sand X X Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com APPENDIX B Site Photographs Figure 1: Reduced Matrix in Isolated Wetland Figure 2: Upland Soils Figure 3: Standing Water in BVW Area Figure 4: Water in Pit in Isolated Wetland Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com APPENDIX C Figures Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com FIGURE 1 Wetlands Field Map 507 Buck IslandRd, Yarmouth, MA BVW-A1 BVW-A31 WA-1 WA-6 USGS, MassGIS Path: \\wse03.local\WSE\Projects\MA\Yarmouth MA\2170117 - Yarmouth DPW Feasibility Study\Wetlands Delineation\GIS\Mapfiles\1 - Wetlands Field Map.mxd User: parkern Saved: 3/22/2019 2:35:48 PM Opened: 3/22/2019 2:36:16 PM³ 1-5 175 0 175 Scale In Feet FIGURE 1 TOWN OF YARMOUTH, MA2170117 - YARMOUTH DPW FEASIBILITY STUDY WETLANDS FIELD MAP MARCH, 2019 SCALE: NOTED Legend Bordering Vegetated W etland Isolated W etland Investigation_Area Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com FIGURE 2 USGS Topographic Map Copyright:© 2013 National Geographic Society, i-cubed Path: P:\MA\Yarmouth MA\2170117 - Yarmouth DPW Feasibility Study\Wetlands Delineation\GIS\Mapfiles\2 - USGS Topo Map.mxd User: parkern Saved: 3/22/2019 2:47:11 PM Opened: 3/22/2019 2:48:12 PM³ 1-5 2,000 0 2,000 Scale In Feet FIGURE 2 TOWN OF YARMOUTH, MA2170117 - YARMOUTH DPW FEASIBILITY STUDY USGS TOPOGRAPHIC MAP MARCH, 2019 SCALE: NOTED INVESTIGATIONAREA Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com FIGURE 3 Environmental Resources Map USGS, MassGIS Path: \\wse03.local\WSE\Projects\MA\Yarmouth MA\2170117 - Yarmouth DPW Feasibility Study\Wetlands Delineation\GIS\Mapfiles\3 - Environmental Resources Map.mxd User: GasparA Saved: 3/22/2019 2:55:27 PM Opened: 4/1/2019 1:39:43 PM³ 1-5 1,000 0 1,000 Scale In Feet FIGURE 3 TOWN OF YARMOUTH, MA2170117 - YARMOUTH DPW FEASIBILITY STUDY ENVIRONMENTAL RESOURCES MAP MARCH, 2019 SC ALE: NOTED Legend jk NHESP Certified Vernal Pools ACECs NHESP Estim ated Habitats of Rare W ildlife NHESP Priori ty Habitats of Rare Species Investigation Area Wetland Delineation Report Yarmouth Dept. of Public Works westonandsampson.com FIGURE 4 FEMA FIRM Map USGS The National Map: Orthoimagery. Data refreshed October, 2017. National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250Feet Ü70°15'30.70"W 41°39'50.09"N 70°14'53.24"W 41°39'23.21"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOODHAZARD AR EAS Without Base Flood Elevation (BFE)Zone A, V, A99With BFE or Depth Zone AE, AO, AH, VE, AR Regulator y Floodway 0.2% Annual Chance Flood Hazard, Areasof 1% annual chance flood with averagedepth less than one foot or with drainageareas of less than one square mile Zone X Future Conditions 1% AnnualChance Flood Hazard Zone XArea with Reduced Flood Risk due toLevee. See Notes.Zone X Area with Flood Risk due to Levee Zone D NO SCREE N Area of Minimal Flood Hazard Zone X Area of Undetermined Flood Hazard Zone D Channel, Culver t, or Storm SewerLevee, Dike, or Floodwall Cross Sections with 1% Annual Chance17.5 Water Surface ElevationCoastal Transect Coastal Transect BaselineProfile BaselineHydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of StudyJurisdiction Boundar y Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from theauthoritative NFHL web services provided by FEMA. This mapwas exported on 3/26/2019 at 1:32:33 PM and does notreflect changes or amendments subsequent to this date andtime. The NFHL and effective information may change orbecome superseded by new data over time. This map image is void if the one or more of the following mapelements do not appear: basemap imagery, flood zone labels,legend, scale bar, map creation date, community identifiers,FIRM panel number, and FIRM effective date. Map images forunmapped and unmodernized areas cannot be used forregulatory purposes. Legend OTHER AREAS OFFLOOD HAZARD OTHER AREAS GENERALSTRUCTURES OTHERFEATURES MAP PANELS 8 1:6,000 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative proper ty location. APPENDIX C Y A R M O U T HYARMOUTHBARNSTABLEBARNSTABLE Copyright:© 2013 National Geographic Society, i-cubed FIGURE 1 DPW Final DesignYarmouth, MA Locus Map Data Source:Office of Geographic and Environmental Information (MassGIS),Commonwealth of Massachusetts Executive Office of Environmental Affairs 4,000 0 4,0002,000 Feet Path: \\wse03.local\WSE\Depts\Water\Water Resources Group\GIS - Constraints Mapping\Yarmouth\2170117 - Yarmouth DPW Feasibility Study\Locus Map.mxd User: higginsm Saved: 8/7/2019 12:48:22 PM Opened: 8/7/2019 12:48:46 PM ² Legend Limit of Work PH 278 Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CN ES/AirbusDS, U SDA, USGS, AeroGRID, IGN, and the GIS User Community FIGURE 2DPW Final DesignYarmouth, MA Environmental Resource Map Data Source:Office of Geographic and Environmental Information (MassGIS),Commonwealth of Massachusetts