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HomeMy WebLinkAboutNOI application May 18, 2023 C17189.03 Yarmouth Conservation Commission By Email & Hand Delivery Attn: Brittany DiRienzo, Agent 1146 Route 28 South Yarmouth, MA 02664 Re: Notice of Intent Application Filing Package Proposed Site Improvements RJ Resorts Beach Resort Owner LLC 28 South Shore Drive Yarmouth, MA Map 19, Parcel 20.1 Dear Ms. DiRienzo and Commission Members: On behalf of our client, RJ Resorts Beach Resort Owner LLC, we are submitting an original Notice of Intent Application Filing Package, an original check for municipal filing, one (1) original and seven (7) copies of the plan, for the above referenced project. The following items are enclosed: • Yarmouth NOI Administrative Checklist • Yarmouth Site Access Authorization Form • Notice of Intent Application • Project Description, Performance Standards Narrative, Alternatives Analysis and Construction Protocol, dated 5/18/2023 • Wilkinson Ecological Design Project Protocol and Narrative, dated 5/11/2023 • NOI Wetland Fee Transmittal Form • Copy of $1,562.50 check made payable to Commonwealth of MA - DEP for state share of DEP fee, (original sent to lockbox) • Copy of $1,587.50 check made payable to Town of Yarmouth for town share of DEP fee • Copy of $600.00 check made payable to Town of Yarmouth for bylaw filing fee • Copy of $10.00 check made payable to Town of Yarmouth for advertising fee • Copy of $300.00 check made payable to Commonwealth of MA – NHESP (original sent directly to NHESP) • Affidavit of Service, Abutter Notification Letter, Certified Abutter List, Assessor Map 19, identifying locus • NHESP Submittal Letter, Site Photos and Map • USGS Map, identifying locus • Stormwater Management Report including Checklist and Post Construction O & M Plan, dated 5/18/2023 (Electronic file only) • Feldman Geospatial Existing Conditions Plans, (4 Sheets) dated 11/17/2022 • Coastal Engineering Co., Inc. Site Plan Set (4 Sheets), dated 05/18/2023 • WATG Proposed Hardscape and Planting Plan Set (4 Sheets), dated 5/17/2023 • Wilkinson Ecological Design Restoration Plan, dated 5/8/2023 Please schedule this for the June 1, 2023 public hearing. If you have any questions or require additional information, please give our office a call. Thank you. Sincerely, COASTAL ENGINEERING CO., INC. Carla A. Davis Enclosures: as stated cc: Mass. DEP/SERO - Wetlands NHESP RJ Resorts Beach Resort Owner LLC Singer & Singer, LLC WATG Wilkinson Ecological Design John A. Bologna, Project Manager Yarmouth Conservation Commission • 1146 Route 28 • South Yarmouth, MA 02664-4492 Tel. (508)-398-2231 Ext. 1288 • Fax (508)-398-0836 • TTD# (508) 398-2231 Rev 3/2023 Page 1 of 2 Administrative Checklist Notice of Intent General Information: All filings must be made on Town of Yarmouth forms. The filing deadline is two weeks prior to the next scheduled Conservation Commission meeting for new applications. Failure to follow this Checklist shall result in an Administratively Incomplete Application and will not be advertised for a Public Hearing. Refer to the meeting schedule. Contact the Conservation Office if you need assistance. Submitting an Application: Does the property have any outstanding/expired Orders of Conditions? If so, please file a Request for Certificate of Compliance for each outstanding/expired Order, as the Commission may not issue a new Order until any outstanding/expired Orders have been closed and recorded. (*see page 2) Hardcopy filing dropped off or mailed to the Conservation Office including: 1 Administrative Checklist 1 NOI application with original signatures (double sided). Typed signatures will not be accepted. 1 detailed narrative of the project including: existing & proposed conditions, construction sequence, type of equipment, staging locations, drainage and stormwater, erosion controls, invasive species management and alternative analysis. The narrative shall include how the project meets performance standards per 310 CMR 10.0 & TOY Wetland Bylaw, Chapter 143, BVW delineation sheets or other resource area calculations, and supporting information. 1 100’ radius map, current abutters list identifying the property owners who are to be notified per 310 CMR 10.00and abutter notification form. Abutters list must be certified by the Town Assessor’s office. The Assessor’s office requires 7 days advance notice. All abutters must be notified via certified mail. Certified Mail Receipts (PS Form 3800) for all abutters. Green cards to be submitted at the hearing. 1 original and 7 copies of the plan, folded separately, right side out with title and project address visible. All plans shall reference NAVD1988 unless otherwise noted. Landscape plans shall be detailed to show proposed & existing conditions, native species, size and spacing. See plan requirements Yarmouth’s share of State filing fee: Separate check made payable to “Town of Yarmouth” (refer to NOI Wetland Fee Transmittal Form) By-law filing fee: Separate check made payable to “Town of Yarmouth” Legal ad fee: Separate check made payable to “Town of Yarmouth” Please list project property’s street address on checks. Refer to Fee Schedule DEP share of the fee (refer to NOI form) shall be sent to: Dept. of Environmental Protection Box 4062 Boston, MA 02211 CONSERVATION OFFICE N/A X X X X X X X X X X Yarmouth Conservation Commission • 1146 Route 28 • South Yarmouth, MA 02664-4492 Tel. (508)-398-2231 Ext. 1288 • Fax (508)-398-0836 • TTD# (508) 398-2231 Rev 3/2023 Page 2 of 2 Digital filing emailed to bdirienzo@yarmouth.ma.us and kbrooks@yarmouth.ma.us including: A pdf of the entire signed application, supporting information listed above, and plan. Please list project property’s street address in the pdf file name. DEP Submittal If you are filing with MassDEP using eDEP, please include a copy of the submittal confirmation with your application. If not filing via eDEP, a copy of your application, plan, and all other supporting information must be sent VIA EMAIL the same day to DEP, Southeast Region at SERO_NOI@mass.gov with the subject line in the email per DEP’s request listed as “YARMOUTH - NOI - Street Address - Applicant Name” and copied to bdirienzo@yarmouth.ma.us and kbrooks@yarmouth.ma.us. We must receive a copy of this email with the application as proof that it has been submitted to DEP. Initial below I CERTIFY that all on-site requirements will be completed by noon on the Friday prior to the hearing date. All proposed structures must be staked, and all relevant resource areas and buffer zones must be staked or flagged. Please consult the Yarmouth Wetland Regulations, page 17. Without proper staking your project may be deemed incomplete and be continued to the next hearing date. If Applicable Certified Mail Receipt for Massachusetts Natural Heritage and Endangered Species Program Certified Mail Receipt for Massachusetts Division of Marine Fisheries. If filing via email, CC bdirienzo@yarmouth.ma.us and kbrooks@yarmouth.ma.us Waterway’s jurisdiction – Any coastal projects such as, but not limited to, docks, piers, bulkheads, revetments, dredging and boardwalks shall require submittal of all Notice of Intent, plans and supplemental information to the Town of Yarmouth Waterways/Shellfish Committee via the Natural Resources office by certified mail or hand delivery. The applicant or his/her representative must provide the Conservation office proof that this has been done or the filing will not be accepted. Other Requirements o Does the proposed project meet the applicable regulations of the Town of Yarmouth Zoning bylaws? Do you need to file with the Yarmouth Board of Appeals? If so, you must file with both boards at the same time. o If a vacant lot, have you completed and received a determination for the Building Department for a lot inquiry form? *To view all Conservation files/permits for the property address online, go to www.yarmouth.ma.us/LF X N/A X X X N/A N/A (jµwud :l�: DEPARTMENT OF CONSERVATION If the applicant is not the property owner, please submit this form with your application. The owner must be sent a copy of the application on the same day it is filed with this office. Property Address: 28 South Shore Drive, Yarmouth Assessors Map/Lot: ----"'l-"'-9_,_/_..,,,2=0.,_..l�----------------------I (we) hereby authorize the individual members of the Yarmouth Conservation Commission and its agents to enter upon the referenced property for the purpose of gathering information regarding the application filed with the Commission pursuant to the Wetlands Protection Act (M.G.L. Ch. 131, s. 4 0)and/or the Yarmouth Wetlan s Pr tection Bylaw ( apter 143).Please Print Name: \)6t\_-{ \55-€rflY2.-Prr Representative for RJ Resorts Beach Resort Owner LLC If other than owner, please state whether tenant, agent, or other: --------- Mailing Address: 444 Madison Avenue #14 New York, NY 10022 Phone: 516-459-4694 Cell: Email: Fax: ----------- ----------------------Yarmouth Conservation Commission • 1146 Route 28 • South Yarmouth, MA 02664-449 2 Tel. (508)-398-2231 Ext. 1288 • Fax (508)-3 98-0836 • TTD# (508) 398-2231 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 Yarmouth 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): 28 South Shore Drive a. Street Address Yarmouth b. City/Town 02664 c. Zip Code Latitude and Longitude: 41°38'16.42"N d. Latitude 70°13'10.96"W e. Longitude 19 f. Assessors Map/Plat Number 20.1 g. Parcel /Lot Number 2. Applicant: a. First Name b. Last Name RJ Resorts Beach Resort Owner LLC c. Organization 444 Madison Avenue #14 d. Street Address New York e. City/Town NY f. State 10022 g. Zip Code h. Phone Number i. Fax Number jlekstutis@redhospitality.com j. Email Address 3. Property owner (required if different from applicant): Check if more than one owner a. First Name b. Last Name c. Organization d. Street Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email address 4. Representative (if any): John A. a. First Name Bologna, P.E. b. Last Name Coastal Engineering Co., Inc. c. Company 260 Cranberry Highway d. Street Address Orleans e. City/Town MA f. State 02653 g. Zip Code 508-255-6511 h. Phone Number 508-255-6700 i. Fax Number permitting@coastalengineeringcompany.com j. Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): $3,150.00 a. Total Fee Paid $1,562.50 b. State Fee Paid $1,587.50 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 Yarmouth City/Town A. General Information (continued) 6. General Project Description: Proposed Landscape Improvements to include: Demolition of existing pool and walkways. Renovation and additions to the existing hardscape and buildings. 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) 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 C228135, Doc # 1,444,002 b. Certificate # (if registered land) 34635 c. Book 11 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 Yarmouth 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 1. square feet 2. square feet c. Land Under Waterbodies and Waterways 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 Parkers River 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: 139,961± square feet 4. Proposed alteration of the Riverfront Area: 1,400± a. total square feet 509± b. square feet within 100 ft. 891± 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 Yarmouth 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 2,765± (restoration) 1. square feet 2. cubic yards dune nourishment Size of Proposed Alteration Proposed Replacement (if any) f. Coastal Banks 40± 1. linear feet g. Rocky Intertidal Shores 1. square feet h. Salt Marshes 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 391,695± 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 Yarmouth 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 2023 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 percentage/acreage (b) outside Resource Area 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 Yarmouth 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 Yarmouth 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 Yarmouth 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. Proposed Site Plan Set a. Plan Title Coastal Engineering Co., Inc. b. Prepared By John A. Bologna, P.E. c. Signed and Stamped by 05/18/2023 d. Final Revision Date 1" = 30' e. Scale See attached plan list 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: 865 2. Municipal Check Number 05/17/2023 3. Check date 864 4. State Check Number 05/17/2023 5. Check date 6. Payor name on check: First Name Coastal Engineering Co., Inc. 7. Payor name on check: Last Name C17189.03: NOTICE OF INTENT APPLICATION PROPOSED SITE IMPROVEMENTS RED JACKET BEACH RESORT & SPA Notice of Intent – Proposed Project Plan Set List Consultant Plan Title Sheet ID Plan Date Feldman Geospatial Existing Conditions Plan Set Sheet 1, Sheet 2, Sheet 3 and Sheet 4 11/17/2022 Coastal Engineering Co., Inc. Site Development Plan Set C-101, C-102, C-103 and C-501 05/18/2023 WATG Hardscape and Planting Plan Set L3-101, L3-201, L3-401 and L5-101 05/17/2023 Wilkinson Ecological Design Restoration Plan Sheet 1 05/08/2023 wpaform3.doc • rev. 6/18/2020 Page 9 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 Yarmouth City/Town F. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I understand that the Conservation Commission will place notification of this Notice in a local newspaper at the expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G.L. c. 131, § 40. Notice must be made by Certificate of Mailing or in writing by hand delivery or certified mail (return receipt requested) to all abutters within 100 feet of the property line of the project location. 1. Signature of Applicant 2. Date 3. Signature of Property Owner (if different)4. Date 5. Signature of Representative (if any)6. Date For Conservation Commission: Two copies of the completed Notice of Intent (Form 3), including supporting plans and documents, two copies of the NOI Wetland Fee Transmittal Form, and the city/town fee payment, to the Conservation Commission by certified mail or hand delivery. For MassDEP: One copy of the completed Notice of Intent (Form 3), including supporting plans and documents, one copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the “yes” box in any part of Section C, Item 3, above, refer to that section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. 5/17/2023John A. Bologna, P.E. NOTICE OF INTENT APPLICATION 28 SOUTH SHORE DRIVE, YARMOUTH Prepared By: Coastal Engineering Company, Inc. May 18, 2023 RED JACKET RESORT - LANDSCAPE IMPROVEMENTS Demolition of existing pool and walkways. Renovation and additions to the existing hardscape and buildings. G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\Permitting\CIV\Local\Conservation\NOI C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 1 of 21 Table of Contents Introduction ......................................................................................................................................................................... 2 Existing Conditions............................................................................................................................................................ 