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Home My WebLink AboutGoydan Rev. Trust �pg%jFFOt�-coG Carol Brown,Chairperson y Town Hall,53095Main Rd. Lauren Standish,Secretary P.O.Box 1179 • `F Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., April 9, 2025 the following recommendation was made: Moved by Carol Brown, seconded by Nancy May, it was RESOVLED to NOT SUPPORT the application of WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST to demolish the existing two-story dwelling, detached garage and other surfaces on the property; construct a new 3,287 sf. footprint, two-story single-family dwelling with an 865 sf. seaward covered patio, 167 sf. side covered porch, and 149 sf. front covered porch; construct a proposed 16'X 36' swimming pool with 8'X 8' spa tub; a 1,357 sf. pool patio surround with steps to ground, pool enclosure fencing, pool equipment area, and a drywell for pool backwash; construct a 752 sf. two-story detached garage, gravel driveway and parking areas; establish and perpetually maintain a 25' wide vegetated non-turf buffer, no fertilization buffer along the landward side of the wetland vegetation. Located: 1645 Marratooka Rd., Mattituck. SCTM#123-3-2.1 Inspected by: Carol Brown, Nancy May The CAC does Not Support the application as submitted. The dwelling should be relocated to a setback of 100' from the wetland boundary. The existing mature trees should not be removed, based on the topography and stability of the current landscaping. Vote of Council: Ayes: All Motion Carried i ) s i 4J pSUFFD(�'� Glenn Goldsmith President . ,� t3 Town Hall Annex A.Nicholas Krupski,Vice President �� 54375 Route 25 Eric Sepenoski ,` P.O. Box 1179 Liz Gillooly�� 4 Southold,NY 11971 Y Elizabeth Peeples �� -` Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: :.�4 .�% ' Completed infield by: AS PER REVISED SITE PLAN &WRITTEN DESCRIPTION RECEIVED 12/23/2024 Twin Forks Permits on behalf of THE WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o WILLIAM E. GOYDAN, TRUSTEE & THE KAREN B. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o KAREN B. GOYDAN, TRUSTEE requests a Wetland Permit to demolish the existing two-story dwelling, detached garage and other surfaces on the property; construct a new 3,287sq.ft. footprint (5,802sq.ft. gross floor area) two-story, single-family dwelling with an 865sq.ft. seaward covered patio, 167sq.ft. side covered porch, and 149sq.ft. front covered porch; construct a proposed 16'x36' swimming pool with 8'x8' spa tub; a 1,357sq.ft. pool patio surround with steps to ground, pool enclosure fencing, pool equipment area, and a drywell for pool backwash; construct a 752sq.ft. two-story detached garage, gravel driveway and parking areas; install an I/A septic system; remove 23 trees and plant 25 trees on the property; and to establish and perpetually maintain a 25 foot wide vegetated non-turf, no fertilization buffer area along the landward side of the wetland vegetation. Located: 1645 Marratooka Road, Mattituck. SCTM# 1000-123-3-2.1 Typ,p of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: gy �k 6 s'bi rn l yi "i i".e�m�' ee°'riO '+0.q e.�<-�.� y/ep.i' �� G`t' :'�� °e e.-^,�,a°r:..t� R�t2 ,=`S� }e: �f�y<�' e=• ��a,ac�'v{�, ��r"�� s aJsa ecp M tax y4 `yGd✓t S � Present Were: G. Goldsmith N. Kru ski E. Sepenoski L. Gillooly Z E. Peeples TWIN FORKS PERMITS March 3,2025 EC EIn2025 MAR 3 -Via Hand Delivery- Glenn Goldsmith,President Southold Town Trustees Southold Town 54375 Main Road Board of Trustees PO Box 1179 Southold,NY 11971 RE: Wetland Permit Application Owner:William E. Goydan Trust&Karen B. Goydan Trust Situate: 1645 Manatooka Road,Mattituck SCTM No. 1000-123.-3-2.1 Dear Mr. Goldsmith: Please find four(4)copies of the revised Site Plan depicting wetland setbacks to proposed structures,as prepared by John C. Grandich Architect,sheet number SP-1.2 last dated 03/01/2025. I have included an updated project description which includes the labeled setback dimensions. Please let me know if you additional questions regarding the overall project. Thank you. Sincerely, o`er►RAC- Lisa Poyer Principal Planner 631.644.5998 1 lisa@twinforkspermits.com 1 288 East Montauk Highway,Hampton Bays,NY 11948 u) EC FIVE �...t; Wetland Permit Application MAR 3 2025 Owner:William E.Goydan Trust&Karen B. Goydan Tru 3t Situate: 1645 Marratooka Road,Mattituck southoid Town SCTM No. 1000-123.