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Home My WebLink About102924 NOI JASON STONE 183 BAYSHORE RDWRS Engineering LLC 467 OCEAN ST HYANNIS, MA 02601 508-776-0956 royokurowski@gmail.com SEPTEMBER 30TH, 2024 By Hand Delivery Edwin Hoopes Conservation Agent Barnstable Conservation (508)-862-4093 Re: PROPOSED COASTAL DREDGING STONE, JASON TRUST 183 BAY SHORE RD HYANNIS, MA 02601 Map 325 Parcel 180 On behalf of our client, STONE, JASON TRUST we are submitting 4 original and 7 additional copies of a proposed package for your review, including a Notice of Intent application filing package and administrative checklist. Please schedule this for the OCTOBER 29TH 2024 public hearing. If you have any questions or require additional information, please give our office a call. Thank you. Sincerely, WRS Engineering LLC Roy E. Okurowski P.E. 1 d Proposed replacement of boat lift with ramp and float and dredging. NOTICE OF INTENT FILING LING Filing Date: 090724 Filing Date: 3/23/23 Filing Date: 3/23/23 183 Bay shore Rd. Hyannis, MA Prepared by: WRS Engineering LLC 33 Prince Road Yarmouth, MA Prepared by: WRS Engineering 33 Prince Road Yarmouth, MA Prepared by: WRS Engineering Jason Stone Cutter 183 Bay Shore Rd. 2 Table of Contents 1. eDEP online filing application including original owner signature (not included) 2. Town of Yarmouth Administrative Checklist for NOI (not included) 3. Existing and Proposed Conditions narrative 4. Construction Sequence narrative (equipment, staging locations, etc.) 5. Alternatives Analysis narrative including mitigation proposed 7. Performance standard narrative (310 CMR 10.00 and Town of Yarmouth Wetland Bylaw Chapter 143 9. Additional information (research, deeds, tax assessors card, maps) 10. Existing License and Plan 11. Shellfish Survey (on plan) 12. Other town forms (not included) 13. Certified mail receipts (not included) 14. Copies of checks (not included) 15. 3 originals 16. Certified abutters list and Notice to Abutters (not included) 183 Bay Shore Rd. 3 Property Description The property is located on the Northwest Corner of Lewis Bay in Hyannis, MA; a tidal bay on Nantucket sound. The project site is approximately 1 mile North of Nantucket Sound. The property is located on the Southern shore of a peninsula facing South and subject to Southeast winds. The subject pier and boat lift is subject to ferry wakes and a large 2’ to 3’ chop in any winds out of the south or Southeast. The site has an existing single family dwelling with a number of Chapter 91 Licenses that are all in good standing. Recent storm events and general infill of sediment from the west have decreased the permitted grade under the permitted boat lift which restricts the owner from using his vessel 2 hours each side of low tide. Resource areas in the dredge footprint consist of shellfish area (closed) and land under ocean. It appears that the boat lift was constructed as it was shown in the most recent OOC issued by the Barnstable Conservation Commission. The site consists of an existing single family dwelling that was recently purchased in 2016 by the current owner. Based on the latest MORIS maps, the scope of this project is located within NHESP jurisdiction for estimated or rare wildlife (see below). 183 Bay Shore Rd. 4 Project Description Project Description This Notice of Intent filing proposes the removal of approximately 1’ of material as shown on the project plans. This would require the waiver from conservation to to Include approximately 1’ of dredging of material to that has accumulated above the original permitted bottom elevations. In addition the boat lift has stops to prevent it from going lower than the required depth above the existing bottom. Please see alternatives analysis for the reasoning for the request. The deeper depth will improve both the use of the marine facility and will not adversely effect the marine habitat. This would be an improvement from a resource area impact as its in deeper water. The equipment anticipated for the project will be a small barge with a crane and a container to put the dredge spoils in. The barge will be used at high tide as to not ground out at low tides. The material will be dredged with a small excavator on a barge and the material estimated at under 75 c.y. will be loaded into containers and disposed of offsite at an approved facility. The use of the structure was an existing permitted use and will not impact any recreational use of the waterway as its sided on both sides by existing structures. There is no change of use or impact to navigation proposed in this project. Resource Area Determination The project site is located on Lewis, a tidal bay North from Nantucket Sound. Mean High Water and Mean Low Water elevations were obtained from survey utilizing an rtk gps and refencing the conversions from NAVD88 in the project area. Please note that previous licenses reference MLW as the project datum while this filing references NAVD88 vertical datum (conversion provided in plans). Historic depths have been converted to NAVD88 and are shown on the project plans in green. 