3 Project Description and Proposed Conditions ........................................................................................................... 4 Drainage and Stormwater ............................................................................................................................................... 5 Alternatives Analysis ........................................................................................................................................................ 6 Erosion Control .................................................................................................................................................................. 6 Construction Sequence – Equipment – Staging Locations ................................................................................... 6 Wetland Resource Areas and Performance Standards .......................................................................................... 7 State Wetlands Protection Act 310 CMR 10.00 .................................................................................................... 7 10.04: Land Subject to Coastal Storm Flowage ............................................................................................... 7 10.28: Coastal Dunes ............................................................................................................................................... 7 10.30: Coastal Banks ............................................................................................................................................... 8 10.58: Riverfront Area ........................................................................................................................................... 10 The Town of Yarmouth Wetlands Performance Standards ............................................................................ 15 2.03 Coastal Dune .................................................................................................................................................. 15 2.05 Coastal Banks ................................................................................................................................................ 15 2.03 Riverfront Area .............................................................................................................................................. 16 2.10 Land Subject to Coastal Storm Flowage: ................................................................................................ 18 Other Protected Resource Areas ............................................................................................................................ 19 FEMA ......................................................................................................................................................................... 19 NHESP ...................................................................................................................................................................... 20 Construction Protocol .................................................................................................................................................... 20 Summary and Recommendations............................................................................................................................... 21 C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 2 of 21 Introduction The project is located at the Red Jacket Resort property on South Shore Drive, Yarmouth, MA. The project consists of proposed renovations and improvements to the existing resort needed to upgrade the existing facility’s buildings and grounds, including site landscape/hardscape improvements and other site amenities intended to enhance the facility’s guest experience. Proposed improvements to the site include a new swimming pool and cabana configuration, a spa, a trellised outdoor bar, patios, walkways and other site landscaping/hardscaping improvements as shown on plans prepared by the Project Design Team. Other site improvements to the existing hotel facility include improved hotel/restaurant arrival and porte cochere area; site accessibility, entrance road/parking lot, yards/parking areas fronting South Shore Rd, and infrastructure improvments to the storm drainage system and future municipal sewer hook up. The Scope of Work is summarized below: The project work area primarily is on the water side of the Hotel grounds, located to the west of the main entrance drive. Work in this area includes renovation work both inside and outside the building. Interior work includes renovations to the existing guest rooms and accessibility improvements for ADA compliance. Exterior work consists of the renovation of the existing pool and spa area and includes the demolition of the two existing pools, the pool patio, equipment vault, walkways and beach stairs. New construction includes a new pool, spa, pool patio, walkways and a trellised outdoor bar along with associated site utilities including underground water service, plumbing and electric. The pool deck and areas around the hotel buildings will feature new landscaping/hardscaping, with native plantings in the ecological sensitive areas to mitigate site work in the buffer zones. New storm drainage improvements will also be provided to collect stormwater runoff from the building and pervious ground surfaces. Improved areas within the buffer zones will be offset with native shrubs and mitigation plantings at a 3.76:1 ratio resulting in over 5,265 SF of ecological mitigation area (2,765 SF dune restoration and 2,500 SF lawn conversion). C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 3 of 21 Project Work Limit IN RED Existing Conditions The property is located within several wetland resource areas, both Coastal and Riverine. To the south, the project locus faces Nantucket Sound, with the following resource areas: Coastal Bank, Coastal Dune, and Land Subject to Coastal Storm Flowage (Flood Zone VE14, VE13, AE,11, and AE13). To the west, the property is bound by Parkers River, with its mouth defined between two jetties that protect that channel leading into Nantucket Sound. The Parker River represents a designated Riverfront Area with a 100 ft and 200 ft riverfront area buffer extending from the river bank to within the hotel side of the property. The Coastal wetland resource areas include a 50 ft. and 100 ft. coastal wetland buffer (dune and coastal bank) that is located along the seawall, revetment, and portion of neighboring property located on South Shore Drive. The beach (up to the seawall) is located within the Mass Wildlife’s Natural Heritage & Endangered Species Program (NHESP) as referenced on the MA GIS on line mapping tool, but does not appear to be in an Area of Critical Environmental Concern (ACEC) or any other regulated area not otherwise specified herein. Currently, the land is a fully developed site, with two hotel structures (one with an indoor pool), six cottages, five sheds, outdoor freezer, brick walkways, paved parking and driveways, tennis court, lawn covered recreation areas, miscellaneous concrete pads, seawalls, revetment, and a dock. The property has the following utilities: gas, water, drainage, and electricity. The property has multiple septic leaching fields located across the site as shown on record survey plan titled “Existing Conditions Plan” Dated 11- 17-2022 by Feldman Geospatial. The coastal resource areas were delineated by Lucas Environmental, LLC on 11-4-2022 and 11-17-2022. C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 4 of 21 Existing waterfront structures on the property are pre-existing and are currently licensed with DEP Waterways, Chpt 91, including the following referenced licenses: DEP License #5389 Timber Pier and Float DEP License #6518 – Existing Pier, Ramp, Float and Piles DEP License #5733 – Existing Steel Bulkhead DEP License #5753 – Placement of Beach Nourishment DEP License #498/3104 – Existing Stone Revetment DEP License #498/5830/6104 – Stone Jetty Construction and Maintenance Summary of Work The project consists of proposed renovations and improvements to the existing resort as described above and includes the following Summary of Work: Demolition and Disposal of: • two pools between the hotel buildings. • pool patios and pool amenity structures. • Impervious walkways between the buildings. • patio and tent structure behind the seawall • beach access stairs and wash down area Interior Renovation of • the existing hotel guest rooms • building accessibility • ADA guest room improvements New Construction of • a pool and spa. • a patio and pool decks. • an open-air bar pavilion with seating and gas fireplace. • pervious walkways for guests and maintenance vehicles. • a stormwater infiltration system for the roof and walkways • accommodations for future municipal sewer hookup • site utilities and infrastructure improvements • recreational area landscaping • hardscaping including night sky landscape lighting and signage • new staircase down to the beach. • Mitigation area plantings and vegetative treatments See plan set titled “Red Jacket Beach Resort & Spa – Red Hospitality” by Coastal Engineering Company dated 05-18-23, Mitigation Plans and Project Protocol and Narrative by Wilkinson Ecological Design for a more detailed depiction of proposed site improvements. C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 5 of 21 Proposed Mitigation The total impervious Area within the 0ft - 100ft buffer zone to the riverfront area is increased by 509± s.f. The area within the 100ft - 200ft buffer zone is increased by 891± s.f. The total area reduction within the 0ft – 200ft buffer zone to the riverfront area is increased by 1,400± s.f. see table 1.0 and table 2.0 below for river front coverage breakdown. The total impervious Area within the 0ft - 50ft buffer zone to the coastal wetland resource area is decreased by 1,136± s.f. The area within the 50ft - 100ft buffer zone is increased by 3,699± s.f. The total area within the 0ft – 100ft buffer zone to the coastal wetland resource area is increased by 2,563± s.f. see table 3.0 and table 4.0 below for coastal wetland coverage breakdown. Table 1.0 Coverage Area Breakdown within 0 – 100’ Riverfront Area 0 - 100’ River Front Coverage table Subject Existing Proposed Change Buildings 17,523± s.f. 17,523± s.f. No Change Hardscape 6,176± s.f. 6,685± s.f. 509± s.f. (increase) Table 2.0 Coverage Area Breakdown within 100 – 200’ Riverfront Area 100 - 200’ River Front Coverage table Subject Existing Proposed Change Buildings 13,754± s.f. 13,754± s.f. No Change Impervious 19,742± s.f. 20,633± s.f. 891± s.f. (increase) Table 3.0 Coverage Area Breakdown within 0 – 50’ Coastal Wetland Resource Area 0 - 50’ Coastal Wetlands Coverage table Subject Existing Proposed Change Buildings 11,140± s.f. 11,140± s.f. No Change Hardscape 11,920± s.f. 10,784± s.f. 1,136± s.f. (reduction) Table 4.0 Coverage Area Breakdown within 50 – 100’ Coastal Wetland Resource Area 50 - 100’ Coastal Wetlands Coverage table Subject Existing Proposed Change Buildings 18,039± s.f. 18,039± s.f. No Change Impervious 17,332± s.f. 21,031± s.f. 3,699± s.f. (increase) Drainage and Stormwater Management The proposed renovation project includes improvements to the existing stormwater management system and includes Best Management Practices (BMP’s) to manage stormwater storm water runoff by collecting, directing and infiltrating stormwater onsite. A new collection system will be installed to gather storm runoff from the existing roof and new pool patio hardscape areas and direct the runoff to a new stormwater recharge area. Through the use of onsite stormwater management system for roof runoff and pool patio, the proposed re-development will significantly reduce the peak flow and volume of runoff contributed to Nantucket Sound and Parkers River. Proposed roof and patio runoff will be collected and treated using CULTEC infiltration units sized for a 25-year storm event. See stormwater report titled “Red Jacket Resort - 28 South Shore Driver” Dated 05-18-2023 and prepared by Coastal C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 6 of 21 Engineering Company for more information. NOTE: The proposed work area is less than one acre, so a Stormwater Management Permit Application (SMPA) is not anticipated to be required. Alternatives Analysis See performance standards section below titled “State Wetlands Protection Act 310 CMR 10.00 -- 10.58: Riverfront Area – (c) Practicable and Substantially Equivalent Economic Alternatives.” or an alternatives analysis. Erosion Control 1. During construction, the contractor shall be responsible for erosion control and protection of drainage structures until completion of sitework and establishment of vegetative ground cover. 2. The contractor shall practice good housekeeping measures during the day-to-day operation at the site. The site should be policed daily to remove any litter or debris. 3. Prior to construction, install perimeter sediment barrier in location(s) shown on plan. Sediment barrier to be double-staked straw bales with silt fence or 12"ø staked coir logs/silt sock. 4. Temporary soil material stockpiles shall be surrounded with siltation barrier on the downgradient side to prevent discharge of sediment from site. Material stockpiles that are in place for an extended period of time shall be stabilized with vegetation, mulching, erosion control blankets, and other measures that are necessary to prevent the discharge of sediment from the project site. 5. If sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize off-site impacts. 6. Litter, construction debris, and construction chemicals that could be exposed to storm water must be prevented from becoming a pollutant source. 7. Except as provided below, stabilization measures must be initiated as soon as practicable in portions of the site where construction activities have temporarily ceased, but in no case more than 14 days after the construction activity in that portion of of the site has temporarily or permanently ceased. 1. Where stabilization by the 14th day is precluded by snow cover or frozen ground conditions, stabilization measures must be initiated as soon as practicable. 2. Where construction activity on a portion of the site is temporarily ceased, and earth disturbing activities will be resumed within 14 days, temporary stabilization measures do not have to be initiated on that portion of the site. Construction Sequence – Equipment – Staging Locations 1. Install permitter limit of work construction fence and sedimentation barrier as indicated on the plans. Protect existing leaching catch basins inlets within and adjacent to construction area. 2. Install two vehicle tracking pads. One at South shore drive, and one at Pawkannawkut Drive. C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 7 of 21 3. Clear and grub the highlighted areas as indicated on the plans. 4. Locate Areas for staging, material storage and stockpile. Surround material stockpiles with erosion control barrier. All equipment must be located behind locked fence during non-working hours. 5. Install temporary construction period runoff management swales. 