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Home My WebLink AboutOcean Street NOI 5-28-2024 NOTICE OF INTENT OCEAN STREET SIDEWALK PROJECT Town of Barnstable Department of Public Works May 28, 2024 TABLE OF CONTENTS Project Area……………………………………………………………………………….Page 1 Existing Conditions……………………………………………………………………….Page 2 Project Objectives/Scope………………………………………………………………..Page 2 Resource Areas…………………………………………………………………………..Page 3 Mitigation Measures……………………………………………………………………...Page 4 LIST OF APPENDICES Appendix A: WPA Form 3 – Notice of Intent, NOI Wetland Fee Transmittal Form, and Chapter 707 Checklist Appendix B: Project Plans Appendix C: Project Location and Environmental Maps Appendix D: Abutters List, Map, and Notification Letter Appendix E: Stormwater Checklist and Report Project Area Ocean Street is located in the Village of Hyannis, from Main Street on the north to Hawes Avenue on the south. This project is in the southern half of Ocean Street. Land uses in this area are predominantly residential (single family homes and condominiums), recreational (Veterans Park Beach and Kalmus Beach), and undeveloped land (on most of the Kalmus Beach property and in a salt marsh across the street). The southern limit of the project is at the intersection of Ocean Street & Hawes Avenue, adjacent to Kalmus Beach (670 Ocean Street); the northern limit is at the north driveway for the John F. Kennedy Memorial (480 Ocean Street). The project length is approximately 2,500 feet (one-half mile), following the road alignment. All of the work will be on Town properties or within Town roadways. A majority of the work will be performed along the east side of Ocean Street. Figure 1 below shows the project area and provides a generalized schematic of the major types of improvements planned. Figure 1: Project Area and Primary Improvements Planned Existing Conditions Ocean Street is a two-lane road with lane widths approximately 10-feet wide. It is functionally classified as a minor arterial north of Gosnold Street and a local road south of Gosnold Street. The statutory speed limit is 30 MPH. There is a four-way stop at the intersection of Ocean Street, Gosnold Street, and the driveway to Veterans Park Beach. A curbed sidewalk is present on the west side of Ocean Street from the northern extent of this project (across from JFK Memorial) to Gosnold Street. There are currently no other dedicated pedestrian facilities within the project area, and no dedicated bicycle facilities. The existing driveway at Kalmus Beach is located on a sharp curve at the corner of Ocean Street & Hawes Avenue. The roadway geometry and other conditions at this corner significantly limit drivers’ sight distances. There is a gap in the watermain between its terminus just south of The Yachtsman condominiums (500 Ocean Street) and its other terminus at the intersection of Ocean Street & Hawes Avenue. This limits water pressure and requires more frequent flushing to maintain water quality. Project Objectives/Scope The project objectives are to improve public safety and accessibility, extend the watermain to close the existing gap, and avoid/minimize environmental impacts. Proposed scopes of work addressing these objectives are outlined below: • Improve public safety and accessibility: o Construct shared use paths to serve pedestrians and bycyclists where feasible (that is, along the Town properties at 480 and 670 Ocean Street ). o Construct curbed sidewalks where that is the next-best feasible option (that is, in front of a couple houses where parking is not an issue). o Improve road shoulders for pedestrian use where that is the only feasible option (that is, along both sides of the road at the condominiums). o Install a raised crosswalk on Ocean Street south of the condos. o Improve traffic signs and pavement markings. o Install additional street lights matching the existing street lights in this area. o Construct a new driveway and sidewalk to Kalmus Beach at a location where there are sufficient sight distances for safe turning movements. • Improve the water system o Construct a watermain extension to create a looped system, improving water pressure and reducing routine maintenance. o Install an additional fire hydrant as requested by the fire district. • Avoid/minimize environmental impacts o Avoid altering wetlands and other resource areas. o Require the contractor to install appropriate erosion and sediment controls and follow trench dewatering best practices. o Infiltrate stormwater runoff where feasible. o Remove excess pavement and replace with a pervious surface when the current beach driveway at the corner of Ocean Street & Hawes Avenue is replaced by a new driveway north of the Kalmus Beach sewer pump station. o Minimize tree removals and plant replacement trees if appropriate. Associated work is planned to include repaving where necessary, drainage adjustments/repairs where necessary, a new gate at the beach driveway, adding vegetative screening along the sewer pump station fence where feasible, timber fencing/ timber guardrail along parts of the shared use path, a windsurfing rigging area, and a rinse station. Resource Areas The project includes: • alterations within the buffer zones of bordering vegetative wetlands, coastal dunes, coastal banks, and salt marshes1; • alterations to land subject to coastal storm flowage; and • alterations to land within the estimated habitat of rare wildlife. The Project has been designed to comply with the standards of the Massachusetts Wetland Protection Act Regulations and the Barnstable Wetland Bylaws, and to meet Massachusetts Stormwater Regulations. 1 Resource areas at Snow’s Creek were characterized and delineated by Green Seal Environmental, Inc. on May 1, 2013, and elsewhere in the project by Sabatia, Inc. on February 25, 2020. Based on our review of 310 CMR 10.00: Wetlands Protection, and the Barnstable Wetlands Bylaws, the proposed work activities are subject to the filing of a Notice of Intent with the Barnstable Conservation Commission, the Massachusetts Department of Environmental Protection, and MassWildlife's Natural Heritage & Endangered Species Program. Mitigation Measures In order to mitigate impacts to wetland resource areas during construction activities, best management practices will be utilized as follows: • Sedimentation control devices such as stabilized construction entrances will be provided at all construction exits to reduce tracking of sediment beyond the work area. • Inlet protection (silt sacks) will be installed at all existing drainage inlets prior to construction. • Erosion and sedimentation control devices will be inspected daily during construction. • Dewatering activities will use a dewatering bag at the pump discharge for sediment control and water quality. Filter socks will surround the bag to prevent erosion. • Disturbed areas will be limited to the areas within the limit of work. The limits of work are minimized to the extent practicable. • All disturbed areas will be stabilized and restored to original conditions with loam and seed after construction. • Aggregate stockpiles (sand, gravel, and stone) will not be maintained within wetland resource areas or their respective buffer zones. Appendix A: WPA Form 3 – Notice of Intent NOI Wetland Fee Transmittal Form Chapter 707 Checklist wpaform3.doc • rev. 6/18/2020 Page 1 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Town of Barnstable City/Town Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Note: Before completing this form consult your local Conservation Commission regarding any municipal bylaw or ordinance. A. General Information 1. Project Location (Note: electronic filers will click on button to locate project site): Ocean Street town right-of-way from #480 to #670, and on Town properties at #480 and #670 a. Street Address Hyannis b. City/Town 02601 c. Zip Code Latitude and Longitude: 41.638961 (at project midpoint) d. Latitude -70.280048 (at project midpoint) e. Longitude 324 f. Assessors Map/Plat Number 324038 and 324041 g. Parcel /Lot Number 2. Applicant: Paul a. First Name Graves b. Last Name Town of Barnstable, Department of Public Works c. Organization 382 Falmouth Road d. Street Address Hyannis e. City/Town MA f. State 02601 g. Zip Code 508-790-6400 h. Phone Number 508-790-6406 i. Fax Number Paul.Graves@town.barnstable.ma.us j. Email Address 3. Property owner (required if different from applicant): Check if more than one owner Mark a. First Name Ells b. Last Name Town of Barnstable, Town Manager c. Organization 367 Main Street d. Street Address Hyannis e. City/Town MA f. State 02601 g. Zip Code 508-862-4610 h. Phone Number 508-790-6226 i. Fax Number Mark.Ells@town.barnstable.ma.us j. Email address 4. Representative (if any): a. First Name b. Last Name c. Company d. Street Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): Exempt a. Total Fee Paid Exempt b. State Fee Paid Exempt c. City/Town Fee Paid wpaform3.doc • rev. 6/18/2020 Page 2 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Town of Barnstable City/Town A. General Information (continued) 6. General Project Description: Construct sidewalks and shared use paths, a raised crosswalk, and drainage improvements, install new/additional street lights, construct new driveway and drainage at Kalmus Beach, close existing driveway at Kalmus Beach, install guardrails, construct watermain extension, repave sections of Ocean Street, replace/install signs and pavement markings, and associated work. 7a. Project Type Checklist: (Limited Project Types see Section A. 7b.) 1. Single Family Home 2. Residential Subdivision 3. Commercial/Industrial 4. Dock/Pier 5. Utilities 6. Coastal engineering Structure 7. Agriculture (e.g., cranberries, forestry) 8. Transportation 9. Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project (including Ecological Restoration Limited Project) subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? 1. Yes No If yes, describe which limited project applies to this project. (See 310 CMR 10.24 and 10.53 for a complete list and description of limited project types) Construction of underground utilities per 310 CMR 10.24(7)(b); maintenance and improvement of existing public roadways per 310 CMR 10.24(7)(c)1 2. Limited Project Type If the proposed activity is eligible to be treated as an Ecological Restoration Limited Project (310 CMR10.24(8), 310 CMR 10.53(4)), complete and attach Appendix A: Ecological Restoration Limited Project Checklist and Signed Certification. 8. Property recorded at the Registry of Deeds for: Barnstable a. County C8638 b. Certificate # (if registered land) 0435 c. Book 0513 d. Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. Buffer Zone Only – Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. wpaform3.doc • rev. 6/18/2020 Page 3 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Town of Barnstable City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d) For all projects affecting other Resource Areas, please attach a narrative explaining how the resource area was delineated. Resource Area Size of Proposed Alteration Proposed Replacement (if any) a. Bank 1. linear feet 2. linear feet b. Bordering Vegetated Wetland 0 1. square feet 2. square feet c. Land Under Waterbodies and Waterways 0 1. square feet 2. square feet 3. cubic yards dredged Resource Area Size of Proposed Alteration Proposed Replacement (if any) d. Bordering Land Subject to Flooding 1. square feet 2. square feet 3. cubic feet of flood storage lost 4. cubic feet replaced e. Isolated Land Subject to Flooding 1. square feet 2. cubic feet of flood storage lost 3. cubic feet replaced f. Riverfront Area 1. Name of Waterway (if available) - specify coastal or inland 2. Width of Riverfront Area (check one): 25 ft. - Designated Densely Developed Areas only 100 ft. - New agricultural projects only 200 ft. - All other projects 3. Total area of Riverfront Area on the site of the proposed project: square feet 4. Proposed alteration of the Riverfront Area: a. total square feet b. square feet within 100 ft. c. square feet between 100 ft. and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI? Yes No 6. Was the lot where the activity is proposed created prior to August 1, 1996? Yes No 3. Coastal Resource Areas: (See 310 CMR 10.25-10.35) Note: for coastal riverfront areas, please complete Section B.2.f. above. wpaform3.doc • rev. 6/18/2020 Page 4 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Town of Barnstable City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d) Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. Resource Area Size of Proposed Alteration Proposed Replacement (if any) a. Designated Port Areas Indicate size under Land Under the Ocean, below b. Land Under the Ocean 1. square feet 2. cubic yards dredged c. Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. Coastal Beaches 1. square feet 2. cubic yards beach nourishment e. Coastal Dunes 0 1. square feet 2. cubic yards dune nourishment Size of Proposed Alteration Proposed Replacement (if any) f. Coastal Banks 0 1. linear feet g. Rocky Intertidal Shores 1. square feet h. Salt Marshes 0 1. square feet 2. sq ft restoration, rehab., creation i. Land Under Salt Ponds 1. square feet 2. cubic yards dredged j. Land Containing Shellfish 1. square feet k. Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1. cubic yards dredged l. Land Subject to Coastal Storm Flowage 54200 1. square feet 4. Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. a. square feet of BVW b. square feet of Salt Marsh 5. Project Involves Stream Crossings a. number of new stream crossings b. number of replacement stream crossings wpaform3.doc • rev. 6/18/2020 Page 5 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Town of Barnstable City/Town C. Other Applicable Standards and Requirements This is a proposal for an Ecological Restoration Limited Project. Skip Section C and complete Appendix A: Ecological Restoration Limited Project Checklists – Required Actions (310 CMR 10.11). Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)? To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://maps.massgis.state.ma.us/PRI_EST_HAB/viewer.htm. a. Yes No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 1 Rabbit Hill Road Westborough, MA 01581 Phone: (508) 389-6360 March 10, 2024 b. Date of map If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18). To qualify for a streamlined, 30-day, MESA/Wetlands Protection Act review, please complete Section C.1.c, and include requested materials with this Notice of Intent (NOI); OR complete Section C.2.f, if applicable. If MESA supplemental information is not included with the NOI, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review (unless noted exceptions in Section 2 apply, see below). c. Submit Supplemental Information for Endangered Species Review 1. Percentage/acreage of property to be altered: (a) within wetland Resource Area 0.00% / 0.00 acres percentage/acreage (b) outside Resource Area 0.23% / 0.11 acre percentage/acreage 2. Assessor’s Map or right-of-way plan of site 2. Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work  (a) Project description (including description of impacts outside of wetland resource area & buffer zone) (b) Photographs representative of the site  Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review (see https://www.mass.gov/ma- endangered-species-act-mesa-regulatory-review). Priority Habitat includes habitat for state-listed plants and strictly upland species not protected by the Wetlands Protection Act.  MESA projects may not be segmented (321 CMR 10.16). The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. wpaform3.doc • rev. 6/18/2020 Page 6 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Town of Barnstable City/Town C. Other Applicable Standards and Requirements (cont’d) (c) MESA filing fee (fee information available at https://www.mass.gov/how-to/how-to-file-for- a-mesa-project-review). Make check payable to “Commonwealth of Massachusetts - NHESP” and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: (d) Vegetation cover type map of site (e) Project plans showing Priority & Estimated Habitat boundaries (f) OR Check One of the Following 1. Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, https://www.mass.gov/service-details/exemptions-from-review-for-projectsactivities-in- priority-habitat; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. Separate MESA review ongoing. a. NHESP Tracking # b. Date submitted to NHESP 3. Separate MESA review completed. Include copy of NHESP “no Take” determination or valid Conservation & Management Permit with approved plan. 3. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. Not applicable – project is in inland resource area only b. Yes No If yes, include proof of mailing, hand delivery, or electronic delivery of NOI to either: South Shore - Cohasset to Rhode Island border, and the Cape & Islands: Division of Marine Fisheries - Southeast Marine Fisheries Station Attn: Environmental Reviewer 836 South Rodney French Blvd. New Bedford, MA 02744 Email: dmf.envreview-south@mass.gov North Shore - Hull to New Hampshire border: Division of Marine Fisheries - North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 Email: dmf.envreview-north@mass.gov Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP’s Boston Office. For coastal towns in the Southeast Region, please contact MassDEP’s Southeast Regional Office. c. Is this an aquaculture project? d. Yes No If yes, include a copy of the Division of Marine Fisheries Certification Letter (M.G.L. c. 130, § 57). wpaform3.doc • rev. 6/18/2020 Page 7 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Town of Barnstable City/Town C. Other Applicable Standards and Requirements (cont’d) Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. 4. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a. Yes No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Website for ACEC locations). Note: electronic filers click on Website. b. ACEC 5. Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? a. Yes No 6. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L. c. 131, § 40A) or the Coastal Wetlands Restriction Act (M.G.L. c. 130, § 105)? a. Yes No 7. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q) and check if: 1. Applying for Low Impact Development (LID) site design credits (as described in Stormwater Management Handbook Vol. 2, Chapter 3) 2. A portion of the site constitutes redevelopment 3. Proprietary BMPs are included in the Stormwater Management System. b. No. Check why the project is exempt: 1. Single-family house 2. Emergency road repair 3. Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project) with no discharge to Critical Areas. D. Additional Information This is a proposal for an Ecological Restoration Limited Project. Skip Section D and complete Appendix A: Ecological Restoration Notice of Intent – Minimum Required Documents (310 CMR 10.12). Applicants must include the following with this Notice of Intent (NOI). See instructions for details. Online Users: Attach the document transaction number (provided on your receipt page) for any of the following information you submit to the Department. 1. USGS or other map of the area (along with a narrative description, if necessary) containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) 2. Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. wpaform3.doc • rev. 6/18/2020 Page 8 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Town of Barnstable City/Town D. Additional Information (cont’d) 3. Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. List the titles and dates for all plans and other materials submitted with this NOI. Ocean Street Sidewalk Extension a. Plan Title Nicolas Clini, E.I. b. Prepared By Paul Graves, P.E. c. Signed and Stamped by 3/8/2024 d. Final Revision Date varies e. Scale f. Additional Plan or Document Title g. Date 5. If there is more than one property owner, please attach a list of these property owners not listed on this form. 6. Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8. Attach NOI Wetland Fee Transmittal Form 9. Attach Stormwater Report, if needed. E. Fees 1. Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: 2. Municipal Check Number 3. Check date 4. State Check Number 5. Check date 6. Payor name on check: First Name 7. Payor name on check: Last Name noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. A. Applicant Information 1. Location of Project: Ocean Street right-of-way from #480 to #670, and on Town properties at #480 and #670 a. Street Address Town of Barnstable b. City/Town N/A c. Check number N/A d. Fee amount 2. Applicant Mailing Address: Paul a. First Name Graves b. Last Name Town of Barnstable, Department of Public Works c. Organization 382 Falmouth Road d. Mailing Address Hyannis e. City/Town MA f. State 02601 g. Zip Code 508-790-6400 h. Phone Number 508-790-6406 i. Fax Number paul.graves@town.barnstable.ma.us j. Email Address 3. Property Owner (if different): Mark a. First Name Ells b. Last Name Town of Barnstable, Town Manager c. Organization 367 Main Street d. Mailing Address Hyannis e. City/Town MA f. State 02601 g. Zip Code 508-862-4610 h. Phone Number 508-790-6226 i. Fax Number Mark.Ells@town.barnstable.ma.us j. Email Address To calculate filing fees, refer to the category fee list and examples in the instructions for filling out WPA Form 3 (Notice of Intent). B. Fees Fee should be calculated using the following process & worksheet. Please see Instructions before filling out worksheet. Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. Step 2/Number of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2) times the fee per category (identified in Step 3) to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50. noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 2 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 1/Type of Activity Step 2/Number of Activities Step 3/Individual Activity Fee Step 4/Subtotal Activity Fee Step 5/Total Project Fee: Step 6/Fee Payments: Total Project Fee: $0.00 a. Total Fee from Step 5 State share of filing Fee: $0.00 b. 1/2 Total Fee less $12.50 City/Town share of filling Fee: $0.00 c. 1/2 Total Fee plus $12.50 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and the city/town fee payment. To MassDEP Regional Office (see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) Chap 707/rev. March 2022 Page 1 CHAPTER 707 Regulation Governing Minimum Submission Requirements for a Notice of Intent Application The Barnstable Conservation Commission has adopted the following requirements in order to obtain more consistently complete submission documents necessary for a thorough and efficient review of all Notice of Intent (NOI) applications. Failure to complete any of the items in this checklist may result in your application being denied. Applicant or applicant’s agent should check each box denoting that the task has been completed or in certain instances, like field staking, denoting that the task will be completed. The following submission checklist covers the requirements of Chapter 237, Wetlands Protection, of the Part I General Ordinances of the Code of the Town of Barnstable. This checklist shall be submitted to the Barnstable Conservation Division with the NOI application. 1. Requirements a. The applicant understands, unless they’ve instructed otherwise, they are applying both under the Massachusetts Wetlands Protection Act M.G.L. c.131,§40 and Chapter 237 of the Town of Barnstable General Ordinances. b. Attach a written narrative to the NOI application (WPA Form 3), available at: www.mass.gov/eea/agencies/massdep/service/approvals/wpa-form-3.html describing any project impacts and proposed mitigation as they relate to the following: 1) Any of the interests of Chapter 237 of the General Ordinances and the MassDEP Wetlands Protection Act M.G.L. 131, §40. 2) The performance standards contained in the MassDEP Wetlands Protection Regulations (310 CMR 10.00) 3) Chapter 704: Regulation Governing Activity in the 100-ft. Buffer Zone. 4) Chapter 703: Private Docks and Piers. 5) Any other applicable regulations (310 CMR 10.00 or as promulgated under Chapter 237 of the General Ordinances). c. Enclose proper payment to cover the fee for Chapter 237 filings. Consult current Fee Schedule at www.townofbarnstable.us/Conservation d. Please indicate who is to record the Order of Conditions (check one): Applicant Agent 2. Abutter Notification (See Abutter Notification Regulation, Chapter 706) Town of Barnstable Conservation Commission 200 Main Street Hyannis Massachusetts 02601 Office: 508-862-4093 E-mail: conservation@town.barnstable.ma.us FAX: 508-778-2412 Chap 707/rev. March 2022 Page 2 a. Contact the Conservation Division office at (508) 862-4093 regarding the docketing process, or see current schedule of Conservation Hearings and submission deadlines at: www.townofbarnstable.us/Conservation/ b. Provide a copy of the list of abutters within a 100 ft radius of the project parcel. c. Provide a copy of the Assessor’s Map indicating the parcel of the project site and showing the 100 ft radius of the project parcel. d. Provide a copy of the abutter notification letter. Use the form letter provided in our Abutter Notification Regulation (Chapter 706), available on the Conservation Division website. e. Bring the green return receipts, from the certified mailings to the abutters, as proof of notification to the public hearing. If any mailings are returned, bring the entire envelope, indicating by postal service stamp the reason for return. You will retain the receipts afterwards, not the Conservation Division. f. I further certify under the penalties of perjury that all abutters were notified of the Notice of Intent Application, pursuant to the requirements of Chapter 237 of the General Ordinances of the Code of the Town of Barnstable. Notice must be made in writing by certified mail to all abutters within 100 ft of the property line of the project location. _______________________________________ Signature of Applicant or Representative Date 3. Field Staking: a. On or before Tuesday, @ 8:30 a.m., one week prior to the scheduled public hearing, have your project staked by a professional engineer or registered land surveyor showing all outside corners of all proposed structures and the continuous proposed “limit of work” line. b. Have a wetland scientist or other qualified professional flag all wetland resource areas on or within 100 ft of the work area. Make sure that the flags are sequentially numbered. c. Provide a project identification stake with bright painted top and applicant name and address, easily visible from the street approaching the site. 4. Legal Advertisement Fees: a. Conservation will submit the legal ad for publication in a local newspaper. The applicant or his/her agent is responsible for payment, by check (payable to the Town of Barnstable), at the hearing or by mail. The cost of the legal ad will be pre-calculated and posted on the hearing agenda prior to the hearing. 5. Minimum Documentation for a Complete Application: a. Provide a completely filled-out (in all parts) NOI application as locally adopted for the Town of Barnstable, including MassDEP Vegetated Wetland Field Data Form. Indicate Assessor’s map and parcel of the project, as well as the street or road address, and pertinent village (i.e., Hyannis, Centerville, Barnstable, etc). b. Provide two (2) original project plans, stamped in blue or red ink (wet stamp). Plans must be signed and dated by a Massachusetts licensed, professional engineer, land surveyor, architect or landscape architect (as applicable), and shall be drawn at a readable scale (1" = 20' preferred). For multi-acre sites, a second site plan, drawn at larger scale showing the entire site, should also be provided. Chap 707/rev. March 2022 Page 3 c. Provide a signed Permission to Access Property, Form PA. The form must be signed by the property Owner, or legal representative and submitted prior to NOI being docketed and application advertised. Form PA is available at www.townofbarnstable.us/Conservation/. Do not send the abutter letter out until the form is submitted to the Conservation Division office. d. For projects requiring mitigation plantings under Chapter 704-3, 704-4, and 704-5, mitigation planting location(s) shall clearly be shown on landscaping planting plan. The planting plan shall include species list (chosen from the Town of Barnstable Conservation Commission approved planting lists), sizes, densities and/or quantities. The plan shall also provide area calculations between 0 to 50 and 50 to 100 separately for the amount of mitigation planting required, and the amount of mitigation planting proposed. e. Provide detailed, written street directions to the locus (site). f. Provide a copy of a U.S.G.S. locus map indicating the general area of the project site. g. Provide a check for the Town of Barnstable portion of the required filing fee. (The portion payable to the Commonwealth, see 7. e. below) h. Provide any other documentation, photographs, architectural renderings or other supporting data prepared by professionals competent in the field which may be relevant to the application. 6. The site plan shall also show: a. All existing and proposed contours at 2-ft. minimum intervals (1-ft. preferred). b. Clear delineation of all existing and proposed structures and features. Building structures must be accurately dimensioned (fixed location) from property lines and wetland resource areas. Plans shall provide sufficient detail to show all potential wetland impacts, mitigation, compensatory areas, engineered structures, utilities, landscaping, etc. within the area of jurisdiction. On complicated sites, existing and proposed conditions must be shown on separate sheets. c. Locus inset map of the site clearly showing its location relative to surrounding public streets. d. All wetland resource area flags by individual flag number (matched to the field) to clearly identify all resource areas on or within 100 feet of the work area. The individual who performed the flagging and date of flagging shall be identified on the plan next to the resource line. e. Section views showing changes in grade, cuts and fills. 7. SUBMISSION OF THE COMPLETED APPLICATION WITH PLANS: a. Provide a signed Permission to Access Property, Form PA. The form must be signed by the property Owner, or legal representative and submitted prior to NOI being docketed and application advertised. Form PA is available at www.townofbarnstable.us/Conservation/. Do not send the abutter letter out until the form is submitted to the Conservation Division office. b. Email NOI application and all associated materials in PDF format to Kimberly.Cavanaugh@town.barnstable.ma.us AND Darcy.Karle@town.barnstable.ma.us . Do not include copies of checks. All attachments must be named with the hearing date (year first), type, name, address. Examples 20220301 NOI Smith 21 Main Street or 2022031 NOI Plan Smith 21 Main Street. c. Provide two (2) full NOI applications with folded plans (colored ink stamp) with signature/date to the Town of Barnstable Conservation Division Office for administrative use; Appendix B: Project Plans 30.5'FUTURE GOSNOLDPUMP STATION(BY OTHERS)PROJECT BEGIN/END STA 0+00 PROJECT BEGIN/END STA 25+00 30.5'FUTURE GOSNOLDPUMP STATION(BY OTHERS)PROJECT BEGIN/END STA 0+00 PROJECT BEGIN/END STA 25+00 C-0.0TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\NOI Submission\C0-COVER SWALK PLOT.dwg3/8/2024 100% DESIGN SET NJC Proposed Sidewalk ExtensionCover Sheet Town of Barnstable Ocean Street Sidewalk Extension Notice of Intent Plans PLAN SHEET INDEX No. DRAWING TITLE Locus Map Scale 1"=300' Aerial Map Scale 1"=300' 1"=300' GENERAL SYMBOLS EXISTING PROPOSED DESCRIPTION JERSEY BARRIER CATCH BASIN CATCH BASIN CURB INLET MAIL BOX ELECTRIC HANDHOLE GAS GATE BORING HOLE MONITORING WELL TEST PIT HYDRANT LIGHT POLE CABLE MANHOLE DRAINAGE MANHOLE ELECTRIC MANHOLE GAS MANHOLE MISC MANHOLE SEWER MANHOLE TELEPHONE MANHOLE WATER MANHOLE MASSACHUSETTS HIGHWAY BOUND MONUMENT STONE BOUND TOWN OR CITY BOUND TRAVERSE OR TRIANGULATION STATION TROLLEY POLE OR GUY POLE UTILITY POLE W/ FIREBOX UTILITY POLE WITH DOUBLE LIGHT UTILITY POLE W / 1 LIGHT UTILITY POLE BUSH TREE WATER GATE PARKING METER OVERHEAD CABLE/WIRE CURBING CONTOURS (ON-THE-GROUND SURVEY DATA) CONTOURS (PHOTOGRAMMETRIC DATA) UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER) BALANCED STONE WALL GUARD RAIL - STEEL POSTS GUARD RAIL - WOOD POSTS CHAIN LINK OR METAL FENCE WOOD FENCE EROSION CONTROL BARRIER TREE LINE SAWCUT LINE TOP OR BOTTOM OF SLOPE LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY BANK OF RIVER OR STREAM BORDER OF WETLAND 100 FT WETLAND BUFFER 200 FT RIVERFRONT BUFFER STATE HIGHWAY LAYOUT TOWN OR CITY LAYOUT COUNTY LAYOUT RAILROAD SIDELINE TOWN OR CITY BOUNDARY LINE PROPERTY LINE OR APPROXIMATE PROPERTY LINE EASEMENT C-1.0 LEGEND AND GENERAL NOTESProposed Sidewalk ExtensionPAVEMENT MARKINGS SYMBOLS EXISTING PROPOSED DESCRIPTION PAVEMENT ARROW - WHITE LEGEND "ONLY" - WHITE STOP LINE (12" WIDTH) CROSSWALK (SEE CONSTRUCTION DETAIL) SOLID WHITE LINE (4" WIDTH) SOLID YELLOW LINE (4" WIDTH) BROKEN WHITE LINE (4" WIDTH) BROKEN YELLOW LINE (4" WIDTH) DOTTED WHITE LINE (4" WIDTH) DOTTED YELLOW LINE (4" WIDTH) DOTTED WHITE LINE EXTENSION (4" WIDTH) DOTTED YELLOW LINE EXTENSION (4" WIDTH) DOUBLE WHITE LINE (4" WIDTH) DOUBLE YELLOW LINE (4" WIDTH) BIKE LANE WHITE DBYL DBWL BWL SWL CW ONLY SL DYLex DWLex DYL BYL DWL SYL JB CB MB EHH GG BHL # MW # TP # MHB TPL or GUY UFB UPDL ULT UP WG PM 1.TOPOGRAPHICAL INFORMATION FROM A SURVEY PERFORMED BY THE TOWN OF BARNSTABLE IN 2019, SUPPLEMENTED BY MORE RECENT SURVEYS FOR MULTIPLE AREAS IN 2021. THE HORIZONTAL DATUM FOR THIS SURVEY IS THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM, NAD 1983, MAINLAND ZONE. THE VERTICAL DATUM FOR THIS SURVEY IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2.IN FEBRUARY AND MARCH OF 2020, SABATIA, INC. PERSONNEL DELINEATED WETLAND RESOURCE AREAS IN THE VICINITY OF OCEAN STREET (THE SITE), HAWES AVENUE AND THE ENTRANCE TO KALMUS PARK BEACH IN BARNSTABLE, MASSACHUSETTS. 3.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION, CONTACT DIG SAFE (I-800-344-7233) AND THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS (508-790-6400) TO FIELD VERIFY LOCATION OF ALL UTILITIES. 4.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 5.THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP SECTION OF ALL EXISTING DRAINAGE, WATER, AND SEWER STRUCTURES AS NECESSARY FOR CHANGES IN GRADE, AND RESET ALL DRAINAGE, WATER, AND SEWER FRAMES, GRATES, COVERS, AND BOXES TO THE PROPOSED FINISH SURFACE GRADE. REQUIRED NEW MASONRY SHALL BE CLAY BRICK CONFORMING TO M4.05.2. 6.THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. 7.TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED ONLY UPON APPROVAL OF THE ENGINEER. 8.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT NO EXPENSE TO THE OWNER. 9.THE TERM "PROPOSED" (PROP) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" (R&R). 10.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 11.EXISTING GRANITE CURB SUITABLE FOR RE-USE AS DETERMINED BY THE ENGINEER SHALL BE RE-USED IN THE PROPOSED WORK, EXCEPT CURVED STONES OF A DIFFERENT RADIUS THAN PROPOSED CURB. 12.ALL EXISTING STATE, COUNTY, CITY, AND TOWN LOCATION LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION AND THEIR EXACT LOCATION ARE NOT GUARANTEED. PROPERTY LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN VERIFIED. 13.DRAINAGE ELEVATIONS ARE PROVIDED FOR DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY BY TEST PIT, THE LOCATIONS OF EXISTING UTILITIES WHICH MAY CONFLICT WITH THE PROPOSED DRAINAGE DESIGN. ANY FIELD ADJUSTMENTS REQUIRED WILL BE MADE AS APPROVED OR DIRECTED BY THE ENGINEER. ONLY AFTER THE CONTRACTOR VERIFIES ELEVATIONS FOR THE CONSTRUCTABILITY OF THE DRAINAGE SYSTEM SHALL ANY STRUCTURES BE ORDERED. ANY FIELD ADJUSTMENTS TO LINE & GRADE UP TO A DEPTH OF 5' SHALL BE INCLUDED IN THE COST OF THE PIPE. PIPE EXCAVATION GREATER THAN 5' WILL BE PAID UNDER CLASS B TRENCH EXCAVATION. 14.ALL WORK UNDER THIS CONTRACT SHALL BE DONE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AND THE FOLLOWING: MASSACHUSETTS DEPARTMENT OF TRANSPORTATION'S (MASSDOT'S) STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 2024; FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS, 11TH EDITION, DATED DECEMBER 2023; MASSDOT'S MASSACHUSETTS AMENDMENTS TO THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED NOVEMBER 2022; MASSDOT'S CONSTRUCTION STANDARD DETAILS DATED OCTOBER 2017; MASSDOT'S TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, CURRENT EDITION; AMERICAN ASSOCIATION OF NURSERYMEN'S AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1) DATED 2014; U.S. DEPARTMENT OF JUSTICE'S 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN; MASSACHUSETTS ARCHITECTURAL ACCESS BOARD'S RULES AND REGULATIONS (521 CMR) DATED 2006; MASSACHUSETTS HIGHWAY DEPARTMENT'S (NOW MASSDOT'S) PROJECT DEVELOPMENT & DESIGN GUIDE DATED 2006; COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS' (NOW MASSDOT'S) STANDARD DRAWINGS FOR SIGNS AND SUPPORTS DATED 1990; COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS' (NOW MASSDOT'S) STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING DATED 1968; THE PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS. ALL REFERENCES IN THE FOREGOING SPECIFICATIONS AND STANDARDS TO THE “DEPARTMENT” OR “ENGINEER” SHALL BE REPLACED WITH “TOWN OF BARNSTABLE OR THEIR DESIGNATED REPRESENTATIVE. GENERAL NOTES: GENERAL ABAN ABANDON ADJ ADJUST APPROX.APPROXIMATE BIT.BITUMINOUS BM BENCHMARK BOS BOTTOM OF SLOPE (BO)BY OTHERS CB CATCH BASIN CBCI CATCH BASIN WITH CURB INLET CBSC CATCH BASIN SHALLOW COVER CEM CEMENT CLF CHAIN LINK FENCE CONC CONCRETE CONSTR CONSTRUCTION ELEV (or EL.)ELEVATION EOP EDGE OF PAVEMENT EXIST (or EX)EXISTING F&C FRAME AND COVER F&G FRAME AND GRATE FDN.FOUNDATION FLDSTN FIELDSTONE GRAN GRANITE HWY HIGHWAY HMA HOT MIX ASPHALT LT LEFT MAX MAXIMUM MB MAILBOX MHB MASSACHUSETTS HIGHWAY BOUND MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE P.G.L.PROFILE GRADE LINE PROP PROPOSED PVMT PAVEMENT REM REMOVE REMOD REMODEL RET RETAIN R&D REMOVE AND DISCARD R&R REMOVE AND RESET R&S REMOVE AND STACK RT RIGHT SB STONE BOUND STA STATION TEMP TEMPORARY TOS TOP OF SLOPE TYP TYPICAL VGC VERTICAL GRANITE CURB UTILITIES ACCMP ASPHALT COATED CORRUGATED METAL PIPE CAP CORRUGATED ALUMINUM PIPE CIP CAST IRON PIPE CIT CHANGE IN TYPE COND CONDUIT DIP DUCTILE IRON PIPE FES FLARED END SECTION F&C FRAME AND COVER F&G FRAME AND GRATE HDPE HIGH DENSITY POLYETHYLENE PIPE HW HEADWALL HYD HYDRANT INV INVERT LP LIGHT POLE PVC POLYVINYLCHLORIDE PIPE PWW PAVED WATER WAY RCP REINFORCED CONCRETE PIPE TSV&B TAPPING SLEEVE VALVE AND BOX UP UTILITY POLE ALIGNMENT AND GRADING CC CENTER OF CURVE HP HIGH POINT LP LOW POINT PC POINT OF CURVE PI POINT OF INTERSECTION PNT POINT PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT 10x45 SPOT ELEVATION PROFILES AD ALGEBRAIC DIFFERENCE IN RATES OF GRADES ELEV ELEVATION HSD HORIZONTAL SIGHT DISTANCE K RATE OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVC POINT OF VERTICAL CURVE PVT POINT OF VERTICAL TANGENT PVRC POINT OF VERTICAL REVERSE CURVE PVCC POINT OF VERTICAL COMPOUND CURVER SSD STOPPING SIGHT DISTANCE VC VERTICAL CURVE ABBREVIATIONS TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C1-LEGEND AND GENERAL NOTES.dwg3/8/2024 100% DESIGN SET NJC NO SCALE OCEAN STREET (PUBLIC - 33' WIDE) OCE A N S T R E E T (PUB L I C - 3 3 ' W I D E ) OCEAN STR E E T (PUBLIC - 33 ' W I D E ) KALMUS PARKING BEACH LOT SHEET 3.0 SHEE T 3 . 1 SHE E T 3 . 2 SHEET 3.3 BIT. S H O U L D E R A R E A VGC VGC BIT. S H O U L D E R A R E A BIT. SHOULDE R A R E A BIT. SHOULDE R A R E A BIT. SHOULDE R A R E A SIDE W A L K VGC SIDE W A L K VGC 30.5' OCE A N S T R E E T (PUB L I C - 3 3 ' W I D E ) PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) PROP 6 " D E E P GRAS S E D DRAIN A G E D I T C H (TYP.) FUTURE GOSNOLD PROP. (1) CEM CONC PEDESTRIAN CURB RAMP PROP. (2) CEM CONC PEDESTRIAN CURB RAMPS PROP. (2) CEM CONC PEDESTRIAN CURB RAMPS PROP. (1) CEM CONC PEDESTRIAN CURB RAMP PROP. (1) CEM CONC PEDESTRIAN CURB RAMP OCEAN STREET (PUBLIC - 33' WIDE) OCE A N S T R E E T (PUB L I C - 3 3 ' W I D E ) OCEAN STR E E T (PUBLIC - 33 ' W I D E ) KALMUS PARKING BEACH LOT SHEET 3.0 SHEE T 3 . 1 SHE E T 3 . 