Executive Office of Environmental Affairs 300 0 300150Feet Path: \\wse03.local\WSE\Depts\Water\Water Resources Group\GIS - Constraints Mapping\Yarmouth\2170117 - Yarmouth DPW Feasibility Study\Environmental Resource Map.mxd User: higginsm Saved: 8/7/2019 12:44:50 PM Opened: 8/7/2019 12:45:50 PM ² Legend Lim it of Work AC ECs ACEC s NH ESP Habitats NH ESP Estim ated H abitats of R are Wildli fe NHESP Priority H abitats of R are Species jk NHESP C ertified Vernal Pools jk NHESP Potential Vernal Pools Perennial Stream Interm ittent Stream Hydrologic Connection DEP Wetlands Marsh/Bog Wooded m arsh Cranberry Bog Salt Mar sh Open Wate r Reservoir (w ith PW SID ) Tidal Fl ats Beach/Dun e USGS The National Map: Orthoimagery. Data refreshed October, 2017. National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250Feet Ü70°15'33.69"W 41°39'46.54"N 70°14'56.23"W 41°39'19.66"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOODHAZARD AR EAS Without Base Flood Elevation (BFE)Zone A, V, A99With BFE or Depth Zone AE, AO, AH, VE, AR Regulator y Floodway 0.2% Annual Chance Flood Hazard, Areasof 1% annual chance flood with averagedepth less than one foot or with drainageareas of less than one square mile Zone X Future Conditions 1% AnnualChance Flood Hazard Zone XArea with Reduced Flood Risk due toLevee. See Notes.Zone X Area with Flood Risk due to Levee Zone D NO SCREE N Area of Minimal Flood Hazard Zone X Area of Undetermined Flood Hazard Zone D Channel, Culver t, or Storm SewerLevee, Dike, or Floodwall Cross Sections with 1% Annual Chance17.5 Water Surface ElevationCoastal Transect Coastal Transect BaselineProfile BaselineHydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of StudyJurisdiction Boundar y Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from theauthoritative NFHL web services provided by FEMA. This mapwas exported on 3/25/2019 at 3:49:29 PM and does notreflect changes or amendments subsequent to this date andtime. The NFHL and effective information may change orbecome superseded by new data over time. This map image is void if the one or more of the following mapelements do not appear: basemap imagery, flood zone labels,legend, scale bar, map creation date, community identifiers,FIRM panel number, and FIRM effective date. Map images forunmapped and unmodernized areas cannot be used forregulatory purposes. Legend OTHER AREAS OFFLOOD HAZARD OTHER AREAS GENERALSTRUCTURES OTHERFEATURES MAP PANELS 8 1:6,000 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative proper ty location. TOW N OF YARMOUTH TOW N OF YARMOUTH TOW N OF YARMOUTH TOW N OF YARMOUTH TOW N OF YARMOU TH CON SERVATION FIRE STATION#3 MAYFLOWER PLACE ROBBINS SWAMP BUCKSOUTH STREETCAMP STREETRUNHAWESAVENUE BAKER ROADRACEROAD PONDMILLROAD ISLANDRUNS.EVERGREEN RD ROAD AVENUEPONDVIEWTOWN BROOK ROADTO W N BRO O K R O AD321725535761831013-5711 1 201448141826 34292514 62632 4101622 303327231791029684645 766456526355-5751-534648-504236354722 27333539414 5 10 44 36447 49 51 4918128366577541 579 538 97109121108434570 CAMP ST. 9 528 73507746569 14 57 A&B61 A&B515206068 4092(TOWN)(TOWN)(TOWN) (TOWN)(TOW N )(TOWN)(TOWN)(T O W N )(TOWN)(TOWN) (TOWN)(TO W N )(PRIVATE)Drainage Easement Drainage Easement Drainage Easement Drainage EasementDrainage Easement Drainage Easement Drainage Easement Drainage Easement MILLPOND P/O 46-24P/O 46-24P/O 45-81 P/O45-50 P/O 45-91P/O 45-78.1 P/O 45-78.1 P/O 45-81 P/O 45-93 P/O 45-80 P/O 46-24P/O 46-23CP/O 45-89P/O 45-93 P/O 45-89 P/O 45-90.1 P/O 45-90.1840.15 AC 600.17 AC 590.03 AC 820.04 AC 1 2 0 . 1 6 AC78.139.53 AC 8110.24 AC 90.117.33 AC 2469.13 AC 914.53 AC 73.2C 808.10 AC 883.22 AC 73.1C 896.72 AC 852.11 AC 831.81 AC 441.40 AC 24.11.37 AC 751.27 AC 281.03 AC 24.21.16 AC 740.75 AC 23C31.78 AC 53.1 6.10.79 AC 210.72 AC 860.77 AC 52.1 310.64 AC 450.65 AC 870.76 AC 82.1.13.14 AC 145.20 AC 23.10.57 AC 770.48 AC 460.48 AC 150.48 AC 160.46 AC 190.47 AC 110.44 AC 930.73 AC 200.46 AC 90.43 AC 80.43 AC 580.38 AC 420.40 AC 130.39 AC 790.35 AC 270.35 AC 250.34 AC 170.36 AC180.35 AC 100.35 AC 140.36 AC 49.10.33 AC 320.34 AC 300.36 AC 260.34 AC 1C0.45 AC 70.43 AC 120.38 AC 20.30 AC 370.29 AC 290.31 AC 380.29 AC 340.29 AC 49.20.25 AC 360.28 AC 570.29 AC350.28 AC 330.26 AC 400.23 AC 480.33 AC 720.27 AC 390.24 AC 410.23 AC 650.26 AC 430.23 AC 690.23 AC 470.23 AC 680.24 AC 500.27 AC 23C31.78 AC 110.43 AC 40.21 AC 760.24 AC 220.22 AC 130.98 AC 30.21 AC 550.15 AC 30.36 AC 540.18 AC 100.41 AC 670.15 AC 640.14 AC 630.14 AC 660.13 AC 710.14 AC 620.14 AC 700.15 AC 860.13 AC TAX MAPTOWN OF YARMOUTHBARNSTABLE COUNTY, MASSACHUSETTS DATE OF LATEST MAP REVISION: 9/12/18 INFORMATION SHOWN HEREON IS FOR ASSESSINGPURPOSES ONLY. NO LIABILITY FOR ERROR ISASSUMED BY THE TOWN OF YARMOUTH. 