-3-2.1 Board of Trustees Project Narrative: Demolition of the existing residence located 40'from the wetland limit, 30'setback to the existing deck, detached garage and other surfaces on the residential zoned property. The owner is looking to construct a new two story single family residence with attached,swimming pool,pool patio and detached garage. The proposed habitable space of the residence at 3,287 sq. ft.footprint(5,802 sq. ft. GFA)will be located 75'from the wetland limit;the attached rear covered porch at 865 sq. ft.footprint will be located 65.3' from the wetland limit'the pool at 576 sq.ft.will be located 90.1'from the wetland limit'the pool patio at 1,357 sq. ft.located 71.6'from the wetland limit;pool equipment located 96.7'from the wetland limit, pool dry well located 87.5'from the wetland limit,detached garage at 752 sq. ft.will be located 100.2' from the wetland limit; south covered porch at 167 sq. ft.located 98.6'from the wetland limit;front (west)covered porch at 149 sq.ft.located 117.l'from the wetland limit,port cochere located 123.9'from the wetland limit; site dry wells for the proposed structures located 94.4 and 57.2'from the wetland limit; gravel driveway and parking areas and I/A septic system located 127.4'from the wetland limit are proposed. The project will include the removal of 23 trees and the planting of 25 trees on the property and the establishment of a 25 foot wide no turf,no fertilization,vegetated buffer along the wetland limit. The project has been designed to balance the increased wetland setback for the proposed site improvements while meeting the zoning code required setbacks from the street. The topography for the property slopes from the street to the water which further challenges the placement of structures on the site. The property is a wide and shallow,therefore in order to maximize the wetland setbacks for the improvements,while meeting required zoning setbacks,the house has been oriented in a wider configuration with a swimming pool and garage in the side yard of the residence. Most residential properties locate the swimming pool between the residence and the water thereby providing maximum privacy for the pool behind the house. However,given the shallow depth of the lot,the pool and detached garage are placed in the side yard of the residence. This placement of accessory structures in the side yard of the primary residence required a variance from the ZBA,granted by decision no. 7882 dated February 20,2024. Further in support of this application the following items have been designed or considered as additional mitigation measures for the project: 1. Demolition of a pre-existing and non-conforming structure in relation to the wetland setbacks; 2. Construction of a new more conforming residence with accessory improvements more than doubling the existing wetland setback from 30'to 65'for the decking improvements,40'to 75'for the residence structures; 3. Proposed improvements will be constructed out of the flood zone and location within the X flood zone -benefit to the Town and meeting FEMA flood plain and construction standard and recommended by the federal government. Existing house located within the AE(El. 6)flood zone; 4. Upgrade to an I/A septic system; 5. Merged two properties into one lot,thereby reducing the overall potential development along Deep Hole Creek by one additional residence; 6. No chlorine swimming pool; 7. Stormwater management on the site with the collection of roof and hard surface runoff to gutters and leaders to dry wells where limited stormwater control exists; 8. Utilization of retaining walls and foundation walls to limit the amount of fill on site with the sloping site topography; 9. Existing site has 2 curb cuts,elimination of one curb cut