2 SHEET 3.3 BIT. S H O U L D E R A R E A VGC VGC BIT. S H O U L D E R A R E A BIT. SHOULDE R A R E A BIT. SHOULDE R A R E A BIT. SHOULDE R A R E A SIDE W A L K VGC SIDE W A L K VGC 30.5' OCE A N S T R E E T (PUB L I C - 3 3 ' W I D E ) PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) PROP 6 " D E E P GRAS S E D DRAIN A G E D I T C H (TYP.) FUTURE GOSNOLD PROP. (1) CEM CONC PEDESTRIAN CURB RAMP PROP. (2) CEM CONC PEDESTRIAN CURB RAMPS PROP. (2) CEM CONC PEDESTRIAN CURB RAMPS PROP. (1) CEM CONC PEDESTRIAN CURB RAMP PROP. (1) CEM CONC PEDESTRIAN CURB RAMP C-2.0TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C2-DM OVERALL SWALK PLOT.dwg3/8/2024 100% DESIGN SET NJC Overall Sidewalk LayoutProposed Sidewalk Extension1"=60' GOSNOLD STREETOCEAN STR E E T (PUBLIC - 33 ' W I D E ) OCEAN ST R E E T (PUBLIC - 3 3 ' W I D E ) OCEAN STREET (PUBLIC - 33' W I D E )HARBOR BLUFF RDIYANOUGH RDSHEET 3.3 SHEET 3.4 SHEET 3.5 PROJECT BEGINBIT. SHOULDE R A R E A BIT. SHOULDE R A R E A 30.5' FUTURE GOSNOLD PUMP STATION (BY OTHERS) PROP. (1) CEM CONC PEDESTRIAN CURB RAMP PROP. (4) CEM CONC PEDESTRIAN CURB RAMPS PROP. (2) CEM CONC PEDESTRIAN CURB RAMPS PROP. (4) CEM CONC PEDESTRIAN CURB RAMPS GOSNOLD STREETOCEAN STR E E T (PUBLIC - 33 ' W I D E ) OCEAN ST R E E T (PUBLIC - 3 3 ' W I D E ) OCEAN STREET (PUBLIC - 33' W I D E )HARBOR BLUFF RDIYANOUGH RDSHEET 3.3 SHEET 3.4 SHEET 3.5 PROJECT BEGINBIT. SHOULDE R A R E A BIT. SHOULD E R A R E A 30.5' FUTURE GOSNOLD PUMP STATION (BY OTHERS) PROP. (1) CEM CONC PEDESTRIAN CURB RAMP PROP. (4) CEM CONC PEDESTRIAN CURB RAMPS PROP. (2) CEM CONC PEDESTRIAN CURB RAMPS PROP. (4) CEM CONC PEDESTRIAN CURB RAMPS C-2.1TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C2-DM OVERALL SWALK PLOT.dwg3/8/2024 100% DESIGN SET NJC Overall Sidewalk LayoutProposed Sidewalk Extension1"=60' OCEAN STREET (PUBLIC - 33' WIDE) KALMUS PARKING BEACH LOT PROP BIT. PVMT (140 sf±) BEGIN PROP 8' BIT. SHARED USE PATH PROP LANDSCAPED AREA (SEE PLANTING LIST ON SHEET C-8.2) REM PVMT (APPROX. 2,497SF±) PROP 4-IN SYL (TYP)34.0'VARIES12.0'REM PVMT (APPROX. 176 SF±) PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) LOAM & SEED REM PVMT (APPROX.324 SF±) PROP STOP SIGN "R1-1" PROP NO LEFT TURN SIGN "R3-2"PROP "DO NOT ENTER" SIGN "R5-1" PROP TREES (SEE PLANTING LIST ON SHEET C-8.2) R&R EXIST FENCE PROP PVMT (APPROX. 10,100 SF±) NET LOSS OF 3 PARKING SPACES PROP 5' BIT. SIDEWALK PROP WOOD GUARDRAIL (TYP) R&D EXIST "NO PARKING" SIGN R&D (R&S GATE AND POST/BOLLARD) 24' PROP BIT. CONC RAMP SWLPROP "NO PARKING" SIGN "R7-1" W/LEFT ARROW PROP "TURN" SIGN "W1-1" POINTING RIGHT W/"20 MPH ADVISORY SPEED" SIGN "W13-1P" W/ARROW PROP "ONE DIRECTION" SIGN "W1-6" W/LARGE ARROW POTENTIAL MONUMENT LOCATION (BY OTHERS) R&R EXIST WOOD GUARD RAIL SEWAGE PUMP STATION 12.0'PROP 3'-5' CLEAR WIDTH (TYP) R&R EXIST BOULDERS BEGIN PROP 5' BIT. SIDEWALK (1,460 SF±) PROP "PEDESTRIANS PERMITTED" SIGN "D11-2" AND "BICYCLES PERMITTED" SIGN "D11-1A" AND ARROW UP PLAQUE "M6-3" ON SINGLE SIGN PROP "NO PARKING ANY TIME" SIGN "R7-1" W/DOUBLEHEADED ARROW PROP "NO PARKING ANY TIME" SIGN "R7-1" W/DOUBLEHEADED ARROW PROP 3' DUNE GRASS STRIP INSTALL BLACK VINYL SLATS TO PUMP STATION FENCE ENCLOSURE R&S EXIST BOULDERS PROP 4-IN SOLID WHITE EDGE LINE (TYP) PROP BIT. 3' WIDE LETDOWN CHANNEL (TYP) PROP ASPHALT BERM (TYP) PROP AUTOMATED ENTRANCE GATE. SIZE AND TYPE T BE DETERMINED AT A LATER DATE. R&D EXIST "NO PARKING" SIGN PROP STEEL-BACKED TIMBER GUARDRAIL W/RUB RAIL (TYP) PROPOSED 13FT X 13FT ARTIFICIAL TURF WIND SURFER RIGGING AREA PROPOSED 8FT x 8FT RINSE STATION/SHOWER WITH CEMENT CONCRETE OR PLANK PLATFORM, BENCH, BOTTLE FILL, AND MAINTENANCE SPIGOT WITH (6) BOLLARDS AS SHOWN PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) END PROP 5' BIT. SIDEWALK (1,460 SF±) PROP. STORMWATER INFILTRATION BASIN 1 PROP. STORMWATER INFILTRATION BASIN 2 OCEAN STREET (PUBLIC - 33' WIDE) KALMUS PARKING BEACH LOT PROP BIT. PVMT (140 sf±) BEGIN PROP 8' BIT. SHARED USE PATH PROP LANDSCAPED AREA (SEE PLANTING LIST ON SHEET C-8.2) REM PVMT (APPROX. 2,497SF±) PROP 4-IN SYL (TYP)34.0'VARIES12.0'REM PVMT (APPROX. 176 SF±) PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) LOAM & SEED REM PVMT (APPROX.324 SF±) PROP STOP SIGN "R1-1" PROP NO LEFT TURN SIGN "R3-2"PROP "DO NOT ENTER" SIGN "R5-1" PROP TREES (SEE PLANTING LIST ON SHEET C-8.2) R&R EXIST FENCE PROP PVMT (APPROX. 10,100 SF±) NET LOSS OF 3 PARKING SPACES PROP 5' BIT. SIDEWALK PROP WOOD GUARDRAIL (TYP) R&D EXIST "NO PARKING" SIGN R&D (R&S GATE AND POST/BOLLARD) 24' PROP BIT. CONC RAMP SWLPROP "NO PARKING" SIGN "R7-1" W/LEFT ARROW PROP "TURN" SIGN "W1-1" POINTING RIGHT W/"20 MPH ADVISORY SPEED" SIGN "W13-1P" W/ARROW PROP "ONE DIRECTION" SIGN "W1-6" W/LARGE ARROW POTENTIAL MONUMENT LOCATION (BY OTHERS) R&R EXIST WOOD GUARD RAIL SEWAGE PUMP STATION 12.0'PROP 3'-5' CLEAR WIDTH (TYP) R&R EXIST BOULDERS BEGIN PROP 5' BIT. SIDEWALK (1,460 SF±) PROP "PEDESTRIANS PERMITTED" SIGN "D11-2" AND "BICYCLES PERMITTED" SIGN "D11-1A" AND ARROW UP PLAQUE "M6-3" ON SINGLE SIGN PROP "NO PARKING ANY TIME" SIGN "R7-1" W/DOUBLEHEADED ARROW PROP "NO PARKING ANY TIME" SIGN "R7-1" W/DOUBLEHEADED ARROW PROP 3' DUNE GRASS STRIP INSTALL BLACK VINYL SLATS TO PUMP STATION FENCE ENCLOSURE R&S EXIST BOULDERS PROP 4-IN SOLID WHITE EDGE LINE (TYP) PROP BIT. 3' WIDE LETDOWN CHANNEL (TYP) PROP ASPHALT BERM (TYP) PROP AUTOMATED ENTRANCE GATE. SIZE AND TYPE T BE DETERMINED AT A LATER DATE. R&D EXIST "NO PARKING" SIGN PROP STEEL-BACKED TIMBER GUARDRAIL W/RUB RAIL (TYP) PROPOSED 13FT X 13FT ARTIFICIAL TURF WIND SURFER RIGGING AREA PROPOSED 8FT x 8FT RINSE STATION/SHOWER WITH CEMENT CONCRETE OR PLANK PLATFORM, BENCH, BOTTLE FILL, AND MAINTENANCE SPIGOT WITH (6) BOLLARDS AS SHOWN PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) END PROP 5' BIT. SIDEWALK (1,460 SF±) PROP. STORMWATER INFILTRATION BASIN 1 PROP. STORMWATER INFILTRATION BASIN 2 PROP "TURN" SIGN "W1-1" POINTING LEFT W/"20 MPH ADVISORY SPEED" SIGN "W13-1P" W/ARROW PROP "ONE DIRECTION" SIGN "W1-6" W/LARGE ARROW C-3.0TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C3-DM SWALK PLOT.dwg3/8/2024 100% DESIGN SET NJC Sidewalk LayoutProposed Sidewalk ExtensionSEE INSET VIEW FOR CONTINUATION INSET VIEW 1"=20' OCEAN S T R E E T (PUBLIC - 3 3' W I D E ) OCEAN STREE T (PUBLIC - 33' W I D E ) PROP "PEDESTRIANS PERMITTED" SIGN "D11-2" AND "BICYCLES PERMITTED" SIGN "D11-1A" AND ARROW RIGHT PLAQUE "M6-1" ON SINGLE SIG N END PROP 8' BIT. SHARED USE PATH PROP CE M C O N C PEDEST R I A N CURB RA M P (TYP) PROP ST O P SIGN "R 1 - 1 " PROP LADDER STYLE CROSSWALK (TYP) PROP "PEDESTRIAN CROSSING " SIGN "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P" R&D R&D EXIST "NO PARKING" SIGNR&D EXIST "NO PARKING" SIGN R&R EXIST UTILITY POLE GUY WIRE AND INSTALL PIPE GUY ARM TO PROVIDE 10' MIN VERTICAL CLEARANCE AND 3' MIN HORIZONTAL CLEARANCE FOR SHRED USE PATH (BY OTHERS) PROP "NO PAR K I N G ANY TIM E " S I G N "R7-1" W/DOUBL E H E A D E D ARROW PROP "NO PARKING ANY TIME" SIGN "R7-1" W/DOUBLEHEADED ARROW PROP "PEDESTRIAN CROSSING" SIGN "W11-2" AND "AHEAD" PLAQUE "W16-9P" PROP "PEDESTRIANS PERMITTED" SIGN "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P" PROP RAISED PEDESTRIAN CROSSING (6" HEIGHT) 12" SWL (TYP) PROP "PEDESTRIANS PERMITTED" SIGN "D11-2" AND ARROW RIGHT PLAQUE "M6-1" ON SINGLE SIGN BEGIN PROP BIT. SIDEWALK/ SHOULDER AREA PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) PROP 4-IN SOLID WHITE EDGE LINE (TYP) PROP 4-IN DOUBLE YELLOW CENTER LINE (TYP)R&D EXI S T "NO PAR K I N G " S I G N BEGIN PROP BIT. SIDEWALK/ SHOULDER AREA 5.00'SWL SWL DBYL 10.0'10.0'TIE INTO EXISTING STRIPING (TYP)5.00'5.00'4.95'END PROP BIT. SIDEWALK/ SHOULDER AREA/ ASPHALT RAMP PROP STEEL-BACK TIMBER GUARDRAIL W/RUB RAIL (TYP) PROP ASPHALT DRIVEWAY VGC SIDEWALK VGC R&D EXIST TIMBER RET. WALL PROP 6" D E E P GRASSE D DRAINAG E D I T C H (TYP.) PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) END PROP 8' BIT. SHARED USE PATH PROP. STORMW A T E R INFILTR A T I O N BASIN 1 OCEAN S T R E E T (PUBLIC - 3 3' W I D E ) OCEAN STREE T (PUBLIC - 33' W I D E ) PROP "PEDESTRIANS PERMITTED" SIGN "D11-2" AND "BICYCLES PERMITTED" SIGN "D11-1A" AND ARROW RIGHT PLAQUE "M6-1" ON SINGLE SIG N END PROP 8' BIT. SHARED USE PATH PROP CE M C O N C PEDEST R I A N CURB RA M P (TYP) PROP ST O P SIGN "R 1 - 1 " PROP LADDER STYLE CROSSWALK (TYP) PROP "PEDESTRIAN CROSSING " SIGN "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P" R&D R&D EXIST "NO PARKING" SIGNR&D EXIST "NO PARKING" SIGN R&R EXIST UTILITY POLE GUY WIRE AND INSTALL PIPE GUY ARM TO PROVIDE 10' MIN VERTICAL CLEARANCE AND 3' MIN HORIZONTAL CLEARANCE FOR SHRED USE PATH (BY OTHERS) PROP "NO PAR K I N G ANY TIM E " S I G N "R7-1" W/DOUBL E H E A D E D ARROW PROP "NO PARKING ANY TIME" SIGN "R7-1" W/DOUBLEHEADED ARROW PROP "PEDESTRIAN CROSSING" SIGN "W11-2" AND "AHEAD" PLAQUE "W16-9P" PROP "PEDESTRIANS PERMITTED" SIGN "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P" PROP RAISED PEDESTRIAN CROSSING (6" HEIGHT) 12" SWL (TYP) PROP "PEDESTRIANS PERMITTED" SIGN "D11-2" AND ARROW RIGHT PLAQUE "M6-1" ON SINGLE SIGN BEGIN PROP BIT. SIDEWALK/ SHOULDER AREA PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) PROP 4-IN SOLID WHITE EDGE LINE (TYP) PROP 4-IN DOUBLE YELLOW CENTER LINE (TYP)R&D EXI S T "NO PAR K I N G " S I G N BEGIN PROP BIT. SIDEWALK/ SHOULDER AREA 5.00'SWL SWL DBYL 10.0'10.0'TIE INTO EXISTING STRIPING (TYP)5.00'5.00'4.95'END PROP BIT. SIDEWALK/ SHOULDER AREA/ ASPHALT RAMP PROP STEEL-BACK TIMBER GUARDRAIL W/RUB RAIL (TYP) PROP ASPHALT DRIVEWAY VGC SIDEWALK VGC R&D EXIST TIMBER RET. WALL PROP 6" D E E P GRASSE D DRAINAG E D I T C H (TYP.) PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) END PROP 8' BIT. SHARED USE PATH PROP. STORMW A T E R INFILTR A T I O N BASIN 1 TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C3-DM SWALK PLOT.dwg3/8/2024 100% DESIGN SET NJC C-3.1 Sidewalk LayoutProposed Sidewalk Extension1"=20' OCEAN STREET (PUBLIC - 33' WIDE) OCEAN STR E E T (PUBLIC - 3 3 ' W I D E ) PROP "PEDESTRIANS PERMITTED" SIGN "D11-2" AND "BICYCLES PERMITTED" SIGN "D11-1A" AND ARROW RIGHT PLAQUE "M6-1" ON SINGLE SIGN END PROP 8' BIT. SHARED USE PATH PROP BIT. SIDEWALK/ SHOULDER AREA BIT. SHOULDER AREA PROP LADDER STYLE CROSSWALK (TYP) PROP "PEDESTRIAN CROSSING" SIGN "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P"17.9'18.7'21.3'3.5'±20.9'17.5'18.0'18.7'20.2'21.7'SHORTEN EXIST BLOCK WALL (APPROX. 4 LF)10.0'10.0'10.0'EXIST UTIL I T Y POLE WITH I N SHOULDER A R E A R&R EXIST COBBLE LANDSCAPE BED PROP "PEDESTRIANS PERMITTED" SIGN "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P" PROP "PEDESTRIANS PERMITTED" SIGN "D11-2" AND ARROW RIGHT PLAQUE "M6-1" ON SINGLE SIGN BEGIN PROP BIT. SIDEWALK/ SHOULDER AREA PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) VGC VGCSWL SWL DBYL PROP 4-IN S O L I D WHITE EDG E L I N E (TYP) SWL DBYL PROP 4-IN D O U B L E YELLOW C E N T E R LINE (TYP) SWL PROP BIT. CONC RAMPS PROP BIT. CONC RAMPS PROP VERTICAL GRANITE CURB (TYP) SHORTEN EXIST BLOCK WALL (APPROX. 2 LF)5.00'10.0'PROP BIT. SIDEWALK/ SHOULDER AREA10.0'10.0'5.00'BIT. SHOULDER AREA BIT. SHOUL D E R A R E A BIT. SHOUL D E R A R E A5.00'4.95'5.00'5.00'3.67'5.00'5.00'4.95'END PROP BIT. SIDEWALK/ SHOULDER AREA/ ASPHALT RAMP END CURBED SIDEWALK/BEGIN PROP BIT. SIDEWALK/ SHOULDER AREA END CURBED SIDEWALK/ BEGIN PROP BIT. SIDEWALK/ SHOULDER AREA END PROP BIT. SIDEWALK/ SHOULDER AREA/BEGIN CURBED SIDEWALK BEGIN PROP BIT. SIDEWALK/ SHOULDER AREA/ ASPHALT RAMP PROP ASPHALT RAMPS (4.5% MAX.) PROP ASPHALT DRIVEWAY SIDEWALK VGC SIDEWALK VGC R&D EXIST TIMBER RET. WALL PROP BIT. SIDEWALK/ SHOULDER AREA CROSS SLOPES @ 1.5% MAX AT ALL DRIVEWAYS (TYP) OCEAN STREET (PUBLIC - 33' WIDE) END PROP 8' BIT. SHARED USE PATH CONTINUED O N SHEET NO. # # # # OCEAN STREET (PUBLIC - 33' WIDE) OCEAN STR E E T (PUBLIC - 3 3 ' W I D E ) PROP "PEDESTRIANS PERMITTED" SIGN "D11-2" AND "BICYCLES PERMITTED" SIGN "D11-1A" AND ARROW RIGHT PLAQUE "M6-1" ON SINGLE SIGN END PROP 8' BIT. SHARED USE PATH PROP BIT. SIDEWALK/ SHOULDER AREA BIT. SHOULDER AREA PROP LADDER STYLE CROSSWALK (TYP) PROP "PEDESTRIAN CROSSING" SIGN "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P"17.9'18.7'21.3'3.5'±20.9'17.5'18.0'18.7'20.2'21.7'SHORTEN EXIST BLOCK WALL (APPROX. 4 LF)10.0'10.0'10.0'EXIST UTIL I T Y POLE WITH I N SHOULDER A R E A R&R EXIST COBBLE LANDSCAPE BED PROP "PEDESTRIANS PERMITTED" SIGN "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P" PROP "PEDESTRIANS PERMITTED" SIGN "D11-2" AND ARROW RIGHT PLAQUE "M6-1" ON SINGLE SIGN BEGIN PROP BIT. SIDEWALK/ SHOULDER AREA PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) VGC VGCSWL SWL DBYL PROP 4-IN S O L I D WHITE EDG E L I N E (TYP) SWL DBYL PROP 4-IN D O U B L E YELLOW C E N T E R LINE (TYP) SWL PROP BIT. CONC RAMPS PROP BIT. CONC RAMPS PROP VERTICAL GRANITE CURB (TYP) SHORTEN EXIST BLOCK WALL (APPROX. 2 LF)5.00'10.0'PROP BIT. SIDEWALK/ SHOULDER AREA10.0'10.0'5.00'BIT. SHOULDER AREA BIT. SHOUL D E R A R E A BIT. SHOUL D E R A R E A5.00'4.95'5.00'5.00'3.67'5.00'5.00'4.95'END PROP BIT. SIDEWALK/ SHOULDER AREA/ ASPHALT RAMP END CURBED SIDEWALK/BEGIN PROP BIT. SIDEWALK/ SHOULDER AREA END CURBED SIDEWALK/ BEGIN PROP BIT. SIDEWALK/ SHOULDER AREA END PROP BIT. SIDEWALK/ SHOULDER AREA/BEGIN CURBED SIDEWALK BEGIN PROP BIT. SIDEWALK/ SHOULDER AREA/ ASPHALT RAMP PROP ASPHALT RAMPS (4.5% MAX.) PROP ASPHALT DRIVEWAY SIDEWALK VGC SIDEWALK VGC R&D EXIST TIMBER RET. WALL PROP BIT. SIDEWALK/ SHOULDER AREA CROSS SLOPES @ 1.5% MAX AT ALL DRIVEWAYS (TYP) OCEAN STREET (PUBLIC - 33' WIDE) END PROP 8' BIT. SHARED USE PATH CONTINUED O N SHEET NO. # # # #TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C3-DM SWALK PLOT.dwg3/8/2024 100% DESIGN SET NJC C-3.2 Sidewalk LayoutProposed Sidewalk Extension1"=20' GOSNOLD STREET OCEAN STREET (PUBLIC - 33' WIDE) OCEAN STREET (PUBLIC - 33' WIDE) EXIST SIDEWALK 10.3 ' 1 4 . 5 ' PROP "PEDESTRIANS PERMITTED" SIGN "D11-2" AND AND ARROW UP PLAQUE "M6-3" ON SINGLE SIGN 20.2'21.7'21.6'23.1'22.7'RELOCATE EXIST HYDRANT OUTSIDE SHOULDER AREA EXIST UTILITY POLE WITHIN SHOULDER AREA R&R OR SLIGHTLY MODIFY EXIST LANDSCAPE TIMBER ISLAND 10.0'10.0'10.0'10.0'EXIST UTILITY POLE WITHIN SHOULDER AREA R&R EXIST GUY WIRE AND INSTALL A STRONG BACK ON UTILITY POLE APPROX. 11 LF OF EXIST POST & RAIL FENCE TO BE REMOVED R&D R&D COORDINATE BEGINNING OF SIDEWALK LOCATION WITH THE GPI VETERANS PARK & CAMPUS DESIGN PLANS BEGIN PROP 8' BIT. SHARED USE PATH PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) PROP LADDER STYLE CROSSWALK (TYP) PROP "PEDESTRIAN CROSSING" SIGN "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P" R&R EXIST "PEDESTRIAN CROSSING" SIGN "W11-2" R&R EXIST "PEDESTRIAN CROSSING" SIGN "W11-2" APPROX. 30 LF OF EXIST POST & RAIL FENCE TO BE REMOVED END PROP BIT. SIDEWALK/ SHOULDER AREA BEGIN PROP 8' BIT. SHARED USE PATH PROP 4-IN SOLID WHITE EDGE LINE (TYP) SWL DBYL PROP 4-IN DOUBLE YELLOW CENTER LINE (TYP) SWL SWL DBYL SWL EXIST TREES TO REMAIN AND SHALL BE PROTECTED DURING CONSTRUCTION ACTIVITIES. PROVIDE UNDER-STORY TRIMMING AS NEEDED FOR CLEAR PASSAGE WAY (TYP) TIE INTO EXIST SIDEWALKPROP BIT. SIDEWALK/ SHOULDER AREA PROP BIT. SIDEWALK/ SHOULDER AREA BIT. SHOULDER AREA BIT. SHOULDER AREA BIT. SHOULDER AREA BIT. SHOULDER AREA5.00'5.00'5.00'5.00'5.00'END PROP 8' BIT. SHARED USE PATH 30.5' PROP BIT. SIDEWALK/ SHOULDER AREA CROSS SLOPES @ 1.5% MAX AT ALL DRIVEWAYS (TYP) FUTURE GOSN O L D PUMP STATION (BY OTHERS) BEGIN PROP 8' BIT. SHARED USE PATH END PROP 8' BIT. SIDEWALK BEGIN PROP 8' BIT. SIDEWALK GOSNOLD STREET OCEAN STREET (PUBLIC - 33' WIDE) OCEAN STREET (PUBLIC - 33' WIDE) EXIST SIDEWALK 10.3 ' 1 4 . 5 ' PROP "PEDESTRIANS PERMITTED" SIGN "D11-2" AND AND ARROW UP PLAQUE "M6-3" ON SINGLE SIGN 20.2'21.7'21.6'23.1'22.7'RELOCATE EXIST HYDRANT OUTSIDE SHOULDER AREA EXIST UTILITY POLE WITHIN SHOULDER AREA R&R OR SLIGHTLY MODIFY EXIST LANDSCAPE TIMBER ISLAND 10.0'10.0'10.0'10.0'EXIST UTILITY POLE WITHIN SHOULDER AREA R&R EXIST GUY WIRE AND INSTALL A STRONG BACK ON UTILITY POLE APPROX. 11 LF OF EXIST POST & RAIL FENCE TO BE REMOVED R&D R&D COORDINATE BEGINNING OF SIDEWALK LOCATION WITH THE GPI VETERANS PARK & CAMPUS DESIGN PLANS BEGIN PROP 8' BIT. SHARED USE PATH PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) PROP LADDER STYLE CROSSWALK (TYP) PROP "PEDESTRIAN CROSSING" SIGN "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P" R&R EXIST "PEDESTRIAN CROSSING" SIGN "W11-2" R&R EXIST "PEDESTRIAN CROSSING" SIGN "W11-2" APPROX. 30 LF OF EXIST POST & RAIL FENCE TO BE REMOVED END PROP BIT. SIDEWALK/ SHOULDER AREA BEGIN PROP 8' BIT. SHARED USE PATH PROP 4-IN SOLID WHITE EDGE LINE (TYP) SWL DBYL PROP 4-IN DOUBLE YELLOW CENTER LINE (TYP) SWL SWL DBYL SWL EXIST TREES TO REMAIN AND SHALL BE PROTECTED DURING CONSTRUCTION ACTIVITIES. PROVIDE UNDER-STORY TRIMMING AS NEEDED FOR CLEAR PASSAGE WAY (TYP) TIE INTO EXIST SIDEWALKPROP BIT. SIDEWALK/ SHOULDER AREA PROP BIT. SIDEWALK/ SHOULDER AREA BIT. SHOULDER AREA BIT. SHOULDER AREA BIT. SHOULDER AREA BIT. SHOULDER AREA5.00'5.00'5.00'5.00'5.00'END PROP 8' BIT. SHARED USE PATH 30.5' PROP BIT. SIDEWALK/ SHOULDER AREA CROSS SLOPES @ 1.5% MAX AT ALL DRIVEWAYS (TYP) FUTURE GOSN O L D PUMP STATION (BY OTHERS) BEGIN PROP 8' BIT. SHARED USE PATH END PROP 8' BIT. SIDEWALK BEGIN PROP 8' BIT. SIDEWALK TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C3-DM SWALK PLOT.dwg3/8/2024 100% DESIGN SET NJC C-3.3 Sidewalk LayoutProposed Sidewalk Extension1"=20' OCEAN STREET (PUBLIC - 33' WIDE) OCEAN ST R E E T (PUBLIC - 3 3 ' W I D E ) PROP 8' BIT. SHARED USE PAT H W11-2 W16-2aP APPROX. 11 LF OF EXIST POST & RAIL FENCE TO R&D R&D R&D R&D R&D APPROX. 15 LF OF EXIST POST & RAIL FENCE TO BE REMOVED R&D R&R EXIS T G U Y WIRE AND INSTALL A STRONG B A C K O N UTILITY P O L E PROP CE M C O N C PEDESTR I A N CURB RA M P (TYP) APPROX. 30 LF OF EXIST POST & RAIL FENCE TO BE REMOVED PROP POST & RAIL FENCE PROP LADDER S T Y L E CROSSW A L K (TYP) R&D BEGIN PROP 8' BIT. SHARED USE PATH END PRO P 8 ' B I T . SHARED U S E P A T H PROP "PEDEST R I A N C R O S S I N G " SIGNS "W 1 1 - 2 " A N D DOWNWA R D D I A G O N A L ARROW P L A Q U E " W 1 6 - 7 P " LADDER STYLE CROSSWALK (TYP) PROP "PEDESTRIAN CROSSING" SIGN "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P" BEGIN PROP 8' BIT. SHARED USE PATH END PROP 8' BIT. SHARED USE PATH APPROX. 11 LF OF EXIST POST & RAIL FENCE TO BE REMOVED PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) OCEAN STREET (PUBLIC - 33' WIDE) OCEAN ST R E E T (PUBLIC - 3 3 ' W I D E ) PROP 8' BIT. SHARED USE PAT H W11-2 W16-2aP APPROX. 11 LF OF EXIST POST & RAIL FENCE TO R&D R&D R&D R&D R&D APPROX. 15 LF OF EXIST POST & RAIL FENCE TO BE REMOVED R&D R&R EXIS T G U Y WIRE AND INSTALL A STRONG B A C K O N UTILITY P O L E PROP CE M C O N C PEDESTR I A N CURB RA M P (TYP) APPROX. 30 LF OF EXIST POST & RAIL FENCE TO BE REMOVED PROP POST & RAIL FENCE PROP LADDER S T Y L E CROSSW A L K (TYP) R&D BEGIN PROP 8' BIT. SHARED USE PATH END PRO P 8 ' B I T . SHARED U S E P A T H PROP "PEDEST R I A N C R O S S I N G " SIGNS "W 1 1 - 2 " A N D DOWNWA R D D I A G O N A L ARROW P L A Q U E " W 1 6 - 7 P " LADDER STYLE CROSSWALK (TYP) PROP "PEDESTRIAN CROSSING" SIGN "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P" BEGIN PROP 8' BIT. SHARED USE PATH END PROP 8' BIT. SHARED USE PATH APPROX. 11 LF OF EXIST POST & RAIL FENCE TO BE REMOVED PROP CEM CONC PEDESTRIAN CURB RAMP (TYP)TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C3-DM SWALK PLOT.dwg3/8/2024 100% DESIGN SET NJC C-3.4 Sidewalk LayoutProposed Sidewalk Extension1"=20' OCEAN STREET (PUBLIC - 33' WIDE) PROP 8' BIT. SHARED USE PATH R&R EXIST GUY WIRE AND INSTALL A STRONG BACK ON UTILITY POLE PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) PROP P O S T & RAIL F E N C E PROJECT LIMITPROP LADDER STYLE CROSSWALK (TYP) R&D END PROP 8' BIT. SHARED USE PATH PROP "PEDESTRIAN CROSSING" SIGNS "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P"CONTINUED ONCONTINUED ON SHEET NO. #### OCEAN STREET (PUBLIC - 33' WIDE) PROP 8' BIT. SHARED USE PATH R&R EXIST GUY WIRE AND INSTALL A STRONG BACK ON UTILITY POLE PROP CEM CONC PEDESTRIAN CURB RAMP (TYP) PROP P O S T & RAIL F E N C E PROJECT LIMITPROP LADDER STYLE CROSSWALK (TYP) R&D END PROP 8' BIT. SHARED USE PATH PROP "PEDESTRIAN CROSSING" SIGNS "W11-2" AND DOWNWARD DIAGONAL ARROW PLAQUE "W16-7P"CONTINUED ONCONTINUED ON SHEET NO. ####TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C3-DM SWALK PLOT.dwg3/8/2024 100% DESIGN SET NJC Proposed Sidewalk ExtensionC-3.5 Sidewalk Layout 1"=20' OCEAN S T R E E T (PUBLIC - 3 3 ' W I D E )108 91112131414PROP LIMIT OF GRUBBING/CLEARING PROP EROSION CONTROL BARRIER (TYP) HxP 15 15 16 NAVD 88 BASE ELEV 5.00 13.960+00 14.4014.390+50 13.4912.361+00 11.2410.111+50 8.997.862+00 2+500+00 0+50 1+00 1+50 2+00 2+50 -1.50% -1.50% 3.00% -4. 5 0 %GRADE BREAK STA = 0+00.00ELEV = 13.96GRADE BREAK STA = 0+06.00 ELEV = 13.87 GRADE BREAK STA = 2+11.94ELEV = 7.50GRADE BREAK STA = 2+06.14 ELEV = 7.59 EXIST SIDEWALK CL PROP SIDEWALK CL TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C4-GRD SWALK PLOT.dwg3/8/2024 100% DESIGN SET NJC C-4.3 Sidewalk Plan & ProfileProposed Sidewalk Extension0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 2 2 4 0 0 20 AS NOTED OCEAN STREET (PUBLIC - 33' WIDE) KALMUS PARKING BEACH LOT REPLACE EXIST CB COVER WITH MANHOLE COVER NEW RIM= 5.15 PROP LEACHING CB RIM= 5.12 RIM= 4.60 HxP LxP LxP X6.36 X4.75 X4.82X5.00 X7.48 X5.83X5.05 X5.78 PROP EROSION CONTROL BARRIER/LIMIT OF GRUBBING 5 X5.46X5.34 LIMIT OF GRADINGSTORMWATER INFILTRATION BASIN A 74 4 45655 6 5 6 7 4 3 3 4 4 3INFIL. BASIN B 5 11'±13'±LIMIT OF GRADING6 5X5.30 X5.21 X5.00 X5.20 X5.5 X5.18X5.15 5X5.22 X5.34 X5.01 X5.43 X5.29X5.27X5.24 X5.33 X5.30 SAWCUT LINE SAWCUT LINE 555 EX. SLOPE= 0.6%±EX. SLOPE = 1.0%± FOREBAY OUTLET ELEV.