183 Bay Shore Rd. 5 Performance Standards The project proposes the removal of approximately 75 c.y. of sandy material to be mechanically removed and brought off site in containers. The areas directly affected by the amended project containing shellfish, and land under ocean. The project as proposed will not have any adverse effects to the surrounding resource areas which include the areas listed above.310 CMR 10, sections 10.21 through 10.37 The construction is located in the footprint of the existing project and an area slightly to the south of the permitted structures. Therefore, the project as proposed can be permitted under 310 CMR 10.30 (6) through (8). Land Containing shellfish – The dredging footprint is located within land containing shellfish. The disturbance to the area consists of removing the cross beams in the boat lift. There will also be 1’ of dredging of the area as shown on the project plans. The lift will remain at the permitted required height above the bottom at low tide. The disturbance to the area from the construction effort is expected to be minimal and will not adversely affect any shellfish as they will be removed and replaced after dredging occurs. The project will not change what is relative to the bottom substrate, and therefore have no significant impact to the following interests: alterations of water circulation, alterations in the distribution of sediment grain size, alterations from natural drainage from adjacent land, or changes in water quality. This includes but is not limited to, fluctuations in level of salinity, dissolved oxygen, nutrients, temperature and turbidity, or the addition of pollutants. Therefore, the project as proposed will not have any significant adverse impacts to the coastal beach can be permitted under 310 CMR 10.34 (4) through (7). Alternatives Analysis for dock The proposed work consists of dredging 1’ of material from the existing area to allow for better vessel navigation at all tides. The project as proposed occupies only a small area of the resource areas where the boat lift and vessel transit at MLW, the following analysis is offered to describe the available options for this project. OPTION 1: Do Nothing – If nothing is constructed the water dependent use of the property is not realistic as the boat lift is not usable by the owner an average day due to the reduced depth at low water times of the day. This was verified by the contractor and the owner who took measurements over time to adjust the lift to meet regulations as posted on the sign on the dock. OPTION 2: Lower the operating height of the boat lift. WRS Engineering evaluated the boat lift and also solicited the advice of a long time contractor Larry Dimerse former owner of Cape Cod Docks to evaluate the boat lift and adjustments that could be made to the lift. Although it is possible to lower the working height of the lift by approximately 9” the props would be below the authorized height as shown in the existing permit. This does not an accepted or satisfactory solution as turbidity and prop dredging would occur at low tides. Therefore, this is not the preferred option. OPTION 3: The simple solution is to remove material by dredging needed to ensure the required water depth required is established. This will solve the situation and actually improve the effect on the resource areas as the boat won’t be operating in almost no water on any given day. As part of the project, we feel that it is appropriate to mitigate the work by contributing to the propagation of shellfish seed. We will be happy to contribute the amount suggested by shellfish or waterways. 