100 0 100 20050Feet «SHEET45383736464544555453 PLANS TOWN OF YARMOUTH, MASSACHUSETTS NEW DPW FACILITY 507 BUCK ISLAND ROAD YARMOUTH, MASSACHUSETTS 02664 PROJECT DIRECTORY APPLICANT: TOWN OF YARMOUTH PUBLIC WORKS DEPARTMENT 507 BUCK ISLAND ROAD YARMOUTH, MASSACHUSETTS 02664 CONTACT: JEFF COLBY, P.E. DPW DIRECTTOR (508) 398-2231 Ext 1291 PROPERTY OWNER: TOWN OF YARMOUTH 1146 ROUTE 28 YARMOUTH , MASSACHUSETTS 02664 CONTACT: JEFF COLBY, P.E. DPW DIRECTOR (508)-398-2231 Ext 1291 ENGINEER: WESTON & SAMPSON 100 FOXBOROUGH BOULEVARD SUITE 250 FOXBOROUGH, MASSACHUSETTS 02035 CONTACT: ANTHONY WESPISER, P.E. (978) 548-4615 DRAWING INDEX - WESTON & SAMPSON SHEET SHEET TITLE T1.00 COVER SHEET C1.00 ABBREVIATIONS, NOTES, AND LEGEND C2.00 EXISTING CONDITIONS PLAN C3.00 EROSION & SEDIMENTATION CONTROL PLAN C4.00 DEMOLITION PLAN C5.00 SITE LAYOUT PLAN C6.00 GRADING & DRAINAGE PLAN C6.00 UTILITIES PLAN C9.01 CIVIL & SITE DETAILS C9.02 CIVIL & SITE DETAILS C9.03 CIVIL & SITE DETAILS C9.04 CIVIL & SITE DETAILS C9.05 CIVIL & SITE DETAILS C9.06 CIVIL & SITE DETAILS C9.07 CIVIL & SITE DETAILS C9.08 CIVIL & SITE DETAILS C9.09 CIVIL & SITE DETAILS C9.10 CIVIL & SITE DETAILS C9.11 CIVIL & SITE DETAILS L1.00 LANDSCAPE PLAN L2.00 LANDSCAPE DETAILS A1.00 OVERALL FLOOR PLAN A3.01 BUILDING ELEVATIONS I A3.02 BUILDING ELEVATIONS II LS0.00 CODE SHEET LS1.01 FIRST FLOOR LIFE SAFETY PLAN LS1.02 MEZZANINE LIFE SAFETY PLAN 1 OF 1 PHOTOMETRICS AND LIGHTING PLAN MASSACHUSETTS MUNICIPAL MAP N.T.S. SITE LOCATION (GOOGLE AERIAL VIEW) N.T.S. BULK ZONING TABLE (SEE NOTE 1) REGULATION REQUIREMENTS:ZONE R-25 EXISTING PROPOSED USE:(SEE NOTE 2)MUNICIPAL MUNICIPAL MIN. LOT AREA (SF):25,000 754,895 (No Change) MIN. FRONTAGE (FT):150 304.03 (No Change) MAX. IMPERVIOUS COVERAGE (%):70 35.3±38.3± MIN. FRONT YARD SETBACK (FT.):30 40.7±44 MIN. SIDE YARD SETBACK (FT.):15 51.0±51.0± MIN. REAR YARD SETBACK (FT.):20 304.4±4 304.4±4 MAX. BUILDING COVERAGE (%):25 4.5±8.7± MAXIMUM SHAPE FACTOR (V)22 (No Change)(No Change) MAX. BUILDING HEIGHT (FT.):35 423 353 TOTAL PARKING SPACES 405 33 43 EMPLOYEE/VISITOR SPACES 38 31 40 STANDARD ACCESSIBLE SPACES 1 1 1 VAN-ACCESSIBLE 1 1 2 NOTES: 1.SOURCE OF ZONING REQUIREMENTS IS TOWN OF YARMOUTH ZONING BYLAW (YARMOUTH PLANNING BOARD) AMENDED THROUGH MAY 5, 2018. 2.PER 202.5 USE REGULATION TABLE, A "(P10) MUNICIPAL" USE IS ONLY ALLOWED BY SPECIAL PERMIT ISSUED BY THE ZONING BOARD OF APPEALS. 3.THE SALT SHED HEIGHT OF 42' WAS APPROVED AS PART OF A PRIOR DECISION. THE PROPOSED BUILDING HEIGHT OF 35' AS INDICATED IN THE ABOVE TABLE REFERS TO THE NEW FACILITY BUILDING PROPOSED AS PART OF THIS CURRENT PROJECT. 4.THE DIMENSION INDICATED REFERS TO THE APPROXIMATE DIMENSION TAKEN FROM THE REAR PROPERTY LINE TO THE NEAREST POINT OF THE EXISTING SALT SHED BUILDING. 5.REQUIRED PARKING BASED ON FACILITY STAFFING NEEDS AND ANTICIPATED VISITOR SPACES REQUIRED. SITE INFORMATION TABLE (SEE NOTE 1) LOCATION:507 BUCK ISLAND ROAD MAP / LOT 45 /90.1 LAND USE (P10) MUNICIPAL LAND OWNER:TOWN OF YARMOUTH OWNER ADDRESS:1146 ROUTE 28 OWNER CITY:YARMOUTH OWNER STATE:MASSACHUSETS OWNER ZIP:02664 ZONING:R-25 PARCEL AREA:17.33 ACRES / 754,895 S.F. COVER SHEET T1.00 SITE LOCATION (TOWN GIS) SCALE:1"=600' TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION UPWA-6 Horiz +/-: ~0.79' WA-5 Horiz +/-: ~0.21' WA-4 Horiz +/-: ~0.11' WA-3 Horiz +/-: ~0.34' WA-2 Horiz +/-: ~0.39' WA-1 Horiz +/-: ~1.56' BVW-A9 Horiz +/-: ~0.14' BVW-A8 Horiz +/-: ~0.14'BVW-A3 BVW-A2 Horiz +/-: ~0.23' BVW-A10 Horiz +/-: ~0.48' ABBREVIATIONS, NOTES, AND LEGEND C1.00 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION WA-6 Horiz +/-: ~0.79' WA-5 Horiz +/-: ~0.21' WA-4 Horiz +/-: ~0.11' WA-3 Horiz +/-: ~0.34' WA-2 Horiz +/-: ~0.39' WA-1 Horiz +/-: ~1.56' WETLAND NOTE: 1.WETLANDS WERE DELINEATED BY WESTON & SAMPSON AND LOCATED USING GPS EQUIPMENT. EXISTING CONDITIONS PLAN C2.00 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION NOTES: 1.BEARINGS REFER TO THE MASSACHUSETTS NAD 83 STATE PLANE COORDINATE SYSTEM (MAINLAND ZONE). 2.ELEVATIONS REFER TO THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD 88). 3.REFERENCE IS MADE TO THE FOLLOWING MAPS: A.“HYANNIS GARDENS”, SCALE 1”=60', DATED JANUARY 1926, RECORDED IN PLAN BOOK 16 PAGE 75 OF THE BARNSTABLE REGISTRY OF DEEDS. B.“PLAN OF LAND IN WEST YARMOUTH, MASS. AS SURVEYED FOR THE TOWN OF YARMOUTH”, BY CHASE, KELLY & SWEETSER, SCALE 1”=50', DATED JULY 28, 1950, RECORDED IN PLAN BOOK 101 PAGE 93 OF THE BARNSTABLE REGISTRY OF DEEDS. C.LAND COURT PLAN 22377A, DATED MAY 1953, RECORDED IN THE BARNSTABLE REGISTRY OF DEEDS. D.“PLAN OF LAND IN WEST YARMOUTH MASS. FOR DOROTHY ROSE BRAGINTON-SMITH”, BY CHARLES N. SAVERY INC., SCALE 1”=100', DATED JUNE 24, 1971, RECORDED IN PLAN BOOK 255 PAGE 75 OF THE BARNSTABLE REGISTRY OF DEEDS. E.“PLAN OF LAND BUCK ISLAND ROAD, YARMOUTH BARNSTABLE COUNTY, MASS. PROPERTY LINE PLAN”, BY YUNITS ENGINEERING CO. INC., SCALE 1”=60', DATED 4-27-73, RECORDED IN PLAN BOOK 272 PAGE 40 OF THE BARNSTABLE REGISTRY OF DEEDS. F.