6. Install a 3’ high orange vinyl fence around all existing sewage disposal fields. 7. Demolish existing pool, patios, pavement and walkways as shown on plans. 8. Rough grade site. 9. Install stormwater infiltration system components and other utilities. 10. Install proposed hardscapes including pool and spa. 11. Grade and pave proposed parking lot. 12. Install curbing and sidewalks. 13. Stabilize and vegetate disturbed areas with approved native seed and planting by the conservation commission. Equipment to be used: dump truck, excavator, skid loader, dewatering pumps, jackhammer, plate compactor, concrete pump truck or plaster pumping equipment for pool, and hand tools. Wetland Resource Areas and Performance Standards The existing property is located along Parkers River, and Nantucket Sound. The project area is within FEMA Flood Zone VE14, VE13, AE13 and AE11 as indicated on flood insurance rate map number 25001C0588J and 25001C0589J for Barnstable County Massachusetts both with an effective date of July 16, 2012. The Resource Areas are covered under the 310 CMR 10.00: Wetlands Protection Act Regulations as well as the Town of Yarmouth Wetland Protection Regulations. We have addressed the potential impacts to these Resource Areas based on the Performance Standards under both the State and Local Wetland Protection Regulations in the following sections. State Wetlands Protection Act 310 CMR 10.00 10.04: Land Subject to Coastal Storm Flowage "land subject to any inundation caused by coastal storms up to and including that caused by the 100-year storm, surge of record or storm of record, whichever is greater" The Land Subject to Coastal Storm Flowage (LSCSF) does not have regulation performance standards, though it is a protected resource area and therefore approval is needed to perform work within the LSCSF. This project will not adversely affect LSCSF and will improve its functionality. 10.28: Coastal Dunes WHEN A COASTAL DUNE IS DETERMINED TO BE SIGNIFICANT TO STORM DAMAGE PREVENTION, FLOOD CONTROL OR THE PROTECTION OF WILDLIFE HABITAT, 310 10.28(3) THROUGH (6) SHALL APPLY: C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 8 of 21 (3) Any alteration of, or structure on, a coastal dune or within 100 feet of a coastal dune shall not have an adverse effect on the coastal dune by: (a) affecting the ability of waves to remove sand from the dune; (b) disturbing the vegetative cover so as to destabilize the dune; (c) causing any modification of the dune form that would increase the potential for storm or flood damage; (d) interfering with the landward or lateral movement of the dune; (e) causing removal of sand from the dune artificially; or (f) interfering with mapped or otherwise identified bird nesting habitat. No new structures are proposed to be constructed on any dune area. All work is upland from the existing seawall, which serves as a delineation line that separates the dune from the developed resort grounds. Existing dune resource areas will in fact be improved by proposed dune enhancement that is part of the project mitigation plan. New sand placement and dune contouring, along with additional beach grass plantings, will help stabilize the dune for flood protection and further enhance the resource area ecosystem by providing habitat for protected wildlife. (4) Notwithstanding the provisions of 310 CMR 10.28(3), when a building already exists upon a coastal dune, a project accessory to the existing building may be permitted, provided that such work, using the best commercially available measures, minimizes the adverse effect on the coastal dune caused by the impacts listed in 310 CMR 10.28(3)(b) through (e). Such an accessory project may include, but is not limited to, a small shed or a small parking area for residences. It shall not include coastal engineering structures. N/A. No work is to be done on the Dune. (5) The following projects may be permitted, provided that they adhere to the provisions of 310 CMR 10.28(3): (a) pedestrian walkways, designed to minimize the disturbance to the vegetative cover and traditional bird nesting habitat; (b) fencing and other devices designed to increase dune development; and (c) plantings compatible with the natural vegetative cover. N/A. No work is to be done on the Dune. Besides Beach grass mitigation plantings. (6) Notwithstanding the provisions of 310 CMR 10.28(3) through (5), no project may be permitted which will have any adverse effect on specified habitat sites of Rare Species, as identified by procedures established under 310 CMR 10.37. N/A. No work is to be done within the mapped NHESP boundary. 10.30: Coastal Banks (2) Definition. Coastal Bank means the seaward face or side of any elevated landform, other than a coastal dune, which lies at the landward edge of a coastal beach, land subject to tidal action, or other wetland. C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 9 of 21 WHEN A COASTAL BANK IS DETERMINED TO BE SIGNIFICANT TO STORM DAMAGE PREVENTION OF FLOOD CONTROL BECAUSE IT SUPPLIES SEDIMENT TO COASTAL BEACHES, COASTAL DUNES OR BARRIER BEACHES, 310 CMR 10.30(3) THROUGH (5) SHALL APPLY: (3) No new bulkhead, revetment, seawall, groin or other coastal engineering structure shall be permitted on such a coastal bank except that such a coastal engineering structure shall be permitted when requires to prevent storm damage to buildings constructed prior to the effective date of 310 CMR 10.21 through 10.37 or constructed pursuant to a Notice of Intent filed prior to the effective date of 10 CMR 10.21 through 10.37 (August 10, 1978), including reconstructions of such buildings subsequent to the effective date of 310 CMR 10.21 through 10.37, provided that the following requirements are met: (a) a coastal engineering structure or a modification there to shall be designed and constructed so as to minimize, using best available measures, adverse effects on adjacent or nearby coastal beaches due to changes in wave action, and (b) the applicant demonstrates that no method of protecting the building other than the proposed coastal engineering structure is feasible. (c) Protective planting designed to reduce erosion may be permitted. The proposed project does not include any work on the existing licensed structure or any alteration or addition any new Coastal Engineering Structures. (4) Any project on a coastal bank of within 100 feet landward of the top of a coastal bank, other than a structure permitted by 310 CMR 10.30(3), shall not have an adverse effect due to wave action on the movement of sediment from the coastal bank to coastal beaches or land subject to tidal action. Portions of the proposed project is located in the 100 feet buffer measured from the top of the Coastal Bank. The work area is currently developed; all the new additions and improvements are designed to minimize adverse impacts to the designated resource area. As such, there are no anticipated adverse effect due to wave action on the movement of sediment from the coastal bank due to the existing sea wall. (5) The Order of Conditions and the Certificate of Compliance for any new building within 100 feet landward of the top of a coastal bank permitted by the issuing authority under M.G.L. c. 131 & 40 shall contain the specific condition: 310 CMR 10.30(3), promulgated under M.G.L. c. 131 & 40, requires that no coastal engineering structure, such as a bulkhead, revetment, or seawall shall be permitted on an eroding bank at any time in the future to protect the project allowed by this Order of Conditions. N/A. The coastal bank is a non-eroding bank and the existing CES is stable, well maintained and serves as flood protection to the upland areas. WHEN A COASTAL BANK IS DETERMINED TO BE SIGNIFICANT TO STORM DAMAGE PREVENTION OR FLOOD CONTROL BECAUSE IT IS A VERTICAL BUFFER TO STORM WATERS, 310 CMR 10.30 (6) THROUGH (8) SHALL APPLY: (6) Any project on such a coastal bank or within 100 feet landward of the top of such coastal bank shall have no adverse effects on the stability of the coastal bank. C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 10 of 21 The proposed work is to take place behind the seawall except for the beach stair. The seawall will be protected throughout construction. No adverse effects will be made towards the coastal bank. (7) Bulkheads, revetments, seawalls, groins or other coastal engineering structures may be permitted on such a coastal bank except when such bank is significant to storm damage prevention or flood control because it supplies sediment to coastal beaches, coastal dunes, and barrier beaches. N/A. The proposed project does not include any new Coastal Engineering Structure. (8) Notwithstanding the provisions of 310 CMR 10.30(3) through (7), no project may be permitted which will have any adverse effect on specified habitat sites of rare vertebrate or invertebrate species, as identified by procedures established under 310 CMR 10.37. The property lies within the Natural Heritage and Endangered Species Program (NHESP) Estimated or Priority Habitat of Rare Wildlife and Species mapped areas and a copy of the application packaged has been submitted to the NHESP for review. 10.58: Riverfront Area General Performance Standards. Where the presumption set forth in 310 CMR 10.58(3) is not overcome, the applicant shall prove by a preponderance of the evidence that there are no practicable and substantially equivalent economic alternatives to the proposed project with less adverse effects on the interests identified in M.G.L. c.131 § 40 and that the work, including proposed mitigation, will have no significant adverse impact on the riverfront area to protect the interests identified in M.G.L. c. 131 § 40. In the event that the presumption is partially overcome, the issuing authority shall make a written determination setting forth its grounds in the Order of Conditions and the partial rebuttal shall be taken into account in the application of 310 CMR 10.58 (4)(d)1.a. and c.; the issuing authority shall impose conditions in the Order that contribute to the protection of interests for which the riverfront area is significant. (a) Protection of Other Resource Areas. The work shall meet the performance standards for all other resource areas within the riverfront area, as identified in 310 CMR 10.30 (Coastal Bank), 10.32 (Salt Marsh), 10.55 (Bordering Vegetated Wetland), and 10.57 (Land Subject to Flooding). When work in the riverfront area is also within the buffer zone to another resource area, the performance standards for the riverfront area shall contribute to Effective 10/24/2014 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION the protection of the interests of M.G.L. c. 131, § 40 in lieu of any additional requirements that might otherwise be imposed on work in the buffer zone within the riverfront area. The work being proposed is intended to meet all other performance standards for all resource areas associated with the riverfront area. (b) Protection of Rare Species. No project may be permitted within the riverfront area which will have any adverse effect on specified habitat sites of rare wetland or upland, vertebrate or invertebrate species, as identified by the procedures established under 310 CMR 10.59 or 10.37, or which will have any adverse effect on vernal pool habitat certified prior to the filing of the Notice of Intent. C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 11 of 21 Except for the proposed dune enhancement and mitigation plantings in the dune area, the project work is not located within an area that is shown to impact the habitat area specified within the Natural Heritage Natural Heritage and Endangered Species Program (NHESP). (c) Practicable and Substantially Equivalent Economic Alternatives. There must be no practicable and substantially equivalent economic alternative to the proposed project with less adverse effects on the interests identified in M.G.L. c. 131 § 40. The No-build scenario is not an option, as building infrastructure and facilities are nearing the end of their useful life. The Project is designed to the practicable extent possible. Practicable and Substantially Equivalent Economic Alternatives. Per 310 CMR 10.58.1. Definition of Practicable is an alternative that is substantially equivalent economically if it is available and capable of being done after taking into consideration costs, existing technology, proposed use, and logistics, in light of overall project purposes. Available and capable of being done means the alternative is obtainable and feasible. Four factor that are considered are: i. Cost The existing hardscapes and pool are outdated and are not ADA compliant. The intent of the project is to renovate and update the hardscapes to attract new customers and provide a hospitable environment that matches the aesthetic of the neighborhood. This in turn will improve the property value and increase tax revenue to the town. This will also help finance proposed improvements which will result in both economic and ecological benefits. Doing nothing will result in the diminution of property value and degrade the site. Using the natural topography to dictate where the stormwater infrastructure is to be placed is the most logical and cost-efficient option. Existing partial rooftop and proposed patio has been designed with the intent to infiltrate on site. Therefore, immediately placing clean runoff back into the ground in close proximity to where it falls is the most practicable and cost-effective solution. ii. Existing Technology The existing parcel does not have any existing stormwater treatment available. The proposed structures are designed to infiltrate and detain stormwater for the 10- year storm event, and to follow the existing drainage patterns on site. One alternative would be to size the system to infiltrate and retain for a 100-year storm event, but this would add significant added cost with minimal benefit. This approach would adversely affect the site by providing a much larger system that C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 12 of 21 would require significant grading which would encroach closer to the 25’ no disturb zone. Also, because the developed site area is already encompassed by a deep sheet pile bulkhead system, attenuation of storm drain occurs naturally as runoff is effectively pretreated by saturation in the sandy subsoils. iii. Proposed Use The Property is to remain as a hotel use as currently permitted in the Yarmouth HMOD2 zoning district. This ecological intent of the design is focused on the reduction in the impervious areas within the coastal and riverfront resource areas while still maintaining the recreational and hospitality needs for the facility (yard, driveway, and utilities), all of which provides much needed improvements to the facility and benefits the applicant, their guests and the community at large. iv. Logistics The majority (90.3%) of the parcel is located within the 100 ft riverfront area and much of the existing building area is located within the 200 ft riverfront area. The project design intent was to minimize new work in these buffer zones and to provide 2:1 mitigation to compensate for any disturbed area. A construction protocol and project narrative has been established to minimize adverse impacts to the wetland resource areas during construction. Construction access to the site will be from to upland areas located from the existing facility entrance point at the end of South Shore Drive and across the beach when necessary to access dune areas for implementation of dune enhancement work. These proposed actions will take place outside any time of year restrictions required by NHESP. (d) No Significant Adverse Impact. The work, including proposed mitigation measures, must have no significant adverse impact on the riverfront area to protect the interests identified in M.G.L. c. 131, § 40. 