183 Bay Shore Rd. 6 CONSTRUCTION PROTOCOL Water based Construction Protocol The proposed work shall be performed with the minimum amount of equipment required to obtain the project objectives. The staging area for materials will be from a working barge. All equipment shall be stored on the barge or away from the resource areas when not in use. When the equipment is in use or not being utilized the barge shall not come in contact the adjacent marsh at any time and shall not be allowed to bottom out. Land Containing Shellfish Protocol The proposed work shall be performed in the following manner. The shellfish will be removed and stored until after dredging and replaced in the same location. The barge will not be allowed to ground out at any time minimizing any impacts. A spill kit will be on the barge with trained personnel at all times of operation. Pre-Construction Meeting Prior to construction, a pre-construction meeting shall be held on-site with the Contractor, Property Owner, Conservation Commission and/or agent, and the Project Manager (WRS Engineering LLC). The purpose of the meeting is to clearly delineate the limits of work and access, as well as the barge use area. The Contractor will describe the proposed means and methods for performing the work within the requirements of the plans, order of conditions and construction protocol. The Contractor will comply with mitigation measures as established by the Conservation Commission. To be discussed at this meeting: u Existing conditions, necessary precautions to be taken by the Contractor; u Means and methods for construction; u Necessary post-construction reparations and conditions; u WRS Engineering’s responsibilities for inspection and project coordination During Construction, the site shall be accessible for inspection during reasonable hours by all parties, members of the conservation commission and their agents, and the Project Manager. Post-construction meeting Upon completion of construction, but prior to equipment being removed from the site, a post-construction meeting shall be held on-site with the Contractor, Property Owner, Conservation Commission and/or agent, and the Project Manager (WRS Engineering). The purpose of this meeting is to determine that the project has been satisfactorily completed in accordance with all permits, and that no additional work or mitigation is required by the Contractor. Restoration of project area 183 Bay Shore Rd. 7 Upon completion of construction a post dredge survey will be conducted to ensure the project was dredged as designed and matches pre-construction conditions outside the permitted footprint to the satisfaction of the property owner and conservation agent. events. Since the proposed project property is located relatively far to the mouth of the river, the existing sed along with vegetation changes. 183 Bay Shore Rd. 8 support system that extends from existing coastal bank to the float as shown on the project plans. The BOAT LIFT IN SHALLOW WATER 183 Bay Shore Rd. 9 areas directly affected by the project are PIER CONSTRUCTED AS SHOWN salt marsh, c 183 Bay Shore Rd. 10 are EXTREEM LOW TIDE PHOTO salt 183 Bay Shore Rd. 11 rea containing shellfish, and land under ocean. The project as proposed will not have any advers PHOTO SHOWING SAND OVERTOPPING JETTY AND MOVING EAST salt e effects to the surrounding resource areas which include the areas listed above.310 CMR 10, sections 10.21 through 10.37. The work proposed in this area consists of removing and driving some piles to support the dock. The area consists of the coastal beach, land containing shellfish, land under ocean, and salt marsh. The construction is located in the footprint of the existing dock. Therefore, the project as proposed can be permitted under 310 CMR 10.30 (6) through (8). Salt Marsh – Both t shown on the project plans. A minimum number of proposed 3 pilings will be driven around the salt marsh. The new height of the dock is the required minimum over the marsh, with 3/4 deck board spacing as to not prohibit sunlight from reaching the marsh. Therefore, the project as proposed can be permitted under 310 CMR 10.32 (5). Land Containing shellfish – A portion of the dock is within land containing shellfish. The disturbance to the area consists of removing and constructing wood pilings to support the float. The float will not be less than the required height above the bottom at low tide. The disturbance to the area from the construction effort is expected to be minimal and will not adversely affect any shellfish. The project will not change what is relative to the bottom substrate, and therefore have