“LAND COURT PLAN 22377B, DATED SEPTEMBER 1975, RECORDED IN THE BARNSTABLE REGISTRY OF DEEDS G.“PLAN OF LAND BUCK ISLAND ROAD YARMOUTH, MASSACHUSETTS”, BY PERKINS ENGINEERING, INC., SCALE 1”=60', DATED DECEMBER 11, 1978, RECORDED IN PLAN BOOK 335 PAGE 1 OF THE BARNSTABLE REGISTRY OF DEEDS. H.“MASTER DEED PLAN BUCK ISLAND VILLAGE CONDOMINIUM PHASE IIA IN YARMOUTH, MA (BARNSTABLE COUNTY)”, BY BEALS AND THOMAS, INC., SCALE 1”=80', DATED SEPTEMBER 1, 1988, RECORDED IN PLAN BOOK 453 PAGE 54 OF THE BARNSTABLE REGISTRY OF DEEDS. I.“PLAN OF LAND (COMBINING PARCELS) IN WEST YARMOUTH FOR THE TOWN OF YARMOUTH”, BY THE TOWN OF YARMOUTH ENGINEERING DIV., SCALE 1”=100', DATED NOVEMBER 21, 2003, RECORDED IN PLAN BOOK 593 PAGE 99 OF THE BARNSTABLE REGISTRY OF DEEDS. J."EXISTING CONDITIONS PLAN, HIGHWAY AND PARK DIVISIONS SITE, AT BUCK ISLAND ROAD IN WEST YARMOUTH", PREPARED BY RICHARD P. DEMELLO P.E., DATED JANUARY 6, 2006, LAST REVISED MAY 18, 2006. K."REMOVAL AND INSTALLATION OF UNDERGROUND STORAGE TANKS AT HIGHWAY GARAGE", PREPARED BY SEA CONSULTANTS INC., ENGINEERS / ARCHITECTS, DATED SEPTEMBER 1993, PAGES C-1 & E-1. 4.UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING AND OTHER DATA SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES, GOVERNMENTAL AGENCIES AND/OR OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO WESTON & SAMPSON. THE EXISTENCE, SIZE AND LOCATION OF ALL SUCH FEATURES MUST BE DETERMINED AND VERIFIED IN THE FIELD BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG. 5.THE LIMITS OF FLOOD HAZARD AREAS, BASED UPON NATIONAL FLOOD INSURANCE PROGRAM MAP, FIRM PANEL 567 OF 875, NUMBER 250001CO567J, DATED JULY 16, 2014. WA-6 Horiz +/-: ~0.79' WA-5 Horiz +/-: ~0.21' WA-4 Horiz +/-: ~0.11' WA-3 Horiz +/-: ~0.34' WA-2 Horiz +/-: ~0.39' WA-1 Horiz +/-: ~1.56' EROSION AND SEDIMENTATION CONTROL PLAN C3.00 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION WA-6 Horiz +/-: ~0.79' WA-5 Horiz +/-: ~0.21' WA-4 Horiz +/-: ~0.11' WA-3 Horiz +/-: ~0.34' WA-2 Horiz +/-: ~0.39' WA-1 Horiz +/-: ~1.56' DEMOLITION PLAN C4.00 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION UPWA-6 Horiz +/-: ~0.79' WA-5 Horiz +/-: ~0.21' WA-4 Horiz +/-: ~0.11' WA-3 Horiz +/-: ~0.34' WA-2 Horiz +/-: ~0.39' WA-1 Horiz +/-: ~1.56' SITE LAYOUT PLAN C5.00 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION UPWA-6 Horiz +/-: ~0.79' WA-5 Horiz +/-: ~0.21' WA-4 Horiz +/-: ~0.11' WA-3 Horiz +/-: ~0.34' WA-2 Horiz +/-: ~0.39' WA-1 Horiz +/-: ~1.56' GRADING AND DRAINAGE PLAN C6.00 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION © UPWA-6 Horiz +/-: ~0.79' WA-5 Horiz +/-: ~0.21' WA-4 Horiz +/-: ~0.11' WA-3 Horiz +/-: ~0.34' WA-2 Horiz +/-: ~0.39' WA-1 Horiz +/-: ~1.56' UTILITY PLAN C7.00 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION CIVIL DETAILS C9.01 · · · · · · · · · · · · · · · · TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION CIVIL DETAILS C9.02 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION CIVIL DETAILS C9.03 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION OPEN > < CIVIL DETAILS C9.04 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION CIVIL DETAILS C9.05 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION CIVIL DETAILS C9.06 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION CIVIL DETAILS C9.07 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION PARKING HANDICAPPED VIOLATORS WILL BE FINED MIN. $150 PERMIT REQUIRED PARKING HANDICAPPED VIOLATORS WILL BE FINED MIN. $116 PERMIT REQUIRED CIVIL DETAILS C9.08 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION CIVIL DETAILS C9.09 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION CIVIL DETAILS C9.10 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION CIVIL DETAILS C9.11 TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION UP LANDSCAPEPLANL1.00EXISTING TREE (TYP.)LOAM AND SEED. TYP.L2.01TREE PLANTING, TYP.L2.03,5NATIVE WETLAND MIX. TYP., SEE SPECIFICATIONS.NOTES:PLANTINGS TO BE PROVIDED BY CONTRACTOR AND INSTALLED BY THE TOWN.(from ZONING BYLAW)1.Parking lots for twenty (20) or more cars shall contain at least one (1) tree of 3" (three inch) caliperor larger per eight (8) cars, to be located within the parking area in soil plots not less than 5’ wideand allowing not less than forty (40) square feet of unpaved soil area per tree.REQUIRED TREES IN PARKING LOT = 1 PER 8 SPACES40 SPACES/8 = 5 TREESPROVIDED TREES IN PARKING LOT = 82.Parking lots for five (5) or more cars shall be screened from any abutting residential use or districtwhich is abutted or separated from it by only a street. Screening shall be by a minimum four (4)foot wide planting strip maintained with densely planted shrubs not less than five (5) feet in height.Shrubs shall be at least seventy-five percent (75%) evergreens.REQUIRED % EVERGREEN SHRUBS = 75%PROVIDED % EVERGREEN SHRUBS = 76%TOWN OF YARMOUTH, MA507 BUCK ISLAND ROADYARMOUTH, MA 02664Project:NEW DPW FACILITYAUGUST 2, 2019Date:Drawn By:Reviewed By:Approved By:Drawing Title:Sheet Number:BHJSPJSPSeal:Revisions:RevDateDescriptionConsultants:W&S Project No:2170117WESTON & SAMPSON COPYRIGHT 2018NORTHPERMITTINGIssued For:NOT FOR CONSTRUCTIONDPBDPBKSKPLANT SCHEDULEBOTANICAL NAMECOMMON NAMEQTYABRV.SIZETHUJA OCCIDENTALIS 'NIGRA'DARK AMERICAN ARBORVITAE16TO7' HT.TREESSHRUBS & HERBACEOUS PERENNIALSNOTESB&BB&BB&BB&BB&BCORNUS FLORIDAFLOWERING DOGWOODCF3" CAL.TILIA TOMENTOSASILVER LINDENTT2 - 2.5" CAL.PYRUS CALLERYANA 'CHANTICLEER''CHANTICLEER' CALLERY PEARPC2 - 2.5" CAL.ULMUS PARVIFOLIA 'DYNASTY''DYNASTY' LACEBARK ELMUP3" CAL.QUERCUS RUBRARED OAKQR2 - 2.5" CAL.ARONIA MELANOCARPABLACK CHOKEBERRYAMCOMPTONIA PEREGRINASWEET FERNCP#1 CONT.HEMEROCALLIS 'HAPPY RETURNS'DAYLILYSPACE 18" O.C.#1 CONT.ILEX GLABRA 'SHAMROCK'INKBERRYIG#3 CONT.SHRUB PLANTING, TYP.L2.04PINUS RIGIDAPITCH PINE5PR7' HT.B&BJUNIPERUS VIRGINIANA ' HILLSPIRE''HILLSPIRE' RED CEDAR11JV7' HT.B&B, 10' O.C.KOELREUTERIA PANICULATAGOLDEN RAIN TREE7KPB&B7331472113018JUNIPERUS PFITZERIANA ' SEA GREEN'SEA GREEN JUNIPERJP9JUNIPERUS CHINENSIS 'FAIRVIEW'UPRIGHT JUNIPERJC#3 CONT.20RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMACRA#3 CONT.8B&B, CONT., 6' O.C.DIERVILLA LONICERABUSH HONEYSUCKLEDL#3 CONT.17PHYSOCARPUS OBULIFOLIUS 'TINY WINE'TINY WINE NINEBARKPO10HHELAEAGNUS ANGUSTIFOLIARUSSIAN OLIVEEA#3 CONT.17B&B, 6' O.C.B&B, CONT., 5' O.C.B&B, CONT., 6' O.C.B&B, CONT., 4' O.C.B&B, CONT., 12' O.C.B&B, CONT., 5' O.C.B&B, CONT., 6' O.C.B&B, CONT., 6' O.C.B&B, CONT., 4' O.C.#3 CONT.#3 CONT.#2 CONT.TT2STORMWATER MANAGEMENT AREANATIVE WETLAND SEED MIX, SEESPECIFICATIONSLOAM AND SEED, TYP.LOAM AND SEED, TYP.PR1KP3UP1UP1QR1CF5UP1PR1CF1PR1KP1PR1TO12JP6AM4CP18EA4JV5JV6JC14HH120EA4CF1KP2PR1TT1DL4EA4RA8TO6TO4EA2JP3IG9KP1EA3CP3PO4DL8DL5PC1PC1PC1HH10IG9PO6AM32 - 2.5" CAL.FLAGPOLESEE PARTIAL PLAN -ENLARGEMENT, BELOW LANDSCAPE DETAILS L2.00 HYDROMULCH SEED, SEE PLANS LOAM COMPACTED SUBGRADE6"MIN.PLAN TREE ROOT BALL 3/4" FLAT BRAIDED NYLON CORDING TIED IN FIGURE EIGHT 2"x3" STAKES DRIVE STAKES A MIN. OF 18" FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING; PROVIDE TWO STAKES PER TREE, EQ. SPACED UNLESS ON SLOPE - THEN STAKE ON UPHILL SIDE OF TREE. 2"x3" STAKES (3 PER TREE REQUIRED) TEMPORARY MOUNDED SOIL SAUCER, TYP. TRUNK FLARE JUNCTION - PLANT 1-2" ABOVE FIN. GRADE GUYING: 3/4" WIDE FLAT BRAIDED NYLON OR APPROVED ARBOR TIES CORDING TIED IN FIGURE EIGHT, SECURED AT 1/3 TREE HT. ABOVE FINISH GRADE. TIES SHALL BE SET LOOSE. DECIDUOUS TREE, SEE PLANS COMPACTED SUBGRADE, PLANT TREE DIRECTLY ON SUITABLE WELL-DRAINED, EXIST. SUBGRADE - IF CONDITIONS ARE UNSUITABLE, NOTIFY OWNERS REPRESENTATIVE & SUSPEND PLANTING UNTIL RESOLVED PREPARED PLANTING MIX - WATER THOROUGHLY & TAMP LIGHTLY DURING BACKFILLING TO REMOVE AIR POCKETS UNTIE & FOLD BACK BURLAP & FASTENINGS TO 2/3 BALL HEIGHT. CUT & REMOVE WIRE BASKETS COMPLETELY FROM SIDES. 45°3" DEPTH HARDWOOD BARK MULCH, KEEP 3" AWAY FROM CROWN/ROOT FLARE 3 X DIA. OF ROOTBALL UNLESS OTHERWISE SPECIFIED SET ROOTBALL ON TOP OF UNDISTURBED SOIL PEDESTAL. SEE PLANS 6" MIN. SHRUB 3" DEPTH HARDWOOD BARK MULCH (KEEP 3" AWAY FROM CROWN/ROOT FLARE) PREPARED PLANTING SOIL MIX SHRUB ROOT BALL, TYP. COMPACTED SUBGRADE TEMPORARY MOUNDED SOIL SAUCER, TYP. SET ROOTBALL ON TOP OF UNDISTURBED SOIL PEDESTAL (TYP.) SECTIONBPLAN A ANOTES: 1. ALL HERBACEOUS PERENNIAL TO BE PLANTED IN TRIANGULAR PATTERN. SEE PLANT SCHEDULE FOR SPACING. 2. JUTE EROSION CONTROL MAT TO BE USED ON ALL SLOPES 3:1 OR GREATER.ACOMPACTED SUBGRADE PREPARED PLANTING SOIL MIX 3" DEPTH BARK MULCH, INSTALLED BEFORE PLANTING FINISHED GRADE HERBACEOUS PERENNIAL PLANTS, SEE PLANS HERBACEOUS PERENNIAL SPACING TABLE PLANT SPACING "A" PLANT SPACING "B"PLANTS AREA UNIT 6" O.C.5.2"4.61 1 SQ. FT. 8" O.C.6.93"2.6 1 SQ. FT. 10" O.C.8.66"1.66 1 SQ. FT. 12" O.C.10.4"1.15 1 SQ. FT. LOAM AND SEED, TYP. SCALE: N.T.S.1 DECIDUOUS TREE PLANTING, TYP. SCALE: N.T.S.3 SHRUB PLANTING, TYP. SCALE: N.T.S.4 HERBACEOUS PERENNIAL PLANTING, TYP. SCALE: N.T.S.2 EVERGREEN TREE PLANTING, TYP. SCALE: N.T.S.5 3 X DIA. OF ROOTBALL UNLESS OTHERWISE SPECIFIED NOTES: 1. IF ROOTBALL IS PACKAGED IN "PLASTIC BURLAP" OR TREATED BURLAP, REMOVE BURLAP COMPLETELY. 