and relocation of the curb cut to the secondary street-which is less busy for safety access and egress; 10. Proposed 25'wide heavily vegetated wetland buffer,as per the attached planting plan;and 11. Proposed planting of new trees in replacement of existing trees to be removed on site. FILE LOCATION: 7D: N 1 4 REVISIONS: .r NO. DATE DESCRIPTION 1645 MARRATOOKA M JAR TTITUC 'N'6 5k ' Y 1 952 ' 2 - 3 - 4 - LOT AREA CALCULATIONS LOT SIZE 58,310 SF \ 6 UPLAND LOT SIZE 54,741 SF 0 7 MAXIMUM LOT COVERAGE @20% 10,948 SF HOUSE 3,287 SF COVERED FRONT PORCH 149 SF A- CC� 9 PORTE COCHERE 260 SF R.v� COVERED SIDE PORCH 167 SF U COVERED REAR PATIO 865 SF �Q -co \ �_ \ DETACHED GARAGE 752 SF NYS STATE LAW: 1,218 SF UNAUTHORIZED ALTERATION OR POOL PATIO POOL cli <C/ 1 ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS TOTAL 7,413 SF ' \ BEARING A LICENSED ARCHITECT'S \ SEAL IS A VIOLATION OF PART GRAVEL DRIVEWAY 4,220 SF 69.5.13 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS � \GFA CALCULATIONS OF THE STATE OF NEW YORK. \ LOT SIZE 58,310 SF ARCHITECT'S SEAL&SIGNATURE: UPLAND LOT SIZE 54,741 SF ALLOWABLE GFA FOR LOTS UP TO 80,000 SF= 5,100 SF \ RED ARcy RAM +5%IN EXCESS OF 40,000 SF(MAX 7,100 TOTAL) 5%OF 14,741 SF= 737 SF TOTAL ALLOWABLE GFA= 5,837 SF �r 15p HOUSE FIRST FLOOR 3,287 SF \ HOUSE SECOND FLOOR 2,515 SF So \, \ �N TOTAL HOUSE GFA= 5,802 SF 'p �-9 03805 0 OF N- NOTES: NEIGHBORING /.-/ 2-STOYR RESIDENCE t INTERIOR SPACES IN EXCESS OF 16-0"COUNTED TWICE EXCLUDED FROM GFA UNENCLOSED PORCH, PATIO, DECK, BASEMENTS& ATTICS ACCESSORY STRUCTURES WHICH MAY BE CONVERTED TO HABITABLE SPACE ARE INLCUDED GFA CALCULATIONS - ACCESSORY ' "/-'/ :� �. rr LOT SIZE 58,310 SF WETLAND LINE ' UPLAND LOT SIZE 54,741 SF ALLOWABLE GFA FOR LOTS 20,000 TO 60,000 SF= 1,200 SF (AiR �-DETACHED GARAGE 752 SF ,/'" z o � U) NOTES: MAXIMUM HEIGHT LOTS 40,000 SF-59,999 SF=22'-0" ,� /- z O , - ' g \ JOHN ARCHITECT. GRAMLICH MINIMUM SIDE YARD=15'-0" EL 6 GRADE W \ r" y n EL 8 GRADE 0 y _ S r cn M Z —_ N 0 o' �+ �E1 PN° ` 1y. 0 248 ROUTE 25A-SUITE#3066 o cQNrQLR<iNF ^o —r" o ---�� oA F M \ EAST SETAUKET, NY 11733 m . 2 \ \ TEL(631)384-1752 � JCGRAMLICH@GMAIL.COM z o r 6GRADE CLIENT INFO: EXIST'G 2-S TORY m ; OESREMOV TOB KAREN & BILL �Rqa GOYDAN r-------------- --- ----- ---- -N AV / / -/' m 1645 MARRATOOKA RD o�FROM -€��46 J _� EL 15.8 EASLCOVERED P CH,= _- ! MATTITUCK NY 11952 EL 8 RADE D �� i Np \ ROB`--' --� i E 10 AD POOL EQUIP S NEIGHBORING -/ i.�Y .�-� p 2-STOYR RESIDENCE 10 p' PROJECT INFO: oll p. r , ❑ L 1645 MARRATOOKA RD MATTITUCK NY 11952 EL 15 FF -EL. 5.� I I EL16FF X1SIGGPRFG_T . !.BE,:REMO\'EC1 PROJECT TITLE: GOYDAN RESIDENCE �It _ ST = If EL 16 GR DE V PdRCH �P �.._ PROJECT DESCRIPTION: 40 o of I -pr� ,, ' ® ) EL IS DWAY i NEW RESIDENCE L-------- -- -------- -�— -------------------- -- ,� / ' — --- -- - ------- PHASE: - - ! _ SCHEMATIC (SD) LPC' ' ` �, �� \ DW LP ; ♦ CHECKED BY: INCEPTION DATE: -- LP JCG 10.17.2022 0 0 - / DRAWN BY: CURRENT DATE: EX oo JCG 03.01 .2025 O '', 1 N DRAWING TITLE: i / OVERALL ; E SITE PLAN f o � WOW I {� REAR SHEET NO: OVERALL S �TE�PLAN Southold Town Boa'd of Tr'Stew Cantrell, Elizabeth From: Lisa Poyer <lisa@twinforkspermits.com> Sent: Tuesday, March 4, 2025 8:28 AM To: Cantrell, Elizabeth Subject: Re: Goydan application Elizabeth, The project description language is the same,the details are the same. The only thing I added to the project description were the wetland setback dimensions which are now shown on the site plan. There are NO new structures shown on the site plan. The project description was revised to match the labeled setbacks on the site plan. The mitigation list and other information in the description are unchanged. Thanks Lisa On Mar 4, 2025, at 8:24 AM, Cantrell, Elizabeth <elizabethc@town.southold.ny.us>wrote: Good Morning, Given the length of the revised project description please detail exactly what is the difference between the project description submitted 12/23/24 vs.the 3/3/25 submission. In the future, please consider underlining or bolding the revised sections of a description. Thank