= 3.9 FOREBAY OUTLET ELEV.= 4.6 PROP BIT. LETDOWN CHANNEL (TYP) PROP APRON/ RIP-RAP PROP 4' x 8.5' RIP-RAP APRON SAWCUT LINE FOREBAY OUTLET ELEV.= 3.8 5455X5.26 PROP TREE LINE/LIMIT OF CLEARING (TYP) PROP 4' x 5' RIP-RAP APRON PROP 4' x 5' RIP-RAP APRON PROP 4' x 2' RIP-RAP APRON 666 77 8 8 7 77677 76 8 8NAVD 88 BASE ELEV 0.00 P-KALMUS ENT RD P-Kalmus Ent Rd 5.590+00 5.065.150+50 5.856.571+00 7.117.411+50 7.477.292+00 6.886.292+50 5.705.143+00 5.123+50 4+00 4+500+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 -2.37% 1.00% -2.26% 2.96%GRADE BREAK STA = 0+00.00ELEV = 5.59GRADE BREAK STA = 3+44.57ELEV = 5.32PVI STA = 0+37.66 PVI ELEV = 4.74 A.D. = 5.22% K = 7.67 40' VC PVC: 0+17.66ELEV: 5.19PVT: 0+57.66ELEV: 5.3387.7' HSD LOW POINT ELEV = 5.00 LOW POINT STA = 0+34.96 PVI STA = 3+06.99 PVI ELEV = 4.94 A.D. = 3.37% K = 8.89 30' VC PVC: 2+91.99ELEV: 5.30PVT: 3+21.99ELEV: 5.09153.9' HSD LOW POINT ELEV = 5.05 LOW POINT STA = 3+13.10 PVI STA = 1+61.22 PVI ELEV = 8.40 A.D. = -5.33% K = 26.25 140' VC PVC: 0+91.22ELEV: 6.33PVT: 2+31.22ELEV: 6.74194.6' SSD HIGH POINT ELEV = 7.48 HIGH POINT STA = 1+68.92 OCEAN STREET EOPROWEXIST PARKING LOTEOPPAVEMENT SWACUT/ TIE-INOCEAN STREETCENTER LINEEXIST ROAD CL PROP ROAD CL TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C4-GRD SWALK PLOT.dwg3/8/2024 100% DESIGN SET NJC C-4.4 Parking Lot Entrance Plan & ProfileProposed Sidewalk Extension0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 2 2 4 0 0 20 AS NOTED OCEAN STREET (PUBLIC - 33' WIDE) KALMUS PARKING BEACH LOT PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) REPLACE EXIST CB COVER WITH MANHOLE COVER NEW RIM= 5.15 CONTRACTOR TO PERFORM TEST PIT TO CONFIRM EXIST 6" AC WATER MAIN DIAMETER AND LOCATION. CUT APPROX. 12' OF 6" AC PIPE AND INSTALL: (1) 8"x8"x8" TEE (2) 8" GATE VALVES (2) 8" DIP (2) 6"x8" REDUCERS (2) 6" DIP (2) 6" FLEX COUPLING TO CONNECT TO 6" AC PIPE INSTALL THRUST BLOCKS ON ALL BENDS AND TEES (TYP) NEW 8" DI WATER MAIN EXTENSION PROP CROSSING 8" DI WATER OVER EXIST 10" PVC SEWER. MAINTAIN MIN 18" VERTICAL SEPARATION CONTRACTOR IS RESPONSIBLE FOR BRACING EXIST UTILITY POLE IN ACCORDANCE WITH THE UTILITY REQUIREMENT (TYP. ALL UTILITY POLES) PROP CROSSING 8" DI WATER OVER EXIST 8" DI SEWER FORCEMAIN. MAINTAIN MIN 18" VERTICAL SEPARATION RECONNECT EXIST 1" WATER SERVICE TO NEW 8" WATER MAIN PROP LEACHING CB RIM= 5.12 PROP LEACHING CB RIM= 4.60 PROP 8"x8"x6" TEE WITH 6" GATE VALVE AND HYDRANT ASSEMBLY 11.25° BENDHAWES AVE.OCEAN S T R E E T (PUBLIC - 3 3' W I D E ) OCEAN STREE T (PUBLIC - 33' W I D E ) SIDEWALK PROP 6" D E E P GRASSE D DRAINAG E D I T C H (TYP.) (TYP.) NEW 8" DI WATER MAIN EXTENSION PROP 8" WATER MAIN CONNECTION TO EXIST 6" AC. CUT EXIST 6" AC WATER MAIN AND CONNECT WITH 6" FLEXIBLE COUPLING AND INSTALL: (1) 6" DIP (1) 8"x6" DI REDUCER (1) 8" DIP (1) 8" GATE VALVE ADD 8" GATE VALVE PROP DRAINAGE CULVERT CROSSING. MAINTAIN MIN 18" VERTICAL SEPARATION PROP 8"x8"x6" TEE WITH 6" GATE VALVE AND HYDRANT ASSEMBLY 11.25° BEND 11.25° BEND C-6.0TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C6-UTILITY-WATER PLOT.dwg3/8/2024 100% DESIGN SET NJC Utility PlansProposed Sidewalk ExtensionNOTES: 1.THE NEW WATER MAIN SHALL NOT BE CONNECTED TO THE WATER DISTRIBUTION SYSTEM UNTIL THE NEW MAIN HAS BEEN PRESSURE TESTED, CHLORINATED, FLUSHED, DECHLORINATED, BACTERIA TESTED AND APPROVED BY VEOLIA. 2.CONTRACTOR SHALL NOT OPERATE ANY WATER VALVES THAT DIRECTLY CONNECT TO THE HYANNIS WATER DISTRIBUTION SYSTEM. CONTACT VEOLIA TO OPERATE VALVES AND HYDRANTS. 3.ALL JOINTS WITHIN 40 FEET OF CONNECTIONS SHALL BE RESTRAINED UNLESS OTHERWISE NOTED. 1"=20' GOSNOLD STREET OCEAN STREET (PUBLIC - 33' WIDE) OCEAN STREET (PUBLIC - 33' WIDE) BIT. SHOULDER AREA BIT. SHOULDER AREA BIT. SHOULDER AREA BIT. SHOULDER AREA 30.5' FUTURE GOSN O L D PUMP STATION (BY OTHERS) RELOCATE THE EXIST HYDRANT SO THAT STEAMER NOZZLE IS 18" OFF OF THE BACK OF THE SHOULDER AREA OCEAN STREET (PUBLIC - 33' WIDE) OCEAN STR E E T (PUBLIC - 3 3 ' W I D E ) BIT. SHOULDER AREA BIT. SHOULDER AREA BIT. SHOUL D E R A R E A BIT. SHOUL D E R A R E A SIDEWALK SIDEWALK OCEAN STREET (PUBLIC - 33' WIDE) PROP 8" WATER MAIN CONNECTION TO EXIST 6" AC. CUT EXIST 6" AC WATER MAIN AND CONNECT WITH 6" FLEXIBLE COUPLING AND INSTALL: (1) 6" DIP (1) 8"x6" DI REDUCER (1) 8" DIP (1) 8" GATE VALVE ADD 8" GATE VALVE 11.25° BEND 11.25° BEND C-6.1TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C6-UTILITY-WATER PLOT.dwg3/8/2024 100% DESIGN SET NJC Utility PlansProposed Sidewalk ExtensionNOTES: 1.THE NEW WATER MAIN SHALL NOT BE CONNECTED TO THE WATER DISTRIBUTION SYSTEM UNTIL THE NEW MAIN HAS BEEN PRESSURE TESTED, CHLORINATED, FLUSHED, DECHLORINATED, BACTERIA TESTED AND APPROVED BY VEOLIA. 2.CONTRACTOR SHALL NOT OPERATE ANY WATER VALVES THAT DIRECTLY CONNECT TO THE HYANNIS WATER DISTRIBUTION SYSTEM. CONTACT VEOLIA TO OPERATE VALVES AND HYDRANTS. 3.ALL JOINTS WITHIN 40 FEET OF CONNECTIONS SHALL BE RESTRAINED UNLESS OTHERWISE NOTED. 1"=20' CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING. COMPLETELY REMOVE SYNTHETIC BURLAP & LACING 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT 3 INCHES AGED PINE BARK MULCH (PULL MULCH AWAY MIN. 2 X ROOTBALL DIAMETER EVERGREEN TREE PLANTING 6 INCHES ROOTBALL NOT TO SCALE BELOW ROOTBALL DURING THE FIRST 24 HOURS AFTER PLANTING WATERING SAUCER SHALL BE FLOODED TWICE TREE SHALL BE PLANTED SO FINISHED GRADE AFTER DO NOT CUT LEADER TREE SHALL BE SET PLUMB THAT CROWN IS 3 INCHES ABOVE SETTLEMENT UNDISTURBED SUBGRADE ROOTBALL SHALL BE PLACED ON BACKFILL MIX PER SPECIFICATIONS FROM TRUNK OF TREE) 2"-4" SOIL BERM 3" SHREDDED MULCH AS INDICATED PRUNE BROKEN OR DEAD BRANCHES AS DIRECTED BY LANDSCAPE ARCHITECT PLANT SHRUB PLUMB TOP OF ROOTBALL TO MATCH FINISH GRADE WITHIN 1" UNDISTURBED PERVIOUS SOIL PREPARED PLANTING SOIL MIXTURE REMOVE TOP THIRD OF BURLAP AT ROOTBALL SCARIFY BOTTOM OF PLANTING HOLE 4" DEEP SHRUB PLANTING NOT TO SCALE TOPSOIL - NO STONES GREATER THAN 1" Ø, COMPACT WITH A HANDROLLER IN TWO DIRECTIONS & FINE RAKE PRIOR TO SEEDING SUBSOIL - COMPACTED AT 90% MAXIMUM DENSITY SEED - AS SPECIFIED IN NOTES AND DRAWINGS. TOP DRESS W/ 4" HAY MULCH AFTER SEEDING. FINISH GRADE LOAM AND SEED NOT TO SCALE SILT SACK NOT TO SCALE NOTES: 1.SEDIMENT CONTROL INSERTS TO BE INSTALLED OVER ALL CATCHBASINS/INLETS THAT WILL RECEIVE RUNOFF FROM THE PROJECT SITE. 2.TEMPORARY INLET PROTECTION TO BE REMOVED AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. 3.MANUFACTURER TO BE SILT SACK, INLET AND PIPE PROTECTION OR APPROVED EQUIVALENT. 1" REBAR OR EQUAL FOR BAG REMOVAL FROM INLET OVERFLOW SLOTS OR APPROVED EQUIV. DUMP LOOP HANDLES STAINLESS STEEL LOCKING BAND OVERFLOW FEATURE LIFT HANDLES GALVANIZED STEEL FRAME INLET FILTER BY INLET AND PIPE PROTECTION, INC. OR APPROVED EQUAL GEOTEXTILE FILTER BAG WITH REINFORCED POLYESTER OUTER MESH 3"-4" PLAN VIEW SECTION AREA TO BE PROTECTED NOTES: 1.MULCH SOCK MANUFACTURER TO BE SILT SOXX OR ENGINEER APPROVED EQUAL. 2.ALL MATERIAL TO MEET MANUFACTURER'S SPECIFICATIONS. 3.SEDIMENT MULCH SOCK TO BE FILLED WITH MULCH COMPOST AND/OR WOODY MULCH PER MANUFACTURER'S REQUIREMENTS. 4.FOLLOWING CONSTRUCTION AND SITE STABILIZATION, COMPOST MATERIAL TO BE REMOVED OR DISPERSED ON SITE, AS APPROVED BY THE ENGINEER. SILT SOCK NOT TO SCALE WORK AREA WATER FLOW WORK AREA 2" x 2" WOODEN STAKE MULCH SOCK (12" - 18" TYPICAL) STAKE ON 10' LINEAL SPACING SEDIMENT MULCH SOCK AREA TO BE PROTECTED EROSION/SILTATION CONTROL FENCE AS NOTED -SEE PLANS & DETAIL TIE DOWN STRAP (SEE NOTES) PUMP DISCHARGE HOSE SPOUT SEWN INTO BAG PUMP DISCHARGE HOSE TIE DOWN STRAP (SEE NOTES) SPOUT SEWN INTO BAG DEWATERING BAG STRAW BALE UNDERLAY SECTION A - A DEWATERING BAG DETAIL NOT TO SCALE EROSION & SEDIMENT CONTROL (ESC) NOTES 1.DESIGNATE ON-SITE PERSONNEL RESPONSIBLE FOR THE DAILY INSPECTION AND MAINTENANCE OF ALL SEDIMENT AND EROSION CONTROLS AND IMPLEMENTATION OF ALL NECESSARY MEASURES TO CONTROL EROSION AND PREVENT SEDIMENT FROM LEAVING THE SITE. 2.INSTALL ALL EROSION AND SEDIMENT CONTROL (ESC) MEASURES AS INDICATED ON DRAWINGS IN CONSULTATION WITH THE CONSERVATION AGENT, AND ENGINEER BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN. INSPECT, MAINTAIN, REPAIR AND REPLACE EROSION CONTROL MEASURES, AS NECESSARY, DURING THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. THE SITE PERIMETER EROSION CONTROLS ARE THE DESIGNATED LIMIT OF WORK. INFORM ALL PERSONNEL WORKING ON THE PROJECT SITE THAT NO CONSTRUCTION ACTIVITY IS TO OCCUR BEYOND THE LIMIT OF WORK AT ANY TIME THROUGHOUT THE CONSTRUCTION PERIOD. 3.PROTECT THE ADJACENT RESOURCE AREA FROM SEDIMENTATION DURING PROJECT CONSTRUCTION UNTIL ACCEPTANCE BY THE OWNER & IN CONFORMANCE WITH THE ORDER OF CONDITIONS. 4.KEEP THE LIMIT OF CLEARING, GRADING AND DISTURBANCES TO A MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION. PHASE THE SITE WORK IN A MANNER TO MINIMIZE AREAS OF EXPOSED SOIL. IF TREES ARE TO BE CUT, CLEAR AND GRUB ONLY THOSE AREAS WHICH ARE ACTIVELY UNDER CONSTRUCTION. PROPERLY INSTALL THE SEDIMENTATION CONTROLS PRIOR TO BEGINNING ANY LAND CLEARING ACTIVITY AND/OR OTHER CONSTRUCTION RELATED WORK. 5.MONITOR LOCAL WEATHER REPORTS DURING CONSTRUCTION AND PRIOR TO SCHEDULING EARTHMOVING OR OTHER CONSTRUCTION ACTIVITIES WHICH LEAVE LARGE DISTURBED AREAS UNSTABILIZED. IF INCLEMENT WEATHER IS PREDICTED, USE BEST PROFESSIONAL JUDGEMENT AND GOOD CONSTRUCTION PRACTICES WHEN SCHEDULING CONSTRUCTION ACTIVITIES AND ENSURE THE NECESSARY EROSION CONTROL DEVICES ARE INSTALLED AND FUNCTIONING PROPERLY TO MINIMIZE EROSION FROM ANY IMPENDING WEATHER EVENTS. 6.INSPECT EROSION AND SEDIMENT CONTROL DEVICES AND STABILIZED SLOPES ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT OF .25 INCH OR GREATER. REPAIR IDENTIFIED PROBLEMS WITHIN 24 HOURS TO ENSURE EROSION AND SEDIMENT CONTROLS ARE IN GOOD WORKING ORDER. RESET OR REPLACE MATERIALS AS REQUIRED. 7.SURROUND THE PERIMETER OF SOIL STOCKPILES WITH SILT SOCK, SILT FENCE, STRAWBALES, OR A COMBINATION OF SILT FENCE WITH STRAWBALE, AS DETERMINED NECESSARY. 8.DISTURBED AREAS AND SLOPES MUST NOT BE LEFT UNATTENDED OR EXPOSED FOR EXCESSIVE PERIODS OF TIME SUCH AS THE INACTIVE WINTER SEASON. PROVIDE APPROPRIATE STABILIZATION PRACTICES ON ALL DISTURBED AREAS AS SOON AS POSSIBLE BUT NOT MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED, REINFORCE TEMPORARY AREAS HAVING A SLOPE GREATER THAN 4:1 WITH EROSION BLANKETS OR APPROVED EQUAL UNTIL THE SITE IS PROPERLY STABILIZED. TEMPORARY SWALES MAY ALSO BE REQUIRED IF DETERMINED NECESSARY IN THE FIELD BY THE ENGINEER. 9.INSTALL A CATCH BASIN INSERT OR APPROVED EQUIVALENT IN EACH EXISTING CATCH BASIN RECEIVING RUNOFF FROM THE SITE. UPON THE INSTALLATION OF EACH CATCH BASIN, INSTALL AN INSERT OR APPROVED EQUIVALENT. INSPECT SILT SACKS, AFTER EACH SIGNIFICANT STORM EVENT AND REMOVE AND EMPTY AS NEEDED FOR THE DURATION OF THE CONSTRUCTION PERIOD. 10.SMALL SEDIMENTATION BASINS MAY BE CONSTRUCTED ON AN AS-NEEDED BASIS DURING CONSTRUCTION TO AID IN THE CAPTURE OF SITE RUNOFF AND SEDIMENT. IT WILL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR, IN CONSULTATION WITH THE ENGINEER, TO SIZE AND CREATE THESE BASINS IN APPROPRIATE LOCATIONS. 11.CONTAIN ALL SEDIMENT ON SITE. SWEEP ALL EXITS FROM THE SITE AS NECESSARY INCLUDING ANY SEDIMENT TRACKING. SWEEP PAVED AREAS AS NEEDED TO REMOVE SEDIMENT AND POTENTIAL POLLUTANTS ACCUMULATED DURING SITE CONSTRUCTION. 12.REMOVE ACCUMULATED SEDIMENT FROM ALL TEMPORARY PRACTICES AND DISPOSE OF IN A PRE-APPROVED LOCATION. 13.TO ENSURE ALL EROSION AND SEDIMENTATION CONTROL DEVICES ARE PROPERLY MAINTAINED AND REPAIRED IN A TIMELY AND RESPONSIBLE MANNER, PROVIDE ON SITE,OR MAKE READILY AVAILABLE, THE NECESSARY EQUIPMENT AND SITE PERSONNEL DURING CONSTRUCTION HOURS FOR THE DURATION OF THE PROJECT. IF SITE WORK IS SUSPENDED DURING THE WINTER MONTHS THE CONTRACTOR MUST CONTINUE TO PROVIDE PERSONNEL AND EQUIPMENT ON SITE OR READILY AVAILABLE . 14.PRIOR TO THE INSTALLATION OF FILTER FABRIC AND MEDIA WITHIN THE BIORETENTION AREAS, REMOVE AND PROPERLY DISPOSE OF SEDIMENT ACCUMULATED IN ANY PARTIALLY CONSTRUCTED OR TEMPORARY BIORETENTION/DRAINAGE AREA USED FOR SEDIMENT CONTROL DURING CONSTRUCTION. PROVIDE A SURFACE ELEVATION AT A MINIMUM 1-FOOT ABOVE THE BOTTOM OF MEDIA ELEVATION AS SHOWN IN THE BIORETENTION SCHEDULE FOR PARTIALLY CONSTRUCTED BIORETENTION AREAS. THIS ALLOWS FOR AN OVER-DIG OF THE COLLECTED SEDIMENT FROM WITHIN THE BIORETENTION AREA PRIOR TO MEDIA/FABRIC INSTALLATION. 15.CONTROL DUST BY WATERING OR OTHER APPROVED METHODS AS NECESSARY, OR AS DIRECTED BY THE ENGINEER. 16.THE CONTRACTOR IS RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE DURING CONSTRUCTION OF ALL STORMWATER FACILITIES INSTALLED OR AFFECTED BY THE PROJECT. REMOVE SEDIMENT OR DEBRIS COLLECTED WITHIN THESE FACILITIES FROM THE PROJECT WORK PRIOR TO THE OWNER'S ACCEPTANCE. STORMWATER FACILITY OPERATION & MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND THE PROPER INSPECTION AND MAINTENANCE OF ALL STORMWATER MANAGEMENT FACILITIES AS OUTLINED BELOW UNTIL SUCH TIME THAT THE ROADWAYS AND ASSOCIATED UTILITIES ARE ACCEPTED BY THE OWNER AND THE ENGINEER. REFER TO THE APPROVED SWPPP FOR ADDITIONAL MAINTENANCE REQUIREMENTS. 1.MAINTAIN A WORKING COPY OF THE SWPPP ON SITE AT ALL TIMES. 2.INSPECT AND RESTORE/CLEAN ALL FACILITIES (INLETS, MANHOLES, INFILTRATION BASINS, ETC.) OF SEDIMENT AND DEBRIS PRIOR TO THE OWNER'S ACCEPTANCE. 3.REMOVE AND DISPOSE ALL SEDIMENT AND DEBRIS AT A PRE-APPROVED LOCATION AS APPROVED BY THE TOWN OF BARNSTABLE. 4.INSPECT AFTER EVERY MAJOR RAINFALL EVENT FOR THE ENTIRE DURATION OF THE CONSTRUCTION PROJECT AND THE FIRST 3 MONTHS AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION AND CONSTRUCTION. 5.SPECIFIC MAINTENANCE REQUIRED DURING CONSTRUCTION AS FOLLOWS: A.DRAINAGE STRUCTURES (INLETS, MANHOLES & CATCHBASINS): ALL DRAINAGE STRUCTURES WILL BE INSPECTED TO MONITOR FOR PROPER OPERATION, COLLECTION OF LITTER OR TRASH, AND STRUCTURAL DETERIORATION. THE BASINS WILL BE CLEANED OF SEDIMENT (INCLUDING SUMPS) AS NECESSARY, AND REPAIRED WHEN REQUIRED. B.SEDIMENT FOREBAY: REMOVE SEDIMENT BUILD-UP ON THE FLOOR OF THE FOREBAY AND PROPERLY DISPOSE OF IN A PRE-APPROVED LOCATION ONCE EVERY YEAR, OR MORE OFTEN AS NECESSARY TO LIMIT SEDIMENT BUILDUP TO LESS THAN 50 PERCENT OF THE DESIGN VOLUME. C.BIORETENTION SYSTEMS AND BIOSWALES: INSPECT AFTER STORM EVENTS GREATER THAN OR EQUAL TO THE 1-YEAR, 24-HOUR PRECIPITATION EVENT, OR MORE FREQUENTLY AS NEEDED. REMOVE ANY TRASH AND/OR DEBRIS. CORRECT ANY EROSION OR GULLYING. REMOVE AND REPLACE ILL-ESTABLISHED, DEAD OR SEVERELY DISEASED PLANTS ANNUALLY. D.ENHANCED TREE TRENCH: INSTALL CATCH BASIN INSERTS. INSPECT STRUCTURE AFTER STORM EVENTS GREATER THAN OR EQUAL TO THE 1-YEAR, 24-HOUR PRECIPITATION EVENT, OR MORE FREQUENTLY AS NEEDED. THE BASINS WILL BE CLEANED OF SEDIMENT (INCLUDING SUMPS) AS NECESSARY, AND REPAIRED WHEN REQUIRED. E.TREE FILTER PITS: ALL TREE FILTER PITS WILL BE INSPECTED TO MONITOR FOR PROPER OPERATION, COLLECTION OF LITTER OR TRASH, AND STRUCTURAL DETERIORATION. THE BASINS AND SEDIMENT FOREBAYS WILL BE CLEANED OF SEDIMENT (INCLUDING SUMPS) AS NECESSARY, AND REPAIRED WHEN REQUIRED. F.ROUTINE MAINTENANCE: OTHER ROUTINE MAINTENANCE INCLUDES THE REMOVAL OF TRASH AND LITTER FROM PAVED AND PERIMETER AREAS, AND ANNUAL STREET AND PARKING LOT SWEEPING AFTER THE SPRING THAW TO AVOID EXCESSIVE ACCUMULATION OF SEDIMENT IN THE DRAINAGE SYSTEM. INSPECT THE PIPES DRAINING THE PROJECT ANNUALLY FOR PROPER FLOW. GENERAL CONSTRUCTION NOTES 1.ALL WORK TO COMPLETE THIS PROJECT AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2.MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS, PAY ALL FEES INCLUDING POLICE DETAILS AND POST ALL BONDS, IF NECESSARY, ASSOCIATED WITH THE SAME, AND COORDINATE WITH THE OWNER AND THE ENGINEER. 3.ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE. PRIOR TO THE START CONSTRUCTION VERIFY THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, NOTIFY THE OWNER AND THE ENGINEER PRIOR TO INSTALLING ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED. 4.THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS INDICATED ON THE DRAWINGS ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN OF BARNSTABLE, AND "DIGSAFE" (1-888-344-7233) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY UNALTERED AREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR MUST RESOLVE CONFLICTS BETWEEN THE PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES AND REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED, INCOMPLETELY OR INACCURATELY SHOWN. THE CONTRACTOR MUST MAINTAIN ACCURATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR THE PREPARATION OF THE AS-BUILT PLAN. 5.COORDINATE AND MAKE ALL CONNECTION ARRANGEMENTS WITH UTILITY COMPANIES, AS REQUIRED. 6.THE CONTRACTOR MUST MAINTAIN ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE DURING THE ENTIRE DURATION OF THE PROJECT. REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COST RELATED TO THE REPAIR OF UTILITIES. EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES MUST BE DONE BY HAND. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING OR REMOLDING ALL DRAINAGE, WATER, SEWER, OR GAS STRUCTURES WITHIN THE PROJECT LIMITS AS DIRECTED BY THE TOWN. 8.THE CONTRACTOR SHALL NOT STORE ANY APPARATUS, MATERIALS, SUPPLIES, OR EQUIPMENT ON DRAINAGE STRUCTURES, PRIVATE PROPERTY OR WITHIN 100 FEET OF WETLANDS, UNLESS INDICATED ON THE DRAWINGS. 9.THE CONTRACTOR SHALL PERFORM TEST PITS AT LOCATIONS WHERE DIRECTED BY THE TOWN AND OR ENGINEER. 10.COORDINATE ALL TRENCHING WORK WITHIN ROADWAYS WITH THE PROPER LOCAL & STATE AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY INCLUDING ANY LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH WORK. IF THIS WORK IS REQUIRED TO OCCUR OUTSIDE THE AGREED UPON HOURS OF OPERATION FOR THE FACILITY, THE CONTRACTOR MUST PLAN ACCORDINGLY. 11.INSTALL ALL UTILITY TRENCH WORK PRIOR TO INSTALLING NEW PAVEMENT AS INDICATED ON THE DRAWINGS. 12.ALL STRUCTURES AND PIPELINES LOCATED ADJACENT TO THE TRENCH EXCAVATION SHALL BE PROTECTED AND FIRMLY SUPPORTED BY THE CONTRACTOR UNTIL THE TRENCH IS BACKFILLED.INJURY TO ANY SUCH STRUCTURE CAUSED BY, OR RESULTING FROM, THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ALL UTILITIES REQUIRING REPAIR, RELOCATION OR ADJUSTMENT AS A RESULT OF THE PROJECT SHALL BE COORDINATED THROUGH THE RESPECTIVE UTILITY AND THE TOWN. 13.IN THOSE INSTANCES WHERE POWER OR TELEPHONE POLE SUPPORT IS REQUIRED, THE CONTRACTOR SHALL PROVIDE A MINIMUM 48-HOUR NOTIFICATION TO THE RESPECTIVE UTILITY COMPANY. NO ADDITIONAL PAYMENT WILL BE PROVIDED FOR TEMPORARY BRACING OF UTILITIES. 14.THE CONTRACTOR IS TO TAKE SPECIAL CARE NOT TO DAMAGE TREES, BUSHES, PLANTS,FLOWERS, STONEWALLS, FENCES, ETC. WITHIN THE CONSTRUCTION AREA UNLESS THEY ARE NOTED TO BE REMOVED. CONTRACTOR SHALL REPLACE AT NO COST TO OWNER, ALL DAMAGED ITEMS. 15.CONTRACTOR SHALL REMOVE AND REPLACE, OR REPAIR, ALL CURBS, SIDEWALKS, PAVEMENT AND OTHER ITEMS DAMAGED BY HIS CONSTRUCTION ACTIVITIES TO AT LEAST THEIR ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE TOWN AND ENGINEER. 16.THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A TELEPHONE NUMBER WHERE THE CONTRACTOR CAN BE REACHED 24 HOURS A DAY, 7 DAYS A WEEK. 17.THE LOCATION AND LIMITS OF ALL ON-SITE WORK AND STORAGE AREAS SHALL BE REVIEWED/COORDINATED WITH, AND ACCEPTABLE TO THE TOWN. THE CONTRACTOR SHALL LIMIT ACTIVITIES TO THESE AREAS. 18.THE CONTRACTOR SHALL BE REQUIRED TO TEMPORARILY PAVE ALL DISTURBED TRAVEL WAYS,SIDEWALKS & DRIVEWAYS NOT UNDER CONSTRUCTION OR IF LEFT DURING NON WORKING HOURS AND AS REQUIRED BY THE TOWN 19.IMPORT ONLY CLEAN MATERIAL. MATERIAL FROM AN EXISTING OR FORMER 21E SITE AS DEFINED BY THE MASSACHUSETTS CONTINGENCY PLAN 310 CMR 40.0000 WILL NOT BE ACCEPTED . 20.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH AND MAINTAIN ALL CONTROL POINTS AND BENCHMARKS DURING CONSTRUCTION INCLUDING BENCHMARK LOCATIONS AND ELEVATIONS AT CRITICAL AREAS. COORDINATE WITH THE ENGINEER THE LOCATION OF ALL CONTROL POINTS AND BENCHMARKS. 21.SITE LAYOUT SURVEY REQUIRED FOR CONSTRUCTION MUST BE PROVIDED BY THE CONTRACTOR AND PERFORMED BY A MASSACHUSETTS' REGISTERED PROFESSIONAL LAND SURVEYOR. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE SURVEYOR FOR ALL SITE SURVEY WORK. 22.MAINTAIN ALL GRADE STAKES SET BY THE SURVEYOR. GRADE STAKES ARE TO REMAIN UNTIL A FINAL INSPECTION OF THE ITEM HAS BEEN COMPLETED BY THE ENGINEER. RE-STAKING OF PREVIOUSLY SURVEYED SITE FEATURES IS THE RESPONSIBILITY (INCLUDING COST) OF THE CONTRACTOR. 