2. WATER THOROUGHLY AFTER INSTALLATION AT RATE OF 3-5 GALLONS/INCH CALIPER.DEPTH OFROOTBALL ROOTBALL VARIES DO NOT CUT OR DAMAGE LEADER, THE CENTRAL TREE ELADER IS CHARACTERIZED BY ONE MAIN, UPRIGHT TRUNK 3" DEPTH HARDWOOD BARK MULCH. KEEP 3" AWAY FROM TRUNK FORM 4" HIGH TOPSOIL SAUCER TRUNK FLARE REMOVE TOP 12-IN. TO 16-IN. OF ALL VISIBLE ROPE AND BURLAP BEFORE BACKFILLING. CUT AND REMOVE WIRE BASKETS COMPLETELY FROM SIDES SET LEADER PLUMB CROWN OF BALL TO BE ABOVE FINISHED GRADE, TRUNK FLARE SHALL BE READILY VISIBLE UNDISTURBED SUBGRADE OR COMPACTED FILL BACKFILL IN 9" LIFTS WITH TOPSOIL SET ROOTBALL ON TOP OF UNDISTURBED SOIL PEDESTAL TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Project: NEW DPW FACILITY AUGUST 2, 2019Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: BH JSP JSP Seal: Revisions: Rev Date Description Consultants: W&S Project No:2170117 WESTON & SAMPSON COPYRIGHT 2018 NORTH PERMITTINGIssued For: NOT FOR CONSTRUCTION KSK DPB DPB FLAGPOLE DETAIL SCALE: N.T.S.6 UP UP DN 1 1 2 2 3 3 4 4 5 5 8 8 6 6 9 9 10 10 8.2 8.2 11 11 12 12 13 13 A.1 A.1 A A B.2 B.2 8.5 9.8 10.3 13.1 15 B.8 D D C 12.311.3 G G H H I.1 I.1 J J F F E E K K L L I I C.5 147 7 B B 6.5 J.5J.5 8.9 14.3 9.4 7.3 7.3 3 A301. 4 A301. 1 A301. 2 A301. 1 A302. 2 A302. 3 A302. 4 A302. EQUIP STORAGE DPW EQUIP STORAGE POLICE ENTRY / VESTIBULE 101 CONFERENCE ROOM 102 DIRECTOR OFFICE 103 OFFICE MGR 104 CEMETERY OFFICE 105 TOWN ENGINEER 106 HIGHWAY SUPER. 107 GROUNDS SUPER. 108STOR. 109 FILE STORAGE 110 FEMALE TOILET 111 MALE TOILET 112 TABLE AND COT STORAGE 113 TRAINING / STORM EVENT ROOM 114 HIGHWAY SMALL ENGINE REPAIR SHOP 120 PARKS MOWER REPAIR SHOP 121 SHARED GENERAL WORKSHOP 122 FACILITIES CARPENTRY SHOP 123 SIGN SHOP 124 MUSTER ROOM / TRAINING 125 STORM EVENT OFFICE 126 ENTRY VESTIBULE 127 PARKS SUPERVISOR OFFICE 128 KITCHEN AREA 129 ENGINEERING OPEN OFFICE 131 ADMIN AREA 132 COPY/ FILE/ MAIL AREA 133 MECHANICAL ROOM 134 ELECTRICAL ROOM 135 VEHICLE AND EQUIPMENT STORAGE 136 PARTS ROOM 137 FLUIDS ROOM 138 MECHANICS OFFICE 140 DPW VEHICLE MAINTENANCE 141 POLICE DEPARTMENT VEHICLE MAINTENANCE 142 WASH EQUIP 143 WASH BAY 144 PPE STOR 116 TEL/DATA 115 CL 130 JAN. CL 119 MEN'S LOCKER ROOM 117 WOMEN'S LOCKER ROOM 118 CORRIDOR 145 222' - 7" 5' - 9" 18' - 6" 18' - 6"30' - 9"28' - 0"28' - 0"28' - 0"28' - 11"21' - 1" 20' - 10" 2' - 9" 12' - 3" 15' - 0"25' - 3"10' - 9"8' - 1"8' - 1"1' - 5"231' - 8"29' - 0"29' - 0"21' - 0"18' - 0"18' - 0"28' - 0"15' - 0"14' - 4"20' - 0"19' - 4"20' - 0"11' - 0"8"2' - 0"1' - 0"EXTERIOR WALL ASSEMBLY - TYPE 3 56' - 0" EXTERIOR WALL ASSEMBLY - TYPE 2 74' - 0" EXTERIOR WALL ASSEMBLY - TYPE 2 42' - 0"EXTERIOR WALL ASSEMBLY - TYPE 378' - 0 1/2"EXTERIOR WALL ASSEMBLY - TYPE 193' - 4"117' - 8" 25' - 4"26' - 7"21' - 7" 20' - 8"23' - 6"EXTERIOR WALL ASSEMBLY - TYPE 280' - 6"EXTERIOR WALL ASSEMBLY - TYPE 2 42' - 8" TOILET 139 EXTERIOR WALL ASSEMBLY - TYPE 1 52' - 4" EXTERIOR WALL ASSEMBLY - TYPE 1 91' - 11 11/16" EXTERIOR WALL ASSEMBLY - TYPE 4 25' - 8 5/16" EXTERIOR WALL ASSEMBLY - TYPE 1 129' - 9 1/8" EXTERIOR WALL ASSEMBLY - TYPE 4 25' - 6 5/8" EXTERIOR WALL ASSEMBLY - TYPE 1 143' - 4" 1D SCALE: AS NOTED Weston & Sampson Engineers, Inc. 100 Foxborough Boulevard Suite 250 Foxborough, MA 02035 (508) 698-3034 (800) SAMPSON www.westonandsampson.com Project: Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: Seal: Revisions: Rev Date Description Consultants: W&S Project No: WESTON & SAMPSON COPYRIGHT 2019 PROJECT TRUE Issued For: A B C TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02673 NEW DPW FACILITY AUGUST 2, 2019 OVERALL FLOOR PLAN A101. BPM MP DGT 2170117-E PERMITTING 3/32" = 1'-0" OVERALL FLOOR PLAN NOT FOR CONSTRUCTION WALL PANEL TYPES LEGEND: CMU VENEER LEGEND: CONTROL JOINT LOCATION CJ EXTENTS OF WALL PANEL - WP-1, INSULATED WALL PANELS TYPE 1 - STANDARD GROUND FACE MASONRY BLOCK: 8" X 16" MINERAL FIBER CEMENT LAP SIDING WITH 6" EXPOSURE MINERAL FIBER CEMENT SHINGLE WALL PANEL SIDING MINERAL FIBER CEMENT SMOOTH WALL PANEL SIDING MINERAL FIBER CEMENT LAP SIDING WITH 8" EXPOSURE ADMIN FLOOR 0' -0" CANOPY EAVE 18' -0" ADMIN EAVE 15' -4" SHOPS EAVE 23' -0" MEZZANINE 12' -0" VEHICLE STORAGE FLOOR -1' -0" VEHICLE MAINT EAVE 29' -0" 910111213 8.59.810.313.115 12.3 11.314 8.914.3 9.4 VEHICLE MAINTENANCE MEZZANINE 11' -0"MATCHLINE2/A301SNOWGUARDS, TYP. CMU VENEER WALL ASSEMBLY FIBER CEMENT LAP SIDING WALL ASSEMBLY STANDING SEAM METAL ROOF ASSEMBLY ALUM GUTTER AND DOWNSPOUT FINISH GRADE SKYLIGHT, TYP. SNOWGUARDS, TYP. STANDING SEAM METAL ROOF ASSEMBLY ROOF ACCESS LADDER FIBER CEMENT WALL ASSEMBLY CMU VENEER WALL ASSEMBLY VERTICAL METAL PANEL WALL ASSEMBLY 2:122:1 2 2:122:1 2 FIBER CEMENT SHINGLE WALL ASSEMBLY TOWN SEAL, SEE A9.31 FOR DETAILS PANELIZED FIBER CEMENT BOARD WALL ASSEMBLY CAST ALUMINUM LETTERING, SEE A931 FOR DETAILS FIBER CEMENT SHINGLE WALL ASSEMBLY DS DS DS DS DS DS DS ALUM DOWNSPOUT AND GUTTER FASCIA 8" WATER TABLE TRIM CJ ADMIN FLOOR 0' -0" CANOPY EAVE 18' -0" ADMIN EAVE 15' -4" SHOPS EAVE 23' -0" MEZZANINE 12' -0" VEHICLE STORAGE FLOOR -1' -0" VEHICLE MAINT EAVE 29' -0" 12345868.28.5 7 6.57.3 VEHICLE MAINTENANCE MEZZANINE 11' -0"MATCHLINE1/A301FINISH GRADE CMU VENEER WALL ASSEMBLY VERTICAL METAL PANEL WALL ASSEMBLY ALUM GUTTER AND DOWNSPOUT STANDING SEAM METAL ROOF ASSEMBLY SKYLIGHT SNOWGUARD, TYP. DS DSDSDSDSDS ADMIN FLOOR 0' -0" CANOPY EAVE 18' -0" ADMIN EAVE 15' -4" SHOPS