you. ECizabeth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 From: Lisa Poyer<lisa@twinforkspermits.com> Sent: Saturday, March 1, 2025 11:32 AM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Subject: Re: Goydan application Elizabeth, I will be delivering the attached revised plan for the Board on Monday, March 3, 2025. Lisa 1 On Feb 25, 2025, at 4:49 PM, Cantrell, Elizabeth <elizabethc town.southold.ny.us> wrote: Lisa, Regarding this application in reviewing the latest submitted plans (received 12/23/24), it was noticed that the only proposed structure that depicts a dimension is the pool and spa. It is a requirement that all structures have dimensions. Please submit as soon as possible three site plans that depict dimensions for each proposed structure (dwelling foot print,each patio, each porch, garage, etc.). ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 From: Lisa Poyer<lisa@twinforkspermits.com> Sent:Tuesday,January 7, 2025 12:23 PM To: Cantrell, Elizabeth <elizabethc town.southold.ny.us> Subject: Re: Goydan application Elizabeth, I am away in February for the Trustee meeting date. The 34460 Main Road, Cutchogue project Nate Brzozowski -should be on the schedule for February Trustee meeting- he will be in attendance and representing his own project at that hearing. The 1645 Marratooka Road, Mattituck project William Goydan should be on the agenda for March 19, 2025. 1 am away in February and will not be able to present the project to the Board for this project. I hope this makes sense. Let me know if you have additional questions. Lisa On Jan 7, 2025, at 12:15 PM, Cantrell, Elizabeth <pIiza bet hc(@f-ow n,south Id.n,us>wrote: Hi Lisa, Sorry but I just want to make sure I have my notes correct. The Goydan application, 1645 Maratooka Road, Mattituck is being tabled until the March 19, 2025 public hearing agenda? I know the owner will be in attendance so I am thinking it is to be on February? Please confirm. ECiza6eth Cantreff Administrative Assistant 2 TWIN FORKS PERMITS t � C FIVE December 23,2024 DEC 2 3 2024 -Via Hand Delivery- Glenn Goldsmith,President auuuww sown Southold Town Trustees Board of Trustees 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Wetland Permit Application Owner:William E.Goydan Trust&Karen B.Goydan Trust Situate: 1645 Marratooka Road,Mattituck SCTM No. 1000-123.-3-2.1 Dear Mr.Goldsmith: Please find four(4)copies of the revised Araiys Design plans,sheet numbers L0.0,L 1.0,L2.0,L2.1,L3.0,U.1, L6.1 and L6.2 last dated 12/17/2024 which reflects the updated tree removal and proposed tree planting plan and the proposed 25'wide vegetated wetland buffer. I have included�an updated general data sheet and project description page for your reference. Please let me know if you additional questions regarding the overall project. Thank you. Sincerely, Lisa Poyer Principal Planner i i � II i i I c i I I I I I I 631.644.5998 l lisa@twinforkspermits.com 1288 East Montauk Highway,Hampton Bays,NY 11946 I Board of Trustees Application E4 GENERAL DATA I d E C 2024 Land Area(in square feet): _58,310 sq.ft., upland area_54,741 sq.,ft.,wetland area 3,569 sq.ft. L _U „ V11 Board of Trustees Area Zoning: R-40 Previous use of property:. Single Family Residence Intended use of property: Single Family Residence Covenants and Restrictions on property? Yes .X. No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? X .Yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? X Yes No If"Yes",please provide copy of decision. Decision No.7882 dated February 20,2024 Will this project require any demolition as per Town Code or as determined by the Building Dept.? X Yes No Does the structure(s)on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date Building Dept.C of Q,.dated 2/26/1996. No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation:. Project Description(use attachments if necessary); Demolition of the existing residence located 30'from the wetland limit,detached garage and other surfaces on the residential zoned property. The owner is looking to construct a new two story single family