23.PROVIDE ALL CONSTRUCTION SERVICE IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS REGARDING NOISE, VIBRATION, DUST, SEDIMENTATION CONTAINMENT, AND TRENCH WORK. 24.COLLECT SOLID WASTES AND STORE IN A SECURED DUMPSTER. THE DUMPSTER MUST MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. 25.REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. PROMPTLY REMOVE ALL DEMOLITION DEBRIS FROM THE SITE TO AN APPROVED DUMP SITE. 26.ALL TRUCKS LEAVING THE SITE MUST BE COVERED. 27.DO NOT WASH ANY CONCRETE TRUCKS ONSITE. REMOVE BY HAND ANY CEMENT OR CONCRETE DEBRIS LEFT IN THE DISTURBED AREA. 28.BURIAL OF ANY STUMPS, SOLID DEBRIS, AND/OR STONES/BOULDERS ONSITE IS PROHIBITED. 29.IMMEDIATELY CONTACT AND COORDINATE WITH THE ENGINEER AND OWNER IF ANY DEVIATION OR ALTERATION OF THE WORK PROPOSED ON THESE DRAWINGS IS REQUIRED. 30.AT THE END OF CONSTRUCTION, REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE PERFORM A THOROUGH INSPECTION OF THE WORK PERIMETER. COLLECT AND REMOVE ALL MATERIALS AND BLOWN OR WATER CARRIED DEBRIS FROM THE SITE. SURVEY NOTES 1.THE TOPOGRAPHY AND EXISTING CONDITIONS DEPICTED HEREON WERE OBTAINED FROM AN INSTRUMENT SURVEY CONDUCTED ON THE GROUND BY THE TOWN OF BARNSTABLE- DPW SURVEY CREW. 2.THIS PLAN DOES NOT SHOW ANY RECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. HOWEVER, THIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. 3.THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4.ALL ABUTTING PROPERTY AND BOUNDARY LINES DEPICTED ARE APPROXIMATE ONLY. 5.THE RIGHT-OF-WAY LINES SHOWN HEREON ARE BASED ON A COMPILATION OF RECORD PLANS AND DEEDS OBTAINED FROM THE PUBLIC RECORDS. 6.EXISTING CONTOUR INTERVALS ARE EQUAL TO ONE FOOT. 7.THE ACCURACY OF MEASURED PIPE INVERTS AND PIPE SIZES IS SUBJECT TO FIELD CONDITIONS, THE ABILITY TO MAKE VISUAL OBSERVATIONS, DIRECT ACCESS TO THE VARIOUS ELEMENTS AND OTHER CONDITIONS. DEWATERING 1.A HIGH WATER TABLE IS NOT ANTICIPATED. HOWEVER, IF THE WATER TABLE IS ENCOUNTERED DURING EXCAVATION, TEMPORARILY LOWER THE WATER TABLE BY PUMPING AS INDICATED IN THE DEWATERING SUMP DETAIL. INSTALL A DEWATERING BASIN AS INDICATED IN THE DEWATERING BAG DETAIL AND PROVIDE A DEWATERING PLAN DEPICTING PROPOSED DEWATERING LOCATION. DIRECT THE PUMP DISCHARGE TO THIS BASIN TO PREVENT SEDIMENTS FROM LEAVING THE CONSTRUCTION AREA. INSTALL ADDITIONAL BASINS IF REQUIRED. INSTALL THE BASIN AS INDICATED ON DRAWINGS IF SO NOTED, OTHERWISE INSTALL THE BASIN(S) WITHIN THE LIMIT OF DISTURBANCE INDICATED BY THE SILT FENCE OR STRAWBALES. 2.PRIOR TO ANY DEWATERING, THE DEWATERING PLAN MUST BE APPROVED BY THE ENGINEER. 3.IF DEWATERING IS NECESSARY DURING CONSTRUCTION, IMPLEMENT THE PROPER ESC MEASURES ON SITE TO PREVENT EROSION OR SEDIMENT RUNOFF. THESE MEASURES CAN INCLUDE DEWATERING BAGS, TEMPORARY STRAWBALES, SILT FENCES, SILT SOCKS AND/OR OTHER APPROVED DEVICES AS INDICATED IN THE DETAILS. C-8.2 DetailsProposed Sidewalk ExtensionTOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C8- DETAILS.dwg3/8/2024 100% DESIGN SET NJC BASE SECTIONSECTION(S)RISERCONCENTRICCONE SECTIONAS REQ'D.24"8"8" 48" DIA. (MIN) 12" (TYP.) FINISH GRADE SEE NOTE 4. SEE NOTE 3 OUTLET COMPACTED GRAVEL COMPACTED SUBGRADE 12"8"SEE NOTE 5 4' (MIN.)INVERTSEE ALTERNATETOP SLAB DIA. VARIES MONOLITHIC48" DIA. (MIN.)MIN.Alternate Top Slab Alternate Eccentric Cone Section Notes: 1.ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. 2.PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. 3.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. 4.CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAXIMUM). 5.OPENING IN TOP SLAB SHALL BE 24"x27" FOR CATCH BASINS WITH CURB INLETS. OPENING SHALL BE 24"x24" AT ALL OTHER LOCATIONS. SEE NOTE 2. 12" HOOD SEE NOTE 5 SCALE: N.T.S. CATCH BASINSCALE: N.T.S. MUNICIPAL STANDARD CATCH BASIN FRAME & GRATE SECTION PLAN AA NOTES: 1.FRAME AND GRATE SHALL BE RATED FOR HS-20 LOADING. 2.MIN FRAME WEIGHT: 4 FLANGE 295 LBS. 3 FLANGE 265 LBS. 3.USE 3 FLANGE FRAMES AT CURB INLETS. 24"2"8"22" 33-1/2" 33-1/2"33-1/2"1-1/4"1-1/4" TOP OF CURB X" SEDIMENT FOREBAY BIORETENTION/BIOSWALE (SEE DETAIL) SEDIMENT FOREBAY NOT TO SCALE NOTES: 1.SEE SPECIFICATIONS FOR PLANTABLE/PERMEABLE PAVER REQUIREMENTS. 2.INSTALL PLANTABLE/PERMEABLE PAVER SYSTEM PER MANUFACTURERS REQUIREMENTS. 3.SHAPE FOREBAY AS REQUIRED WITH MIN. 6" SIDE SLOPE DEPTH. 4.LANDSCAPE EDGING: HEAVY DUTY STEEL LANDSCAPE EDGING (1 4" THICKNESS) WITH NATURAL FINISH 5.SEE PLANS FOR DIMENSIONS GRADING AND ELEVATIONS FOR SEDIMENT FOREBAY FLO W PLANTABLE CONCRETE PAVER NOTES: 1.REFER TO MANUFACTURERS REQUIREMENTS FOR ADDITIONAL INSTALLATION REQUIREMENTS 2.FILTER FABRIC AROUND PERIMETER AND BOTTOM OF STONE BASE. KEY IN MINIMUM 6". 6" MIN. FILTER FABRIC OVERLAP 6" SECTION A - A SECTION B - B PLANTABLE CONCRETE PAVER B B A A 2" A A INFILL DETAIL PLANTABLE CONCRETE PAVER (SEE DETAIL) HEAVY DUTY STEEL LANDSCAPE EDGING SEE LANDSCAPE PLANS FOR SLOPE TREATMENT SEE SITE PLAN 4:1 MAX SLOPE WEIR NOTCH - SEE DETAIL COMPACTED SUBGRADE CURB INLET SEE DETAIL GRANITE CHECK DAM SEE DETAILGUTTER LINE BEDDING MATERIAL PER MANUFACTURER REQUIREMENTS PLANTABLE/PERMEABLE CONCRETE PAVER 1 2" NOMINAL COMPACTED CLEAN SHARP SAND (ASTM C33) FOR LEVELING CRUSHED STONE RESERVOIR MEETING AASHTO #57 COMPACTED SUBGRADE, 95% MODIFIED PROCTOR DENSITY PLANTABLE CONCRETE PAVERS SYSTEM OR APPROVED EQUIVALENT- SEE SPECIFICATIONS FILTER FABRIC (NON-WOVEN MIRAFI 140N OR APPROVED EQUIVALENT) SUBBASE SLOPED TO MATCH PAVER SLOPE AGGREGATE INFILL MATERIAL: 3 8" PEA GRAVEL 3/8" MINUS CRUSHED ANGULAR ROCK OR LESS PLANTING SOIL SAND BROOM FINISH JUST BELOW DRIVABLE GRASS MAT SURFACE. SEE SPECIFICATIONS INFILL THE FIRST 1/2" OF THE MATS WITH SAND (ASTM C33) TO FILL JOINTS BETWEEN MAT EDGES. AGGREGATE INFILL. PAVER MAT PLAN VIEW AGGREGATE INFILL. CRUSHED STONE CLEAN EDGE AT CHECKDAM PROVIDE A CLEAN EDGE AT INFLOW INTERFACE HEAVY DUTY LANDSCAPE EDGING 1 1 2" NOTES: 1.ALL SECTIONS DESIGNED FOR H20 LOADING IF LOCATED WITH PAVED SURFACES AND/OR TRAFFIC AREAS. 2.PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS INSIDE AND OUT. 3.SET RECHARGE BASIN FRAME AND GRATE IN FULL MORTAR BED. ADJUST TO GRADE WITH PRECAST CONCRETE RISER. 4.FRAME AND COVER TO CONFORM TO MASSACHUSETTS STANDARDS (LEBARON FOUNDRY, MODEL LK 110A, OR APPR. EQUIV.). 5.GEOTEXTILE FILTER FABRIC: MIRAFI 140N OR EQUIVALENT. TYPICAL RECHARGE BASIN (RB) DETAIL NOT TO SCALE 12" MIN. FABRIC OVERLAP 8" C INFLOW PIPE MONOLITHIC OR KEYED CONNECTIONS (TYP.) FRAME AND GRATE/COVER ADJUST WITH RISER WHERE NECESSARY SET IN MORTAR (SEE NOTES) 1-1/2" WASHED STONE SURROUND STONE WITH GEOTEXTILE FILTER FABRIC 1' OF 1-1/2" WASHED STONE FOR SUBGRADE APPROVED SUBGRADE PRECAST BASIN SOD 4" LOAM O R M O D . P E A T SOD4" LOA M O R M O D . P E A T GRAVEL BITUMINOUS CONCRETE 36" ± 1" 2'2' SCALE: N.T.S. TYPICAL BIT. LETDOWN CHANNEL NOTES: 1.ALL MATERIAL AND CONSTRUCTION METHODS SHALL CONFORM TO MASSDOT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 1"± 4" 4" 8" 9" SCALE: N.T.S. RIP-RAP APRON DETAIL LOAM AND SEED (TYP) 6" MIN SELECT GRAVEL OR CRUSHED STONE SUB-GRADE/COMPACTED FILL OR UNDISTURBED MATERIAL MIRAFI FILTER FABRIC OR APPROVED EQUAL 12" MIN. DEPTH RIP-RAP MINIMUM WEIGHT OF STONE = 50 LBS. MAXIMUM WEIGHT NOT TO EXCEED 125 LBS. 1 2 VARIES (SEE PLANS)6"1 2 LIMIT OF RIP-RAP RECESSED GALVANIZED LIFTING INSERTS TYP 6'-0"1'-0" 6'-0"1'-0" FLOW TRENCH GRATE TO BE TITLE WAVE MODEL 5000 PSI CONCRETE @ 28 DAYS 1'-9"1'-9" 1'-6" #3 REBAR @ 18" OC 1'-4" W.W. MESH (6X6W1.4.4XW1.4) SHEETS 1" COVER OFF BOTTOM 1'-8"2'-4"1'-8"1'-1"6"2''-4"1'-4"7"1'-0"1'-8"1'-0"1'-8"1'-0" 7'-0" 2'- 4 " SCALE: N.T.S. SIDEWALK INLET GRATE C-8.3 DetailsProposed Sidewalk ExtensionTOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisMarch 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Plot\C8- DETAILS.dwg3/8/2024 100% DESIGN SET NJC Appendix C: Project Location and Environmental Maps + − 0 300 600ft Details Add Basemap Save Print Measure Bookmarks USGS Topographic Quadrangle MapsHome 5/11/24, 5:31 AM USGS Topographic Quadrangle Maps https://massgis.maps.arcgis.com/home/webmap/viewer.html?layers=561d696d35ec4ca3a23b63e03cdfe100 1/1 BARNSTABLE MassGIS, Esri, HERE, Garmin, GeoTechnologies, I 0.2mi0.2mi0.2mi0.2mi0.2mi Find address or place+ – Massachusetts 2020 Environmental Justice Populations Click in any EJ community for details More inf Legend Layers  MA Municipalities MA 2020 Environmental Justice Block Groups Minority: the block group minority population is >= 40%, or the block group minority population is >= 25% and the median household income of the municipality the block group is in is < 150% of the Massachusetts median household income Income: at least 25% of households have a median household income 65% or less than the state median household income Language isolation: 25% or more of households do not include anyone older than 14 who speaks English very well Minority and Income Minority and English isolation Income and English isolation Minority, Income and English isolation 5/11/24, 7:10 AM Massachusetts 2020 Environmental Justice Populations https://mass-eoeea.maps.arcgis.com/apps/webappviewer/index.html?id=1d6f63e7762a48e5930de84ed4849212 1/1 MassHistoric Commission Inventory (Points) Areas of Critical Environmental C Census Coastal and Marine Features Conservation / Recreation Cultural Resources MassHistoric Commission MassHistoric Commission Inventory (Points) MassHistoric Commission Inventory (Areas) MassHistoric Commission Towns Environmental Monitoring (testing/monitoring sites) Images Index (grids/tiling schemes Enter a location… 41.63980, -70.2736 1 L AT LON + − 1:18,056 300 m 1000 ft Leaflet | MassGIS 2023 Aerial Imagery 5/11/24, 7:29 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 NHESP Estimated Habitats of Rare Wildlife Areas of Critical Environmental Concern ACECs Boundaries Areas of Critical Data Chapter 91 Conservation / Recreation Areas of Critical Environmental Concern ACECs Areas of Critical Environmental Concern ACECs Areas of Critical Environmental Concern ACECs Transparent Green Areas of Critical Environmental Concern ACECs Boundaries Community Preservation Act N t l H it D t Enter a location… 41.63511, -70.2656 3 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 2021 Aerial Imagery 5/11/24, 7:20 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 NHESP Priority Habitats of Rare Species NHESP Estimated Habitats of Rare Wildlife Areas of Critical Environmental Concern Data Chapter 91 Conservation / Recreation Areas of Critical Environmental Concern ACECs Areas of Critical Environmental Concern ACECs Areas of Critical Environmental Concern ACECs Transparent Green Areas of Critical Environmental Concern ACECs Boundaries Community Preservation Act N t l H it D t Enter a location… 41.63962, -70.2740 9 L AT LON + − 1:18,056 300 m 1000 ft Leaflet | MassGIS 2021 Aerial Imagery 5/11/24, 7:24 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 Prime Forest Land Outstanding Resource y Registry of Motor Vehicles Locations Schools Seaports Town Halls Trains Transmission Lines WiFi Sites Physical Resources Aquifers Bedrock Lithology Depth to Bedrock DFW Coldwater Fisheries Resources Ecoregions Geographic Names Hydrogeologic Atlas of Mass. Enter a location… 41.63745, -70.2803 7 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 5/11/24, 7:39 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 NHESP Cer tified Vernal Pools Potential Vernal Pools Prime Forest Land Outstanding Resource Waters L d U ub c Ut ty o de s Registry of Motor Vehicles Locations Schools Seaports Town Halls Trains Transmission Lines WiFi Sites Physical Resources Aquifers Bedrock Lithology Depth to Bedrock DFW Coldwater Fisheries Resources Ecoregions Geographic Names Hydrogeologic Atlas of Mass. Enter a location… 41.63704, -70.2799 0 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 5/11/24, 7:41 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 Top 20 Soils: Hydrologic Soil Group Top 20 Soils: Slope by Category Soils Outlines Soils Upland Forest Coastal Plain Pond Systems C l Features Interior Forest Land Use Land Cover Land Use (2016) Index Land Cover Land Use (2016) Land Use 1951 21 Classes (Cape Cod) Land Use 1971 21 Classes Land Use 1985 21 Classes Land Use 1999 21 Classes Land Use 1985 37 Classes Land Use 1999 37 Classes Enter a location… 41.64098, -70.2676 5 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 5/11/24, 7:45 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 yd o og c So Group Top 20 Soils: Slope by Category Soils Outlines Land Use Land Cover Land Use (2016) Index Land Cover Land Use (2016) Land Use 1951 21 Classes (Cape Cod) Land Use 1971 21 Classes Land Use 1985 21 Classes Land Use 1999 21 Classes Land Use 1985 37 Classes Land Use 1999 37 Classes Land Use 2005 Land Use 2005 Enter a location… 41.63691, -70.2796 2 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 5/11/24, 7:47 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 Top 20 Soils: Hydrologic Soil Group Top 20 Soils: Slope by Category S il O tli Land Use Land Cover Land Use (2016) Index Land Cover Land Use (2016) Land Use 1951 21 Classes (Cape Cod) Land Use 1971 21 Classes Land Use 1985 21 Classes Land Use 1999 21 Classes Land Use 1985 37 Classes Land Use 1999 37 Classes Land Use 2005 Land Use 2005 Enter a location… 41.63733, -70.2713 8 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 5/11/24, 7:49 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 Top 20 Soils: Saturated Hydraulic Conductivity (Ksat) Top 20 Soils: Hydrologic Soil Group Land Cover Land Use (2016) Land Use 1951 21 Classes (Cape Cod) Land Use 1971 21 Classes Land Use 1985 21 Classes Land Use 1999 21 Classes Land Use 1985 37 Classes Land Use 1999 37 Classes Land Use 2005 Land Use 2005 Download Links Land Use Change 1971-1985 Enter a location… 41.63712, -70.2664 9 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 5/11/24, 7:51 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 Top 20 Soils: Depth to Water Table Top 20 Soils: Saturated Hydraulic Land Use 1971 21 Classes Land Use 1985 21 Classes Land Use 1999 21 Classes Land Use 1985 37 Classes Land Use 1999 37 Classes Land Use 2005 Land Use 2005 Download Links Land Use Change 1971-1985 Land Use Change 1971-1999 Land Use Change 1985-1999 Enter a location… 41.63713, -70.2665 1 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 5/11/24, 7:53 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 Top 20 Soils: Drainage Class Top 20 Soils: Depth to Water Table Top 20 Soils: Land Use 1971 21 Classes Land Use 1985 21 Classes Land Use 1999 21 Classes Land Use 1985 37 Classes Land Use 1999 37 Classes Land Use 2005 Land Use 2005 Download Links Land Use Change 1971-1985 Land Use Change 1971-1999 Land Use Change 1985-1999 Enter a location… 41.63612, -70.2674 6 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 5/11/24, 7:54 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 Top 20 Soils: Hydric Rating by Map Unit Top 20 Soils: Drainage Class Top 20 Soils: Depth to Water Table Top 20 Soils: Saturated Land Use 1971 21 Classes Land Use 1985 21 Classes Land Use 1999 21 Classes Land Use 1985 37 Classes Land Use 1999 37 Classes Land Use 2005 Land Use 2005 Download Links Land Use Change 1971-1985 Land Use Change 1971-1999 Land Use Change 1985-1999 Enter a location… 41.63798, -70.2685 9 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 5/11/24, 7:55 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 Surficial Geology Surface Water Supply Watersheds Land Use Change 1971-1985 Land Use Change 1971-1999 Land Use Change 1985-1999 Outstanding Resource Waters Outstanding Resource Waters Outstanding Resource Waters Outlines Prime Forest Land Prime Forest Land Priority Natural Vegetation Communities Potential Vernal Pools NHESP Cer tified Vernal Pools Enter a location… 41.63757, -70.2665 3 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 5/11/24, 7:58 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 Surficial Geology Depth in Feet Surficial Geology Surface Water Supply Watersheds NEHRP Soil Land Use Change 1971-1985 Land Use Change 1971-1999 Land Use Change 1985-1999 Outstanding Resource Waters Outstanding Resource Waters Outstanding Resource Waters Outlines Prime Forest Land Prime Forest Land Priority Natural Vegetation Communities Potential Vernal Pools NHESP Cer tified V l P l Enter a location… 41.63534, -70.2664 7 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 5/11/24, 7:59 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 Paper FIRMs, where NFHL Unavailable) FEMA National Flood Hazard Layer Polygons DEP 2013 or urban land) Top 20 Soils: Hydrologic Soil Group Top 20 Soils: pH (1 to 1Water) Prime Farmland Soils Top 20 Soils: Saturated Hydraulic Conductivity (Ksat) Top 20 Soils: Septic Tank Absorption Fields Top 20 Soils: Corrosion of Concrete Top 20 Soils: Depth to Water Table Top 20 Soils: Drainage Class Top 20 Soils: Dwellings with Enter a location… 41.63430, -70.2785 3 L AT LON + − 1:9,028 100 m 500 ft Leaflet | MassGIS 5/11/24, 8:05 AM MassMapper https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html?bl=MassGIS Basemap__100&l=massgis%3AGISDATA.ACECS_POLY__GISDATA.ACECS_POLY%3A%3ADefault__ON__100&…1/1 Appendix D: Abutters List, Map, and Notification Letter Conservation Notice of Intent (NOI) Abutter List for Subject Parcels , 324038, 324039, 324040CND, 324043, 324045, 324046, 324047, 324048001, 324048002, 324049, 324113, 324114, 324117 Property owners within 100 feet of the perimeter of the subject parcel upon which work is proposed. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 324034001 TISE, STEPHEN E & SANDRA M 467 OCEAN STREET HYANNIS 02601MA 324035 BARNSTABLE, TOWN OF (CON)CONSERVATION COMMISSION 230 SOUTH STREET HYANNIS 02601MA 324036 ALBA, DORIAN & ELIDA 109 ROBBINS STREET MILTON 02186MA 324037 JUNKOVIC, ALBINA & PRENCA 175 GARDINER ROAD QUINCY 02169MA 324038 BARNSTABLE, TOWN OF (BCH)367 MAIN STREET HYANNIS 02601MA 324039 LOCKHART, CHARLES F ET AL TRS DUNBAR'S POINT TRUST 490 OCEAN STREET HYANNIS 02601MA 32404000A FORD, THOMAS A & ELAINE M 20 JOHN HALL CARTWAY YARMOUTH PORT 02675MA 32404000B COLLINS, BRETT & CORSON, PRISCILLA 26 ISABELLA ST #3 BOSTON 02116MA 32404000C MILLS, KENNETH W & M. DENISE 500 OCEAN STREET, UNIT 144 HYANNIS 02601MA 32404000D KO, ALBERT & DINA 500 OCEAN ST UNIT 145 HYANNIS 02601MA 32404000E SCHINDLER, KATHLEEN L 222 KATE'S PATH YARMOUTH PORT 02675MA 32404000F STONEMAN, JAN M & SOFIYA Y 12 ROLLING RIDGE LANE SANDWICH 02563MA 32404000G ZECCHINELLI, BRIAN J & KAREN A TRS BRIAN J & KAREN A ZECCHINELLI REV FAM TR 51 EDGEWOOD BROOK ROAD BARRE 05641VT 32404000H BILGEN, ERIUGRUL 102 BATHURST AVE POINT CLAIRE QC H9S 4Z8 CANADA .. 5/10/2024 5:20 PMReport Generated On:Page 1 of 12 164Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 32404000H BILGEN, ERIUGRUL 102 BATHURST AVE POINT CLAIRE QC H9S 4Z8 CANADA .. 