EAVE 23' -0" MEZZANINE 12' -0" VEHICLE STORAGE FLOOR -1' -0" A.1 AB.2 B VEHICLE MAINTENANCE MEZZANINE 11' -0" STANDING SEAM METAL ROOF ASSEMBLY FIBER CEMENT WALL ASSEMBLY CMU VENEER WALL ASSEMBLY SNOWGUARD, TYP. ADMIN FLOOR 0' -0" CANOPY EAVE 18' -0" ADMIN EAVE 15' -4" SHOPS EAVE 23' -0" MEZZANINE 12' -0" VEHICLE STORAGE FLOOR -1' -0" VEHICLE MAINT EAVE 29' -0" A.1 AB.2B.8DCGHI.1J F EKLI C.5 BJ.5 VEHICLE MAINTENANCE MEZZANINE 11' -0" FINISH GRADE CMU VENEER WALL ASSEMBLY FIBER CEMENT WALL ASSEMBLY SNOWGUARD, TYP. FINISH GRADE VERTICAL METAL PANEL WALL ASSEMBLY SKYLIGHT, TYP.ROOF ACCESS LADDER 2 :1 2 2:122:1 2 ROOF ACCESS LADDER2:12 CMU VENEER WALL ASSEMBLY ROOF ACCESS HATCH DS DS DS DS DS DS DS DS SCALE: AS NOTED Weston & Sampson Engineers, Inc. 100 Foxborough Boulevard Suite 250 Foxborough, MA 02035 (508) 698-3034 (800) SAMPSON www.westonandsampson.com Project: Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: Seal: Revisions: Rev Date Description Consultants: W&S Project No: WESTON & SAMPSON COPYRIGHT 2019 Issued For: TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02673 NEW DPW FACILITY AUGUST 2, 2019 BUILDING ELEVATIONS I A301. BPM MP DGT 2170117-E PERMITTING 1/8" = 1'-0"1 PARTIAL BUILDING ELEVATION - NORTH "A" 1/8" = 1'-0"2 PARTIAL BUILDING ELEVATION - NORTH "B" 1/8" = 1'-0"3 EAST ELEVATION - SHOP 1/8" = 1'-0"4 EAST EXTERIOR ELEVATION NOT FOR CONSTRUCTION WALL PANEL TYPES LEGEND: CMU VENEER LEGEND: CONTROL JOINT LOCATION CJ EXTENTS OF WALL PANEL - WP-1, INSULATED WALL PANELS TYPE 1 - STANDARD GROUND FACE MASONRY BLOCK: 8" X 16" MINERAL FIBER CEMENT LAP SIDING WITH 6" EXPOSURE MINERAL FIBER CEMENT SHINGLE WALL PANEL SIDING MINERAL FIBER CEMENT SMOOTH WALL PANEL SIDING MINERAL FIBER CEMENT LAP SIDING WITH 8" EXPOSURE ADMIN FLOOR 0' -0" CANOPY EAVE 18' -0" ADMIN EAVE 15' -4" SHOPS EAVE 23' -0" MEZZANINE 12' -0" VEHICLE STORAGE FLOOR -1' -0" VEHICLE MAINT EAVE 29' -0" 1 2 3 4 5 86 8.276.5 7.3 VEHICLE MAINTENANCE MEZZANINE 11' -0"MATCHLINE2/A302STANDING SEAM METAL ROOF ASSEMBLY SKYLIGHT. TYP.SNOWGUARD, TYP. VERTICAL METAL PANEL WALL ASSEMBLY CMU VENEER WALL ASSEMBLY FINISH GRADE ALUM GUTTER AND DOWNSPOUT DSDSDS DS DS DS ADMIN FLOOR 0' -0" CANOPY EAVE 18' -0" ADMIN EAVE 15' -4" SHOPS EAVE 23' -0" MEZZANINE 12' -0" VEHICLE STORAGE FLOOR -1' -0" VEHICLE MAINT EAVE 29' -0" 8 9 108.2 11 12 138.5 9.8 10.3 13.1 1512.311.3 14 8.9 14.39.4 VEHICLE MAINTENANCE MEZZANINE 11' -0"MATCHLINE1/A302FIBER CEMENT WALL ASSEMBLY CMU VENEER WALL ASSEMBLY FINISH GRADE SNOWGUARD, TYP. ROOF ACCESS LADDER SKYLIGHT, TYP. STANDING SEAM METAL ROOF ASSEMBLY ROOF ACCESS HATCH OPEN CANOPY CJ CJ CJ CJ CJ FIBER CEMENT SHINGLE WALL ASSEMBLY ADMIN FLOOR 0' -0" ADMIN EAVE 15' -4" A.1A B.2B CANOPY ALUM GUTTER AND DOWNSPOUT SNOWGUARD, TYP. STANDING SEAM METAL ROOF ASSEMBLY FIBER CEMENT LAP SIDING WALL ASSEMBLY CMU VENEER WALL ASSEMBLY ADMIN FLOOR 0' -0" CANOPY EAVE 18' -0"ADMIN EAVE 15' -4" SHOPS EAVE 23' -0" MEZZANINE 12' -0" VEHICLE STORAGE FLOOR -1' -0" VEHICLE MAINT EAVE 29' -0" A.1A B.2 B.8 DC G H I.1 JFE K LIC.5B J.5 VEHICLE MAINTENANCE MEZZANINE 11' -0" 2 :1 2 2:12 2:122:1 2 SNOWGUARD, TYP. STANDING SEAM METAL ROOF ASSEMBLY ALUM GUTTER AND DOWNSPOUT FINISH GRADE CMU VENEER WALL ASSEMBLY VERTICAL METAL PANEL WALL ASSEMBLY FIBER CEMENT WALL ASSEMBLY CMU VENEER WALL ASSEMBLY ROOF ACCESS LADDER ALUM GUTTER AND DOWNSPOUT DS DS DS DS SCALE: AS NOTED Weston & Sampson Engineers, Inc. 100 Foxborough Boulevard Suite 250 Foxborough, MA 02035 (508) 698-3034 (800) SAMPSON www.westonandsampson.com Project: Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: Seal: Revisions: Rev Date Description Consultants: W&S Project No: WESTON & SAMPSON COPYRIGHT 2019 Issued For: TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02673 NEW DPW FACILITY AUGUST 2, 2019 BUILDING ELEVATIONS II A302. BPM MP DGT 2170117-E PERMITTING 1/8" = 1'-0"1 PARTIAL BUILDING ELEVATION - SOUTH "A" 1/8" = 1'-0"2 PARTIAL BUILDING ELEVATION - SOUTH "B" 1/8" = 1'-0"3 WEST ELEVATION - ADMIN 1/8" = 1'-0"4 WEST EXTERIOR ELEVATION NOT FOR CONSTRUCTION SCALE: AS NOTED Weston & Sampson Engineers, Inc. 100 Foxborough Boulevard Suite 250 Foxborough, MA 02035 (508) 698-3034 (800) SAMPSON www.westonandsampson.com Project: Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: Seal: Revisions: Rev Date Description Consultants: W&S Project No: WESTON & SAMPSON COPYRIGHT 2019 PROJECT TRUE Issued For: A B C NEW DPW FACILITY 507 BUCK ISLAND ROAD YARMOUTH, MA 02673 TOWN OF YARMOUTH AUGUST 2, 2019 CODE SHEET LS0.00 KL JP JP 2170117-E PERMITTING NOT FOR CONSTRUCTION UP UP DN   STST STSTST STST OCCUPANT LOAD BLOCK EXIT BLOCK EXIT DESIGNATION OCCUPANT LOAD ROOM NAME AREA (SF) OCCUPANT LOAD FACTOR LIFE SAFETY LEGEND WALL RATINGS SHOWN FOLLOWED BY OPENING PROTECTION REQUIREMENTS IN PARENTHESIS EXIT 1 SAMPLE ROOM 1,000 100 10 XX' TRAVEL DISTANCE WALL RATINGS SMOKE TIGHT CONSTRUCTION (NON-RATED) . . . . 