1. Within 200 foot riverfront areas, the issuing authority may allow the alteration of up to 5000 square feet or 10% of the riverfront area within the lot, whichever is greater, on a lot recorded on or before October 6, 1997 or lots recorded after October 6, 1997 subject to the restrictions of 310 CMR 10.58(4)(c)2.b.vi., or up to 10% of the riverfront area within a lot recorded after October 6, 1997 There is 4,901 s.f. of alteration proposed to the project. The project is removing 3,068 s.f. of impervious coverage within the riverfront area. a. At a minimum, a 100 foot wide area of undisturbed vegetation is provided. This area shall extend from mean annual high-water along the river unless another location would better protect the interests identified in M.G.L. c. 131 § 40. If there is not a 100 foot wide area of undisturbed vegetation within the riverfront area, existing C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 13 of 21 vegetative cover shall be preserved or extended to the maximum extent feasible to approximate a 100 foot wide corridor of natural vegetation. The lot is developed and is within the 100ft riverfront area. The proposed work reduces the impervious coverage by 3,086s.f. Areas where structures were demolished are to be revegetated. b. Stormwater is managed according to standards established by the Department in its Stormwater Policy. The stormwater is designed based on the Massachusetts stormwater handbook and standards along with the Town of Yarmouth Conservation Commission Stormwater Management Regulations. c. Proposed work does not impair the capacity of the riverfront area to provide important wildlife habitat functions. The Proposed work does not impair the capacity of the riverfront to provide important wildlife habitat functions. All of the work is located on the opposite side of the hotel from where the river bank is located. d. Proposed work shall not impair groundwater or surface water quality by incorporating erosion and sedimentation controls and other measures to attenuate nonpoint source pollution. The proposed stormwater system will provide better protection of the groundwater quality by infiltrating stormwater runoff directly into the ground while using as little land area as possible. This use of onsite infiltration systems will prevent runoff from causing erosion during high storm events. (9) Redevelopment Within Previously Developed Riverfront Areas; Restoration and Mitigation. Notwithstanding the provisions of 310 CMR 10.58(4)(c) and (d), the issuing authority may allow work to redevelop a previously developed riverfront area, provided the proposed work improves existing conditions. Redevelopment means replacement, rehabilitation or expansion of existing structures, improvement of existing roads, or reuse of degraded or previously developed areas. A previously developed riverfront area contains areas degraded prior to August 7, 1996 by impervious surfaces from existing structures or pavement, absence of topsoil, junkyards, or abandoned dumping grounds. Work to redevelop previously developed riverfront areas shall conform to the following criteria: (a) At a minimum, proposed work shall result in an improvement over existing conditions of the capacity of the riverfront area to protect the interests identified in M.G.L. c. 131 § 40. When a lot is previously developed but no portion of the riverfront area is degraded, the requirements of 310 CMR 10.58(4) shall be met. C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 14 of 21 Although the proposed work increases the hardscape within the riverfront area, the hardscape that is proposed is designed to be pervious and infiltrate stormwater directly into the ground. The existing hardscapes are impervious. To further mitigate the increase in impervious coverage native plantings and beach grass is proposed at a 2:1 ratio. providing more vegetation to the site. (b) Stormwater management is provided according to standards established by the Department. The stormwater is designed based on the Massachusetts stormwater handbook and standards along with the Town of Yarmouth Conservation Commission Stormwater Management Regulations. (c) Within 200 foot riverfront areas, proposed work shall not be located closer to the river than existing conditions or 100 feet, whichever is less, or not closer than existing conditions within 25 foot riverfront areas, except in accordance with 310 CMR 10.58(5)(f) or (g). The project scope of work will not be any closer to the riverfront than what is existing. (d) Proposed work, including expansion of existing structures, shall be located outside the riverfront area or toward the riverfront area boundary and away from the river, except in accordance with 310 CMR 10.58(5)(f) or (g) The proposed scope of work is located as far as possible from the riverfront. (e) The area of proposed work shall not exceed the amount of degraded area, provided that the proposed work may alter up to 10% if the degraded area is less than 10% of the riverfront area, except in accordance with 310 CMR 10.58(5)(f) or (g). Although the proposed work increases the hardscape within the riverfront area, the hardscape that is proposed is designed to be pervious and infiltrate stormwater directly into the ground. Furthermore, much of the existing hardscapes are impervious. To further mitigate the increase in impervious coverage native plantings and beach grass is proposed at a 2:1 ratio. providing more vegetation to the site in accordance with 310 CRM 10.58(5)(g) (f) When an applicant proposes restoration on-site of degraded riverfront area, alteration may be allowed notwithstanding the criteria of 310 CMR 10.58(5)(c), (d), and (e) Mitigation at a 2:1 ratio is proposed. providing additional vegetation to the site in accordance with 310 CRM 10.58(5)(g) (g) When an applicant proposes mitigation either on-site or in the riverfront area within the same general area of the river basin, alteration may be allowed notwithstanding the criteria of 310 CMR 10.58(5)(c), (d), or (e) C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 15 of 21 Mitigation at a 2:1 ratio is proposed. providing additional vegetation to the site in accordance with 310 CRM 10.58(5)(g) The Town of Yarmouth Wetlands Performance Standards 2.03 Coastal Dune (3) Performance Standards Any activity which is allowed on a coastal dune or within 100 feet of a coastal dune shall not have an adverse effect on the coastal dune by: (a) affecting the ability of waves to remove sand from the dune; (b) disturbing the vegetative cover so as to destabilize the dune; (c) causing any modification of the dune form that would increase the potential for storm or flood damage; (d) interfering with the landward or lateral movement of the dune; (e) causing artificial removal of sand from the dune; or (f) interfering with mapped or otherwise identified bird nesting habitat. No new structures are to be constructed on the Dune. All work is beyond the seawall that separates the dune from the resort. In fact, the dune will be improved with additional dune mitigation plantings that will stabilize the dune and prevent deterioration, which will allow for a better ecosystem for bird nesting and flood protection. (4) The following projects may be permitted, provided they adhere to the provisions of section 2.03, (3): (a) elevated pedestrian walkways, designed to minimize disturbance to vegetative cover, and traditional bird nesting habitat. Walkways shall have a minimum clearance of two feet above any existing vegetation; (b) fencing and other devices designed to increase dune development; and (c) plantings compatible with the natural vegetative cover. Native Dune plantings are proposed. See plan Mitigation plan by Wilkinson Ecological for more information. 2.05 Coastal Banks (3) Performance Standards: Any activity that is allowed on a coastal bank shall comply with the following provisions: (a) No new bulkhead, revetment, seawall, groin or other coastal engineering structure shall be permitted on a coastal bank that provides significant sediment to an adjacent or downdrift coastal beach; except that such a coastal engineering structure shall be permitted when C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 16 of 21 required to prevent storm damage to buildings constructed prior to August 10, 1978, including re-construction of such buildings subsequent to the effective date of these regulations, provided that the following requirements are met: (1) coastal engineering structures or modifications thereto shall be designed and constructed so as to minimize, using best available measures, adverse effects on adjacent or nearby coastal beaches due to changes in wave action; (2) the applicant demonstrates that no method of protecting the building other than the proposed coastal engineering structure is feasible; (3) protective planting designed to reduce erosion may be permitted; and (4) the applicant provides sufficient evidence that the building was constructed pursuant to a Notice of Intent prior filed before August 10, 1978. (b) Any project on a coastal bank or within 100 feet of the top of a coastal bank, other than a structure permitted under section 2.05, (3), (a), shall not have an adverse effect due to wave action on the movement of sediment from the coastal bank to coastal beaches or land subject to tidal action or flooding, and shall not have an adverse effect on the stability of a coastal bank. 2.03 Riverfront Area (4) Performance Standards (b) Redevelopment within a Previously Developed Riverfront Area. Notwithstanding the provisions of Sections 2.6(4)(a)3. and 4. above, the Committee may allow work to redevelop a previously developed Riverfront Area provided that the proposed activity improves existing conditions. Redevelopment means replacement, rehabilitation or expansion of existing structures, improvement of existing roads, or reuse of degraded or previously developed areas. A previously developed Riverfront Area contains areas degraded prior to August 7, 1996 by impervious surfaces from existing structures or pavement, absence of topsoil, junkyards, or abandoned dumping grounds. Lawn and landscaped areas are not considered degraded areas as they have topsoil. Work to redevelop previously developed Riverfront Area shall conform to the following criteria. 1. The proposed activity shall result in an improvement over existing conditions of the capacity of the Riverfront Area to protect the Bylaw Interests and Values. When a lot is previously developed but no portion of the Riverfront Area is degraded, the requirements of Section 2.6(4)(a) above shall apply. The proposed work improves the lot by removing impervious area, providing more vegetation to the site, and providing stormwater infiltration. C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 17 of 21 2. Stormwater is managed according to regulatory standards at 310 CMR 10.05(6)(k) to (q) established by the Department, as applicable, and Section 1.6(8)(b)4.g. of these regulations above, as applicable. The stormwater is designed based on the Massachusetts stormwater handbook and standards. 3. The proposed activity shall not be located closer to the river than existing conditions or 100 feet, whichever is less, except in accordance with Sections 2.6(4)(b)7. and 8. below The project will be removing impervious material closest to the riverfront and replanting the disturbed area providing a greater buffer to the dwelling. 4. The proposed activity, including expansion of existing structures, shall be located outside the Riverfront Area or toward the Riverfront Area boundary and away from the river, except in accordance with Sections 2.6(4)(b)7. and 8. below. The proposed building expansion is located at the farthest corner from the lot away from the river. The driveway is located outside of the 100’ riverfront area. 5. The area of the proposed activity shall not exceed the amount of degraded area, provided that the proposed activity may alter up to 10% of the Riverfront Area if the degraded area is less than 10% of the Riverfront Area on the lot, except in accordance with Sections 2.6(4)(b)7. and 8. below. There is 4,901 s.f. of alteration proposed to the project. However, the project is removing 3,068 s.f. of impervious coverage within the riverfront area. 6. The limit of work shall be clearly identified on the plan and in the field and appropriate erosion and sedimentation control measures shall be implemented and maintained throughout construction. No silt or sediment may be permitted to enter any Bylaw Resource Area outside of the Limit of Work during or subsequent to construction. Limit of work is clearly defined on the plan titled “Plan Showing Erosion Control” dated 05- 18-23 by Coastal Engineering Company. 7. When an applicant proposes on-site restoration of degraded Riverfront Area, alteration may be allowed notwithstanding the criteria of Sections 2.6(4)(b)3. to 5. above at a ratio in square feet of at least 1:1 of restored area to area of alteration not conforming to the criteria. Areas immediately along the river shall be selected for restoration. Restoration shall include: a. removal of all debris, but retaining any trees or other mature vegetation; b. grading to a topography which reduces runoff and increases infiltration; c. coverage by topsoil at a depth consistent with natural conditions at the site; and C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 18 of 21 d. seeding and planting with an erosion control seed mixture, followed by plantings of herbaceous and woody species appropriate to the site. N/A 8. When an applicant proposes mitigation either on-site or off-site within the Riverfront Area within the same general area of the river basin, alteration may be allowed notwithstanding the criteria of Sections 2.6(4)(b)3. to 5. above at a ratio in square feet of at least 2:1 of mitigation area to area of alteration not conforming to the criteria or an equivalent level of functional mitigation where square footage is not a relevant measure. Mitigation may include off-site restoration of Riverfront Area, conservation restrictions to preserve undisturbed Riverfront Area that could otherwise be developed under the Bylaw, the purchase of development rights within the Riverfront Area, the restoration of Vegetated Wetlands, projects to remedy an existing adverse impact on the Bylaw Interests and Values for which the applicant is not legally responsible, or similar activities undertaken voluntarily by the applicant. All mitigation will be contained on site and will meet or exceed the 2:1 minimum ratio for altered areas; there is no off site mitigation required for this project. 