no significant impact to the following interests: alterations of water circulation, alterations in the distribution of sediment grain size, alterations from natural drainage from adjacent land, or changes in water quality. This includes but is not limited to, fluctuations in level of salinity, dissolved oxygen, nutrients, temperature and turbidity, or the addition of pollutants. Therefore, the project as proposed will not have any significant adverse impacts to the coastal beach can be permitted under 310 CMR 10.34 (4) through (7). Alternatives Analysis for dock The proposed work consists of re-constructing of the dock and float. The project as proposed occupies only a small area of the resource areas where the piles are driven and the float is loc following analysis is offered to describe the available options for this project. Massachusetts Department of Environmental Protection eDEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: Transaction ID: Document: Size of File: Status of Transaction: Date and Time Created: Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to “Download a Copy” from the Current Submittals page. 1794431 10/7/2024:9:29:25 AM 272.35K WRSPERMITTING WPA Form 3 - NOI Submitted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Thank you for using DEP's online reporting system. You can select "My eDEP" to see a list of your transactions. DEP Transaction ID: 1794431 Date and Time Submitted: 10/6/2024 8:02:20 PM Other Email : Form Name: WPA Form 3 - NOI Project Location City/Town Name: BARNSTABLE location: 183 BAY SHORE RD General Description: DREDGING Applicant Information Name: JASON STONE Company: JASON STONE TRUST Address: 183 BAY SHORE RD, HYANNIS, MA, 02601 Payment Information Your fee for the state share is $: 712.50 If you have paid by credit card or ACH, thank you for your payment. If you are paying by check or money order, please send your check (payable to the Commonwealth of Massachusetts) to MassDEP, Box 4062, Boston, MA 02211 Additional Forms Submitted WPA Form 3 - NOI (Fee Transmittal)(ONLINE ONLY) Ancillary Document Uploaded/Mailed 183 BAY SHORE RD-Layout1 183 BAY SHORE RD-SHELLFISH SURVEY 183 bay shore. Project narratives 27131 ABUT NOTIF BAYSHORE AbutterList Dredge plan 083024 LOCUS NHESP U.S. Postal Service deed shellfish report My eDEP Forms Attach Files Signature Payment Receipt 10/6/24, 8:04 PM eDEP - MassDEP's OnlineFiling System https://edep.dep.mass.gov/eDEP/Pages/PrintReceipt.aspx 1/2 MassDEP Home | Contact | Privacy Policy M a s s D E P 's O n l i n e F i l i n g S y s t e m v e r.1 7 .1 0 .0 .0 .© 2 0 2 4 M a s s D E P 10/6/24, 8:04 PM eDEP - MassDEP's OnlineFiling System https://edep.dep.mass.gov/eDEP/Pages/PrintReceipt.aspx 2/2 1,200.00 Conservation Notice of Intent (NOI) Abutter Map for Subject Parcel This map is for illustration purposes only. It is not adequate for legal boundary determination or regulatory interpretation. This map does not represent an on-the-ground survey. It may be generalized, may not reflect current conditions, and may contain cartographic errors or omissions. Legend Property owners within 100 feet of the perimeter of the subject parcel upon which work is proposed. Parcel lines shown on this map are only graphic representations of Assessor’s tax parcels. They are not true property boundaries and do not represent accurate relationships to physical objects on the map such as building locations. 50 Town of Barnstable GIS Unit 100 9/17/2024 gis@town.barnstable.ma.us Printed on: 0 ft.100 Subject Parcel Abutters 100 ft. Buffer ft. 1 inch = approx. Parcels Town Boundary Railroad Tracks Buildings Approx. Building Buildings Painted Lines Parking Lots Paved Unpaved Driveways Paved Unpaved Roads Paved Road Unpaved Road Bridge Paved Median Streams Marsh Water Bodies Conservation Notice of Intent (NOI) Abutter List for Subject Parcel Property owners within 100 feet of the perimeter of the subject parcel upon which work is proposed. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 325090 PERKINS, ELAINE TR ELAINE PERKINS R E TRUST 14 NELBERTH TERR HYANNIS 02601MA 325091 PELLETIER, ANTHONY F TR ANTHONY F PELLETIER 1994 TRUST 18 NELBERTH TERRACE HYANNIS 02601MA 325092 TAGLIENTE, STEVEN A TR STEVEN A TAGLIENTE TR 40 WESTMINSTER STREET SUITE 400 PROVIDENCE 02903RI 325094 SIMMONDS, JOHN M & HEATHER E TRS & BLANK, PATRICIA & MICHAEL TRS C/O BLANK, PATRICIA 8 PARMENTER ROAD FRAMINGHAM 01701MA 325095 SIMMONDS, JOHN M TR & HEATHER E TR JOHN M & HEATHER E SIMMONDS REVOC TRUSTS 160 HARBOR BLUFFS ROAD HYANNIS 02601MA 325096 COTE, STEPHEN & ANGELA H TRS LIV TRUST AGRMT STEPHEN & ANGELA COTE 175 BAY SHORE ROAD HYANNIS 02601MA 325170 BLANK, PATRICIA T & MICHAEL TRS 156 HARBOR MB IRREV TRUST 8 PARMENTER ROAD FRAMINGHAM 01701MA 325180 STONE, JASON TR JASON STONE TRUST 183 BAY SHORE ROAD HYANNIS 02601MA 9/17/2024 9:01 AMReport Generated On:Page 1 of 1 8Total Number of Abutters: This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to have this list certified. NOTICE OF INTENT ABUTTER NOTIFICATION LETTER DATE: RE: Upcoming Barnstable Conservation Commission Public Hearing To Whom It May Concern, As an abutter within 100 feet of a proposed project, please be advised that a NOTICE OF INTENT application has been filed with the Barnstable Conservation Commission. APPLICANT: PROJECT ADDRESS OR LOCATION: ASSESSOR¶S MAP & PARCEL: MAP PARCEL PROJECT DESCRIPTION: ________________________________________________________ APPLICANT¶S AGENT: PUBLIC HEARING: WILL BE HELD REMOTELY VIA ZOOM See agenda posting on Town Clerks website available at least 48 hours in advance of the meeting for details. DATE: / / TIME: P.M. NOTE: Plans and applications describing the proposed activity are on file with the Conservation Commission at https://itlaserfiche.town.barnstable.ma.us/WebLink/Browse.aspx?id=825530&dbid=0&repo=TownOfBarns table, by email to Kimberly.Cavanaugh@town.barnstable.ma.us or by calling (508-862-4093) 9/17/24 JASON STONE 183 BAYSHORE RD HYANNIS, MA 02601 COASTAL DREDGING COASTAL DREDGING 325 180 ROY OKUROWSKI 10 29 24 6:30 230 South St Hyannis, MA 02601 Continue to South St 1.Head east toward South St 2.Turn left toward South St Take Ocean St to Old Harbor Rd 3.Turn left onto South St 4.Turn right onto Ocean St Continue on Old Harbor Rd. Take Bay Shore Rd to Harbor Bluff Rd 5.Turn left onto Old Harbor Rd 6.Turn right to stay on Old Harbor Rd 7.Slight right onto Bay Shore Rd 8.Turn right onto Harbor Bluff Rd Destination will be on the left 183 Bay Shore Rd Hyannis, MA 02601 32 sec (0.1 mi) 184 ft 358 ft 2 min (0.4 mi) 246 ft 0.4 mi 2 min (0.4 mi) 417 ft 390 ft 0.2 mi 226 ft Drive 0.9 mile, 4 min230 South St, Hyannis, MA 02601 to 183 Bay Shore Rd, Hyannis, MA 02601 10/8/24, 10:53 AM 230 South St, Hyannis, MA 02601 to 183 Bay Shore Rd, Hyannis, MA 02601 - Google Maps https://www.google.com/maps/dir/230+South+St,+Hyannis,+MA+02601/183+Bay+Shore+Rd,+Hyannis,+MA+02601/@41.6454421,-70.2911299,15z/am=t/data=!4…1/1 WRS Eng ineering LLC 467 Ocean Street Hyannis, MA 02601 508-776-09 56 royokurow ski@ gma il.com September 12, 2024 By Hand Delivery Barnstable Cons ervation Commission C/O Edwin Hoopes 200 Main Street, Hyannis, MA 02601 Re: Jason Stone Trust N otice of Intent application Shellfish Survey Results Proposed dredging boat lift and float area 18 Nelberth Terrace Hyannis, MA 02601 Map 325 Parcel 180 Dear Co mmissioners, In accordance with Chapter 703 “Private Docks and Piers” section 703-3(6 -7) Filing protocols, please refer to the following for th e Shellfish s urvey results. The regulations require th e following: (6) A shellfish survey, including an analysis of shellfish habitat suitability, and sub strate sediment a nalysis. The minimum area surveyed shall include a 50-foot radius from th e proposed project. The actual samples shall represent no less th an 0.5% of this area. (7) The shellfish survey report shall include as a minimum : (a) The resume of th e p erson(s) conducting the s urvey, including their q ualifications for cond ucting such a survey; (b) The date, time of day and tidal conditions at the time of the survey; (c) A narrative explain ing the meth odology and equipment utilized, location and number of transects/qu adrants utilized, results o btained, observations and conclusion s. Shellfish Repo rt and Survey Methodology On September 5, 2024, John Lowell cond ucted a shellfish survey at th e subject site. The su rvey methodology was consistent with sta ndard practices th roughout Barns table and Cape Cod and o ther municipalities in southeastern Massachusetts. The su rvey consisted of sampling transects parallel and perpend icular to the sho reline and proposed site improvements. The site contains an existing pier and boat lift and a narrow sandy beach to MLW. There is an existing wooden dock extending south out towards the chan nel. There is an existing float and boat in a lift with p ilings on site. There are a few oysters and some rock w eed noted o n the rocks below MLW. A heavy tidal flus h occurs in this area. We encoun tered some knobby and channel whelks during th e course of the survey. There are some oysters in between MLW an d MHW. A few very large quaho gs were s ampled along the north side of the stone jetty. No eelgrass was p resent on this site. 66 approx. 