residence with attached, swimming pool, pool patio and detached garage on the property. The proposed habitable space of the residence at 3,287 sq.ft.footprint(5,802 sq.ft. GFA)will be located 75'from the wetland limit;the attached'rear covered porch at 865 sq. ft.footprint will be located 65'from the wetland limit'the pool at 576 sq.ft. will be located 92'from the wetland limit'the pool patio at 1,357 sq.ft. located 82'from the wetland limit;the detached garage at 752 sq.ft.will be located 100'from the wetland limit;side covered porch at 167 sq.ft.;front covered porch at 149 sq.ft.;gravel driveway and parking areas and I/A septic system are proposed. The project will include the removal of 23 trees and the planting of 25 trees on the property and the establishment of a 25 foot wide no turf, no fertilization, vegetated buffer along the wetland limit. Wetland Permit Application ED Owner: William E. Goydan Trust&Karen B. Goydan TrustL-LJD E C 2 J202]4 Situate: 1645 Marratooka Road,Mattituck SCTM No. 1000-123.-3-2.1 buUMi-,.oard of Tr Project Narrative: Demolition of the existing residence located 40'from the wetland limit, 30'setback to the existing deck, detached garage and other surfaces on the residential zoned property. The owner is looking to construct a new two story single family residence with attached, swimming pool,pool patio and detached garage. The proposed habitable space of the residence at 3,287 sq. ft. footprint(5,802 sq. ft. GFA)will be located 75'from the wetland limit;the attached rear covered porch at 865 sq. ft.footprint will be located 65'from the wetland limit'the pool at 576 sq. ft.will be located 92'from the wetland limit'the pool patio at 1,357 sq. ft. located 82'from the wetland limit;the detached garage at 752 sq. ft.will be located 100'from the wetland limit; side covered porch at 167 sq. ft.;front covered porch at 149 sq. ft.; gravel driveway and parking areas and I/A septic system are proposed. The project will include the removal of 23 trees and the planting of 25 trees on the property and the establishment of a 25 foot wide no turf,no fertilization, vegetated buffer along the wetland limit. The project has been designed to balance the increased wetland setback for the proposed site improvements while meeting the zoning code required setbacks from the street. The topography for the property slopes from the street to the water which further challenges the placement of structures on the site. The property is a wide and shallow lot,therefore in order to maximize the wetland setbacks for the improvements while meeting the front yard setbacks from zoning,the house has been oriented in a wider configuration with a swimming pool and garage in the side yard of the residence. Most residential properties locate the swimming pool between the residence and the water providing maximum privacy for the pool behind the house. However, given the shallow depth of the lot,the pool and detached garage are placed in the side yard of the residence. This placement of accessory structures in the side yard of the primary residence required a variance from the ZBA,granted by decision no. 7882 dated-February 20, 2024. Further in support of this application the following items have been designed or considered as additional mitigation measures for the project: 1. Demolition of a pre-existing and non-conforming structure in relation to the wetland setbacks; 2. Construction of a new more conforming residence with accessory improvements more than doubling the existing wetland setback from 3 0'to 65'for the decking improvements,40'to 75'for the residence structures; 3. Proposed improvements will be constructed out of the flood zone and location within the X flood zone-benefit to the Town and meeting FEMA flood plain and construction standard and recommended by the federal government. Existing house located within the AE(El. 6)flood zone; 4. Upgrade to an I/A septic system; 5. Merged two properties into one lot,thereby reducing the overall potential development along Deep Hole Creek by one additional residence; 6. No chlorine