2.10 Land Subject to Coastal Storm Flowage: (3) Performance Standards Any activity within land subject to coastal storm flowage which will result in the building upon, removing, filling or altering land within 300 feet of a major estuary defined in section 1.04 of these regulations shall meet the following requirements. Notwithstanding this section 2.10, (3), beach nourishment and coastal engineering projects such as bulkheads and seawalls may be allowed if they meet all other performance in these regulations. (a) Existing septic system and cesspool repairs will be allowed provided they substantially meet all Title 5 and local Board of Health thresholds. N/A. Septic system alterations are not proposed. (b) All groundwater elevations shall incorporate seasonable adjustments if test holes and or leaching components are 100 feet or closer from major estuaries. N/A. Septic system alterations are not proposed. The existing sanitary waste will be tied into the municipal sewer collection system once the community sewer project comes on line. (c) Any proposed deck, shed, or other similar structure must be securely anchored to a footing or foundation. Proposed bar pavilion will be design to meet current building code structural requirements and will be securely anchored to engineered footings. C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 19 of 21 Other Protected Resource Areas Other resource areas protected under regulations include adjacent flood zones and Natural Heritage Endangered Species Program (NHESP), which will be filed concurrently with this application Massachusetts Endangered Species Act (MESA) and its implementing regulations (321 CMR 10.00). indicates potential Priority and Estimated Habitats mapped on the MA online viewer for this project location as indicated in the diagram below. FEMA FEMA Firmette for the Project Locus The existing property is located along Parkers River, and Nantucket Sound. The project area is within FEMA Flood Zone VE14, VE13, AE13 and AE11 as indicated on flood insurance rate map number 25001C0588J and 25001C0589J for Barnstable County Massachusetts both with an effective date of July 16, 2012. These elevations are based on the North American Vertical Datum of 1988 (NAVD88). C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 20 of 21 NHESP NHESP Habitat Border in the Project Locus The project work area is not located within mapped Natural Heritage and Endangered Species Program (NHESP) priority Habitats for Rare Species. All work is to be performed inside of the seawall and revetment. Construction Protocol Prior to the Start of Construction: Prior to the start of any work there will be an on-site meeting to review the order of conditions and satisfy the Commission and conservation agent. Construction start date to occur upon completion of all pre-construction requirements outlined in the specifications and Order of Conditions, as well as any pre- construction requirements outlined during the pre-construction meeting. On-Site Meeting: Prior to start of construction a meeting will occur to discuss access and general means of construction with the following individuals represented: Coastal Engineering Company, Inc.- Civil Engineer Wilkinson Ecological Design – Ecological Designer General Contractor Site Work and Utility Contractor Yarmouth Conservation Commission Representative To be discussed during this meeting: Limit of work and erosion control Tree removal and protection Demolition procedures Construction sequencing and schedule Necessary post-construction reparations and conditions. C17189.03: Notice of Intent Application Town of Yarmouth, 28 South Shore Drive Page 21 of 21 Procedure for post-construction inspection. Project Contacts Order of Conditions During the preconstruction conference, the Engineer and Conservation Agent shall inspect the erosion and sedimentation barrier. Any deficiencies shall be addressed prior to the commencement of the site work and building reconstruction. Pre-Construction Requirements to be Met by Contractor: Proof and Certification of Insurance Coverage Waiver, Release and Indemnification Posting of DEP sign Pre-Construction Requirements to be Met by Owner: Pre-construction photographs of the access, staging area, and project locus. Access & Staging: The access to the work area will be front the driveway. Contractors and all heavy machinery will be confined to a limit of work specified on plan. When machinery and equipment are not in use, they will be stored in the designated stockpile area. Equipment: During the course of construction, the following equipment is anticipated: Excavator for demolition and excavation. Generator for power tools. Miscellaneous hand tools. Work Completion: Upon completion of the construction, all disturbed surfaces along the access route to be re-contoured to pre-construction conditions. The Contractor is to notify the Engineer for a meeting with the parties taking part in the pre-construction meeting, prior to removal of equipment. Deficiencies will be identified to the Contractor on re-contouring requirements, and re-vegetation, which will be performed under the direction of the Engineer. Post Construction Photographs: The applicant shall supply the Conservation Commission with post-construction photographs of the access and staging area, and the project locus, as well as the final vegetation plantings. Ecological Mitigation Protocol: In addition to the above, a separate project protocol and narrative is being provided by Wilkinson Ecological Design, which is included and made part of this NOI application package. Summary and Recommendations This project has been designed to minimize adverse effects on the wetlands resource areas or wildlife habitats. Each performance standard under the State and Local regulations has been addressed. We believe the information provided adequately describes the project and the design considerations taken to prevent adverse impacts to the wetland resource areas and recommend the Yarmouth Conservation Commission approved this project as presented. 28 Lots Hollow Road | Orleans, MA 02653 Tel:(508)255-1113 | Fax:(508)255-9477 Project Protocol and Narrative 28 South Shore Drive South Yarmouth, MA 5/11/2023 The project includes 5,265 square feet of lawn conversion to native vegetation and dune restoration within the 100’ River Front buffer as mitigation for the coverage increases in the River Front buffer zone. The 2,500 square feet of lawn conversion to a native vegetation buffer will immensely increase the biodiversity in this area of the property. Existing plant species in this area only include lawn and non-native species, such as rugosa rose and Alberta spruce, which do not provide the same ecological functions and services as native plant species. Twenty proposed native species will increase biodiversity and provide resources to wildlife that are not being offered by the existing non-native plant species. The flowering native species will offer a food source for insects, pollinators, birds and other native wildlife throughout the season. In addition, the proposed native plantings offer opportunities for cover and increased habitat benefit while decreasing the amount of lawn within the 200’ River Front buffer. The only State-listed invasive plant species observed within the project areas were two grey willow saplings (Salix cinerea) growing out of the existing bulkhead. To stop the spread of this species in the resource area and protect the existing bulkhead from physical damage as the gray willows increase in size, they are proposed to be managed using a cut and wipe herbicide treatment with an herbicide approved for use in wetlands. The cut stumps will be left in place to decay naturally and there will be no disturbance to the surrounding area. All plant debris will be removed from the site and disposed of properly. The 2,765 square feet of dune restoration proposes to increase the density of native vegetation within portions of the existing Coastal Dune resource area that lack a sufficient vegetative cover. This vegetation is also proposed to extend beyond the existing Coastal Dunes to encourage expansion. The increased density of vegetation will help to trap wind- blown sand and build the Coastal Dune overtime as well as increased coastal habitat benefit. In addition, a 265 square foot portion of the berm within the Coastal Dune has experienced erosion and lacks a vegetated cover. Approximately ten cubic yards of compatible sediment will be placed within the eroded portion of the berm to re-establish the Costal Dune in this location. American beach grass and seaside goldenrod will then be planted at 18 inches on center to vegetate and stabilize the newly added sediment and trap additional wind-blown sand to build the Coastal Dune overtime. Access for the implementation is proposed from the existing entry point at the end of South Shore Drive and across the beach. These proposed actions will take place outside of any time of year restrictions required by The Natural Heritage and Endangered Species Program (NHESP). 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: 28 South Shore Drive a. Street Address Yarmouth b. City/Town 864 c. Check number $1,562.50 d. Fee amount 2. Applicant Mailing Address: a. First Name b. Last Name RJ Resorts Beach Resort Owner LLC c. Organization 444 Madison Avenue #14 d. Mailing Address New York e. City/Town NY f. State 10022 g. Zip Code h. Phone Number i. Fax Number j. Email Address 3. Property Owner (if different): a. First Name b. Last Name c. Organization d. Mailing Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number 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 Cat 3a (site preparation) 1 $1,050.00 $1,050.00 Cat 3b (site devel) 1 $1,050.00 $1,050.00 Riverfront 1 $1,050.00 $1,050.00 Step 5/Total Project Fee: $3,150.00 Step 6/Fee Payments: Total Project Fee: $3,150.00 a. Total Fee from Step 5 State share of filing Fee: $1,562.50 b. 1/2 Total Fee less $12.50 City/Town share of filling Fee: $1,587.50 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.) C17189.03/JAB AFFIDAVIT OF SERVICE Massachusetts Wetlands Protection Act M.G.L., CH 131, Sec. 40 I, Carla A. Davis, of Coastal Engineering Co., Inc. hereby certify under the pains and penalties of perjury that on May 18, 2023, I sent notification to abutters in compliance with the second paragraph of Massachusetts General Laws Chapter 131 Section 40 and the Department of Environmental Protection’s Guide to Abutter Notification dated April 8, 1994 in connection with the following matter: A Notice of Intent was filed under the Massachusetts Wetlands Protection Act and the Town Wetlands Protection By-law, by Applicant with the Town Conservation Commission on May 18, 2023 for property located at 28 South Shore Drive, Map 19 Parcel 20.1 in Yarmouth, MA. The project is for the Proposed Landscape Improvements to include: Demolition of existing pool and walkways. Renovation and additions to the existing hardscape and buildings. The form of the notification and a list of the abutters to whom the notice was given and their addresses are attached to this Affidavit of Service. Sincerely, COASTAL ENGINEERING CO., INC. Carla A. Davis Enclosures: as stated cc: Mass. DEP/SERO – Wetlands Yarmouth Conservation Commission NHESP RJ Resorts Beach Resort Owner LLC Singer & Singer, LLC John A. Bologna, Project Manager NOTIFICATION TO ABUTTERS UNDER THE MASSACHUSETTS WETLANDS PROTECTION ACT & TOWN OF YARMOUTH WETLAND BY-LAW, CHAPTER 143 In accordance with the second paragraph of the Massachusetts General Laws Chapter 131, Section 40, you are hereby notified of the following: A. The name of the applicant is RJ Resorts Beach Resort Owner LLC_____________ B. The applicant has filed a Notice of Intent with the Yarmouth Conservation Commission, seeking permission to remove, fill, dredge or alter an Area Subject to Protection under the Wetlands Protection Act (MGL c. 131 s. 40 & Town of Yarmouth Wetland By-Law, Chapter 143). C. The address of the lot where the activity is proposed is _28 South Shore Drive, Yarmouth______ D. Proposed work is Proposed Landscape Improvements to include: Demolition of existing pool and walkways. Renovation and additions to the existing hardscape and buildings. E. Copies of the Notice of Intent may be examined at the Yarmouth Town Hall at the Conservation Commission office between the hours of 9:00 a.m. and 4:00 p.m. Monday thru Friday. For more information, call (508) 398-2231 ext. 1288. F. Copies of the Notice of Intent may be obtained from either the applicant or applicant’s representative. Applicant’s phone number __508-255-6511______________________________ Or Applicant’s representatives phone number _508-255-6511____________________________ G. Information regarding the date, time and place of the public hearing may be obtained by calling the Yarmouth Conservation Commission office at (508) 398-2231 ext. 1288 H. Person sending this notification (applicant, representative or other) Name _Coastal Engineering Co., Inc.__________________ Address _260 Cranberry Highway_______________________________________ Town _Orleans________________ State _MA______ Zip _02653________ Telephone _508-255-6511______________________________________ NOTES : • Notice of the public hearing, including date, time and place will be published at least five (5) days in advance in a newspaper of general circulation. • Notice of the public hearing, including date, time and place will be posted in the Town Hall not less than forty-eight hours in advance. • You may also contact the Southeast Regional Office of the Department of Environmental Protection at (508) 946-2800 for more information about this application. 