3’X3’ sampling plots were established at 10’ increm ents along the jetty to the 120’ mark. A second area was sampled laterally northward along the beach for 60’ from MHW to 20’ eastward toward s the cha nnel. A standard quahog rake lined with ½” mesh was used for all sampling plots. Please see below for a map and results of the survey. According to MassMapper’s most recent data for Shellfish Suitability Areas th e species for this location are Soft- shell clam, Bay Scallop, Quahog and American Oyster. However, that area is only d esignated to the south of the subject site and not within the proposed scope of work for this project. The green area is designated as an approved “Shellfish Growing Area” only. E elgrass and other subaquatic vegetation was not discovered nor was it shown as mapped habitat on the MassMapper’s website. We also believe that pier pilings promote growth o f shellfish and oth er organisms. According to “A Review of Habitat Impacts from Residential Docks and Recom mend ed Best Management Practices with an Empha sis on Northeastern United States” latest revision and accepted Septembe r 9, 2021 a publicatio n by John Loga n, Alex Boeri, Jill Carr, Tay Evans, Eileen Feeney, Kate Frew, Forest Schenck and Kath ryn Ford th ey talk about a wide range of impacts and advan tages of piers and floats. In this publication the authors specify “Piles benefit some fish species by providing structure and increased foraging h abitat…” and “Fish abund ance was higher in pile-fields and wrecks than open-water habitat in the Hudson River estuary due to the increased prevalence of structure-seeking species like the mummichog, bay ancho vy, naked goby, American eel and norther pipefish…” Related to shellfish, the authors also mention the following “Piles displace existin g habita t fo r infaunal invertebrates (clams, polychaete worms) bu t can increase habitat for a variety of epifaunal invertebrates (e.g. mussels, oysters, b arnacles) by provid ing surface area for settlement and attachment. Piles in a Florida lagoon supported a variety of filter-feeding invertebrates that collectively provided approximately 30% of th e filtration capacity of oyster reefs in the system.” Please note that the displaced h abitat will immediately find new areas for gro wth and /or shelter. Please refer to attached report for survey results and credentials/experience of Mr. John Lowell. Thank you Sincerely, WRS Engineering LL C Roy E . Okurowski P.E., C.H . Enclosed: Shellfish Survey and Results from John Lowell, dated 6/12/24 1,000.00 This map is for illustration purposes only. It is not adequate for legal boundary determination or regulatory interpretation. This map does not represent an on-the-ground survey. It may be generalized, may not reflect current conditions, and may contain cartographic errors or omissions. Parcel lines shown on this map are only graphic representations of Assessor’s tax parcels. They are not true property boundaries and do not represent accurate relationships to physical objects on the map such as building locations. 167083 Feet feetApprox. Scale: 1 inch =83 Legend Town of Barnstable GIS Unit 367 Main Street, Hyannis, MA 02601 508-862-4624 gis@town.barnstable.ma.us Map printed on:7/21/2024 Spot Heights (NAVD88) Intermediate Contours (NAVD88) Index Contours (NAVD88) Marsh Jetties / Revetments Stone Jetties Revetments Concrete Jetties Revetments Wood Jetties Revetments Recreation Facilities Sports Areas Golf Areas Wooded Areas Road Names 27131 1090 Account #239673 Bldg #1 Sec # 1 of Card # of UTILITIESTOPO LOCATION 801 CURRENT ASSESSM ENT Total 1090 1090 842,200 2,112,800 1 1 All Public 1 Paved 1 9 Marginal View Rear Location SUPPLEMENTAL DATA PREVIOUS ASSESSM ENTS (HISTORY) RESIDENTIAL EXEMPTION20195C This signature acknowledges a visit by a Data Collector or AssessorOTHER ASSESSMENTS APPRAISED VALUE SUMMARY EXEMPTIONS 720,800 29,600 91,800 2,112,800NOTES 19-3076 200800756 69134 67805 B31923 B21818 09-27-2019 02-12-2008 05-30-2003 03-26-2003 05-01-1988 11-01-1979 BUILDING PERMIT RECORD LAND LINE VALUATION SECTION Level CURRENT