swimming pool; 7. Stormwater management on the site with the collection of roof and hard surface runoff to gutters and leaders to dry wells where limited stormwater control exists; 8. Utilization of retaining walls and foundation walls to limit the amount of fill on site with the sloping site topography; 9. Existing site has 2 curb cuts, elimination of one curb cut and relocation of the curb cut to the secondary street-which is less busy for safety access and egress; 10. Proposed 25'wide heavily vegetated wetland buffer, as per the attached planting plan; and 11. Proposed planting of new trees in replacement of existing trees to be removed on site. 12/17/2024 - ISSUE FOR TRUSTEES SUBMISSION - NOTE: NOT FOR CONSTRUCTION . GENERAL CONDITIONS L /ARAIYS DESIGN LANDSCAPE ARCHITECTURE 1PROJECT TEAM : . THE WORK INCLUDED UNDER THIS CONTRACT SHALL CONSIST OF ALL LABOR, MATERIALS, TRANSPORTATION, TOOLS Landscape Architects 1645 MARRATOOKA RD AND EQUIPMENT NECESSARY FOR THE CONSTRUCTION OF THE PROJECT LEAVING ALL WORK READY FOR USE. Site Planners Development Strategists 2. THE PLANS INDICATE THE GENERAL EXTENT OF NEW CONSTRUCTION NECESSARY FOR THE WORK, BUT ARE NOT Agawam Studio INTENDED TO BE ALL INCLUSIVE. ALL NEW WORK NECESSARY TO ALLOW FOR A FINISHED JOB IN ACCORDANCE WITH 38 Nugent Street 1645 MARRATOOKA RD THE INTENTION OF THE DRAWINGS IS INCLUDED REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR MENTIONED Southampton,Suit B NY 11968 SURVEYOR. ice IN THE NOTES. (info@a31) 8aiylsdesig3- 131 nffcom) (631) 283-6677 (fax) MATTITUCK, NEVIIY0RK 11963 3. ANY DISCREPANCIES FOUND IN THE VARIOUS PARTS OF THE BID DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OFNATHAN TAFT C0RWIN III LAND SURVEYORSTHE LANDSCAPE ARCHITECT AND THE OWNER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. SHOULD THE CONTRACTOR PROCEED WITH THE WORK PRIOR TO RECEIVING CLARIFICATION, HE DOES SO AT HIS OWN RISK. SCTM # 1000 - 123 -0 3 - 2 . 1 4. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB P . 0 . BOX 60DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES AND SHALL PROVIDE ALL SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED. JAMESPORT, NY 5. THE CONTRACTOR SHALL VERIFY AND ASSUME RESPONSIBILITY FOR ALL DIMENSIONS AND SITE CONDITIONS. THE CONTRACTOR SHALL INSPECT THE EXISTNG PREMISES AND TAKE NOTE OF EXISTING CONDITIONS PRIOR TO SUBMITTING 631 -727-2090 TRUSTEES SUBMISSION SET PRICES. NO CLAIM SHALL BE ALLOWED FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE REASONALBY BEEN INFERRED FROM SUCH AN EXAMINATION. 6. COORDINATE ALL WORK WITH EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO IRRIGATION PIPED, ELECTRICAL PREPARED : 12/17/2 2 4 CONDUIT, WATER LINES, DRAINAGE LINES, GAS LINES, ETC. 0 ARCHITECT. 7. PROTECT ALL SITE CONDITIONS TO REMAIN INCLUDING TREES, PAVING, LIGHT STANDARDS, ETC. J 8. DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS. JCG ARCHITECT 9. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTIURER'S RECOMMENDATIONS. 10. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS OF ALL SUBCONTRACTORS AND TRADES AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, 248 ROUTE 25A, Suite # 3066 DEBRIS, OR DUST FROM AFFECTING IN ANY WAY, FINISHED AREAS OR OUTSIDE JOB SITE. CD 11. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY WITH OWNER AND LANDSCAPE ARCHITECT AND AN ALL ITEMS CD EAST SETAUKET, NY N TO BE SAVED FOR REUSE, AND SHALL REMOVE AND STORE THEM IN A PROTECTED AREA ON THE JOB SITE, OR AS DIRECTED BY OWNER AND LANDSCAPE ARCHITECT. CD 12. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES AND INSTALL ALL NECESSARY SLEEVES, STUB-OUTS, ETC. AS REQUIRED. ENVIRONMENTAL CONSULTANT:- 13. CONTRACTOR SHALL PERFORM ALL PROTECTION, DEMOLITION, REMOVAL AND SITE PREPARATION NECESSARY FOR THE CD PROPER EXECUTION OF ALL WORK SHOWN ON THE DRAWINGS AND DESCRIBED ON THE SPECIFICATIONS. TWIN FORKS PERMITS 14. WHERE 'VERIFY' OR 'FIELD VERIFY' IS USED IN CONJUNCTION WITH A DIMENSION, THE CONTRACTOR SHALL VERIFY THE �= _ MEASUREMENT PRIOR TO COMMENCING THE WORK. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE o � , �� LANDSCAPE ARCHITECT. 288 E MONTAUK HIGHWAY �� "��,'�� ``�"� � �� 15. THE CONTACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO ALL REQUIRED FIELD OBSERVATIONS BY LANDSCAPE ARCHITECT. HAMPTON BAYS , NYCIL , i i r rr- �+ M CD t •��t t .t�� rMra, r .� a+��''�.`k r�. �....,��x� �,' �„r�, :? 1J�'` f _ C) CD Y A r � r t 1 4 r z CCS ram. CCU t rti p f �tl`.t r' J ,J a. ,, � �a � � :: ,^,�: � �rv• as y ,�.,» »,�:< !"fir s �,y 1 kf k � a� r a CD t CD a ._ .. e Q y 4 Y t q � x�� .st� �`� � a S� �c�, �a "fib -�� LO CDr; � "�.. CD a L.. `! '"Ara .v: -t G `;" +� "•� Cn l.1_ CD CD Cz O ,..,e.., ., r, ,�,.•.� .v, �^'ka �. .,;: Y � - t �rti,- :�t t rz� ,.x�'. - .t= _ ,. :: 'a... 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SCALE: REVISION: L-0 . 0 COVER SHEET N/A 12117124 - FOR TRUSTEES SUBMISSION CM �3 L- 1 . 0 EXISTING CONDITIONS PLAN 1 " = 16' 12117124 - FOR TRUSTEES SUBMISSION CIO L-2 . 0 DEMOLITION & MOBILIZATION PLAN 1 " = 10 12117124 - FOR TRUSTEES SUBMISSION STEVEN G. NIERODA R.L.A. Q N.Y.S. LIC. NO 2308 L-2 . 1 DEMOLITION & MOBILIZATION - DETAILS & NOTES AS SHOWN 12117124 - FOR TRUSTEES SUBMISSION Revisions L-3 . 0 SITE PLAN 111 = 10' 12117124 FOR TRUSTEES SUBMISSION No. Date Description CD_ 1 07/21/2023 PRELIMINARY REVIEW O C-DL-3 . 1 SITE DETAILS & NOTES 1 " = 10' 12117124 - FOR TRUSTEES SUBMISSION 2 08/01/2024 FOR RSUBMIISI 3 OS/01/2024 FOR SUBMISSION L- . 2 ESE E SITE ETAILS OTE 1 ' 4 10/29/2024 REVISED FOR SUBMISSION 5 11/06/2024 ISSUE FOR TRUSTEES L- RESERVED: ALIGNMENT PLAN $ `` 10' 6 12,17,2024 L-5 . 0 RESERVED: DI + DRAINAGE II - t � L- . 1 : GRADING DRAINAGE - DETAILSEL-6 . 0 RESERVED: PLANTINt","I' PLAN v N L-6 . 1 REVEGETATION PLAN 118 = 1 ' 12117124 - FOR TRUSTEES SUBMISSION Job No. NOTES: 230605 • S.C.T.M. # 1000-123-03-2.1 Date L-6 . 2 PLANTING - DETAILS & NOTES AS SHOWN 12117124 - FOR TRUSTEES SUBMISSION • THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 L- ESER VE .R L/ T/ LA 1 " 1 ' A SURVEY PREPARED BY NATHAN Scale TAFT CORWIN III LAND SURVEYOR,P.C. 1" =16' o • -P.O. BOX 16,JAMESPORT, N.Y., LAST Drn.By � L-7 . 1RESERVED: LIGHTING - DETAIL NOTES S H OWN REVISED ON 10/06/2023 GV Chkd.By L • SOIL TEST HOLE DATA PREPARED SGN BY:MCDONALD GEOSCIENCE ON o 9/9/2022 Drawing No. • ZONE: R-40 3 0 • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN 0 0 IS NOT TO BE USED FOR LO . s 0 CONSTRUCTION PURPOSES. R • AREA= 58,310 S.F. 1.339 ACRES 12/17/2024 - ISSUE FOR TRUSTEES SUBMISSION - NOTE : NOT FOR CONSTRUCTION . ,645MAR ,TooRo _ TREE/SHRUB INVENTORY / Onsite tree inventory:06/06/2023 DBH-DIAMETER BREAST HEIGHT HEIGHT CLASS: 1=<15 ft. 2=15-30 ft. 3=30-45 ft. 4->45 ft. HEALTH: 1=Good 2=Lair 3=Poor 4=Dead /ARAIYS DESIGN LANDSCAPE Tree ID Botanical Name Common Name DBH or HT. HT.CL HLTH COMMENTS REMOVE/TRANSPLANT ARCHITECTURE TREES Landscape Architects 1 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT. 1 3 THIN/WEAK TO BE REMOVED S i t e P I a n n e r s 2 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT. 1 3 THIN/WEAK TO BE REMOVED Development Strategists 3 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT. 1 3 THIN/WEAK TO BE REMOVED 4 THUJA NIGRA DARK AMERICAN ARBORVITAE 22'HT. 2 2 THINNED OUT/SHADED(+/-11 PCS TBD Agawam Studio 5 THUJA PLICATA'GREEN GIANT GREEN GIANT ARBORVITAE 5'HT. 1 1 +/-22PCS TBD 38 Nugent Street 6 QUERCUS STELLATA POST OAK 26"CAL 50,HT. 4 1 TBD Suite B 7 TILIAAMERICANA AMERICAN LINDEN 4"CAL 25'HT. 2 1 TBD Southampton, NY 11968 1 �1 8 THUJA NIGRA DARK AMERICAN ARBORVITAE 22'HT. 2 2 THINNED OUT/SHADED +/-4 PCs) TBD (631) 283-1131 (office) 9 CARYA SP. HICKORY 35'HT. 3 1 TBD (631) 283-6677 (fax) 10 THUJA NIGRA DARK AMERICAN ARBORVITAE 22,HT. 2 2 THINNED OUT/SHADED(+/-29 PCS) TBD info@araiysdesign.com C� 11 FAGUS SYLVATICA EUROPEAN BEECH 15"CAL 50'HT. 4 1 TO BE REMOVED 12 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12"CAL 45'HT. 4 1 TO BE REMOVED h� 13 CARPINUS CAROLINIANA AMERICAN HORNBEAM 20"CAL 35'HT. 1 1 TO BE REMOVED �c 14 QUERCUS MACROCARPA BUR OAK 30"CAL 50,HT, 4 1 TO BE REMOVED l 15 QUERCUS MACROCARPA BUR OAK 24"CAL. 50'HT, 2 1 TO BE REMOVED 16 ACER PALMATUM JAPANESE MAPLE 4"CAL 25'HT. 2 1 ` AU CONJ""' EASTERN RED BUD 4"CAL 20'HT LWE 1929 17 CERCIS CANADENSIS DOUBLE TRUNK;RED LEAF TBD . 