19/ 16/ / / RED JACKET BEACH LTD PARTNER C/O JOSEPH SAMANTHA H 17 ACADIA PARK 3 SOMERVILLE , MA 02143 19/ 17/ / / GUALTIERI NANCY M 14 DANIEL DR BURLINGTON , MA 01803-2702 19/ 19/ / / RJ RESORTS BEACH RESORT OWNER LL 65 E 55TH ST 33RD FL NEW YORK , NY 10022 19/ 20.1/ / / RJ RESORTS BEACH RESORT OWNER LL 65 E 55TH ST 33 FL NEW YORK , NY 10022 19/ 59/ / / RED JACKET BEACH LTD PARTNER 20 NORTH MAIN ST SOUTH YARMOUTH , MA 02664-3150 19/ 60/ / / MARASHIO PETER J 2 BAMBERG DR WOBURN , MA 01801 19/ 61/ / / EVANS ANN L TRS WALKER JENNIFER E TRS PO BOX 296 DOVER , MA 02030 19/ 63/ / / RED JACKET BEACH LTD PARTNER C/O RYALLS PAMELA M TR 30 BAY FARM RD KINGSTON , MA 02364 19/ 62/ / / RED JACKET BEACH LTD PARTNER C/O RYALLS MATTHEW J TR 23 BAY FARM RD KINGSTON , MA 02364 19/ 7/ / / JOYCE ELIZABETH A TR JOYCE RLTY TRUST 135 ACADEMY AVE WEYMOUTH , MA 02188 19/ 25/ / / JOYCE ELIZABETH A 135 ACADEMY AVE WEYMOUTH , MA 02188 19/ 8/ / / KAROL DAWN 424 ADAMS ST STE 202 MILTON , MA 02186 19/ 9/ / / KAROL DAWN 424 ADAMS ST STE 202 MILTON , MA 02186 19/ 10/ / / KAROL DAWN 424 ADAMS ST STE 202 MILTON , MA 02186 19/ 11/ / / 47 SOUTH SHORE DR LLC 14 NATALIE RD CHELMSFORD , MA 01824 19/ 12/ / / MONTINI DOROTHY D 687 BUFFINTON ST SOMERSET , MA 02726-3201 19/ 13/ / / RJ RESORTS BEACH RESORT OWNER LL 65 E 55TH ST 33 FL NEW YORK , NY 10022 19/ 50/ / / JOYCE ELIZABETH TR JOYCE RLTY TRUST 135 ACADEMY AVE WEYMOUTH , MA 02188 19/ 58/ / / MCFARLAND BERNARD 99 OXBOW RD NEEDHAM , MA 02492 19/ 52/ / / SPIEWAK JOSEPH S SPIEWAK KAREN A 35 BARKENTINE CIR SOUTH YARMOUTH , MA 02664 19/ 53/ / / POMROY RICHARD W POMROY MARY LEE 7 BETHPAGE LN PLYMOUTH , MA 02360 19/ 48/ / / CARVELLO PASQUALE CARVELLO MARYELLEN 24 BARKENTINE CIR, SOUTH YARMOUTH , MA 02664 19/ 49/ / / MAZZA GINA L TRS GINA L MAZZA REV LIV TRST 57 AUSTIN ST CHICOPEE , MA 01013 19/ 51/ / / MUGAR DAVID G TRS DAVENPORT PALMER 20 N MAIN ST SOUTH YARMOUTH , MA 02664-3150 19/ 14/ / / TYMINSKI CHESTER (LIFE EST) C/O TYMINSKI CHESTER F (EST OF) 2 ARLINGTON ST APT 5 BOSTON , MA 02116 19/ 15/ / / LYONS RICHARD J TR RICHARD J LYONS REV TRUST 265 INDIES WAY APT 401 NAPLES , FL 34110 May 18, 2023 C17189.03 Natural Heritage & Endangered Species Program Via Certified Mail Division of Fisheries and Wildlife 1 Rabbit Hill Road Westborough, MA 01581 RE: NOTICE OF INTENT Proposed Site Improvements RJ Resorts Beach Resort Owner LLC 28 South Shore Drive Yarmouth, MA Map 19, Parcel 20.1 Dear Sir/Madam: Enclosed please find a copy of the Notice of Intent we have filed with the Yarmouth Conservation Commission for the above referenced project. The proposed project/limit of work is located in an area designated as an Estimated Habitat, therefore subject to the endangered species protection provisions of the Massachusetts Wetlands Protection Act Regulations (310 CMR 10.37, 10.58(4)(b), & 10.59) and your review. The proposed project/limit of work is also located in an area designated as a Priority Habitat, which is subject to a Massachusetts Endangered Species Act (MESA) review under 321 CMR 10.18. Enclosed please find a $300.00 check made payable to Commonwealth of MA - NHESP for the MESA filing fee. If you have any questions, or require any additional information, please give our office a call. Sincerely, COASTAL ENGINEERING CO., INC. Carla A. Davis Enclosures: as stated cc: MassDEP - SERO Wetlands NHESP Yarmouth Conservation Commission RJ Resorts Beach Resort Owner LLC Singer & Singer, LLC WATG Wilkinson Ecological Design John A. Bologna, Project Manager NHESP Site Photos NHESP Site Photos NHESP - 28 Shouth Shore Drive, Yarmouth NHESP Priority Habitats of Rare Species Property Tax Parcels (C) Copyright 2016, Trimble Navigation Limited, OpenStreetMap contributors 070° 13' 60.0000" W 070° 13' 60.0000" W 070° 12' 60.0000" W 070° 12' 60.0000" W 070° 11' 60.0000" W 070° 11' 60.0000" W041° 38' 60.0000" N041° 38' 60.0000" N041° 37' 60.0000" N041° 37' 60.0000" N041° 36' 60.0000" N041° 36' 60.0000" NSCALE 1:24000 0 1 Mile 0 1000 2000 Yards 0 1 2 Kilometers Declination MN 14.57° WGN 0.81° W  MN GN Map Name: DENNIS Print Date: 03/16/23 Scale: 1 inch = 2,000 ft. Map Center: 041° 38' 16.2177" N, 070° 13' 08.8899" W Horizontal Datum: NAD27 C17189.03/Red Jacket Resorts 28 South Shore Drive, Yarmouth Map 19, Parcel 20.1 G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 5/15/2023 1:03 AMCoastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLEDATENO.REVISIONBYCAPE COD, MASSACHUSETTS (NOT TO SCALE) NANTUCKET SOUND CAPE COD BAY ATLANTIC OCEANLOCUS RED JACKET BEACH RESORT & SPA 28 SOUTH SHORE DRIVE, SOUTH YARMOUTH, MA 02664 SITE IMPROVEMENT PLAN SET SHEET INDEX SHEET DESCRIPTION DATE G001 COVER SHEET 05-18-23 1 OF 4 EXISTING CONDITIONS PLAN 11-17-22 2 OF 4 EXISTING CONDITIONS PLAN 11-17-22 3 OF 4 EXISTING CONDITIONS PLAN 11-17-22 4 OF 4 EXISTING CONDITIONS PLAN 11-17-22 C-101 DEMOLITION AND EROSION CONTROL 05-18-23 C-102 LAYOUT AND MATERIALS 05-18-23 C-103 GRADING, DRAINAGE AND UTILITIES 05-18-23 C-501 SITE DETAILS 05-18-23 CONSERVATION COMMISION SET (NOT FOR CONSTRUCTION) BUZZARDS BAY SEAL LIST OF CONSULTANTS: SURVEYOR FELDMAN GEOSPATIAL 152 HAMPDEN ST BOSTON, MA 02119 CIVIL ENGINEER COASTAL ENGINEERING COMPANY 260 CRANBERRY HWY ORLEANS, MA 02653 BUILDING ARCHITECT WATG 286 MADISON AVE NEW YORK, NY 10017 LANDSCAPE ARCHITECT WATG 286 MADISON AVE NEW YORK, NY 10017 ECOLOGICAL DESIGNER WILKINSON ECOLOGICAL DESIGN 28 LOTS HOLLOW RD ORLEANS, MA 02653 RED JACKET BEACH RESORT & SPARED HOSPITALITY28 SOUTH SHORE DRIVEHARWICH, MAC17189.03COVER SHEETG001 1 5 N.T.S 05-18-2023 C17189.03-CIV.dwg DAV / WGM JAB NANTUCKET SOUND LOCUS SOUTH S H O R E D R. SOUTH YARMOUTHPAWKANNAWKUT DR.PARKERS RIVER ZZZ Z ZZ ZZZ ZZ Z ZZZ ZZZZ Z ZZ Z Z ZZZZ Z ZZZ Z ZZZZZ Z ZZZZZZZZ ZZZXXXXX X35' NO DISTURB ZONE (TOCB) 50' BUFFER ZONE (TOCB) 100' BUFFER ZONE (TOCB) 35' NO D ISTU R B ZONE (TOC B)50' BU FFER Z ONE ( TOCB ) 100' B U FFE R ZONE ( TOCB )100' BUF FER ZON E (R IVE RFRON T)200' BUF FER ZON E (R IVE RFRON T) 35' NO DIS T U R B Z O N E ( D U N E) 50' BUFFER ZONE ( D U N E ) PROPOSED STOCKPILE AREA PROPOSED STOCKPILE AREA ALL HARDSCAPES WITHIN SHADED AREA TO BE REMOVED AND DISPOSED OF OFF SITE IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS ALL EXISTING SEPTIC LEACHING FIELDS THAT ARE UNDER VEGETATION TO BE PROTECTED THROUGHOUT CONSTRUCTION. CONTRACTOR TO PLACE AN ORANGE VINYL FENCE AROUND ALL LEACH FIELDS. AL EXISTING CATCHBASINS TO BE PROTECTED THROUGHOUT CONSTRUCTION (TYP.) PROPOSED TRACK PAD (SEE DETAIL) PROPOSED TRACK PAD (SEE DETAIL) ALL EXISTING UTILITIES TO BE PROTECTED THROUGHOUT CONSTRUCTION PROPOSED 6' TALL CHAIN LINK GATE PROPOSED 6' TALL CHAIN LINK FENCE PROPOSED 6' TALL CHAIN LINK GATE PROPOSED 6' TALL CHAIN LINK FENCE PROPOSED 6' TALL CHAIN LINK FENCE CONTRACTOR TO KEEP ALL EQUIPMENT OFF OF SOUTH SHORE DRIVE FOR PEDESTRIAN ACCESS SHEET PILE WALL TO BE PROTECTED THROUGHOUT CONSTRUCTION WOODEN STEPS TO BE REMOVED XXXCoastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYPLAN EXISTING CONDITIONS BACKGROUND SHOWN ON THIS PLAN IS A DIRECT REPRESENTATION FROM AN EXISTING CONDITIONS SURVEY DONE BY FELDMAN GEOSPACIAL. SEE PLAN TITLED "EXISTING CONDITIONS PLAN" FOR 25, 28 & 39 SOUTH SHORE DRIVE (RED JACKET BEACH RESORT) BY FELDMAN GEOSPACIAL DATED NOVEMBER 17, 2022 REFERENCE:G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 5/15/2023 1:03 AM1 inch = 30 ft. 30 15 0 30 90 RED JACKET BEACH RESORT & SPARED HOSPITALITY28 SOUTH SHORE DRIVESOUTH YARMOUTH, MAC17189.03DEMOLITION AND EROSION CONTROLC-101 2 5 1" = 30' 05-18-2023 C17189.03-CIV.dwg DAV JABREFERENCE20' MIN.50' MIN. STABILIZED CONSTRUCTION ENTRANCE DETAIL 15' R INLET PROTECTION NOTES: 1. GRATE TO BE PLACED OVER FILTER FABRIC. 2. INSTALL SILT SACK IN PAVED LOCATION FILTER FABRIC CATCH BASIN FRAME AND GRATE CATCH BASIN CATCH BASIN INLET PROTECTION DETAIL NOTES: 1. THE LOCATION OF THE STABILIZED CONSTRUCTION ENTRANCE/EXIT TO BE SPECIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. SILT SACK IN PAVED LOCATION LEGEND SILT FENCE XCHAINLINK FENCE 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL AND PROTECTION OF DRAINAGE STRUCTURES UNTIL COMPLETION OF SITEWORK AND ESTABLISHMENT OF VEGETATIVE GROUND COVER. 2. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE DAY TO DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO REMOVE ANY LITTER OR DEBRIS. 3. PRIOR TO CONSTRUCTION, INSTALL PERIMETER SEDIMENT BARRIER IN LOCATION(S) SHOWN ON PLAN. SEDIMENT BARRIER TO BE DOUBLE-STAKED STRAW BALES WITH SILT FENCE OR 12"Ø STAKED COIR LOGS/SILT SOCK. 4. TEMPORARY SOIL MATERIAL STOCKPILES SHALL BE SURROUNDED WITH SILTATION BARRIER ON THE DOWNGRADIENT SIDE TO PREVENT DISCHARGE OF SEDIMENT FROM SITE. MATERIAL STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SHALL BE STABILIZED WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER MEASURES THAT ARE NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT FROM THE PROJECT SITE. 5. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 6. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE. 7. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 1. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. 2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. EROSION & SEDIMENTATION CONTROL NOTES: 1. AREA HIGHLIGHTED TO BE CLEARED AND GRUBBED. THE CONTRACTOR SHALL EMPLOY DUST CONTROL METHODS AND MATERIALS AT ALL TIMES USING SPRINKLED WATER OR OTHER APPROVED MEANS. DO NOT USE OIL OR SIMILAR PENETRANTS. CHEMICAL MATERIALS MAY NOT BE USED ON SUBGRADES OF AREAS TO BE SEEDED OR PLANTED. 2. INSTALL PERIMETER LIMIT OF WORK CONSTRUCTION FENCE AND SEDIMENTATION BARRIER AS INDICATED ON PLAN. PROTECT EXISTING DRAINAGE INLETS WITHIN AND ADJACENT TO CONSTRUCTION AREA. 3. INSTALL VEHICLE TRACK PAD AT ENTRANCE. 4. LOCATE AREAS OF MATERIALS STORAGE & STOCKPILE. SURROUND MATERIAL STOCKPILES WITH EROSION CONTROL BARRIER. 5. MAINTAIN EROSION CONTROL BARRIERS, VEHICLE TRACK PAD, AND INLET PROTECTION THROUGHOUT CONSTRUCTION. 6. ROUGH GRADE SITE. 7. INSTALL TEMPORARY CONSTRUCTION PERIOD RUNOFF MANAGEMENT SWALES. 8. GRADE PROPOSED PARKING BY COTTAGES. 9. INSTALL DRAINAGE SYSTEM, AND SITE UTILITIES. 10. INSTALL BITUMINOUS CONCRETE BINDER COURSE IN PARKING AREA. 11. INSTALL CURBING AND SIDEWALKS. 12. STABILIZE & VEGETATE DISTURBED AREA. CONSTRUCTION SEQUENCE - SITE WORK: SEPTIC FIELD FENCE CATCHBASIN PROTECTION VEHICLE TRACK PAD OVER EXISTING PAVEMENT 1" x 2' x 4' WOODEN STAKE 6' ON CENTER (MAX)2'4'FILTER FABRIC STAPLE FABRIC TO POST BURRY BOTTOM OF FILTER FABRIC IN 6" x 6" TRENCH 9" STRAW WATTLE SLOPE NOT TO SCALE WATTLE SILT BARRIER DETAIL NOT TO SCALE NOT TO SCALE CONSERVATION COMMISION SET (NOT FOR CONSTRUCTION) ZPROPOSED POOL SPA PROPOSED POOL PATIO PROPOSED POOL SIDE FUNCTION AREA 8' WIDEWALKWAYPROPOSED BAR PAVILION (ROOFED) (10.48) PROPOSED CENTENARY LIGHTS (TYP.) A.D.A. UNIT A.D.A. UNIT A.D.A. UNIT H.I. UNIT A.D.A. UNIT A.D.A. UNIT A.D.A. UNIT A.D.A. UNIT H.I. UNIT H.I. UNIT A.D.A. UNIT PROPOSED POOL ENTRYWAY PROPOSED 5' WALKWAY PROPOSED GLASS FENCE PROPOSED STAIRS TO BEACH WITH RINSE STATION 35' NO DISTURB ZONE (TOCB) 50' BUFFER ZONE (TOCB) 100' BUFFER ZONE (TOCB) 35' NO DI STUR B ZONE ( TOCB ) 50' BUF FER ZO N E (T OCB ) 100 ' BU FFER Z O NE ( TOCB )100' BUF F ER ZON E (R IVE R FRON T)200' B UFF ER ZONE (R IVER FRONT ) 35' NO DIS T U R B Z O N E ( D U N E ) 50' BUFFER ZONE (DUN E ) PROPOSED LAWN 13' 11.5' PROPOSED WALKWAYS TO BE CONSTRUCTED OUT OF BRICKS DRY LAID IN SAND PROPOSED POOL SPA PROPOSED FIRE PLACE PROPOSED BAR PAVILION (TRELLIS) (10.48) PROPOSED 4' WIDE STRIPED WALKWAY 5' WIDE WALKWAY3.3'3.0'16'29' 3 4 ' PROPOSED DETECTABLE WARNING PAD (TYP.) EXISTING FIREPLACE TO REMAIN WALKWAY AND SEATING AREA TO BE RECONSTRUCTED USING BRICKS DRY LAID IN SAND PROPOSED WALKWAYS TO TIE INTO EXISTING PROPOSED LAWN MITIGATION (2,500 S.F.) SEE PLAN TITLED " RESTORATION PLAN" BY WILKINSON ECOLOGICAL DESIGN, DATED 05-08-23 FOR FULL RESTORATION/PLANTING AREAS AND PLANT LIST PROPOSED DUNE RESTORATION (2,765 S.F.) SEE PLAN TITLED " RESTORATION PLAN" BY WILKINSON ECOLOGICAL DESIGN, DATED 05-08-23 FOR FULL RESTORATION/PLANTING AREAS AND PLANT LIST ONE SECTION OF FENCE TO BE REMOVED FOR LAWN WALKWAY ACCESS PROPOSED LAWN WALKWAY (TYP.)Coastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYPLAN EXISTING CONDITIONS BACKGROUND SHOWN ON THIS PLAN IS A DIRECT REPRESENTATION FROM AN EXISTING CONDITIONS SURVEY DONE BY FELDMAN GEOSPACIAL. SEE PLAN TITLED "EXISTING CONDITIONS PLAN" FOR 25, 28 & 39 SOUTH SHORE DRIVE (RED JACKET BEACH RESORT) BY FELDMAN GEOSPACIAL DATED NOVEMBER 17, 2022 REFERENCE:G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 5/15/2023 1:03 AM1 inch = 30 ft. 30 15 0 30 90 RED JACKET BEACH RESORT & SPARED HOSPITALITY28 SOUTH SHORE DRIVESOUTH YARMOUTH, MAC17189.03LAYOUT AND MATERIALSC-102 3 5 1" = 30' 05-18-2023 C17189.03-CIV.dwg DAV JABREFERENCE0' - 50' COVERAGE TABLE SUBJECT EXISTING PROPOSED CHANGE BUILDINGS 11,140±S.F.11,140±S.F.0±S.F. HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)11,920±S.F.10,784±S.F.-1,136±S.F. TOTAL COVERAGE WITHIN 0' -50' BUFFER 23,060±S.F.21,924±S.F.-1,136±S.F. 50' - 100' COVERAGE TABLE SUBJECT EXISTING PROPOSED CHANGE BUILDINGS 18,039±S.F.18,039±S.F.0±S.F. HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)17,332±S.F.21,031±S.F.3,699±S.F. TOTAL COVERAGE WITHIN 50' -100' BUFFER 35,371±S.F.39,070±S.F.3,699±S.F. PARKING TABLE USE REQUIRED MIN. REQUIRED EXISTING PROPOSED MOTEL / HOTEL 1.1 SPACE PER UNIT 176 SPACES (160 UNITS)176 SPACES 176 SPACES ACCESSIBLE STALLS PER 151-200 STALLS 6 ADA STALLS MIN.6 SPACES 5 SPACES 5 SPACES ZONING TABLE - HMOD2 SUBJECT: ASSESSORS MAP 19 PARCEL 20.1 REQUIRED EXISTING PROPOSED LOT AREA 20,000 S.F.391,695± S.F.(TOTAL) 272,837± S.F.(BUILDABLE)NO CHANGE FRONTAGE 125 FT.1,209± FT.NO CHANGE FRONT SETBACK 30 FT.0± FT. (SHED)NO CHANGE SIDE SETBACK 25 FT.0± FT. (SHED)NO CHANGE REAR SETBACK 20 FT.11.5± FT.NO CHANGE BUILDING COVERAGE 25% (68,209 S.F.)23.7% (64,641± S.F.)NO CHANGE* SITE COVERAGE 70% (190,985.9 S.F.)64.8% (176,913.± S.F.)66.1% (180,239± S.F.) BUILDING HEIGHT 35 FT.SEE ARCH NO CHANGE 0' - 100' COVERAGE TABLE SUBJECT EXISTING PROPOSED CHANGE BUILDINGS 17,523±S.F.17,523±S.F.0±S.F. HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)6,176±S.F.6,685±S.F.509±S.F. TOTAL COVERAGE WITHIN 50' -100' BUFFER 23,699±S.F.24,208±S.F.509±S.F. 100' - 200' COVERAGE TABLE SUBJECT EXISTING PROPOSED CHANGE BUILDINGS 13,754±S.F.13,754±S.F.0±S.F. HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)19,742±S.F.20,633±S.F.891±S.F. TOTAL COVERAGE WITHIN 50' -100' BUFFER 33,496±S.F.34,387±S.F.891±S.F.COASTAL WETLANDSRIVER FRONT0 - 100 FT BUFFER NET INCREASE OF 509± S.F. 100 - 200 FT BUFFER NET INCREASE OF 891± S.F. 0 - 200 FT BUFFER NET INCREASE OF 1,400± S.F. MITIGATION CALCULATION 0 - 200 FT BUFFER MITIGATION (2:1) 1,400± S.F. x 2 = 2,800± S.F. REQUIRED 0 - 50 FT BUFFER NET DECREASE OF 1,136± S.F. 50 - 100 FT BUFFER NET INCREASE OF 3,699± S.F. 0 - 100 FT BUFFER NET INCREASE OF 2,563± S.F. MITIGATION CALCULATION 0 - 50 FT BUFFER MITIGATION (2:1) 0± S.F. x 2 = 0± S.F. REQUIRED * ADDITIONAL 1460 S.F. OF ROOFED BAR PAVILION AREA NOT INCLUDED IN CALCULATIONS, THE AREA IS NOT HABITABLE AND OPEN TO THE NATURAL ELEMENTS. BAR PAVILION ROOFED AREA IS INCLUDED IN SITE COVERAGE. CONSERVATION COMMISION SET (NOT FOR CONSTRUCTION) MITIGATION PROVIDED 2,500 S.F. OF LAWN REMOVAL PROVIDED 2,765 S.F. OF DUNE RESTORATION PROVIDED 5,265± S.F. OF TOTAL MITIGATION PROVIDED 5,265± S.F. > 2,800 S.F. (3.76 : 1 RATIO) SEE PLAN TITLED " RESTORATION PLAN" BY WILKINSON ECOLOGICAL DESIGN, DATED 05-08-23 FOR PLANTING MITIGATION AREAS AND PLANT LIST AREA OF DISTURBANCE PROPOSED AREA OF DISTURBANCE ON SITE IS 42,355 S.F. OR 0.97 ACRE AREA CALCULATION INCLUDES ALL HARDSCAPE RENOVATIONS, DUNE RESTORATION, LAWN MITIGATION, AND LAWN PATH (BY THE COTTAGES). ZPROPOSED POOL SPA 35' NO DISTURB ZONE (TOCB) 50' BUFFER ZONE (TOCB) 100' BUFFER ZONE (TOCB)35' NO DISTURB ZONE (TOCB)50' BUFFER ZONE (TOCB)100' BUFFER ZONE (TOCB)100' BUFFER ZONE (RIVERFRONT)200' BUFFER ZONE (RIVERFRONT)13' 11.5' DOH DOH PROPOSED ROOF DRAIN COLLECTOR PIPE 8" HDPE N-12 (TYP.) D PROPOSED TRENCH DRAIN RIM EL. = 10.25 (SEE ARCH PLANS FOR TRENCH DRAIN DETAILS) EXISTING DOWNSPOUT CONNECTIONS TO BE CONNETCED TO 4" SCH 40 PVC PIPE THAT CONNECTS TO COLLECTOR PIPE (TYP.) PROPOSED SUBSURFACE LEACHING RECHARGE BASIN (38' X 14.75' X 3.71') CONSISTS OF 15 R280 CULTEC UNITS8" HDPE N-12PROPOSED ROOF DRAIN COLLECTOR PIPE 8" HDPE N-12 (TYP.) ALL EXISTING SEWAGE DISPOSAL SYSTEMS TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION (TYP.) ALL EXISTING DRAINAGE BASINS TO BE PROTECTED THROUGHOUT CONSTRUCTION. (SEE EXISTING CATCHBASIN NOTE)10.90 