OWNER 183 BAY SHORE ROADProperty Location Map ID Vision ID Bldg Name State Use Print Date STRT / ROAD VC Total VISIT / CHANGE HISTORY 2,955,000 2,955,000 1 1 2 Alt Prcl ID Split Zonin BID Parcel ResExpt Q #DL 1 #DL 2 GIS ID Description Code Assessed 842,200 2,112,800 Assessed CodeYear AssessedCodeYear Total Assessed VYearCodeAssessed TotalTotal 2022 2021 1090 1090 1090 1090 1090 1090 1090 617,300 1,081,300 456,500 1,052,900 91,800 2,646,900 1,698,600 1,601,200 0 Permit Id Issue Date Year Code Description 0.00 Amount 0.00 Code Description Number Amount Comm Int Appraised Bldg. Value (Card) Appraised Xf (B) Value (Bldg) Appraised Ob (B) Value (Bldg) Appraised Land Value (Bldg) 2,955,000Total Appraised Parcel Value Special Land Value 1F 00 1F 1 1F 2,112,800 VISION 1 Use Code Type 804 RW RW NR AD AD Addn Alt-Res Repair Work Repair Work New Roof Addition Addition Description 65,000 6,000 5,000 4,000 4,000 0 Amount Insp Date 06-24-2020 06-30-2008 06-21-2004 07-03-2003 01-15-1989 01-15-1980 100 100 100 100 100 100 % Comp 06-30-2020 06-30-2009 06-21-2004 01-01-2004 12-31-1989 12-31-1980 Date Comp Comments BUILD A 2 CAR GARAGE ATT HALLWAY BEAM HY ADD'N HY ADD'N Multi Hses M-01 RB Zone Total Card Land Units 0.68 Total Land Value B 1090 Parcel Total Land AreaAC SR WD JD AL JR JR JR IdDate 06-24-2020 05-12-2020 04-03-2019 03-21-2017 03-15-2017 06-10-2016 03-06-2012 325/ 180/ / / 122/93Plan Ref. Land Ct# #SR Life Estate PP STATU Assoc Pid# YES: PARCEL B F_991085_2697558 RESIDNTL RES LAND Bldg Permit Completed Field Review In Office Review Change of Address Cycl Insp Comp Sale Review Sale Review Purpost/Result 02 FR 16 22 03 20 20 Is CdType 01 03 22 03 03 03 HYAN ASSESSING NEIGHBORHOOD Nbhd 0119 Nbhd Name B Tracing Batch Total Appraised Parcel Value 2,955,000 Valuation Method C 726,100 1,920,800 2023 JASON STONE TRUST 183 BAY SHORE ROAD HYANNIS MA 02601 STONE, JASON TR 0.68 2/5/2024 8:15:27 PM Description Land Value 2,112,800 Adj Unit P 3,107,110 Location Adjustmen 1.0000 NotesNbhd. Adj 12.500 Nbhd. 0118 Cond. 1.00 Site Index 5 Size Adj 1.40956 Unit Price 176,344.00 Land Units AC0.680 LA 4 FY2024 BARNSTABLE, MA RECORD OF OWNERSHIP STONE, JASON TR STONE, JASON MARKS, PATRICIA M TR BAYSHORE REALTY TRUST SPRINO, THERESA TR SALE PRIC 1 1,575,000 0 0 0 V/I I I I I I Q/U U Q U U U SALE DATE 05-09-2016 01-08-2016 01-08-2016 01-20-2012 07-26-2004 BK-VOL/PAGE 0025 0096 0094 0170 0140 29636 29382 29382 26018 18864 1.0000 AC Disc 1090 Account #239673 Bldg #1 Sec # 1 of Card # of 183 BAY SHORE ROAD Element Dep % Ovr Dep Ovr Comment Misc Imp Ovr Misc Imp Ovr Comment Cost to Cure Ovr Element Undeprec Value COST / MARKET VALUATION 88 490,000 Adjust Type CONDO DATA Factor% 27131 Property Location Vision ID Map ID Bldg Name State Use Print Date121 Description Cost to Cure Ovr Comment Description Code OB - OUTBUILDING & YARD ITEMS(L) / XF - BUILDING EXTRA FEATURES(B) BUILDING SUB-AREA SUMMARY SECTION Unit Cost RCNLD Condition 1 0External Obsol 0Functional Obsol 12 Year Remodeled Remodel Rating 2004 1956Year Built 556,767 E First Floor Open Porch Open Porch Conc. Floor Upper Story Patio Utility Enclosure Wood Deck BAS FOP FPC FUS PTO UST WDK Ttl Gross Liv / Lease Area 1,206 0 0 924 0 0 0 2,130 2,894 1,206 0 0 924 0 0 0 2,130 261.39 0.00 0.00 261.39 0.00 0.00 0.00 315,240 0 0 241,527 0 0 0 Parcel Id 0.0 SB C CONSTRUCTION DETAIL CONSTRUCTION DETAIL (CONTINUED) Owne Condo Flr Condo Unit Code Description FPL3 DKAV WDC FOP UST FOPC STRS PAT2 GEN Code Description Living Area 1,206 30 168 924 174 80 312 Floor Area Appr. Value 6,200 78,000 2,900 2,100 1,000 5,800 1,800 1,600 5,600 Depreciation Code Building Value New Effective Year Built Depreciation % Trend Factor Condition % Percent Good Unit Price Yr Blt 2006 2008 1992 2006 2006 2006 1992 2003 2019 Cond. Cd 88 78 46 88 88 88 46 84 100 % Gd Grade Grade Adj. 