1-HOUR FIRE PARTITION (20 MIN) . . . . . . . . . . . . . . . 2-HOUR FIRE BARRIER (90 MIN.) . . . . . . . . . . . . . . . . . ST   TRAVEL DISTANCE TO EXIT EQUIP STORAGE DPW EQUIP STORAGE POLICE ENTRY / VESTIBULE 101 CONFERENCE ROOM 102 DIRECTOR OFFICE 103 OFFICE MGR 104 CEMETERY OFFICE 105 TOWN ENGINEER 106 HIGHWAY SUPER. 107 GROUNDS SUPER. 108STOR. 109 FILE STORAGE 110 FEMALE TOILET 111 MALE TOILET 112 TABLE AND COT STORAGE 113 TRAINING / STORM EVENT ROOM 114 HIGHWAY SMALL ENGINE REPAIR SHOP 120 PARKS SMALL EQUIPMENT MAINT. SHOP 121 SHARED GENERAL WORKSHOP 122 FACILITIES CARPENTRY SHOP 123 SIGN SHOP 124 MUSTER ROOM / TRAINING 125 STORM EVENT OFFICE 126 ENTRY VESTIBULE 127 PARKS SUPERVISOR OFFICE 128 KITCHEN AREA 129 ENGINEERING OPEN OFFICE 131 ADMIN AREA 132 COPY/ FILE/ MAIL AREA 133 MECHANICAL ROOM 134 ELECTRICAL ROOM 135 VEHICLE AND EQUIPMENT STORAGE 136 PARTS ROOM 137 FLUIDS ROOM 138MECHANICS OFFICE 140 DPW VEHICLE MAINTENANCE 141POLICE DEPARTMENT VEHICLE MAINTENANCE 142 WASH EQUIP 143 WASH BAY 144 PPE STOR 116 TEL/DATA 115 CL 130 JAN. CL 119 MEN'S LOCKER ROOM 117 WOMEN'S LOCKER ROOM 118 CORRIDOR 145 TOILET 139 6,100 VEHICLE MAINTENANCE 200 31 1,060 PARTS STORAGE 300 4 16,829 VEHICLE STORAGE 300 57 4,812 OFFICE 100 49 347 WOMEN'S LOCKER ROOM 50 7 622 TRAINING ROOM 15 42 EXIT 10 EXIT 1 EXIT 12 EXIT 11 EXIT 8 EXIT 7 EXIT 6 EXIT 5 EXIT 4 EXIT 3 EXIT 2 99' -3" 105' -6" 1,331 WASH BAY 200 7 4,156 SHOP 100 42 206 CONFERENCE 15 14 260 FLUID STORAGE 300 1 608 MEN'S LOCKER ROOM 50 13 EXIT 9 SCALE: AS NOTED Weston & Sampson Engineers, Inc. 100 Foxborough Boulevard Suite 250 Foxborough, MA 02035 (508) 698-3034 (800) SAMPSON www.westonandsampson.com Project: Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: Seal: Revisions: Rev Date Description Consultants: W&S Project No: WESTON & SAMPSON COPYRIGHT 2019 PROJECT TRUE Issued For: A B C NEW DPW FACILITY 507 BUCK ISLAND ROAD YARMOUTH, MA 02673 TOWN OF YARMOUTH AUGUST 2, 2019 FIRST FLOOR & MEZZANINE LIFE SAFETY PLAN LS1.01 KL JP JP 2170117-E PERMITTING EXIT CAPACITY SUMMARY TABLE - FIRST FLOOR EXIT # DOOR WIDTH (INCHES) DOOR CAPACITY (PERSONS) STAIR WIDTH (INCHES) STAIR CAPACITY (PERSONS) LIMITING CAPACITY (PERSONS) ACTUAL USE (PERSONS) EXIT 1 34 226 226 23 EXIT 2 34 226 226 23 EXIT 3 34 226 226 23 EXIT 4 34 226 226 23 EXIT 5 34 226 226 23 EXIT 6 34 226 226 23 EXIT 7 34 226 226 24 EXIT 8 34 226 226 24 EXIT 9 34 226 226 24 EXIT 10 34 226 226 24 EXIT 11 34 226 226 24 EXIT 12 34 226 226 24 2,712 282 OCCUPANT LOAD SUMMARY TABLE - FIRST FLOOR FUNCTION OF SPACE AREA (SF) OCCUPANT LOAD FACTOR OCCUPANT LOAD CONFERENCE 206 SF 15 SF 14 TRAINING ROOM 622 SF 15 SF 42 MEN'S LOCKER ROOM 608 SF 50 SF 13 WOMEN'S LOCKER ROOM 347 SF 50 SF 7 OFFICE 4,812 SF 100 SF 49 SHOP 4,156 SF 100 SF 42 VEHICLE MAINTENANCE 6,100 SF 200 SF 31 WASH BAY 1,331 SF 200 SF 7 FLUID STORAGE 260 SF 300 SF 1 MEZZANINE 1 1,357 SF 300 SF 5 MEZZANINE 2 1,014 SF 300 SF 4 MEZZANINE 3 1,719 SF 300 SF 6 PARTS STORAGE 1,060 SF 300 SF 4 VEHICLE STORAGE 16,829 SF 300 SF 57 40,419 SF 282 1/16" = 1'-0"1 FIRST FLOOR NOT FOR CONSTRUCTION DN OCCUPANT LOAD BLOCK EXIT BLOCK EXIT DESIGNATION OCCUPANT LOAD ROOM NAME AREA (SF) OCCUPANT LOAD FACTOR LIFE SAFETY LEGEND WALL RATINGS SHOWN FOLLOWED BY OPENING PROTECTION REQUIREMENTS IN PARENTHESIS EXIT 1 SAMPLE ROOM 1,000 100 10 XX' TRAVEL DISTANCE WALL RATINGS SMOKE TIGHT CONSTRUCTION (NON-RATED) . . . . 1-HOUR FIRE PARTITION (20 MIN) . . . . . . . . . . . . . . . 2-HOUR FIRE BARRIER (90 MIN.) . . . . . . . . . . . . . . . . . ST   TRAVEL DISTANCE TO EXIT WASH EQUIP 143 WASH BAY 144 DPW VEHICLE MAINTENANCE MEZZANINE 3 147 VEHICLE AND EQUIPMENT STORAGE MEZZANINE 2 148 VEHICLE AND EQUIPMENT STORAGE MEZZANINE 1 149 1,357 MEZZANINE 1 300 5 1,719 MEZZANINE 3 300 6 STAIR 1 STAIR 2 1,014 MEZZANINE 2 300 4 166' -9" 132' -0" SCALE: AS NOTED Weston & Sampson Engineers, Inc. 100 Foxborough Boulevard Suite 250 Foxborough, MA 02035 (508) 698-3034 (800) SAMPSON www.westonandsampson.com Project: Date: Drawn By: Reviewed By: Approved By: Drawing Title: Sheet Number: Seal: Revisions: Rev Date Description Consultants: W&S Project No: WESTON & SAMPSON COPYRIGHT 2019 PROJECT TRUE Issued For: A B C NEW DPW FACILITY 507 BUCK ISLAND ROAD YARMOUTH, MA 02673 TOWN OF YARMOUTH AUGUST 2, 2019 MEZZANINE LIFE SAFETY PLAN LS1.02 KL JP JP 2170117-E PERMITTING EXIT CAPACITY SUMMARY TABLE - MEZZANINE EXIT # DOOR WIDTH (INCHES) DOOR CAPACITY (PERSONS) STAIR WIDTH (INCHES) STAIR CAPACITY (PERSONS) LIMITING CAPACITY (PERSONS) ACTUAL USE (PERSONS) STAIR 1 42 210 210 5 STAIR 2 42 210 210 10 420 15 OCCUPANT LOAD SUMMARY TABLE - MEZZANINE FUNCTION OF SPACE AREA (SF) OCCUPANT LOAD FACTOR OCCUPANT LOAD MEZZANINE 1 1,357 SF 300 SF 5 MEZZANINE 2 1,014 SF 300 SF 4 MEZZANINE 3 1,719 SF 300 SF 6 4,089 SF 15 1/16" = 1'-0"1 MEZZANINE NOT FOR CONSTRUCTION