10.90 10.90 10.90 10.90 10.90 10.54 10.60 10.55 10.3910.55 10.40 10.40 10.35 10.4410.44 10.4410.44 10.34 11.00 10.32 ALL EXISTING DRAINAGE BASINS TO BE PROTECTED THROUGHOUT CONSTRUCTION. (SEE EXISTING CATCHBASIN NOTE) 10.78 9.30 9.60 9.30 9.40 10.00 9.35 TS 9.48 TC 6.50 BC 6.00 TC 6.50 BC 6.00 BS 9.40 TS = 11.8 BS 6.0 10.70 10.73 10.52 10.52 10.52 10.52 10.52 10.52 10.78 WALKWAYS NOT TO BE GRADED AT A 1.5% CROSS SLOPE 9.65 10.40 9.50 TO TIE INTO EXISTING GRADE 9.30 6.30 6.08 6.15 WALKWAYS NOT TO BE GRADED AT A 1.5% CROSS SLOPE (TYP.) 1% 2% 29' 3 4 ' INVERT = 8.10 INVERT = 7.78 DDDD PROPOSED SUBSURFACE LEACHING RECHARGE BASIN (45' x 14.75' x 3.71') CONSISTS OF 18 R280 CULTEC UNITS PROPOSED SUBSURFACE LEACHING RECHARGE BASIN (52' x 10.33' x 3.71') CONSISTS OF 14 R280 CULTEC UNITS PROPOSED OVERFLOW STRUCTURE RIM = F.G. INV OUT =7.75 PROPOSED OVERFLOW STRUCTURE RIM = F.G. INV OUT =7.75 PROPOSED OVERFLOW STRUCTURE RIM = F.G. INV OUT =7.75 PROPOSED 4' DIA. DRAIN MANHOLE WITH 4' SUMP PROPOSED ROOF DRAIN COLLECTOR PIPE 8" HDPE N-12 (TYP.) TP TP MGA-3 MGA-2 PROPOSED BAR PAVILION (ROOFED) (10.48) PROPOSED BAR PAVILION (TRELLIS) (10.48)Coastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYPLAN EXISTING CONDITIONS BACKGROUND SHOWN ON THIS PLAN IS A DIRECT REPRESENTATION FROM AN EXISTING CONDITIONS SURVEY DONE BY FELDMAN GEOSPACIAL. SEE PLAN TITLED "EXISTING CONDITIONS PLAN" FOR 25, 28 & 39 SOUTH SHORE DRIVE (RED JACKET BEACH RESORT) BY FELDMAN GEOSPACIAL DATED NOVEMBER 17, 2022 REFERENCE:G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 5/15/2023 1:03 AM1 inch = 20 ft. 20 10 0 20 60 RED JACKET BEACH RESORT & SPARED HOSPITALITY28 SOUTH SHORE DRIVESOUTH YARMOUTH, MAC17189.03GRADING, DRIANAGE, AND UTILITIESC-103 4 5 1" = 30' 05-18-2023 C17189.03-CIV.dwg DAV JABREFERENCEDATE OF TESTS: APRIL 27 TO APRIL 28, 2023 TEST BY : ROBERT DROWN, ENGINEER EXCAVATOR : MATT KELLY BOREHOLE LOG BORING MGA-2 EL. = 9.5± DEPTH FROM SURFACE SOIL HORIZON DESCRIPTION OTHER 0' - 1'TOP SOIL ORGANIC FILL FINE TO MED. SAND, TRACES OF SILT AND ROOTS 1' - 7'FILL FILL FINE TO MED. SAND, TRACES OF SILT 7' - 12.5'C SAND FINE TO MED. SAND, TRACES OF SILT GROUNDWATER ENCOUNTERED @ EL. = 2.2± (7.3' BELOW SURFACE) NO ADDITIONAL FLOW TO THE EXISTING SEPTIC SYSTEM IS PROPOSED. THE EXISTING SEPTIC SYSTEM IS TO REMAIN ONLINE AND BE PROTECTED THROUGHOUT CONSTRUCTION. CONSTRUCTION VEHICLES ARE PROHIBITED FROM DRIVING OVER THE EXISTING SEWAGE DISPOSAL SYSTEM LOCATED WITHIN LAWN SEWAGE DISPOSAL SYSTEM NOTE: CONSERVATION COMMISION SET (NOT FOR CONSTRUCTION) AT THE END OF CONSTRUCTION CONTRACTOR IS TO REMOVE AND CLEAN ALL DEBRIS FROM EXISTING CATCHBASINS. DEBRIS FROM CATCHBASINS ARE TO BE REMOVED AND DISPOSED OFF IN ACCORDANCE TO STATE AND LOCAL REGULATIONS. ONCE CATCHBASINS AREA CLEAN AND FREE OF DEBRIS, CONTRACTOR IS TO NOTIFY DESIGN ENGINEER FOR AN INSPECTION. ANY DEFECTIVE STRUCTURES ARE TO BE REPLACED IN KIND AT THE DISCRETION OF ENGINEER. EXISTING CATCHBASIN NOTE: ALL ROOF DRAINS TO BE 4" SCH 40 PVC PIPE. ALL ROOF DRAIN PIPES TO BE CONNECTED TO 8" HDPE N-12 PIPES ROOF DRAIN NOTE: SEE SHEET C-501 FOR SOIL REMOVAL NOTE CONTRACTOR TO NOTIFY ENGINEER 48 WORKING HOURS PRIOR TO EXCAVATION. ENGINEER IS TO CONFIRM THAT THE STRUCTURE IS PLACED IN PERVIOUS NON ORGANIC MATERIAL DRAINAGE NOTE: BORING MGA-3 EL. = 9.5± DEPTH FROM SURFACE SOIL HORIZON DESCRIPTION OTHER 0' - 1'TOP SOIL ORGANIC FILL FINE TO MED. SAND, TRACES OF SILT AND ROOTS 1' - 5'FILL FILL FINE TO MED. SAND, TRACES OF SILT 5' - 10'C SAND FINE TO MED. SAND, TRACES OF SILT 10' - 11'C2 PEAT FIBROUS PEAT MIXED WITH SAND GROUNDWATER ENCOUNTERED @ EL. = 2.5± (7' BELOW SURFACE) SEE GEOTECHINCAL REPORT BY MGA TITLED "GEOTECHNICAL ENGINEERING REPORT" DATED 05-11-2023 FOR ADDITIONAL LOGS AND INFORMATION G G G G G G FUTURE SEWAGE CONNECTION NOTE: PROVIDE A FUTURE SEWER CONNECTION TO SOUTH SHORE DRIVE WITHIN THREE YEARS. DESIGN FOR CONNECTION WILL BE SUBMITTED ONCE PUBLIC SEWER IS INSTALLED, AND CONNECTION POINT DATA IS AVAILABLE. Coastal Engineering Co., Inc. © 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BY G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 5/15/2023 1:03 AM RED JACKET BEACH RESORT & SPA RED HOSPITALITY 28 SOUTH SHORE DRIVE SOUTH YARMOUTH, MA C17189.03SITE DETAILSC-5015 51" = 30'05-18-2023C17189.03-CIV.dwgDAVJABNOT TO SCALEDOWN SPOUT BOOT DETAILEXISTING DOWNSPOUTFINISH GRADEFLOW TO 10" SHC 40 PVC ROOFDRAIN COLLECTOR PIPE4" SHC 40 PVC ROOF DRAIN PIPE6"UTILITY TRENCHNOT TO SCALEBEDDING MATERIALSSEWER34" CRUSHED STONE(PER M2.01.0)WATERSAND BORROW, TYPE B(PER M1.04.0)DRAINGRAVEL BORROW, TYPE D(PER M1.03.0)COMMON FILL- COMPACT TO 95%MAX. DRY DENSITY UNDERPAVEMENT & 90% MAX. DRYDENSITY ELSEWHERECLEAN SAND FILL PLACED& TAMPED BY HANDUNDISTURBED SUB GRADEBEDDING VARIES BYUTILITY (SEE TABLE)FINISH GRADEDEPTH AT TOWNAND CODEREQUIREMENTS12"12" TYP.12" TYP.12 PIPE DIA HAUNCHING AREASCH 40 PVC PIPESEPTIC/SEWER ANDELECTRICAL CONDUITLOAM AND SEEDAS SPECIFIEDBITUMINOUS CONCRETE PAVEMENT(SEE DETAIL)LIMIT OF EXCAVATIONBOOT WITH CLEANOUT TO BEINSTALLED AND CONNECTED TOA 4" SCH 40 PVC ROOF DRAIN PIPECOORDINATE WITH LANDSCAPEARCHITECT FOR BOOT TYPECONSERVATION COMMISION SET(NOT FOR CONSTRUCTION)CONCRETE CURBJOINT BETWEEN TILES SEALANTCOLOR TO MATCH TILE COLORTACTILE WARNING TILE.(FULL WIDTH OF LEVEL LANDING)2' - 0"0.5'LENGTHS VARYTACTILE WARNING TILE.(FULL WIDTH OF LEVEL LANDING)JOINT BETWEEN TILES. SEALANTCOLOR TO MATCH TILE COLORFLANGES EMBEDDED INTOBITUMINOUS CONCRETEBITUMINOUS CONCRETE PAVEMENTTACTILE WARNING TILESNOT TO SCALECOORDINATE WITH OWNER FORTACTILE TILE COLOR.COLOR MUST CONTRASTCONCRETE COLORSMALL RIBLARGE RIBCULTEC - 280HD CHAMBER UNIT96.0"84.0"INSTALL LENGTH26.5"47.0"CULTEC RECHARGER 280HD UNITNOT TO SCALEOBSERVATIONPORT12" DIA. HD CAST IRONFRAME AND COVERFIELD PLACES CLASS"C" CONCRETE12" SCH 40 PVC COLLAR6" GAP BETWEEN CLEANOUTCAP AND COVER6" SCH 40 PVC ENDCAP CLEAN-OUTADAPTER W/ SCREW-IN CAP6" SCH 40 PVC RISER6" SCH 40 PVC COUPLINGTRIM CHMABER INSPECTIONPORT KNOCK-OUT TO MATCH O.D.OF 6" INSPECTION PORT PIPE6" SCH 40 PVC (INSERTED INTO CHAMBER)INSPECTION PORTNOT TO SCALEVARIES SEE PLANNATURALLY COMPACTED FILL1-2 INCH DOUBLE WASHED, CRUSHEDSTONE SURROUNDING CHAMBERSNON-WOVEN GEOTEXTILE, CULTEC NO. 410, US FABRICSUS 90P, MIRAFI 140NL, OR ENGINEER APPROVED EQUALAROUND STONE. TOP AND SIDES MANDATORY.OVERFLOW PORT(SEE DETAIL)WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLDFEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOURPROTECTION) ACCEPTABLE FABRICS INCLUDE: CULTEC NO. 4800, MIRAFIFW700, CONTECH C70/06INLET/OUTLET PIPEPIPE TO BE INSERTED 12.0"MIN. INTO CHAMBERSIDE VIEW OF 280HD CULTEC UNITNOT TO SCALE6" MIN6" MIN10" MINEND VIEW OF CULTEC UNITNOT TO SCALERECHARGER 280 HEAVYDUTY CHAMBER12" MAX COVERDEPTHCULTEC HVLV FC-24 FEEDCONNECTOR WHERE SPECIFIED1-2 INCH DOUBLE WASHED, CRUSHEDSTONE SURROUNDING CHAMBERSNATURALLY COMPACTED FILLFINISH GRADENON-WOVEN GEOTEXTILE, CULTEC NO. 410, US FABRICS US90P, MIRAFI 140NL, OR ENGINEER APPROVED EQUALAROUND STONE. TOP AND SIDES MANDATORY.6" MIN6" MIN6" MINCULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACEDBENEATH INTERNAL MANIFOLD FEATURE AND BENEATHALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)47.0"52.0"C.C.12.0"6.0"26.5"RECHARGER 280HD HEAVYDUTY CHAMBER4' PRECAST CONCRETE MANHOLE (DMH)4' - 0" I.D.FLEXIBLE BUTYLRUBBER SEALANT (TYP.)5" MIN6" MIN2' SUMPCOMPACTED SUBGRADEBASE WITH 6" LAYER OFCRUSHED STONE ON TOPKNOCKOUT'S TO BE MORTAREDWITH HYDRAULIC CEMENT(TYP.)4' - 11" O.D.24" MIN1' - 0"FLAT TOPCONCRETE COLLAR SET INMORTAR MAY BE USED FORGRADE ADJUSTMENTS8" HDPE ADS N-12 OUTFLOW PIPETO CULTEC S = .5% MIN.NOT TO SCALEBASE(HEIGHTVARIES)AS NEEDEDRISER24" CAST IRON FRAME AND COVER (H-20)8" HIGH FRAME 6" BELOW FINISH GRADE(TO BE SET IN FULL BED OF MORTAR)8" HDPE ADS N-12PIPES = .5% MIN.SEE UTILITY TRENCHDETAIL FOR BEDDINGOVERFLOW STRUCTURENOT TO SCALENYLOPLAST BRONZE GRATE &INTEGRATED DUCTILE IRONFRAME TO MATCH BASIN O.D.THE BACKFILL MATERIAL SHALL BE CRUSHEDSTONE OR OTHER GRANULAR MATERIALMEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINEDIN ASTM D2321.BEDDING & BACKFILL FOR SURFACEDRAINAGE INLETS SHALL BE PLACED &COMPACTED UNIFORMLY IN ACCORDANCEWITH ASTM D2321.4" ADS N-12 PIPENYLOPLAST INLINEDRAIN ADAPTOR8" ADS N-12 PIPECOLLECTOR PIPEOVERFLOWNOT TO SCALE6" ADS N-12OVERFLOW PIPE8" ADS N-12 COLLECTOR PIPETO OVERFLOW STRUCTURETRIM CHMABER INSPECTIONPORT KNOCK-OUT TO MATCH O.D.OF 6" INSPECTION PORT PIPE6" ADS N-12OVERFLOW PIPE8" ADS N-12 COLLECTOR PIPETO OVERFLOW STRUCTURESIDE VIEWSECTIONBOT. STONE EL = 4.5BOT. CULTEC EL = 5.0TOP. OF SYSTEM = 7.71GROUND WATER EL = 2.5MAINTAIN 2'SEPARATIONSEE PLAN SHEET C-103 FORLEACHING FIELD SIZE ANDUNIT COUNT1. THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE DRAINAGE SYSTEM AREDESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENTOF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC SHALL COMPLY WITH A MINIMUM STANDARD OFA.A.S.H.T.O. H-20 WHEEL LOADS.2. PRIOR TO SETTING ANY DRAINAGE SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS,INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. THE3. NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER. ALLREQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION.4. THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USEOF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN.5. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TOEXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION.6. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS INORDER TO LOCATE THEM ONCE BURIED.IF APPLICABLE:7. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANICMATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANYMATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWINGGRADATION REQUIREMENTS:SIEVESIZEPERCENTPASSING# 4# 50# 100# 2000%-5%0%-20%10%-100%100%SOIL REMOVAL NOTE:REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OFLEACHING FIELD DOWN TO "C" HORIZON AND REPLACE WITHSAND FILL IN ACCORDANCE WITH NOTE #10.NOTES: 42"HB42"HB42"HB42"HB60"72"18"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"6'-6"6'-6"15"W15"W 6'-6"3'-4"3'-6"4'-10"1'-10"4'-10"1'-10"6'-6"3'-2"3'-6"6'-6"6'-6"6'-8"6'-8"6'-6"6'-6"6'-6"6'-6"3'-2"3'-6"3'-4"3'-6"4'-10"1'-10"4'-10"1'-10"4'-10"1'-10"4'-10"1'-10"DN(4R)2'-6"UP(14R)8'-6"UP(14R)8'-6"DN(4R)2'-6"38"38"38"38"38"38"58"TV60"TV80"80"10"W 15"W A/C 16"H@0'-1"A/C16"H@0'-1"UP(14R)8'-6"DN(4R)2'-6"UP(14R)8'-6"DN(4R)2'-6"38"38"38"38"38"38"-0'-7"-0'-7"34"34"SKYLIGHT-0'-7"RM 3054B2B80"80"34"34"36"32"32"-0'-7"RM 3074B2BW.H.W.H. RM 309 3B2B RM 310 3B2B 74"74"15" 15" 36" 32" 36" RM 311 3B1B RM 312 3B1B OCF1 176 OCF2 175 OCF2 174 OCF2 173 OCF2 172 OCF2 171 OCF2 170 OCFFM 169 SUTF 155 TRAD2 157 TRAD2 159 TRAD2 161 TRAD2 163 POOL2 164 POOL2 162 POOL2 160 POOL2 158 POOL2 156 POOL2 154 POOL2 153 POOL2 152 TRADFM 151 TRAD2 150 TRAD2 149 TRAD2 148 ALCO 147 RVR2 101 RVR2 102 RVR2 103 RVR2 104 RVR2 105 TRAD2 106 TRAD2 108 TRAD2 110 TRAD2 112 POOL2 114 POOL1 116 POOL2 118 POOL1 120 POOL2 122 POOL2 124 POOL2 126 POOL2 128 POOL2 130 POOL2 132 POOL1 134 POOL2 136 OCF2 138 OCF2 139 OCF2 140 OCF2 141 OCF2 142 OCF2 143 OCF2 144 OCF2 145 OCF1 146 RVRFM 137 RFRFM 135 RVR2 133 RVRFM 131 RVR2 129 RVR2 127 RVR2 125 RVR2 123 RVR2 121 RVR2 119 RVR 117 RVRFM 115 RVR2 111 RVR2 109 RVR2 107 OCF2 168 OCF2 167 OCF2 166 OCF2 165 SHWRSHWR SHWR TUB TUB TUB TUB TUB M OVERALL HARDSCAPE PLAN L3-101Zsheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.1 S SHORE DR, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 4/24/2023 5:11:29 PM05/17/23224010 LKW / JHC 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT AM L3-201 L3-202 L3-203 N.A.P.42"HB42"HB42"HB42"HB60"72"18"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"6'-6"6'-6"15"W15"W 6'-6"3'-4"3'-6"4'-10"1'-10"4'-10"1'-10"6'-6"3'-2"3'-6"6'-6"6'-6"6'-8"6'-8"6'-6"6'-6"6'-6"6'-6"3'-2"3'-6"3'-4"3'-6"4'-10"1'-10"4'-10"1'-10"4'-10"1'-10"4'-10"1'-10"DN(4R)2'-6"UP(14R)8'-6"UP(14R)8'-6"DN(4R)2'-6"38"38"38"38"38"38"58"TV60"TV80"80"10"W 15"W A/C 16"H@0'-1"A/C16"H@0'-1"UP(14R)8'-6"DN(4R)2'-6"UP(14R)8'-6"DN(4R)2'-6"38"38"38"38"38"38"-0'-7"-0'-7"34"34"SKYLIGHT-0'-7"RM 3054B2B80"80"34"34"36"32"32"-0'-7"RM 3074B2BW.H.W.H. RM 309 3B2B RM 310 3B2B 74"74"15" 15" 36" 32" 36" RM 311 3B1B RM 312 3B1B OCF1 176 OCF2 175 OCF2 174 OCF2 173 OCF2 172 OCF2 171 OCF2 170 OCFFM 169 SUTF 155 TRAD2 157 TRAD2 159 TRAD2 161 TRAD2 163 POOL2 164 POOL2 162 POOL2 160 POOL2 158 POOL2 156 POOL2 154 POOL2 153 POOL2 152 TRADFM 151 TRAD2 150 TRAD2 149 TRAD2 148 ALCO 147 RVR2 101 RVR2 102 RVR2 103 RVR2 104 RVR2 105 TRAD2 106 TRAD2 108 TRAD2 110 TRAD2 112 POOL2 114 POOL1 116 POOL2 118 POOL1 120 POOL2 122 POOL2 124 POOL2 126 POOL2 128 POOL2 130 POOL2 132 POOL1 134 POOL2 136 OCF2 138 OCF2 139 OCF2 140 OCF2 141 OCF2 142 OCF2 143 OCF2 144 OCF2 145 OCF1 146 RVRFM 137 RFRFM 135 RVR2 133 RVRFM 131 RVR2 129 RVR2 127 RVR2 125 RVR2 123 RVR2 121 RVR2 119 RVR 117 RVRFM 115 RVR2 111 RVR2 109 RVR2 107 OCF2 168 OCF2 167 OCF2 166 OCF2 165 SHWRSHWR SHWR TUB TUB TUB TUB TUB M OVERALL HARDSCAPE PLAN L3-101Zsheet title sheet no. component project no. checked by: drawn by: date strategy planning architecture landscape interiors client | consultant stamp | approval issues | revisions no.date issue watg.com The original size of this drawing is 24"x36"key plan project logo Copyright © 2016 WATG. All rights reserved.1 S SHORE DR, SOUTH YARMOUTH, MA 02664 RED JACKET BEACH RESORT & SPA 4/24/2023 5:11:29 PM05/17/23224010 LKW / JHC 01/24/2023 CONCEPT DESIGN 02/24/2023 50% SCHEMATIC DESIGN / SITE PLAN REVIEW 03/31/2023 100% SCHEMATIC DESIGN 04/14/2023 DESIGN REVIEW AUTHORITY - DRAFT 05/17/2023 100% DESIGN DEVELOPMENT AM L3-201 L3-202 L3-203 N.A.P. 42"HB42"HB42"HB42"HB60"72" -0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3"OCF1176OCF2175OCF2174OCF2173OCF2172OCF2171OCF2170OCFFM169SUTF155TRAD2157TRAD2159TRAD2161TRAD2163POOL2164POOL2162POOL2160POOL2158POOL2156POOL2154POOL2153POOL2152TRADFM151TRAD2150TRAD2149TRAD2148ALCO147RVR2101RVR2102RVR2103RVR2104RVR2105TRAD2106TRAD2108TRAD2110TRAD2112POOL2114POOL1116POOL2118POOL1120POOL2122POOL2124POOL2126POOL2128POOL2130POOL2132POOL1134POOL2136OCF2138OCF2139OCF2140OCF2141OCF2142OCF2143OCF2144OCF2145OCF1146RVRFM137RFRFM135RVR2133RVRFM131RVR2129RVR2127RVR2125RVR2123RVR2121RVR2119RVR117RVRFM115RVR2111RVR2109RVR2107OCF2168OCF2167OCF2166OCF2165SHWRSHWRSHWRTUBTUBTUBTUBTUBsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.date issuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.1 S SHORE DR,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023 CONCEPT DESIGN02/24/2023 50% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023 100% SCHEMATIC DESIGN04/14/2023 DESIGN REVIEW AUTHORITY -DRAFT05/17/2023 100% DESIGN DEVELOPMENTMOVERALL HARDSCAPEPLANL3-201ZAM DESCRIPTIONKEYSF-1UMBRELLAS W/ IN-GROUNDSLEEVESDESCRIPTIONKEYWF-1MAIN POOLPOOL SCHEDULEWATER FEATURE ANDWF-2SPA AT MAIN POOLHAND RAIL & ADA LIFT CHAIRPRECAST CONCRETE COPINGWATERLINE TILESSTEP TRIMDEPTH MARKER WATERLINETILESPRECAST CONCRETE COPINGWATERLINE TILESSTEP TRIMDEPTH MARKER WATERLINETILESDESCRIPTIONKEYCE-1CONSTRUCTION ELEMENTWF-3STAINLESS STEEL, MARINE-GRADEADA APPROVED OUTDOOR SHOWER(MAIN POOL)CE-2CE-3CE-4HAND RAIL & ADA LIFT CHAIRDESCRIPTIONKEYP-1CONCRETE PAVERS W/ DOUBLEROW PAVER BANDING(POOL DECK)DESCRIPTIONKEYDESCRIPTIONKEYP-2W-1F-1F-25' H