32404000I KENNEY JR, THOMAS V & SARA 408 BRUNSWICK AVENUE TROY 12180NY 32404000J SIMMONS, GEORGE & EILEEN 25 GLENMEADOW DRIVE NORTHFORD 06472CT 32404000K FERGUSON, GARRY B & JANE L TRS GARRY AND JANE FERGUSON LIVING TRUST 19 OSPREY DRIVE COTUIT 02635MA 32404000L STEINBERG, KERRI & ZIRLEN, JULIANNE 538 HEMENWAY STREET MARLBOROUGH 01752MA 32404000M SIMMONS, GEORGE N & EILEEN 25 GLENMEADOW DRIVE NORTHFORD 06472CT 32404000N SAWYER, JOHN C & MARTHA C 500 OCEAN ST #155 HYANNIS 02601MA 32404000O VALLATINI, JOSEPH L & VALLATINI, ELEANORE TRS JOSEPH L VALLATINI REVOCABLE TRUST ET AL 41 SKIPPING STONE PLYMOUTH 02360MA 32404000P BECHTEL, ALAN R & LORI A 21 HILLINGTON DR NORTH EASTON 02356MA 32404000Q DOHERTY, PAULA M P O BOX 10 BELMONT 02478MA 32404000R ELDAMAA, CHAFIC & MAYA 67 WHITNEY AVENUE WESTWOOD 02090MA 32404000S COTTONWOOD LANE LLC 16 AVERY ROAD BLOOMFIELD 06002CT 32404000T ELDERINY, REEM 500 OCEAN STREET UNIT 6 HYANNIS 02601MA 32404000U VALENTE, PASQUALE & MARIA 102 FOREST STREET NEW CANAAN 06840CT 32404000V CONROY, MARTIN E JR 500 OCEAN ST, UNIT 8 HYANNIS 02601MA 32404000W GILLILAND, SARAH E 500 OCEAN STREET UNIT 9 HYANNIS 02601MA 5/10/2024 5:20 PMReport Generated On:Page 2 of 12 164Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 32404000W GILLILAND, SARAH E 500 OCEAN STREET UNIT 9 HYANNIS 02601MA 32404000X FANTE, CLARA C TR & MACKEY, SYLVIA F 5 LONGMEADOW ROAD ARLINGTON 02474MA 32404000Y MCALLISTER, SCOTT A AND AITKEN, ELIZABETH K P O BOX 536 HYANNISPORT 02647MA 32404000Z LIU, LI & TU, JUN 40 HIGH ROCK STREET NEEDHAM 02492MA 3240400AA HARRIS, CHRISTOPHER & KRISTIN 27 MORTON ROAD ARLINGTON 02476MA 3240400AB FRISBY, SHARON M TR SHARON M FRISBY REV TR 56 COBBLE STONE ROAD BARNSTABLE 02630MA 3240400AC GANEM, EDMOND J 3 HILLTOP ROAD METHUEN 01844MA 3240400AD SASSON, JOSEPH ALAN & MICHELLE TRS SASSON FAMILY REALTY TRUST 40 REDWOOD ROAD NEWTON 02459MA 3240400AE MCCLEMENS, GLORIANN M & THOMAS J TRS MCCLEMENS FAMILY LIVING TRUST 24 HALF WAY SOUTH DENNIS 02660MA 3240400AF DANNER, CAROLE ANN PO BOX 1810 HYANNIS 02601MA 3240400AG TRIVEDI LLC 1143 HANCOCK ST QUINCY 02169MA 3240400AH FOLEY, MARY M TR MARY M FOLEY TRUST OF 11/1/13 12 PLEASANT STREET WEST NEWTON 02465MA 3240400AI NGUYEN, KHONG A & HUYNH, PHUONG 5 VALLEY VIEW DRIVE NORTH GRAFTON 01536MA 3240400AJ SLATTERY, PAUL J & SUSAN M 128 SETTLERS RIDGE RD MILFORD 06460-3774CT 3240400AK ANTONOPOULOS, GEORGE & KATERINA 43 KATHRYN DRIVE ASHLAND 01721MA 5/10/2024 5:20 PMReport Generated On:Page 3 of 12 164Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 3240400AL SILVIA,STEPHANIE REGO& PHILIP THOMAS III 112 SYCAMORE LANE WESTPORT 02790MA 3240400AM FOLEY, MARY EILEEN 500 OCEAN ST - UNIT 33 HYANNIS 02601MA 3240400AN DOHERTY, THOMAS E & SUSAN 500 OCEAN STREET UNIT 35 HYANNIS 02601MA 3240400AO YOMAZZO, MARK 1 MERLIN'S LANE NEWTON 06470CT 3240400AP ALEXANDER, ANN 500 OCEAN ST # 39 HYANNIS 02601MA 3240400AQ PEIXINHO, ROBERT M & DOREEN M 5 JOYCE RD WALTHAM 02154MA 3240400AR PACHECO, PAULO J & DIANE R 1 GABRIALA LANE WESTPORT 02790MA 3240400AS MOVSESIAN, PAUL & PAULA 53 WHITE AVENUE RIVERSIDE 02915RI 3240400AT FIELD, DANIEL & KARA 319 WEATHERBEE DR WESTWOOD 02090MA 3240400AU HYANNIS 109 LLC 500 OCEAN STREET UNIT 109 HYANNIS 02601MA 3240400AV MAJESKI, VINCENT N & MARTHA J 3 FAIRBANKS LN NORTH READING 01864MA 3240400AW MARINI, KATHLEEN A TR ET AL KATHLEEN A MARINI TRUST AGREEMENT 666 MAIN STREET APT 402 WINCHESTER 01890MA 3240400AX WOODWORTH, JOAN H & JEFFREY R 28 CEDAR HILL DRIVE WESTWOOD 02090MA 3240400AY MAHONEY, LILLIAN TR OCEAN STATE IRREVOCABLE TRUST 9 CARMEN AVENUE STONEHAM 02180MA 3240400AZ BEASER, RICHARD S & MARGUERITE M TRS BEASER FAMILY LIVING TRUST 44 CHATHAM ROAD NEWTON HIGHLANDS 02461MA 3240400BA SURABIAN, KENNETH Z 14 OLD COLONY RD ARLINGTON 02474MA 5/10/2024 5:20 PMReport Generated On:Page 4 of 12 164Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 3240400BA SURABIAN, KENNETH Z 14 OLD COLONY RD ARLINGTON 02474MA 3240400BB JANELLE, RAYMOND T & MARILYN 166 BOYLSTON STREET NEWINGTON 06111CT 3240400BC TOMONIQUE LLC 97-99 ROUTE DE LATRESNE CARIGNAN DE BORDEAUX 33360 3240400BD VOZZELLA, HENRY R TR 33 WESTRIDGE DR SHARON 02067MA 3240400BE SALTMAN, ROGER L & ANNE BREGY 2175 TEN EYCK AVENUE CAZENOVIA 13035-9751NY 3240400BF BALIESTIERO, LAURA L TR MICHAEL A BALIESTIERO REVOCABLE TRUST PO BOX 546 CARLISLE 01741MA 3240400BG MCELLIGOTT, MICHAEL B 500 OCEAN STREET UNIT 133 HYANNIS 02601MA 3240400BH JENSEN, RALPH & BOGGS, E JACKSON TRS MARGARET JAYNE JENSEN REVOCABLE TRUST 4013 W MORRISON AVE TAMPA 33629FL 3240400BI GARROW, ROBERT E & PAULA E TRS ROBERT E GARROW FAMILY TRUST 25 PAMMY'S PATH NORTH EASTON 02356MA 3240400BJ COOKE, RICHARD E TR 500 OCEAN STREET REALTY TRUST 328 NORTH OCEAN BLVD APT 605 POMPANO BEACH 33062FL 3240400BK ZOLOTAR, ALEXANDER & ELENA 55 FAY LANE NEEDHAM 02494MA 3240400BL ALTOMARE, PATRICIA M 500 OCEAN STREET UNIT 30 HYANNIS 02601MA 3240400BM LOGAN, JAMES B PO BOX 2491 MANCHESTER 05255VT 3240400BN MORRIS, SHEILA 500 OCEAN STREET UNIT 26 HYANNIS 02601MA 3240400BO DUFFY, DAVID C 46 KINGS WAY #805B WALTHAM 02451MA 3240400BP ADHIKARI, GUZIDE & MANAS 154 OLD SPRING STREET LEXINGTON 02421MA 5/10/2024 5:20 PMReport Generated On:Page 5 of 12 164Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 3240400BP ADHIKARI, GUZIDE & MANAS 154 OLD SPRING STREET LEXINGTON 02421MA 3240400BQ QUAGLIA, EUGENE P & CAROL ANN 16 RIDGEFIELD ROAD NEW CITY 10956NY 3240400BR DONOHUE, WILLIAM J TR WILLIAM J DONOHUE REV TR 1699 DOWNING STREET #405 DENVER 80218CO 3240400BS NEVILLE, JAMES P TR JAMES P NEVILLE 2016 FAMILY TRUST 2 GARDEN LANE UNIT 2 CAMBRIDGE 02138MA 3240400BT GARRITY, EDWARD & LISA &FUSTOLO, STEVEN C & ELISA 11 PINECREST DRIVE WESTBOROUGH 01581MA 3240400BU GUIDONE, JOHN JAY & SHERRI 11 WILLETT POND WESTWOOD 02090MA 3240400BV GUIDONE, JOHN J & SHERRI A 11 WILLETT POND WESTWOOD 02090MA 3240400BW DAY, DOREEN 143 HORSESHOE DR WESTBROOK 06498CT 3240400BX BOLSTER, ROBERT W & AMY L PO BOX 1143 HOLLIS 03049NH 3240400BY MURPHY, THERESE TR MURPHY INVESTMENT TRUST 500 OCEAN STREET #44 HYANNIS 02601MA 3240400BZ PARAB, SHEILA & BHAGWAN D TRS SHIELA PARAB LIVING TRUST 17 GILMORE FARM ROAD WESTBOROUGH 01581-2216MA 3240400CA RAMSDELL, MARK P & DONNA L TRS DONNA L RAMSDELL REVOCABLE TRUST 13 ABBEY RD SHERBORN 01770MA 3240400CB FUSTOLO, CONSTANCE W 15 CUMBERLAND RD BELMONT 02478-2110MA 3240400CC OETTGEN, J PETER & HARRIS, DARLA A TRS PETER AND DARLAS FAMILY TRUST 32 SHORE ROAD MERRIMAC 01860MA 3240400CD GOOD, ARNOLD P & NEWMARK, LISA M 7385 SOUTHFIELD ROAD NEW ALBANY 43054OH 5/10/2024 5:20 PMReport Generated On:Page 6 of 12 164Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 3240400CE DUFFY, DAVID C & DI LILLO, M DONNA & LOUIS TRS SPD CHILDRENS TRUST C/O DUFFY PROPERTIES 465 WAVERLY OAKS RD STE 500 WALTHAM 02452MA 3240400CF PACHECO, DIANE R & PAULO J 1 GABRIALA LANE WESTPORT 02790MA 3240400CG KILBRIDE, THOMAS A & KATHLEEN A 38 HARVARD STREET READING 01867MA 3240400CH GOOD, ARNOLD P & NEWMARK, LISA M & GOOD, HOWARD A & BARBARA J 7385 SOUTHFIELD ROAD NEW ALBANY 43054OH 3240400CI CHONG, FRANK K & MARIA C TRS 500 OCEAN ST NOMINEE TRUST 44 HALLETT HILL RD WESTON 02193MA 3240400CJ DUFFY, C PAMELA 905 CONCORD AVENUE BELMONT 02478MA 3240400CK MILLS, KENNETH & MARGARET DENISE 11 BOXWOOD CIRCLE DRACUT 01826MA 3240400CL GROSSMAN, ANDREW J & JENNIFER L BERGMAN- 500 OCEAN STREET UNIT 58 HYANNIS 02601MA 3240400CM DUFFY, BRIAN W & ZILLAH MARIA ODEN 4019 SOUTHWESTERN ST HOUSTON 77005TX 3240400CN POTTER, SUSAN M & HALL, WILLIAM J TRS DUFFY FAMILY GST TRUST FBO SUSAN M POTTER 31 LIDO LANE BEDFORD 01730MA 3240400CO DUFFY, BARBARA J & HALL, WILLIAM J TRS DUFFY FAMILY GST TRUST FBO BARBARA J DUFFY 98 BLUEBERRY LANE CONCORD 01742MA 3240400CP DEYOUNG, JOHN E & DOROTHY A 500 OCEAN ST- #66 HYANNIS 02601MA 3240400CQ YAKIMOV, MILEN T & DOBREVA-YAKIMOVA, VIOLETA B 500 OCEAN UNIT 68 HYANNIS 02601MA 3240400CR RESTUCCIA, ROBERT J 500 OCEAN ST UNIT 70 HYANNIS 02601MA 3240400CS ELDERINY, SALAH ELDIN TR SALAH E ELDERINY LIVING TRUST 500 OCEAN STREET UNIT 106 HYANNIS 02601MA 5/10/2024 5:20 PMReport Generated On:Page 7 of 12 164Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip UNIT 106 3240400CT BREWSTER, WILLIAM H & PATRICIA 6705 EAST POINTE PINES ST PALM BEACH GARDENS 33418FL 3240400CU VELLUCCI, ANTHONY & NATALIE 47 MURRAY AVE MAHWAH 07430NJ 3240400CV LEWIN, JOEL & SUSAN 529 BOYLSTON STREET BROOKLINE 02455MA 3240400CW WALTER, JAMES & MARIANNE & DUNBAR, DIANE PO BOX 11730 ALBANY 12211NY 3240400CX VACCARO, JOHN A & SHANA L 18 ANNA MARIE LANE EAST LONGMEADOW 01028MA 3240400CY OTOOLE, MARGARET J & JAMES B JR 11 SADDLE RIDGE BLOOMFIELD 06002CT 3240400CZ WHETTEN, CYNTHIA H & NATHAN 42 COLLIER ROAD WETHERSFIELD 06109CT 3240400DA SANG, DELIA N 73 CHATHAM ST BROOKLINE 02446MA 3240400DB LACKENBY, DAVID T & YVONNE M TRS LACKENBY REALTY TRUST 500 OCEAN STREET UNIT 124 HYANNIS 02601MA 3240400DC DEVINE, PATRICK J & CATHERINE M 1 LENOX ST-UNIT 311 NORWOOD 02062MA 3240400DD COONEY, M DONNA & KARA B TRS 21 NANCY DR WESTWOOD 02090MA 3240400DE HATFIELD, JAMES & MALLORY 500 OCEAN STREET UNIT 130 HYANNIS 02601MA 3240400DF KOTSEAS, HARRY P ET AL TRS HJP NOMINEE TRUST 38 LORING ST AUBURN 01501MA 3240400DG MANDEL, PAUL D & PERKINS, DIANE M TRS PAUL D MANDEL & DIANE M PERKINS JRTA 6801 E CYPRESSHEAD DRIVE PARKLAND 33067-1605FL 3240400DH DUFFY, ROBERT L JR TR WILLIAM & NICHOLE DUFFY 2021 IRREV TR 221 CONCORD RD WAYLAND 01778MA 5/10/2024 5:20 PMReport Generated On:Page 8 of 12 164Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip IRREV TR 3240400DI DEMATTEO, M JOSEPH & SHANNON ROSE & ANTH THE OCEAN STREET REALTY TRUST C/O DEMATTEO PROPERTIES, INC 80 WASHINGTON ST, STE C-16 NORWELL 02061-1729MA 3240400DJ SCIOLETTI, DANIEL C JR & CYNTHIA A 62 PINE STREET HYANNIS 02601MA 3240400DK PATALANO, STEVEN MICHAEL & KAREN A 22 WRIGHT STREET UNIT 3 STONEHAM 02180MA 3240400DL ROLZHAUSEN, RICHARD & MARY & YVONNE TRS RICHARD & MARY ROLZHAUSEN TRS 933 CENTRAL STREET #224 FRAMINGHAM 01701MA 3240400DM TOMKINS, BARBARA J 157 LANCASTER ROAD NORTH ANDOVER 01845MA 3240400DN GELERMAN, WALTER TR GELERMAN REALTY TRUST 20 GAINES ROAD SHARON 02067MA 3240400DO DILILLO CHILDRENS TRUST C/O DILILLO, LOUIS & DONNA 284R DODGE ST BEVERLY 01915MA 3240400DP WING SERIES LLC 220 BEACON ST BOSTON 02116MA 3240400DQ HINCKLEY, RALPH H & CAROL G 16 STILLMEADOW RD WESTON 02193MA 3240400DR ANDRE, CAROL TR CAPE 98 REALTY TRUST 5 FOSSEN WAY ANDOVER 01810MA 3240400DS PATALANO, VINCENT JAMES II & DONNA 60 CHURCH STREET WINCHESTER 01890-2547MA 3240400DT DUFFY, ROBERT L JR & TARA HUGHES 221 CONCORD ROAD WAYLAND 01778MA 3240400DU DUFFY, ROBERT L JR & WILLIAM J TRS PETER D DUFFY 2021 IRREV TRUST C/O DUFFY PROPERTIES 465 WAVERLY OAKS RD STE 500 WALTHAM 02452MA 324041 BARNSTABLE, TOWN OF (BCH)367 MAIN STREET HYANNIS 02601MA 324042 BARNSTABLE, TOWN OF (MUN)367 MAIN STREET HYANNIS 02601MA 5/10/2024 5:20 PMReport Generated On:Page 9 of 12 164Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 324042 BARNSTABLE, TOWN OF (MUN)367 MAIN STREET HYANNIS 02601MA 324043 FORANCE, MICHAEL D & MARY ELIZABETH 557 OCEAN STREET HYANNIS 02601MA 324044 BARNSTABLE, TOWN OF (MUN)367 MAIN STREET HYANNIS 02601MA 324045 FORANCE, MICHAEL D 557 OCEAN STREET HYANNIS 02601MA 324046 BATTLE, MARTIN 543 OCEAN ST HYANNIS 02601MA 324047 FELTHAM, PHYLLIS 535 OCEAN STREET HYANNIS 02601MA 324048001 TRAYWICK, MARTIN & MORESHEAD, KAREN W TR SEAGULL RESEARCH FOUND R T PO BOX 216 WEST HYANNISPORT 02672MA 324048002 FALKOWSKI, THOMAS J & MICHELLE 22 MANOR DRIVE EAST SANDWICH 02537MA 324049 EVEREST 599 RATHUN ST LLC 66 ASPEN AVENUE SOUTH GRAFTON 01560MA 324050 CAVANAUGH, MICHAEL L & LYNNE 98 TALCOTT RIDGE ROAD SOUTH WINDSOR 06074CT 324054 ORVOSH, DAVID 40 GROVE STREET READING 01867-1637MA 324055 WARREN, GORDON F TR GORDON FREDERICK WARREN LIV TR 55 CIRCUIT AVENUE HYANNIS 02601MA 324058 BARNSTABLE, TOWN OF (CON)CONSERVATION COMMISSION 230 SOUTH STREET HYANNIS 02601MA 324110 BARNSTABLE LAND TRUST INC 1540 MAIN STREET WEST BARNSTABLE 02668MA 324113 DECKER-WALKER, SANDRA LEE 511 OCEAN STREET HYANNIS 02601MA 324114 LATIMER, ARLENE C 213 LONG HILL ROAD BOLTON 01740MA 5/10/2024 5:20 PMReport Generated On:Page 10 of 12 164Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 324117 WALKER, SANDRA LEE DECKER 511 OCEAN ST HYANNIS 02601MA 324118 ORVOSH, DAVID 40 GROVE STREET READING 01867-1637MA 325007 CONNER, ROBERT 433 OCEAN STREET HYANNIS 02601MA 325008 GEORGE, MARY F 33 ST MARGARET STREET DORCHESTER 02125MA 325009 ST ONGE, RICHARD D JR & VALERIE C TRS RICHARD D JR & VALERIE C ST ONGE LIV TR 427 OCEAN STREET HYANNIS 02601MA 325010 ZHANG, YING & WANG, YINGLI 1018 LOS ROBLES AVE PALO ALTO 94306CA 325011 SORDILLO, ELEANOR TR ELEANOR SORDILLO 2015 TRUST 14 PACIFIC ST SOUTH BOSTON 02127MA 325123 PISACANO, CHARLES ET AL C/O PISACANO, MARGO 73 HARBOR BLUFFS ROAD HYANNIS 02601MA 325125 PISACANO, MARGO TR OVER THE BLUFF TRUST PO BOX 126 HYANNIS PORT 02647MA 325126 BARNSTABLE, TOWN OF (CON)CONSERVATION COMMISSION 230 SOUTH STREET HYANNIS 02601MA 325127 BARNSTABLE, TOWN OF (CON)CONSERVATION COMMISSION 230 SOUTH STREET HYANNIS 02601MA 325128 GILLILAND, DAVID A & THERESA A 72 HARBOR BLUFF ROAD HYANNIS 02601MA 325130 ROGERS, JANET M 27 HARBOR BLUFFS ROAD HYANNIS 02601MA 325131 MCLEAN, DAVID R 50 LEDGEVIEW WAY APT 2203 WRENTHAM 02093MA 325132 CANDELLA, LYNN 11 HARBOR BLUFFS ROAD HYANNIS 02601MA 5/10/2024 5:20 PMReport Generated On:Page 11 of 12 164Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 325133 DILORENZO, LEONARD & GARCEAU, ANNMARIE T LEONARD DILORENZO LIVING TRUST 5 HARBOR BLUFFS ROAD HYANNIS 02601MA 5/10/2024 5:20 PMReport Generated On:Page 12 of 12 164Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. 3,600.00 Conservation Notice of Intent (NOI) Abutter Map for Multiple Subject Parcels This map is for illustration purposes only. It is not adequate for legal boundary determination or regulatory interpretation. This map does not represent an on-the-ground survey. It may be generalized, may not reflect current conditions, and may contain cartographic errors or omissions. Legend Property owners within 100 feet of the perimeter of the subject parcel upon which work is proposed. Parcel lines shown on this map are only graphic representations of Assessor’s tax parcels. They are not true property boundaries and do not represent accurate relationships to physical objects on the map such as building locations. 150 Town of Barnstable GIS Unit 300 5/10/2024 gis@town.barnstable.ma.us Printed on: 0 ft.300 Subject Parcel Abutters 100 ft. Buffer ft. 1 inch = approx. Parcels Town Boundary Railroad Tracks Buildings Approx. Building Buildings Parking Lots Paved Unpaved Roads Paved Road Unpaved Road Bridge Paved Median Water Bodies Notification to Abutters By Hand Delivery, Certified Mail (return receipt requested), or Certificates of Mailing This is a notification required by law. You are receiving this notification because you have been identified as the owner of land abutting another parcel of land for which certain activities are proposed. Those activities require a permit under the Massachusetts Wetlands Protection Act (M.G.L. c. 131, § 40). In accordance with the second paragraph of the Massachusetts Wetlands Protection Act, and 310 CMR 10.05(4)(a) of the Wetlands Regulations, you are hereby notified that: A. A Notice of Intent was filed with the Town of Barnstable Conservation Commission on May 28, 2024 seeking permission to remove, fill, dredge, or alter an area subject to protection under M.G.L. c. 131 §40. The following is a description of the proposed activity/activities: B. The name of the applicant is: Paul Graves, P.E., on behalf of the Town of Barnstable. C. The address of the land where the activity is proposed is: Ocean Street town right-of-way from #480 to #670, and on Town properties at #480 and #670. D. Copies of the Notice of Intent may be examined or obtained at the office of the Town of Barnstable Conservation Commission, located at 230 South Street, Hyannis, MA 02601. The regular business hours of the Commission are Monday thru Friday, 8:00 AM to 4:30 PM, and the Commission may be reached at 508-862-4093. E. Copies of the Notice of Intent may be obtained from the applicant by calling or emailing Paul Graves in the Town of Barnstable Department of Public Works at 508-790-6400 or paul.graves@town.barnstable.ma.us . An administrative fee may be applied for providing copies of the NOI and plans. F. Information regarding the date, time, and location of the public hearing regarding the Notice of Intent may be obtained from the Town of Barnstable Conservation Commission. Notice of the public hearing will be published at least five business days in advance, in the __________________________________________. Notification provided pursuant to the above requirement does no t automatically confer standing to the recipient to request Departmental Action for the underlying matter. See 310 CMR 10.05(7)(a)4. Construct sidewalks and shared use paths, a raised crosswalk, and drainage improvements, install new/additional street lights, construct new driveway and drainage at Kalmus Beach, close existing driveway at Kalmus Beach, install guardrails, construct watermain extension, repave sections of Ocean Street, replace/install signs and pavement markings, and associated work. Appendix E: Stormwater Checklist and Report swcheck_ Ocean St.doc • 04/01/08 Stormwater Report Checklist • Page 1 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report A. Introduction Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. A Stormwater Report must be submitted with the Notice of Intent permit application to document compliance with the Stormwater Management Standards. The following checklist is NOT a substitute for the Stormwater Report (which should provide more substantive and detailed information) but is offered here as a tool to help the applicant organize their Stormwater Management documentation for their Report and for the reviewer to assess this information in a consistent format. As noted in the Checklist, the Stormwater Report must contain the engineering computations and supporting information set forth in Volume 3 of the Massachusetts Stormwater Handbook. The Stormwater Report must be prepared and certified by a Registered Professional Engineer (RPE) licensed in the Commonwealth. The Stormwater Report must include: • The Stormwater Checklist completed and stamped by a Registered Professional Engineer (see page 2) that certifies that the Stormwater Report contains all required submittals.1 This Checklist is to be used as the cover for the completed Stormwater Report. • Applicant/Project Name • Project Address • Name of Firm and Registered Professional Engineer that prepared the Report • Long-Term Pollution Prevention Plan required by Standards 4-6 • Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required by Standard 82 • Operation and Maintenance Plan required by Standard 9 In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads (LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations. As noted in the Checklist, the Stormwater Management Report shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook. To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report. 1 The Stormwater Report may also include the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report, the Illicit Discharge Compliance Statement must be submitted prior to the discharge of stormwater runo ff to the post-construction best management practices. 2 For some complex projects, it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan i n the Stormwater Report. In that event, the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site. swcheck_ Ocean St.doc • 04/01/08 Stormwater Report Checklist • Page 3 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what environmentally sensitive design and LID Techniques were considered during the planning and design of the project: No disturbance to any Wetland Resource Areas Site Design Practices (e.g. clustered development, reduced frontage setbacks) Reduced Impervious Area (Redevelopment Only) Minimizing disturbance to existing trees and shrubs LID Site Design Credit Requested: Credit 1 Credit 2 Credit 3 Use of “country drainage” versus curb and gutter conveyance and pipe Bioretention Cells (includes Rain Gardens) Constructed Stormwater Wetlands (includes Gravel Wetlands designs) Treebox Filter Water Quality Swale Grass Channel Green Roof Other (describe): Standard 1: No New Untreated Discharges No new untreated discharges Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included. swcheck_ Ocean St.doc • 04/01/08 Stormwater Report Checklist • Page 4 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 2: Peak Rate Attenuation Standard 2 waiver requested because the project is located in land subject to coastal storm flowage and stormwater discharge is to a wetland subject to coastal flooding. Evaluation provided to determine whether off-site flooding increases during the 100-year 24-hour storm. Calculations provided to show that post-development peak discharge rates do not exceed pre- development rates for the 2-year and 10-year 24-hour storms. If evaluation shows that off-site flooding increases during the 100-year 24-hour storm, calculations are also provided to show that post-development peak discharge rates do not exceed pre-development rates for the 100-year 24- hour storm. Standard 3: Recharge Soil Analysis provided. Required Recharge Volume calculation provided. Required Recharge volume reduced through use of the LID site Design Credits. Sizing the infiltration, BMPs is based on the following method: Check the method used. Static Simple Dynamic Dynamic Field1 Runoff from all impervious areas at the site discharging to the infiltration BMP. Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume. Recharge BMPs have been sized to infiltrate the Required Recharge Volume. Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason: Site is comprised solely of C and D soils and/or bedrock at the land surface M.G.L. c. 21E sites pursuant to 310 CMR 40.0000 Solid Waste Landfill pursuant to 310 CMR 19.000 Project is otherwise subject to Stormwater Management Standards only to the maximum extent practicable. Calculations showing that the infiltration BMPs will drain in 72 hours are provided. Property includes a M.G.L. c. 21E site or a solid waste landfill and a mounding analysis is included. 1 80% TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used. swcheck_ Ocean St.doc • 04/01/08 Stormwater Report Checklist • Page 5 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 3: Recharge (continued) The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10 - year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided. Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas. Standard 4: Water Quality The Long-Term Pollution Prevention Plan typically includes the following: • Good housekeeping practices; • Provisions for storing materials and waste products inside or under cover; • Vehicle washing controls; • Requirements for routine inspections and maintenance of stormwater BMPs; • Spill prevention and response plans; • Provisions for maintenance of lawns, gardens, and other landscaped areas; • Requirements for storage and use of fertilizers, herbicides, and pesticides; • Pet waste management provisions; • Provisions for operation and management of septic systems; • Provisions for solid waste management; • Snow disposal and plowing plans relative to Wetland Resource Areas; • Winter Road Salt and/or Sand Use and Storage restrictions; • Street sweeping schedules; • Provisions for prevention of illicit discharges to the stormwater management system; • Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL; • Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan; • List of Emergency contacts for implementing Long-Term Pollution Prevention Plan. A Long-Term Pollution Prevention Plan is attached to Stormwater Report and is included as an attachment to the Wetlands Notice of Intent. Treatment BMPs subject to the 44% TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge: is within the Zone II or Interim Wellhead Protection Area is near or to other critical areas is within soils with a rapid infiltration rate (greater than 2.4 inches per hour) involves runoff from land uses with higher potential pollutant loads. The Required Water Quality Volume is reduced through use of the LID site Design Credits. Calculations documenting that the treatment train meets the 80% TSS removal requirement and, if applicable, the 44% TSS removal pretreatment requirement, are provided. swcheck_ Ocean St.doc • 04/01/08 Stormwater Report Checklist • Page 6 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 4: Water Quality (continued) The BMP is sized (and calculations provided) based on: The ½” or 1” Water Quality Volume or The equivalent flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume. The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other third party studies verifying performance of the proprietary BMPs. A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided. Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) The NPDES Multi-Sector General Permit covers the land use and the Stormwater Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report. The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post-construction stormwater BMPs. The NPDES Multi-Sector General Permit does not cover the land use. LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan. All exposure has been eliminated. All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list. The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and grease (e.g. all parking lots with >1000 vehicle trips per day) and the treatment train includes an oil grit separator, a filtering bioretention area, a sand filter or equivalent. Standard 6: Critical Areas The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area. Critical areas and BMPs are identified in the Stormwater Report. swcheck_ Ocean St.doc • 04/01/08 Stormwater Report Checklist • Page 7 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable The project is subject to the Stormwater Management Standards only to the maximum Extent Practicable as a: Limited Project Small Residential Projects: 5-9 single family houses or 5-9 units in a multi-family development provided there is no discharge that may potentially affect a critical area. Small Residential Projects: 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area Marina and/or boatyard provided the hull painting, service and maintenance areas are protected from exposure to rain, snow, snow melt and runoff Bike Path and/or Foot Path Redevelopment Project Redevelopment portion of mix of new and redevelopment. Certain standards are not fully met (Standard No. 1, 8, 9, and 10 must always be fully met) and an explanation of why these standards are not met is contained in the Stormwater Report. The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) improves existing conditions. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information: • Narrative; • Construction Period Operation and Maintenance Plan; • Names of Persons or Entity Responsible for Plan Compliance; • Construction Period Pollution Prevention Measures; • Erosion and Sedimentation Control Plan Drawings; • Detail drawings and specifications for erosion control BMPs, including sizing calculations; • Vegetation Planning; • Site Development Plan; • Construction Sequencing Plan; • Sequencing of Erosion and Sedimentation Controls; • Operation and Maintenance of Erosion and Sedimentation Controls; • Inspection Schedule; • Maintenance Schedule; • Inspection and Maintenance Log Form. A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing the information set forth above has been included in the Stormwater Report. swcheck_ Ocean St.doc • 04/01/08 Stormwater Report Checklist • Page 8 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) The project is highly complex and information is included in the Stormwater Report that explains why it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins. The project is not covered by a NPDES Construction General Permit. The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins. Standard 9: Operation and Maintenance Plan The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information: Name of the stormwater management system owners; Party responsible for operation and maintenance; Schedule for implementation of routine and non-routine maintenance tasks; Plan showing the location of all stormwater BMPs maintenance access areas; Description and delineation of public safety features; Estimated operation and maintenance budget; and Operation and Maintenance Log Form. The responsible party is not the owner of the parcel where the BMP is located and the Stormwater Report includes the following submissions: A copy of the legal instrument (deed, homeowner’s association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs; A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions. Standard 10: Prohibition of Illicit Discharges The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges; An Illicit Discharge Compliance Statement is attached; NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post-construction BMPs. The Town of Barnstable Department of Public Works 382 Falmouth Road, Hyannis, MA 02601 508.790.6400 Daniel W. Santos, P.E. Robert R. Steen, P.E. Director Assistant Director Stormwater Report for Ocean Street Sidewalk Improvement Project Barnstable, MA 02601 Prepared by: Town of Barnstable DPW – Engineering Division 382 Falmouth Road Hyannis, Massachusetts 02601 Date: February 8, 2024 The Town of Barnstable Department of Public Works 382 Falmouth Road, Hyannis, MA 02601 508.790.6400 Daniel W. Santos, P.E. Robert R. Steen, P.E. Director Assistant Director TABLE OF CONTENTS I. INTRODUCTION II. SUMMARY OF REVISIONS APPENDICES A. Post-Development HydroCAD Stormwater Analysis and Forebay Sizing Calculations for Parking and Entrance Driveway B. Swale Stormwater Analysis within 100’ Wetland Buffer Zone C. Post-Development Watershed Plans D. TSS Calculations, Water Quality Volume Calculations, and Stormwater Recharge Calculations E. USGS Hydrologic Soil Report The Town of Barnstable Department of Public Works 382 Falmouth Road, Hyannis, MA 02601 508.790.6400 Daniel W. Santos, P.E. Robert R. Steen, P.E. Director Assistant Director I. INTRODUCTION This executive summary presents the Stormwater Drainage Analysis for the Proposed Ocean Street Sidewalk Improvement Project in Hyannis, which addresses stormwater improvements within affected wetland resource areas. II. PROJECT STORMWATER NARRATIVE This drainage analysis addresses the design of the stormwater for the proposed impervious area improvements as part of the Ocean Street Sidewalk Improvement Project. The proposed stormwater facilities directly address the increase of impervious areas with wetland resource areas due to the improved changes of the project. The proposed stormwater management facilities consist of two (2) stormwater infiltration basins, containing sediment forebays, and low-profile swales which parallel the proposed sidewalk within the wetland resource areas. Runoff generated from the proposed driveway will be divided by a highpoint at the mid-point of the driveway and directed to bituminous letdown channels leading to sediment forebays which will then treat any runoff before infiltrating through the infiltration basins. Runoff generated from the proposed sidewalk areas will be directed to low-profile swales which run parallel to the sidewalks. These swales have been designed to the maximum extent practicable and provide enough volume to handle generated runoff and sediment removal. O&M procedures for all facilities will require sediment build up to be removed after large storm events, with the stormwater facilities being restored to their natural design state to operate properly. The combination of street sweeping, sediment forebays and the infiltration systems will provide a minimum 5% removal of TSS prior to discharging to the infiltration systems where an additional 80% will be removed. The total TSS removal rate has been calculated to exceed 80% for all subcatchments (see TSS Calculations in Appendix C). Infiltration rates used in the calculations were based upon the Massachusetts Stormwater Handbook and a value of 8.27 in/hr was used. The tables below summarize the calculated stormwater rate of runoff and volume discharge at the project design points for the 2-year, 10-year, 25-year, and 100-year storm events for the infiltration basins. Stormwater facilities were designed to the 25-year storm while analyzing the mitigated effects during the 100-year storm event. Sidewalk calculations were only generated to for the 25-year storm for a 10ft typical section as a conservative approach. All design points are designed to infiltrate and do not contain additional exfiltration mechanisms. The associated plan set dated February 7, 2024, reflects these stormwater improvements. The Town of Barnstable Department of Public Works 382 Falmouth Road, Hyannis, MA 02601 508.790.6400 Daniel W. Santos, P.E. Robert R. Steen, P.E. Director Assistant Director Pond 1: Basin A Rate (cfs) Storm Event Post 2-year 0.16 10-year 0.20 25-year 0.21 100-year 0.22 Pond 2: Basin B Rate (cfs) Storm Event Post 2-year 0.15 10-year 0.18 25-year 0.18 100-year 0.20 Pond 3: Drainage Swale Rate (cfs) Storm Event Post 25-year 0.00 APPENDIX A Post-Development HydroCAD Stormwater Analysis and Forebay Sizing Calculations for Parking and Entrance Driveway 1S Subcatchment Area closer to Ocean St 2S Subcatchment Area closer to Kalmus parking Lot 1P Basin A 2P Basin B Routing Diagram for POST Prepared by Town of Barnstable - DPW, Printed 8/10/2021 HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Subcat Reach Pond Link E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 2HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Area Listing (selected nodes) Area (sq-ft) CN Description (subcatchment-numbers) 11,405 98 Paved parking, HSG A (1S, 2S) 11,405 98 TOTAL AREA E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 3HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Soil Listing (selected nodes) Area (sq-ft) Soil Group Subcatchment Numbers 11,405 HSG A 1S, 2S 0 HSG B 0 HSG C 0 HSG D 0 Other 11,405 TOTAL AREA E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 4HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Ground Covers (selected nodes) HSG-A (sq-ft) HSG-B (sq-ft) HSG-C (sq-ft) HSG-D (sq-ft) Other (sq-ft) Total (sq-ft) Ground Cover 11,405 0 0 0 0 11,405 11,405 0 0 0 0 11,405 E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 2-Year Rainfall=3.40"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 5HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Time span=1.00-36.00 hrs, dt=0.05 hrs, 701 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=5,346 sf 100.00% Impervious Runoff Depth=3.17"Subcatchment 1S: Tc=6.0 min CN=98 Runoff=0.40 cfs 1,411 cf Runoff Area=6,059 sf 100.00% Impervious Runoff Depth=3.17"Subcatchment 2S: Tc=6.0 min CN=98 Runoff=0.45 cfs 1,599 cf Peak Elev=4.36' Storage=208 cf Inflow=0.40 cfs 1,411 cfPond 1P: Basin A Outflow=0.16 cfs 1,411 cf Peak Elev=3.93' Storage=336 cf Inflow=0.45 cfs 1,599 cfPond 2P: Basin B Outflow=0.15 cfs 1,599 cf Total Runoff Area = 11,405 sf Runoff Volume = 3,010 cf Average Runoff Depth = 3.17" 0.00% Pervious = 0 sf 100.00% Impervious = 11,405 sf E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 2-Year Rainfall=3.40"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 6HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: Subcatchment Area closer to Ocean St Runoff = 0.40 cfs @ 12.09 hrs, Volume= 1,411 cf, Depth= 3.17" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 2-Year Rainfall=3.40" Area (sf) CN Description 5,346 98 Paved parking, HSG A 5,346 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Ditect Entry Summary for Subcatchment 2S: Subcatchment Area closer to Kalmus parking Lot Runoff = 0.45 cfs @ 12.09 hrs, Volume= 1,599 cf, Depth= 3.17" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 2-Year Rainfall=3.40" Area (sf) CN Description 6,059 98 Paved parking, HSG A 6,059 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Ditect Entry Summary for Pond 1P: Basin A Inflow Area = 5,346 sf,100.00% Impervious, Inflow Depth = 3.17" for 2-Year event Inflow = 0.40 cfs @ 12.09 hrs, Volume= 1,411 cf Outflow = 0.16 cfs @ 12.31 hrs, Volume= 1,411 cf, Atten= 60%, Lag= 13.3 min Discarded = 0.16 cfs @ 12.31 hrs, Volume= 1,411 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 4.36' @ 12.31 hrs Surf.Area= 633 sf Storage= 208 cf Plug-Flow detention time= 7.3 min calculated for 1,409 cf (100% of inflow) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 2-Year Rainfall=3.40"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 7HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Center-of-Mass det. time= 7.3 min ( 762.5 - 755.1 ) Volume Invert Avail.Storage Storage Description #1 4.00' 368 cf Custom Stage Data (Irregular) Listed below (Recalc) #2 4.60' 2,311 cf Custom Stage Data (Irregular) Listed below (Recalc) -Impervious 2,679 cf Total Available Storage Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.00 513 81.0 0 0 513 4.60 718 108.0 368 368 923 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.60 1,202 150.0 0 0 1,202 5.00 1,449 160.0 529 529 1,456 6.00 2,137 184.0 1,782 2,311 2,135 Device Routing Invert Outlet Devices #1 Discarded 4.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 1.00' Discarded OutFlow Max=0.16 cfs @ 12.31 hrs HW=4.36' (Free Discharge) 1=Exfiltration ( Controls 0.16 cfs) Summary for Pond 2P: Basin B Inflow Area = 6,059 sf,100.00% Impervious, Inflow Depth = 3.17" for 2-Year event Inflow = 0.45 cfs @ 12.09 hrs, Volume= 1,599 cf Outflow = 0.15 cfs @ 12.36 hrs, Volume= 1,599 cf, Atten= 65%, Lag= 16.3 min Discarded = 0.15 cfs @ 12.36 hrs, Volume= 1,599 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 3.93' @ 12.36 hrs Surf.Area= 536 sf Storage= 336 cf Plug-Flow detention time= 15.2 min calculated for 1,597 cf (100% of inflow) Center-of-Mass det. time= 15.2 min ( 770.3 - 755.1 ) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 2-Year Rainfall=3.40"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 8HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Volume Invert Avail.Storage Storage Description #1 3.00' 377 cf Custom Stage Data (Irregular) Listed below (Recalc) #2 4.00' 1,400 cf Custom Stage Data (Irregular) Listed below (Recalc) -Impervious 1,777 cf Total Available Storage Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 3.00 215 72.0 0 0 215 4.00 568 104.0 377 377 672 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.00 1,058 166.0 0 0 1,058 5.00 1,772 191.0 1,400 1,400 1,790 Device Routing Invert Outlet Devices #1 Discarded 3.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 1.00' Discarded OutFlow Max=0.15 cfs @ 12.36 hrs HW=3.92' (Free Discharge) 1=Exfiltration ( Controls 0.15 cfs) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 10-Year Rainfall=4.95"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 9HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Time span=1.00-36.00 hrs, dt=0.05 hrs, 701 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=5,346 sf 100.00% Impervious Runoff Depth>4.71"Subcatchment 1S: Tc=6.0 min CN=98 Runoff=0.58 cfs 2,100 cf Runoff Area=6,059 sf 100.00% Impervious Runoff Depth>4.71"Subcatchment 2S: Tc=6.0 min CN=98 Runoff=0.66 cfs 2,380 cf Peak Elev=4.61' Storage=380 cf Inflow=0.58 cfs 2,100 cfPond 1P: Basin A Outflow=0.20 cfs 2,100 cf Peak Elev=4.18' Storage=580 cf Inflow=0.66 cfs 2,380 cfPond 2P: Basin B Outflow=0.18 cfs 2,380 cf Total Runoff Area = 11,405 sf Runoff Volume = 4,479 cf Average Runoff Depth = 4.71" 0.00% Pervious = 0 sf 100.00% Impervious = 11,405 sf E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 10-Year Rainfall=4.95"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 10HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: Subcatchment Area closer to Ocean St Runoff = 0.58 cfs @ 12.09 hrs, Volume= 2,100 cf, Depth> 4.71" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 10-Year Rainfall=4.95" Area (sf) CN Description 5,346 98 Paved parking, HSG A 5,346 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Ditect Entry Summary for Subcatchment 2S: Subcatchment Area closer to Kalmus parking Lot Runoff = 0.66 cfs @ 12.09 hrs, Volume= 2,380 cf, Depth> 4.71" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 10-Year Rainfall=4.95" Area (sf) CN Description 6,059 98 Paved parking, HSG A 6,059 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Ditect Entry Summary for Pond 1P: Basin A Inflow Area = 5,346 sf,100.00% Impervious, Inflow Depth > 4.71" for 10-Year event Inflow = 0.58 cfs @ 12.09 hrs, Volume= 2,100 cf Outflow = 0.20 cfs @ 12.35 hrs, Volume= 2,100 cf, Atten= 65%, Lag= 15.9 min Discarded = 0.20 cfs @ 12.35 hrs, Volume= 2,100 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 4.61' @ 12.35 hrs Surf.Area= 718 sf Storage= 380 cf Plug-Flow detention time= 11.1 min calculated for 2,097 cf (100% of inflow) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 10-Year Rainfall=4.95"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 11HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Center-of-Mass det. time= 11.1 min ( 759.2 - 748.2 ) Volume Invert Avail.Storage Storage Description #1 4.00' 368 cf Custom Stage Data (Irregular) Listed below (Recalc) #2 4.60' 2,311 cf Custom Stage Data (Irregular) Listed below (Recalc) -Impervious 2,679 cf Total Available Storage Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.00 513 81.0 0 0 513 4.60 718 108.0 368 368 923 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.60 1,202 150.0 0 0 1,202 5.00 1,449 160.0 529 529 1,456 6.00 2,137 184.0 1,782 2,311 2,135 Device Routing Invert Outlet Devices #1 Discarded 4.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 1.00' Discarded OutFlow Max=0.20 cfs @ 12.35 hrs HW=4.61' (Free Discharge) 1=Exfiltration ( Controls 0.20 cfs) Summary for Pond 2P: Basin B Inflow Area = 6,059 sf,100.00% Impervious, Inflow Depth > 4.71" for 10-Year event Inflow = 0.66 cfs @ 12.09 hrs, Volume= 2,380 cf Outflow = 0.18 cfs @ 12.44 hrs, Volume= 2,380 cf, Atten= 73%, Lag= 21.1 min Discarded = 0.18 cfs @ 12.44 hrs, Volume= 2,380 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 4.18' @ 12.44 hrs Surf.Area= 568 sf Storage= 580 cf Plug-Flow detention time= 21.8 min calculated for 2,380 cf (100% of inflow) Center-of-Mass det. time= 21.8 min ( 769.9 - 748.2 ) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 10-Year Rainfall=4.95"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 12HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Volume Invert Avail.Storage Storage Description #1 3.00' 377 cf Custom Stage Data (Irregular) Listed below (Recalc) #2 4.00' 1,400 cf Custom Stage Data (Irregular) Listed below (Recalc) -Impervious 1,777 cf Total Available Storage Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 3.00 215 72.0 0 0 215 4.00 568 104.0 377 377 672 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.00 1,058 166.0 0 0 1,058 5.00 1,772 191.0 1,400 1,400 1,790 Device Routing Invert Outlet Devices #1 Discarded 3.