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 Description Fireplace 2 sto Dock-Ave Wood Decking Open Porch-ro Utility Storage- Open Prch-roo Stairs to Water Patio-Good Emergency Ge B L L B B B L L L L/B Units 1 1 312 30 80 168 32 174 1 7000.00 100000.0 20.00 55.00 17.11 55.00 122.52 9.94 5550.00 C 325/ 180/ / / Cd Eff Area 556,767 Cd Style Model Grade: Stories Exterior Wall 1 Exterior Wall 2 Roof Structure Roof Cover Interior Wall 1 Interior Wall 2 Interior Floor 1 Interior Floor 2 Heat Fuel Heat Type AC Type Bedrooms Full Baths Half Baths Extra Fixtures Total Rooms Bath Style Kitchen Style Occupancy Usrfld 105 Accessory Apt Foundation Alt Rms Prts Bath Split Colonial Residential Average Plus 2 Stories Wood Shingle Gable/Hip Asph/F Gls/Cmp Drywall Carpet Hardwood Gas Hot Water Central 3 Bedrooms 5 Rooms Blk/Pour Ftgs 2 Full-0 Half 03 01 C+ 2 14 03 03 05 14 12 03 05 03 03 2 0 5 2 09 20 2/5/2024 8:15:27 PM 27131 1090 Account #239673 Bldg #2 Sec # 1 of Card # of UTILITIESTOPO LOCATION 801 CURRENT ASSESSM ENT Total 1090 1090 842,200 2,112,800 1 1 All Public 1 Paved 1 9 Marginal View Rear Location SUPPLEMENTAL DATA PREVIOUS ASSESSM ENTS (HISTORY) RESIDENTIAL EXEMPTION20195C This signature acknowledges a visit by a Data Collector or AssessorOTHER ASSESSMENTS APPRAISED VALUE SUMMARY EXEMPTIONS 720,800 29,600 91,800 2,112,800NOTES BUILDING PERMIT RECORD LAND LINE VALUATION SECTION Level CURRENT OWNER 183 BAY SHORE ROADProperty Location Map ID Vision ID Bldg Name State Use Print Date STRT / ROAD VC Total VISIT / CHANGE HISTORY 2,955,000 2,955,000 1 2 2 Alt Prcl ID Split Zonin BID Parcel ResExpt Q #DL 1 #DL 2 GIS ID Description Code Assessed 842,200 2,112,800 Assessed CodeYear AssessedCodeYear Total Assessed VYearCodeAssessed TotalTotal 2022 2021 1090 1090 1090 1090 1090 1090 1090 617,300 1,081,300 456,500 1,052,900 91,800 2,646,900 1,698,600 1,601,200 0 Permit Id Issue Date Year Code Description 0.00 Amount 0.00 Code Description Number Amount Comm Int Appraised Bldg. Value (Card) Appraised Xf (B) Value (Bldg) Appraised Ob (B) Value (Bldg) Appraised Land Value (Bldg) 2,955,000Total Appraised Parcel Value Special Land Value 1F 00 1F 1 1F 0 VISION 2 Use Code Type Description Amount Insp Date % Comp Date Comp Comments Multi Hses M-01 RB Zone Total Card Land Units 0.68 Total Land Value B 1090 Parcel Total Land AreaSF IdDate 325/ 180/ / / 122/93Plan Ref. Land Ct# #SR Life Estate PP STATU Assoc Pid# YES: PARCEL B F_991085_2697558 RESIDNTL RES LAND Purpost/ResultIsCdType HYAN ASSESSING NEIGHBORHOOD Nbhd 0119 Nbhd Name B Tracing Batch Total Appraised Parcel Value 2,955,000 Valuation Method C 726,100 1,920,800 2023 JASON STONE TRUST 183 BAY SHORE ROAD HYANNIS MA 02601 STONE, JASON TR 0.00 2/5/2024 8:15:28 PM Description Land Value 0 Adj Unit P 0 Location Adjustmen 0.0000 NotesNbhd. Adj 12.500 Nbhd. 0118 Cond. 1.00 Site Index 5 Size Adj 1.00000 Unit Price 0.00 Land Units SF0 LA 4 FY2024 BARNSTABLE, MA RECORD OF OWNERSHIP STONE, JASON TR STONE, JASON MARKS, PATRICIA M TR BAYSHORE REALTY TRUST SPRINO, THERESA TR SALE PRIC 1 1,575,000 0 0 0 V/I I I I I I Q/U U Q U U U SALE DATE 05-09-2016 01-08-2016 01-08-2016 01-20-2012 07-26-2004 BK-VOL/PAGE 0025 0096 0094 0170 0140 29636 29382 29382 26018 18864 1.0000 AC Disc 1090 Account #239673 Bldg #2 Sec # 1 of Card # of 183 BAY SHORE ROAD Element Dep % Ovr Dep Ovr Comment Misc Imp Ovr Misc Imp Ovr Comment Cost to Cure Ovr Element Undeprec Value COST / MARKET VALUATION 73 230,800 Adjust Type CONDO DATA Factor% 27131 Property Location Vision ID Map ID Bldg Name State Use Print Date122 Description Cost to Cure Ovr Comment Description Code OB - OUTBUILDING & YARD ITEMS(L) / XF - BUILDING EXTRA FEATURES(B) BUILDING SUB-AREA SUMMARY SECTION Unit Cost RCNLD Condition 1 0External Obsol 0Functional Obsol 27 Year Remodeled Remodel Rating 1984 1956Year Built 316,122 A First Floor Attached Garage Wood Deck BAS GAR WDK Ttl Gross Liv / Lease Area 976 0 0 976 1,672 976 0 0 976 323.90 0.00 0.00 316,122 0 0 Parcel Id 0.0 SB C CONSTRUCTION DETAIL CONSTRUCTION DETAIL (CONTINUED) Owne Condo Flr Condo Unit Code Description WDC GAR Code Description Living Area 976 552 144 Floor Area Appr. Value 1,900 14,500 Depreciation Code Building Value New Effective Year Built Depreciation % Trend Factor Condition % Percent Good Unit Price Yr Blt 1992 1986 Cond. Cd 46 73 % Gd Grade Grade Adj. 0.00 0.00 Description Wood Decking Attached Gara L B L/B Units 144 552 20.00 40.00 325/ 180/ / / Cd Eff Area 316,122 Cd Style Model Grade: Stories Exterior Wall 1 Exterior Wall 2 Roof Structure Roof Cover Interior Wall 1 Interior Wall 2 Interior Floor 1 Interior Floor 2 Heat Fuel Heat Type AC Type Bedrooms Full Baths Half Baths Extra Fixtures Total Rooms Bath Style Kitchen Style Occupancy Usrfld 105 Accessory Apt Foundation Alt Rms Prts Bath Split Ranch Residential Average Plus 1 Story Wood Shingle Gable/Hip Asph/F Gls/Cmp Drywall Carpet Gas Hot Water None 2 Bedrooms 5 Rooms Blk/Pour Ftgs 1 Full-0 Half 01 01 C+ 1 14 03 03 05 14 03 05 01 02 1 0 5 09 10 2/5/2024 8:15:28 PM N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y