GLASS W/ ALUMINUMSTANCHIONSPOOL ENCLOSURE FENCECLAY BRICK PAVERS(MAIN RESORT WALKWAYS)CMU BUILD UP PILASTER W/ BRICKCLADDING (POOL FENCE CORNERS)5' HIGH ALUMINUM POOLENCLOSURE FENCEDESCRIPTIONKEYS-1P-3CLAY BRICK PAVERS(PAVILION/STRUCTURE)G-25' MIN. HT. x 3' W.GLASS AND TUBULAR STEELSINGLE GLASS POOL GATES-2S-3POOL ENTRY ARBORS4S WOOD STRUCTURES-4FIRE RING/TABLE W/ IPE WOODCOVERS-5CATENARY LIGHTING SYSTEM(FESTOON LIGHTING)S4S WOOD HANGING LIGHT POST5' MIN. HT. x 8' W.GLASS & TUBULAR STEELDOUBLE GLASS POOL GATEG-1R-13' HT. TUBULAR STEELHANDRAIL AT MAIN TRELLISR-23' HT. TUBULAR STEELHANDRAIL AT BEACH ACCESS STAIRSFOOTNOTES:1. RUNNING BOND / ASHLER PATTERN PER PLAN.DESCRIPTIONKEYPS-1PAVING STAIR SCHEDULECLAY BRICK PAVERS(PAVILION/STRUCTURE STEPS)WOOD STAIRS BEACH ACCESS(OVER EXISTING SEAWALL)PS-2CMU BUILD UP W/ BRICK CLADDINGFIREPLACEPAVILION-L (DOUBLE CABANA)FAMILY POOL CABANASITE ELEMENT SCHEDULEWALL SCHEDULEFENCE/GATE/RAIL SCHEDULE1EXISTING RAISED PLANTER TO REMAINEXISTING STAMPED ASPHALT TO REMAINNEW CONCRETE CURB BY CIVILEXISTING WALL TO REMAINEXISTING WALKWAY TO REMAINPAVILION STEPS BY ARCHITECTSITE FURNITURE/FF&E BY INTERIORSEXISTING PARKING TO REMAINPAVILION BY ARCHITECTSLOT DRAIN BY CIVILTOWEL & WATER KIOSK BY INTERIORSRAISED DECK & STEPS AT PATIOS TO REMAINEXISTING FENCE TO REMAINEXISTING WOOD FENCE AND DECK TO REMAIN35' COASTAL BUFFER ZONE50' COASTAL BUFFER ZONE100' COASTAL BUFFER ZONEPOOL EQUIPMENT BY POOL ENGINEERNATIVE GRASS LAWN PER TOWN'S CODEPOWER PEDESTAL BY ELECTRICALGROUNDBOX BY ELECTRICALRESTORATION & MITIGATION BY ECOLOGY TEAMEXISTING UTILITYSTORMWATER BIOFILTRATION SYSTEM BY CIVILEXISTING FIRE HYDRANTADA POOL LIFT BY POOL ENGINEERSTORMWATER DETENTION VAULT BY CIVILKEYNOTES23456789101112131415161718192021222324252627P-1W-1SF-1PS-1PS-2W-1F-1S-1S-2S-3S-4S-5WF-1WF-2WF-3P-2P-3R-1R-2G-1G-1G-2 2" min. for shrub 1" min. for turf LEGENDBrick field laid flat in basketweave pattern.3/8" wide joints.Sand setting bed.Compacted gravel sub base.90% compacted subgrade.Finish grade.Brick band laid flat in header pattern.Miter corners of band.1.2.3.4.5.6.7.8.NOTESRefer to Paving Schedule for materialtype, finish, color, jointing, thickness andreinforcing.Refer to the Soil Engineer's report foradditional paving information and/orrequirements.A.B.SECTIONPLAN VIEW87126712345LEGENDBrick field laid flat in running bond pattern.3/8" wide joints.Sand setting bed.Compacted gravel sub slab.90% compacted subgrade.Finish grade.Brick band laid flat in header pattern.Miter corners of band.1.2.3.4.5.6.7.8.NOTESRefer to Paving Schedule for materialtype, finish, color, jointing, thickness andreinforcing.Refer to the Soil Engineer's report foradditional paving information and/orrequirements.A.B.SECTIONPLAN VIEW871212" min. for shrub 1" min. for turf 7643252"112"LEGEND1. Pool coping.2. Water line tile.3. Water level.4. Concrete bond beam - per PoolContractor.5. Plaster finish.6. Rebar - per Pool Contractor.7. 4" sand blasted depth marker, centeredin coping. Font per Owner.8. Adjacent paving.NOTESA. Refer to Construction Schedule for type,color and finish.B. Refer to Construction Plan for poolequipment location.C. Suction drain to be anti-vortex.D. Pool Contractor to provide shop drawingsto Landscape Architect and Owner forreview prior to construction. Shop drawingsshould detail and engineer the following:- Remote pump and circulation system.- Supply line and drain line routing andsizing.- Hydraulic system and reservoir needs.E. All dimensions are from face of tile, unlessnoted otherwise.SECTIONELEVATION3'-6"PLAN VIEW11 2"7181235461235SECTION1'-4"1/2"6"LEGEND1. Adjacent brick paving.2. Isolation joint.3. Brick step.4. Mortar bed.5. #4 rebar at 18" o.c.e.w.6. #3 nosebar, typical.NOTESA. Refer to Construction Plan for all types,color, finish, and manufacturerapplications.PLAN VIEW123451366PLAN VIEWELEVATIONLEGEND1. Pilaster cap - rowlock brick pattern.2. Pilaster - CMU build-up with brickveneer in running bond pattern.3. Pilaster base - rowlock brick pattern.4. Pilaster base - soldier course pattern.5. Outline of pilaster below.6. Adjacent fence.7. Finish grade.NOTESA. Refer to Construction Schedule fortype, color, and finishes.3 4"3 4" 2'-112"116623475HARDSCAPE DETAILSL3-401C2 / CFsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.date issuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.1 S SHORE DR,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023 CONCEPT DESIGN02/24/2023 50% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023 100% SCHEMATIC DESIGN04/14/2023 DESIGN REVIEW AUTHORITY -DRAFT05/17/2023 100% DESIGN DEVELOPMENT 42"HB42"HB42"HB42"HB60"72" 18"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"-0'-3"RAMP UP0'-3" 6'-6" 6'-6" 15 " W 15 " W 6' - 6 " 3' - 4 " 3' - 6 " 4'-10"1'-10" 4' - 1 0 " 1' - 1 0 " 6'-6" 3' - 2 " 3' - 6 " 6'-6" 6' - 6 " 6' - 8 " 6' - 8 " 6'-6"6'-6" 6' - 6 " 6' - 6 " 3' - 2 " 3' - 6 " 3' - 4 " 3' - 6 " 4'-10"1'-10" 4' - 1 0 " 1' - 1 0 " 4'-10"1'-10" 4'-10"1'-10" D N ( 4 R ) 2' - 6 " U P ( 1 4 R ) 8' - 6 " U P ( 1 4 R ) 8' - 6 " D N ( 4 R ) 2' - 6 " 38 " 3 8 " 3 8 " 3 8 " 3 8 " 3 8 " 58"TV60"TV 80" 80" 10 " W 15 " W A / C 1 6 " H @ 0 ' - 1 " A/ C 16 " H @ 0 '- 1 " U P ( 1 4 R ) 8' - 6 " D N ( 4 R ) 2' - 6 " U P ( 1 4 R ) 8' - 6 " D N ( 4 R ) 2' - 6 " 38 " 3 8 " 3 8 " 38 " 38 " 3 8 " - 0 '- 7 " - 0 ' - 7 " 34 " 34 " S K Y L I G H T - 0 ' - 7 " R M 3 0 5 4 B 2 B 80"80"34"34"36"32"32"-0'-7"RM 3074B2BW.H.W.H .RM 3093B2BRM 3103B2B74" 74"15"15"36"32"36"RM 3113B1BRM 3123B1BOCF1176OCF2175OCF2174OCF2173OCF2172OCF2171OCF2170OCFFM169SUTF155TRAD2157TRAD2159TRAD2161TRAD2163POOL2164POOL2162POOL2160POOL2158POOL2156POOL2154POOL2153POOL2152TRADFM151TRAD2150TRAD2149TRAD2148ALCO147RVR2101RVR2102RVR2103RVR2104RVR2105TRAD2106TRAD2108TRAD2110TRAD2112POOL2114POOL1116POOL2118POOL1120POOL2122POOL2124POOL2126POOL2128POOL2130POOL2132POOL1134POOL2136OCF2138OCF2139OCF2140OCF2141OCF2142OCF2143OCF2144OCF2145OCF1146RVRFM137RFRFM135RVR2133RVRFM131RVR2129RVR2127RVR2125RVR2123RVR2121RVR2119RVR117RVRFM115RVR2111RVR2109RVR2107OCF2168OCF2167OCF2166OCF2165SHWRSHWRSHWRTUBTUBTUBTUBTUBMOVERALL PLANTINGPLANL5-101Zsheet titlesheet no.componentproject no.checked by:drawn by:datestrategy planning architecture landscape interiorsclient | consultantstamp | approvalissues | revisionsno.date issuewatg.comThe original size of this drawing is 24"x36"key planproject logoCopyright © 2016 WATG. All rights reserved.1 S SHORE DR,SOUTH YARMOUTH,MA 02664RED JACKET BEACHRESORT & SPA4/24/2023 5:11:29 PM 05/17/23224010LKW / JHC01/24/2023 CONCEPT DESIGN02/24/2023 50% SCHEMATIC DESIGN /SITE PLAN REVIEW03/31/2023 100% SCHEMATIC DESIGN04/14/2023 DESIGN REVIEW AUTHORITY -DRAFT05/17/2023 100% DESIGN DEVELOPMENTAML5-201L5-202L5-203N.A.P.BOTANICAL NAMESYMBOLSHRUB SCHEDULE:COMMON NAMEGROUNDCOVER SCHEDULE:BOTANICAL NAMESYMBOLCOMMON NAMELimonium carolinianum 'Nashii'Carolina Sea LavenderAquilegia canadensisCanadian ColumbineEurybia spectabilis 'Aster' Purple Wood AsterMimulus ringensAllegheny Monkey FlowerPycnanthemum virginianumMountain MintLiatris scariosaBlazingstarAsclepias tuberosaButterly MilkweedLupinus perennisSundialEupatorium perfoliatumBonesetSpartina patensSweet GoldenrodSolidago odoraSaltmeadow CordgrassSchizachyrium scopariumLittle BluestemPanicum virgatumSwitch GrassCarex pensylvanicaPennsylvania SedgeAronia melanocarpaBlack ChokeberryClethra alnifolia 'Hummingbird'SummersweetComptonia peregrinaSweetfernDeschampsia flexuosaCrinkled Hair GrassIlex glabraInkberryIlex verticillataWinterberryLeymus mollisAmerican Dune grassRhus aromaticaFragrant sumacRosa carolinaCarolina roseSolidago sempervirensSeaside GoldenrodCarex pensylvanica (or similar tolow maintenance native grasses)Pennsylvania SedgeMitigation ZoneMitigation Areas by Wilkinson Ecological Design.Refer to the Restoration Plan for more Details.Anmophila breuiligulataAmerican BeachgrassViburnum acerifoliumMaple-Leaf ViburnumArctostaphylos uva-ursiBearberryCeanothus americanusNew Jersey teaAnemone canadensisCanada anemoneEXISTING PLANTING TO REMAIN.EXISTING TREE TO REMAIN.MITIGATION PLANTING BY OTHERS.PROPOSED NATIVE GRASSES/VEGETATION.KEYNOTESKEYCOMMON NAMEBOTANICAL NAMEAcer rubrum 'October Glory'October GloryAce RubCornus floridaFlowering DogwoodCor FloIlex opacaAmerican HollyIle OpaMagnolia virginianaSweet Bay MagnoliaMag VirPicea glaucaWhite sprucePic GalQuercus albaWhite OakQue AlbJuniperus virginianaEastern Red CedarJun Vir ZZ 2,500 SF OF DUNE RESTORATION PLANT WITH AMERICAN BEACHGRASS AND SEASIDE GOLDENROD @ 18" ON CENTER TO INCREASE NATIVE VEGETATION DENSITY 2,500 SF LAWN CONVERSATION TO NATIVE VEGETATION AS MITIGATION. 220 SF OF EXISTING LANDSCAPE BEDS TO ALSO BE CONVERTED TO NATIVE VEGETATION 265 SF AREA OF DUNE RESTORATION ADD APPROXIMATELY 10 CUBIC YARDS OF COMPATIBLE SEDIMENT ON ERODED PORTION OF BERM WITHIN THE COASTAL DUNE AND PLANT WITH AMERICAN BEACHGRASS AND SEASIDE GOLDENROD @ 18" ON CENTER TO VEGETATE AND STABILIZE SEDIMENT 7 Carolina Rose 25 Sweetfern 3 Carolina Rose REMOVE ONE STATE-LISTED INVASIVE GRAY WILLOW SAPLING (Salix cinerea) THAT IS SPROUTING FROM THE EXISTING BULKHEAD USING A CUT AND WIPE TECHNIQUE WITH AN HERBICIDE APPROVED FOR USE IN WETLANDS REMOVE ONE STATE-LISTED INVASIVE GRAY WILLOW SAPLING (Salix cinerea) THAT IS SPROUTING FROM THE EXISTING BULKHEAD USING A CUT AND WIPE TECHNIQUE WITH AN HERBICIDE APPROVED FOR USE IN WETLANDS 12 Carolina Rose EXISTING LANDSCAPE BED EXISTING LAWN PRO P O S E D POOL SPA PRO P O S E D POO L P A T I O PRO P O S E D P O O L SIDE F U N C T I O N A R E A8' WIDEWALKWAYPRO P O S E D CENT E N A R Y L I G H T S (TYP. ) A.D.A . UNIT A.D.A . UNIT H.I. UNIT A.D.A . UNIT A.D.A . UNIT A.D.A . UNIT A.D.A . UNIT H.I. UNIT H.I. UNIT PRO P O S E D P O O L ENTR Y W A Y PRO P O S E D 5' WA L K W A Y PRO P O S E D GLAS S F E N C E PRO P O S E D S T A I R S T O B E A C H WITH R I N S E S T A T I O N 35' N O D I S T U R B Z O N E ( T O C B ) 50' B U F F E R Z O N E ( T O C B ) 100' B U F F E R Z O N E ( T O C B )200' BUFFER ZONE (RIVERFRONT)PRO P O S E D L A W N PRO P O S E D W A L K W A Y S T O B E CON S T R U C T E D O U T O F BRIC K S D R Y L A I D I N S A N D PRO P O S E D POO L SPA PRO P O S E D FIRE P L A C E 5' WID E W A L K W A Y 10.40 PRO P O S E D WAL K W A Y S T O T I E INTO E X I S T I N G PRO P O S E D B A R PAVI L I O N (ROO F E D ) (10.4 8 ) PRO P O S E D B A R PAVI L I O N (TRE L L I S ) (10.4 8 ) EXIS T I N G F I R E P L A C E T O R E M A I N WAL K W A Y A N D S E A T I N G A R E A T O BE R E C O N S T R U C T E D U S I N G BRIC K S D R Y L A I D I N S A N D FOR PERMITTING PURPOSES ONLY THIS DRAWING IS NOT INTENDED FOR CONSTRUCTION REV DATE DESCRIPTION DRAWN BY:CHECKED BY: DATE:SCALE: ARCHITECT &LANDSCAPE ARCHITECT: SURVEY PROVIDED BY: THIS DRAWING AND ALL IDEAS EMBODIED THEREIN IS PROPRIETARY INFORMATION OF WILKINSON ECOLOGICAL DESIGN, INC. (WED) AND SHALL NOT BE COPIED, REPRODUCED, OR DISCLOSED IN CONNECTION WITH ANY WORK OTHER THAN THE PROJECT FOR WHICH IT HAS BEEN PREPARED, IN WHOLE OR PART, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM WED. © 2023 WILKINSON ECOLOGICAL DESIGN, INC. LEGEND: ABBREVIATIONS: &AND @ AT Ø DIAMETER #POUND or NUMBER ACEC AREA OF CRITICAL ENVIRONMENTAL CONCERN APPROX APPROXIMATE AURA ADJACENT UPLAND RESOURCE AREA BLDG BUILDING BOB BOTTOM OF BANK BVW BORDERING VEGETATED WETLAND (IF APPLICABLE) CY CUBIC YARD DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION EA EACH EL ELEVATION EX EXISTING LOW LIMIT OF WORK LSCSF LAND SUBJECT TO COASTAL STORM FLOWAGE MHW MEAN HIGH WATER MLW MEAN LOW WATER NHESP NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM NOI NOTICE OF INTENT NTS NOT TO SCALE OC ON CENTER OOC ORDER OF CONDITIONS PROP PROPOSED REV REVISION SC SPECIAL CONDITION SF SQUARE FEET TOB TOP OF BANK UON UNLESS OTHERWISE NOTED VEG VEGETATION VZ VELOCITY ZONE WED WILKINSON ECOLOGICAL DESIGN, INC NOTES: k:\clients\south shore dr_25-28-39_yar\consult\plans\restoplan\20230425_resto_s shore dr_25-28-39_yar.dwg2-May-23 1 OF 1 IPJS 1" = 30'5/8/2023 RED HOSPITALITY 28 SOUTH SHORE DRIVE SOUTH YARMOUTH, MA RESTORATION PLAN COASTAL ENGINEERING COMPANY 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 WATG 700 BISHOP STREET, SUITE 800 HONOLULU, HI, 96813 (808) 521-8888 2,500 SF OF EXISTING LAWN TO BE REMOVED, SEEDED WITH CAPE COD MEADOW MIX, AND THE FOLLOWING NATIVE SHRUBS, FORBS, AND GRASSES TO BE PLANTED. AN ADDITIONAL 220 SF OF EXISTING LANDSCAPE BEDS WILL BE CONVERTED TO NATIVE VEGETATION ADJACENT TO LAWN REMOVAL AREAS. 47 NATIVE SHRUBS TO BE PLANTED count common name scientific name size 22 Carolina Rose Rosa carolina #1 25 Sweetfern Comptonia peregrina #3 600 NATIVE FORBS AND GRASSES TO BE PLANTED count common name scientific name size 50 Anise Hyssop Agastache foeniculum #1/plug 40 Black Eyed Susan Rudbeckia fulgida #1/plug 50 Eastern Showy Aster Eurybia spectabilis #1/plug 30 Litte Joe-Pye Weed Eupatorium dubium #1/plug 150 Little Bluestem Schizachyrium scoparium #1/plug 30 New England Aster Aster novae-angliae #1/plug 50 Prairie Dropseed Sporobolus heterolepis #1/plug 50 Purple Coneflower Echinacea purpurea #1/plug 50 Swamp Milkweed Asclepis incarnata #1/plug 30 Switch Grass Panicum virgatum #1/plug 70 Tall White Beardtongue Penstemon digitalis #1/plug CAPE COD MEADOW MIX TO BE SEEDED common name scientific name Broom Sedge Andropogon virginicus Creeping Red Fescue Festuca rubra Crinkle Hair Grass Deschampsia flexuosa Fox Sedge Carex vulpinoidea Little Bluestem Schizachyrium scoparium Purple Lovegrass Eragrostis spectabilis Upland Bentgrass Agrostis perennans 2,765 SF OF DUNE RESTORATION. APPROXIMATELY 10 CUBIC YARDS OF COMPATIBLE SEDIMENT WILL BE ADDED WITHIN THE ERODED PORTION OF DUNE AS SHOW ON THE RESTORATION PLAN. THE SPECIES LISTED BELOW WILL BE PLANTED AT 18" ON CENTER DENSITIES WITHIN THE RESTORATION AREAS. THE PROPOSED ACTIONS WILL TAKE PLACE OUTSIDE OF ANY TIME OF YEAR RESTRICTIONS REQUIRED BY THE NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM (NHESP). count common name scientific name size 1,180 American Beachgrass Ammophila breviligulata plug/culm 50 Seaside Goldenrod Solidago sempervirens plug 1. APPROXIMATELY THREE GROWING SEASONS WILL BE REQUIRED TO CONTROL AND/OR ERADICATE INVASIVE PLANT SPECIES. AFTER THREE GROWING SEASONS, MONITORING AND MINIMAL MAINTENANCE WILL BE ONGOING. 2. HERBICIDES ARE TO BE APPLIED BY LICENSED INDIVIDUALS ONLY. 3. A TEMPORARY, AUTOMATED ABOVE-GROUND IRRIGATION SYSTEM WILL BE REQUIRED FOR THE FIRST TWO/THREE GROWING SEASONS WHILE NEW PLANTS ARE ESTABLISHING WITHIN THE LAWN CONVERSION AREA. ONCE PLANTS ARE ESTABLISHED IRRIGATION WILL BE REMOVED. 4. ALL RESTORATION PLANTINGS WILL INCORPORATE EXISTING NATIVE SPECIES UNLESS OTHERWISE SPECIFIED IN THE APPROVED DOCUMENTS. 5. ALL RESTORATION PLANTINGS WILL INCORPORATE EXISTING NATIVE SPECIES UNLESS OTHERWISE SPECIFIED IN THE APPROVED DOCUMENTS. 6. ANY DISCREPANCIES BETWEEN THE PLANTING SPECIFICATION AND THE PLAN, THE PLAN SHALL TAKE PRECEDENCE. 7.HAND-WEEDING AND SELECTIVE HERBICIDE TREATMENTS WILL BE REQUESTED AS AN ONGOING CONDITION TO STOP REINTRODUCTION OF INVASIVE AND AGGRESSIVE PLANT SPECIES INTO THE PROJECT AREA. 8. ALL EXPOSED SOILS WILL BE SEEDED WITH NATIVE CAPE COD MEADOW MIX UNLESS OTHERWISE SPECIFIED 00 30'60' N Scale: 1"= 30' RESTORATION PLAN 1