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 1.00' Discarded OutFlow Max=0.18 cfs @ 12.44 hrs HW=4.18' (Free Discharge) 1=Exfiltration ( Controls 0.18 cfs) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 25-Year Rainfall=5.92"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 13HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Time span=1.00-36.00 hrs, dt=0.05 hrs, 701 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=5,346 sf 100.00% Impervious Runoff Depth>5.68"Subcatchment 1S: Tc=6.0 min CN=98 Runoff=0.70 cfs 2,531 cf Runoff Area=6,059 sf 100.00% Impervious Runoff Depth>5.68"Subcatchment 2S: Tc=6.0 min CN=98 Runoff=0.79 cfs 2,869 cf Peak Elev=4.71' Storage=509 cf Inflow=0.70 cfs 2,531 cfPond 1P: Basin A Outflow=0.21 cfs 2,531 cf Peak Elev=4.33' Storage=755 cf Inflow=0.79 cfs 2,869 cfPond 2P: Basin B Outflow=0.18 cfs 2,869 cf Total Runoff Area = 11,405 sf Runoff Volume = 5,400 cf Average Runoff Depth = 5.68" 0.00% Pervious = 0 sf 100.00% Impervious = 11,405 sf E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 25-Year Rainfall=5.92"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 14HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: Subcatchment Area closer to Ocean St Runoff = 0.70 cfs @ 12.09 hrs, Volume= 2,531 cf, Depth> 5.68" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 25-Year Rainfall=5.92" Area (sf) CN Description 5,346 98 Paved parking, HSG A 5,346 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Ditect Entry Summary for Subcatchment 2S: Subcatchment Area closer to Kalmus parking Lot Runoff = 0.79 cfs @ 12.09 hrs, Volume= 2,869 cf, Depth> 5.68" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 25-Year Rainfall=5.92" Area (sf) CN Description 6,059 98 Paved parking, HSG A 6,059 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Ditect Entry Summary for Pond 1P: Basin A Inflow Area = 5,346 sf,100.00% Impervious, Inflow Depth > 5.68" for 25-Year event Inflow = 0.70 cfs @ 12.09 hrs, Volume= 2,531 cf Outflow = 0.21 cfs @ 12.40 hrs, Volume= 2,531 cf, Atten= 70%, Lag= 19.0 min Discarded = 0.21 cfs @ 12.40 hrs, Volume= 2,531 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 4.71' @ 12.40 hrs Surf.Area= 718 sf Storage= 509 cf Plug-Flow detention time= 13.9 min calculated for 2,531 cf (100% of inflow) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 25-Year Rainfall=5.92"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 15HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Center-of-Mass det. time= 13.9 min ( 759.3 - 745.4 ) Volume Invert Avail.Storage Storage Description #1 4.00' 368 cf Custom Stage Data (Irregular) Listed below (Recalc) #2 4.60' 2,311 cf Custom Stage Data (Irregular) Listed below (Recalc) -Impervious 2,679 cf Total Available Storage Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.00 513 81.0 0 0 513 4.60 718 108.0 368 368 923 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.60 1,202 150.0 0 0 1,202 5.00 1,449 160.0 529 529 1,456 6.00 2,137 184.0 1,782 2,311 2,135 Device Routing Invert Outlet Devices #1 Discarded 4.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 1.00' Discarded OutFlow Max=0.21 cfs @ 12.40 hrs HW=4.71' (Free Discharge) 1=Exfiltration ( Controls 0.21 cfs) Summary for Pond 2P: Basin B Inflow Area = 6,059 sf,100.00% Impervious, Inflow Depth > 5.68" for 25-Year event Inflow = 0.79 cfs @ 12.09 hrs, Volume= 2,869 cf Outflow = 0.18 cfs @ 12.47 hrs, Volume= 2,869 cf, Atten= 77%, Lag= 23.3 min Discarded = 0.18 cfs @ 12.47 hrs, Volume= 2,869 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 4.33' @ 12.47 hrs Surf.Area= 568 sf Storage= 755 cf Plug-Flow detention time= 27.1 min calculated for 2,864 cf (100% of inflow) Center-of-Mass det. time= 27.0 min ( 772.5 - 745.4 ) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 25-Year Rainfall=5.92"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 16HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Volume Invert Avail.Storage Storage Description #1 3.00' 377 cf Custom Stage Data (Irregular) Listed below (Recalc) #2 4.00' 1,400 cf Custom Stage Data (Irregular) Listed below (Recalc) -Impervious 1,777 cf Total Available Storage Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 3.00 215 72.0 0 0 215 4.00 568 104.0 377 377 672 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.00 1,058 166.0 0 0 1,058 5.00 1,772 191.0 1,400 1,400 1,790 Device Routing Invert Outlet Devices #1 Discarded 3.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 1.00' Discarded OutFlow Max=0.18 cfs @ 12.47 hrs HW=4.32' (Free Discharge) 1=Exfiltration ( Controls 0.18 cfs) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 100-Year Rainfall=7.42"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 17HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Time span=1.00-36.00 hrs, dt=0.05 hrs, 701 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=5,346 sf 100.00% Impervious Runoff Depth>7.18"Subcatchment 1S: Tc=6.0 min CN=98 Runoff=0.87 cfs 3,198 cf Runoff Area=6,059 sf 100.00% Impervious Runoff Depth>7.18"Subcatchment 2S: Tc=6.0 min CN=98 Runoff=0.99 cfs 3,624 cf Peak Elev=4.88' Storage=729 cf Inflow=0.87 cfs 3,198 cfPond 1P: Basin A Outflow=0.22 cfs 3,198 cf Peak Elev=4.54' Storage=1,041 cf Inflow=0.99 cfs 3,624 cfPond 2P: Basin B Outflow=0.20 cfs 3,624 cf Total Runoff Area = 11,405 sf Runoff Volume = 6,822 cf Average Runoff Depth = 7.18" 0.00% Pervious = 0 sf 100.00% Impervious = 11,405 sf E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 100-Year Rainfall=7.42"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 18HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: Subcatchment Area closer to Ocean St Runoff = 0.87 cfs @ 12.09 hrs, Volume= 3,198 cf, Depth> 7.18" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 100-Year Rainfall=7.42" Area (sf) CN Description 5,346 98 Paved parking, HSG A 5,346 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Ditect Entry Summary for Subcatchment 2S: Subcatchment Area closer to Kalmus parking Lot Runoff = 0.99 cfs @ 12.09 hrs, Volume= 3,624 cf, Depth> 7.18" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 100-Year Rainfall=7.42" Area (sf) CN Description 6,059 98 Paved parking, HSG A 6,059 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Ditect Entry Summary for Pond 1P: Basin A Inflow Area = 5,346 sf,100.00% Impervious, Inflow Depth > 7.18" for 100-Year event Inflow = 0.87 cfs @ 12.09 hrs, Volume= 3,198 cf Outflow = 0.22 cfs @ 12.46 hrs, Volume= 3,198 cf, Atten= 75%, Lag= 22.2 min Discarded = 0.22 cfs @ 12.46 hrs, Volume= 3,198 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 4.88' @ 12.46 hrs Surf.Area= 718 sf Storage= 729 cf Plug-Flow detention time= 19.0 min calculated for 3,193 cf (100% of inflow) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 100-Year Rainfall=7.42"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 19HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Center-of-Mass det. time= 19.0 min ( 761.4 - 742.4 ) Volume Invert Avail.Storage Storage Description #1 4.00' 368 cf Custom Stage Data (Irregular) Listed below (Recalc) #2 4.60' 2,311 cf Custom Stage Data (Irregular) Listed below (Recalc) -Impervious 2,679 cf Total Available Storage Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.00 513 81.0 0 0 513 4.60 718 108.0 368 368 923 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.60 1,202 150.0 0 0 1,202 5.00 1,449 160.0 529 529 1,456 6.00 2,137 184.0 1,782 2,311 2,135 Device Routing Invert Outlet Devices #1 Discarded 4.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 1.00' Discarded OutFlow Max=0.22 cfs @ 12.46 hrs HW=4.88' (Free Discharge) 1=Exfiltration ( Controls 0.22 cfs) Summary for Pond 2P: Basin B Inflow Area = 6,059 sf,100.00% Impervious, Inflow Depth > 7.18" for 100-Year event Inflow = 0.99 cfs @ 12.09 hrs, Volume= 3,624 cf Outflow = 0.20 cfs @ 12.51 hrs, Volume= 3,624 cf, Atten= 80%, Lag= 25.7 min Discarded = 0.20 cfs @ 12.51 hrs, Volume= 3,624 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 4.54' @ 12.51 hrs Surf.Area= 568 sf Storage= 1,041 cf Plug-Flow detention time= 35.9 min calculated for 3,624 cf (100% of inflow) Center-of-Mass det. time= 35.9 min ( 778.3 - 742.4 ) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 100-Year Rainfall=7.42"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 20HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Volume Invert Avail.Storage Storage Description #1 3.00' 377 cf Custom Stage Data (Irregular) Listed below (Recalc) #2 4.00' 1,400 cf Custom Stage Data (Irregular) Listed below (Recalc) -Impervious 1,777 cf Total Available Storage Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 3.00 215 72.0 0 0 215 4.00 568 104.0 377 377 672 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.00 1,058 166.0 0 0 1,058 5.00 1,772 191.0 1,400 1,400 1,790 Device Routing Invert Outlet Devices #1 Discarded 3.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 1.00' Discarded OutFlow Max=0.20 cfs @ 12.51 hrs HW=4.54' (Free Discharge) 1=Exfiltration ( Controls 0.20 cfs) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 25-Year Rainfall=5.92"POST Printed 7/16/2021Prepared by Town of Barnstable - DPW Page 5HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Summary for Pond 1P-N: Forebay 1A-(North) Volume Invert Avail.Storage Storage Description #1 4.00' 269 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.00 148 54.0 0 0 148 5.00 412 79.0 269 269 421 Summary for Pond 1P-S: Forebay 1A (South) Volume Invert Avail.Storage Storage Description #1 4.00' 211 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.00 112 42.0 0 0 112 5.00 330 67.0 211 211 336 Summary for Pond 2P-N: Forebay 2B-(North) Volume Invert Avail.Storage Storage Description #1 3.00' 125 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 3.00 48 27.0 0 0 48 4.00 224 57.0 125 125 253 Summary for Pond 2P-S: Forebay 2B (South) Volume Invert Avail.Storage Storage Description #1 3.00' 177 cf Custom Stage Data (Irregular) Listed below (Recalc) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 25-Year Rainfall=5.92"POST Printed 7/16/2021Prepared by Town of Barnstable - DPW Page 6HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 3.00 78 38.0 0 0 78 4.00 300 68.0 177 177 337 APPENDIX B Swale Stormwater Analysis within 100’ Wetland Buffer Zone 3S 5' wide and 10' long Sidewalk 3P Sidewalk Settling Area Routing Diagram for POST Prepared by Town Of Barnstable, Printed 2/6/2024 HydroCAD® 10.20-3g s/n 10994 © 2023 HydroCAD Software Solutions LLC Subcat Reach Pond Link POST Printed 2/6/2024Prepared by Town Of Barnstable Page 2HydroCAD® 10.20-3g s/n 10994 © 2023 HydroCAD Software Solutions LLC Soil Listing (selected nodes) Area (sq-ft) Soil Group Subcatchment Numbers 50 HSG A 3S 0 HSG B 0 HSG C 0 HSG D 0 Other 50 TOTAL AREA Type III 24-hr 25-Year Rainfall=5.92"POST Printed 2/6/2024Prepared by Town Of Barnstable Page 3HydroCAD® 10.20-3g s/n 10994 © 2023 HydroCAD Software Solutions LLC Time span=1.00-36.00 hrs, dt=0.05 hrs, 701 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=50 sf 100.00% Impervious Runoff Depth>5.68"Subcatchment 3S: 5' wide and 10' long Tc=6.0 min CN=98 Runoff=0.01 cfs 24 cf Peak Elev=100.28' Storage=3 cf Inflow=0.01 cfs 24 cfPond 3P: Sidewalk Settling Area Outflow=0.00 cfs 24 cf Total Runoff Area = 50 sf Runoff Volume = 24 cf Average Runoff Depth = 5.68" 0.00% Pervious = 0 sf 100.00% Impervious = 50 sf Type III 24-hr 25-Year Rainfall=5.92"POST Printed 2/6/2024Prepared by Town Of Barnstable Page 4HydroCAD® 10.20-3g s/n 10994 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: 5' wide and 10' long Sidewalk Runoff = 0.01 cfs @ 12.09 hrs, Volume= 24 cf, Depth> 5.68" Routed to Pond 3P : Sidewalk Settling Area Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type III 24-hr 25-Year Rainfall=5.92" Area (sf) CN Description 50 98 Paved parking, HSG A 50 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Pond 3P: Sidewalk Settling Area Inflow Area = 50 sf,100.00% Impervious, Inflow Depth > 5.68" for 25-Year event Inflow = 0.01 cfs @ 12.09 hrs, Volume= 24 cf Outflow = 0.00 cfs @ 12.20 hrs, Volume= 24 cf, Atten= 40%, Lag= 6.9 min Discarded = 0.00 cfs @ 12.20 hrs, Volume= 24 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 100.28' @ 12.20 hrs Surf.Area= 19 sf Storage= 3 cf Plug-Flow detention time= 4.1 min calculated for 24 cf (100% of inflow) Center-of-Mass det. time= 4.1 min ( 749.5 - 745.4 ) Volume Invert Avail.Storage Storage Description #1 100.00' 9 cf 10.00'L x 0.50'H V Shape Swale Z=3.0 Device Routing Invert Outlet Devices #1 Discarded 100.00'8.270 in/hr Exfiltration over Wetted area Discarded OutFlow Max=0.00 cfs @ 12.20 hrs HW=100.27' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) APPENDIX C Post-Development Watershed Plans HxP LxP LxP X6.36 X4.75 X4.82 1_SW_RT 2_SW_ R T X5.00 X7.48 X5.83X5.05 X5.78 PROP EROSION CONTROL BARRIER (TYP) PROP EROSION CONTROL BARRIER/LIMIT OF GRUBBING PROP E R O S I O N C O N T R O L BARRI E R / L I M I T O F G R U B B I N G 5 X5.46X5.34 LIMIT OF GRADINGSTORMWATER INFILTRATION BASIN A 74 4 45655 6 5 6 7 4 3 3 4 4 3INFIL. BASIN B 5 11'±13'±LIMIT OF GRADING 6 5X5.30 X5.21 X5.00 X5.20 X5.5 X5.18X5.15 5X5.22 X5.34 X5.01 X5.43 X5.29X5.27X5.24 X5.33 X5.30 SAWCUT LINE SAWCUT LINE 55 5 EX. SLOPE= 0.6%±EX. SLOPE = 1.0%± FOREBAY OUTLET ELEV.= 3.9 FOREBAY OUTLET ELEV.= 4.6 PROP BIT. LETDOWN CHANNEL (TYP) PROP APRON/ RIP-RAP PROP 4' x 8.5' RIP-RAP APRON SAWCUT LINE FOREBAY OUTLET ELEV.= 3.8 5455X5.26 PROP TREE LINE/LIMIT OF CLEARING (TYP) PROP 4' x 5' RIP-RAP APRON PROP 4' x 5' RIP-RAP APRON PROP 4' x 2' RIP-RAP APRON 666 77 8 8 7 77677 76 8 8OCEAN STREET (PUBLIC - 33' WIDE) KALMUS PARKING BEACH LOT PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) PROP 6" DEEP GRASSED DRAINAGE DITCH (TYP.) W-1TOWN OF BARNSTABLEDepartment of Public WorksAdministration & Technical Support382 Falmouth Road, Hyannis, MA 02601Phone: (508) 790-6400https://townofbarnstable.usDRAWING TITLE REVISIONS NO.:DATE:COMMENTS: 5 DRAWING NOTES: DRAWN BY: SCALE: SHEET NO.: PROJECT NO: DATE: 4 3 2 1 LAST SAVED BY:PRINTED:FILE PATH:ForOcean Street, HyannisFebruary 8, 2024Clini, NicolasE:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Drawings\Design\2019-10 Watershed.dwg100% DESIGN SET Watershed PlanProposed Sidewalk Extension1"=60' NJC 2/9/2024 APPENDIX D TSS Calculations, Water Quality Volume Calculations, and Stormwater Recharge Calculations Design Engineer:Job No.:2019.08 Project Name:Calc'd By:Miro Location:Date:7/15/2021 BMP Removal Rate Starting TSS Load TSS Removed Street Sweeping 5% 100.0% 5% Sediment Forebay 0% 95.0% 0% Infiltration Basin 80% 95.0% 76% Total Removed 81% Remaining Load 95.0% 95.0% 19.0% TSS REMOVAL CALCULATION SHEET Town of Barnstable - DPW Ocean Street Sidewalk Extension Project Hyannis, MA Treatment Train to Discharge Area to Basin A & B Ocean Street Sidewalk Extension Project Hyannis, MA 02601 Design Engineer:Job No.:2019.08 Project Name:Calc'd By:Miro Location:Date:7/15/2021 (North paved swale) 2,934 sf 2,934 * 0.5" * (1/12)= 122 cf 142 cf in Sediment Forebay A 122.2 < 142 (South paved swale) 2,412 sf 2,412 * 0.5" * (1/12)= 100 cf 110 cf in Sediment Forebay A 100.5 < 110 (North paved swale) 2,473 sf 2,473 * 0.5" * (1/12)= 103 cf 142 cf in Sediment Forebay B 103 < 142 (South paved swale) 3,586 sf 3,586 * 0.5" * (1/12)= 149 cf 168 cf in Sediment Forebay B 149 < 168 6,520 sf 272 cf 310 cf Total Volume Quality Required= Total Volume Provided= Town of Barnstable - DPW Ocean Street Sidewalk Extension Project Hyannis, MA Subcatchment Area: 1S Volume Required= Subcatchment Area: 2S Total Impervious Area on the Site= Volume Required= Volume Required= Water Quality Volume is met Total Impervious Area for the Subcatchment= Water Quality Volume Required (Vwq)= Volume Provided= Water Quality Calulation Sheet The required water quality treatment volume is calculated as follows: Vwq = (Dwq)*(Aimp) Vwq =Required Water Quality Volume Dwq =Water Quality Depth * 0.5” Aimp=Area of Impervious (less roof area) Total Impervious Area for the Subcatchment= Water Quality Volume Required (Vwq)= Volume Provided= Volume Required=Water Quality Volume is met Subcatchment Area: 1S Total Impervious Area for the Subcatchment= Water Quality Volume Required (Vwq)= Volume Provided= Water Quality Volume is met Water Quality Volume is met Subcatchment Area: 2S Total Impervious Area for the Subcatchment= Water Quality Volume Required (Vwq)= Volume Provided= 1 of 1 E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 1-Year Rainfall=2.88"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 1HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin A Inflow Area = 5,346 sf,100.00% Impervious, Inflow Depth = 2.65" for 1-Year event Inflow = 0.33 cfs @ 12.09 hrs, Volume= 1,180 cf Outflow = 0.14 cfs @ 12.29 hrs, Volume= 1,180 cf, Atten= 58%, Lag= 11.9 min Discarded = 0.14 cfs @ 12.29 hrs, Volume= 1,180 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 4.28' @ 12.29 hrs Surf.Area= 603 sf Storage= 154 cf Plug-Flow detention time= 5.9 min calculated for 1,178 cf (100% of inflow) Center-of-Mass det. time= 5.9 min ( 764.6 - 758.7 ) Volume Invert Avail.Storage Storage Description #1 4.00' 368 cf Custom Stage Data (Irregular) Listed below (Recalc) #2 4.60' 2,311 cf Custom Stage Data (Irregular) Listed below (Recalc) -Impervious 2,679 cf Total Available Storage Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.00 513 81.0 0 0 513 4.60 718 108.0 368 368 923 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.60 1,202 150.0 0 0 1,202 5.00 1,449 160.0 529 529 1,456 6.00 2,137 184.0 1,782 2,311 2,135 Device Routing Invert Outlet Devices #1 Discarded 4.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 1.00' Discarded OutFlow Max=0.14 cfs @ 12.29 hrs HW=4.28' (Free Discharge) 1=Exfiltration ( Controls 0.14 cfs) E:\Engineer\Miro Jakubicka\_Projects\2019-8 Ocean Street- Sidewalk\Admin\Drainage Cal Type III 24-hr 1-Year Rainfall=2.88"POST Printed 8/10/2021Prepared by Town of Barnstable - DPW Page 2HydroCAD® 10.00-25 s/n 10994 © 2019 HydroCAD Software Solutions LLC Summary for Pond 2P: Basin B Inflow Area = 6,059 sf,100.00% Impervious, Inflow Depth = 2.65" for 1-Year event Inflow = 0.38 cfs @ 12.09 hrs, Volume= 1,337 cf Outflow = 0.13 cfs @ 12.35 hrs, Volume= 1,337 cf, Atten= 64%, Lag= 15.7 min Discarded = 0.13 cfs @ 12.35 hrs, Volume= 1,337 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 3.79' @ 12.35 hrs Surf.Area= 481 sf Storage= 268 cf Plug-Flow detention time= 13.5 min calculated for 1,336 cf (100% of inflow) Center-of-Mass det. time= 13.5 min ( 772.1 - 758.7 ) Volume Invert Avail.Storage Storage Description #1 3.00' 377 cf Custom Stage Data (Irregular) Listed below (Recalc) #2 4.00' 1,400 cf Custom Stage Data (Irregular) Listed below (Recalc) -Impervious 1,777 cf Total Available Storage Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 3.00 215 72.0 0 0 215 4.00 568 104.0 377 377 672 Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 4.00 1,058 166.0 0 0 1,058 5.00 1,772 191.0 1,400 1,400 1,790 Device Routing Invert Outlet Devices #1 Discarded 3.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 1.00' Discarded OutFlow Max=0.13 cfs @ 12.35 hrs HW=3.79' (Free Discharge) 1=Exfiltration ( Controls 0.13 cfs) APPENDIX E USGS Hydrologic Soil Report Hydrologic Soil Group—Barnstable County, Massachusetts Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/12/2021 Page 1 of 446100004610100461020046103004610400461050046106004610700461080046109004611000461110046100004610100461020046103004610400461050046106004610700461080046109004611000393200393300393400393500393600393700393800 393200 393300 393400 393500 393600 393700 393800 41° 38' 40'' N 70° 16' 59'' W41° 38' 40'' N70° 16' 29'' W41° 38' 3'' N 70° 16' 59'' W41° 38' 3'' N 70° 16' 29'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 19N WGS84 0 150 300 600 900 Feet 0 45 90 180 270 Meters Map Scale: 1:3,180 if printed on B portrait (11" x 17") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:25,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Barnstable County, Massachusetts Survey Area Data: Version 17, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 10, 2018—Nov 17, 2018 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Barnstable County, Massachusetts Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/12/2021 Page 2 of 4 Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 14A Scitico silt loam, 0 to 3 percent slopes C/D 2.5 2.4% 66A Ipswich - Pawcatuck - Matunuck complex, 0 to 2 percent slopes, very frequently flooded A/D 10.0 9.9% 252B Carver coarse sand, 3 to 8 percent slopes A 50.0 49.4% 607 Water, saline 15.8 15.6% 610 Beaches, sand 15.8 15.6% 665 Udipsamments, smoothed 7.1 7.0% Totals for Area of Interest 101.1 100.0% Hydrologic Soil Group—Barnstable County, Massachusetts Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/12/2021 Page 3 of 4 Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Barnstable County, Massachusetts Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/12/2021 Page 4 of 4