2 1 TBD NGVD 18 ACER PALMATUM JAPANESE MAPLE 6"CAL 25,HT. 2 1 RED LEAF TBD 19 QUERCUSALBA WHITE OAK 19"CAL 50'HT. 4 1 TO BE REMOVED 20 QUERCUS MACROCARPA BUR OAK 26"CAL 50'HT. 4 1 TO BE REMOVED 21 QUERCUS MACROCARPA BUR OAK 24"CAL. 50'HT. 4 1 TO BE REMOVED 22 QUERCUS MACROCARPA BUR OAK 24"CAL. 50,HT. 4 1 TBD \ (10} 23 MALUS SP. CRABAPPLE 7"CAL. 35,HT. 2 1 2 TO BE REMOVED 24 PRUNUS SP. CHERRY 4"CAL 10'HT. 1 1 TBD \ I I 25 MORUSALBA WHITE MULBERRY 6"CAL 20'HT. 2 2 TBD 26 JUNIPERUS VIRGINIANA EASTER RED CEDAR 4"CAL 25,HT. 2 2 TBD oh 27 JUNIPERUS VIRGINIANA EASTER N RED CEDAR 6"CAL 30'HT. 2 3 MOSTLY DEAD TBD Q 28 QUERCUS MACROCARPA BUR OAK 24"CAL, 50'HT. 4 1 TBD C; _ �� I 29 QUERCUS VELUTINA BLACK OAK 32"CAL 50'HT. 4 1 TBD c I 30 PRUNUS SEROTINA BLACK CHERRY 4"CAL 30'HT. 2 1 LEANING TBD tZ L 31 UKNOWN UNKNOWN 2"CAL 1 1 4 DEAD TREE TBD G32 CARPINUS CAROLIMANA AMERICAN LINDEN 18 CAL 451 HT. 4 1 TO BE REMOVED 34 QUERCUSALBA WHITE OAK 40"CAL 50,HT. 4 1 TBD i 0 � 35 QUERCUS MACROCARPA BUR OAK 16"CAL. 50'HT. 4 1 TO BE REMOVED O t-I 36 PRUNUS SERRULATA ORNAMENTAL CHERRY 3"CAL. 20,HT. 2 1 TBD O C P (06 I I 37 PRUNUS SEROTINA BLACK CHERRY 2"CAL 8'HT. 1 1 TBD 38 PRUNUS SERRULATA ORNAMENTAL CHERRY 2.5"CAL 18,HT. 2 1 TO BE REMOVED 39 PRUNUS SEROTINA BLACK CHERRY 8'HT. 1 1 TO BE REMOVED 40 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 2"CAL 20'HT. 2 4 TO BE REMOVED 41 PRUNUS SP. CHERRY 8"CAL 45`HT. 4 1 DOUBLE TRUNK TBD 42 PRUNUS SP. CHERRY 15'HT. 1 1 TBD O I 43 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 1"CAL 11'HT. 1 4 DEAD TREE TBD O i ` 44 PRUNUS SEROTINA BLACK CHERRY 3.5"CAL 18'HT. 2 1 TBD U) HIGH WATER MARK ON OCTOBER 10, I 45 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 1"CAL 10,HT. 1 4 DEAD TREE TBD U3 2022 / ` 46 QUERCUSALBA WHITE OAK 13"CAL 50,HT. 4 1 TBD 47 PRUNUS SP. CHERRY 3"CAL, 30,HT. 1 1 TBD O PILE - I 48 SASSAFRAS ALBIDUM SASSAFRAS 12"CAL 45,HT. 3 1 TBD Q 49 PRUNUS SP, CHERRY 2"CAL 25,HT. 2 2 TBD I ' I 50 SASSAFRAS ALBIDUM SASSAFRAS 12"CAL 45'HT. 3 1 TBD 51 SASSAFRAS ALBIDUM SASSAFRAS 12"CAL 3 4 DEAD TREE TBD APPROXIMATE EDGE OF 52 QUERCUS SP. OAK 16"CAL. 2 4 DEAD TREE TBD FLOATING WOOD DOCK WETLANDS w B. / 53 PRUNUS SP. CHERRY 2"CAL 25'HT. 2 1 TBD I 54 SASSAFRAS ALBIDUM SASSAFRAS 5"CAL 1 4 DEAD TREE TBD m ' / 55 SASSAFRAS ALBIDUM SASSAFRAS 45,HT. 3 1 TBD �0 56 SASSAFRAS ALBIDUM SASSAFRAS 5"CAL 30'HT. 2 1 TBD I __ ` 57 SASSAFRAS ALBIDUM SASSAFRAS 8"CAL 30,HT. 2 1 TBD PILE--�� LO - / ` 58 CARYA SP. HICKORY 8"CAL 45,HT. 3 1 TBD _ METAL RAMP cfl 59 SASSAFRAS ALBIDUM SASSAFRAS 7"CAL. 35,HT. 3 2 TO BE REMOVED O Z 60 SASSAFRAS ALBIDUM SASSAFRAS 6"CAL 35,HT. 3 1 TO BE REMOVED FLA 1 ' nOW Or fiUrmerly• 61 ACER SP. MAPLE I 3"CAL. 25"HT. 2 1 TO BE REMOVED J ,FRAMER 62 SASSAFRAS ALBIDUM SASSAFRAS 6"CAL 35'HT. 3 1 TO BE REMOVED z S[E�IEN 63 SASSAFRAS ALBIDUM SASSAFRAS 11"CAL 40,HT. 3 2 TO BE REMOVED CD a S 0AW�I RYAN 64 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7"CAL. 40'HT. 3 2 TO BE REMOVED N S 65 SASSAFRAS ALBIDUM SASSAFRAS 7"CAL. 40,HT. 3 2 TO BE REMOVED o cOn FIXED WOOD DOCK WITH THROUGH FLOW N 7102^'0411 E ' ' I 5� 66 QUERCUS PALUSTRIS PIN OAK 15"CAL 45'HT. 3 1 TO BE REMOVED DECKING lh7 N / 0� 67 QUERCUS PALUSTRIS PIN OAK 12"CAL 45,HT, 3 1 TO BE REMOVED '-'-' \ 68 CARYA SP. HICKORY 12,HT. 1 1 TO BE REMOVED \ 1 g 33 �2• I S 14 X .� FRPME 69 CARYA SP. HICKORY 6"CAL 45'HT. 3 1 TO BE REMOVED z O LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY I h / W ` S(OR 70 CARYA SP. HICKORY G 12'HT. 1 1 TO BE REMOVED > EN CONSULTANTS ON 2022 �' 2 71 CARYA SP. HICKORY 6"CAL 45'HT. 3 1 TO BE REMOVED THE LINE ALONG APPARENT HIGH WATER MARK ` 72 SASSAFRAS ALBIDUM SASSAFRAS 14''CAL 50'HT. 3 1 TBD O / / 73 CARYA SP, HICKORY 4"CAL 30,HT. 3 1 TBD CD- \ HIGH WATER MARK ON OCTOBER 10,2022 Ord , h 74 CARYA SP. HICKORY 4"CAL 30'HT. 3 1 TBD / 75 SASSAFRAS ALBIDUM SASSAFRAS 3.5 76 "CAL 25,HT. 2 1 TBD CDO CARYASP. HICKORY 3.5"CAL 30,HT. 2 1 TBD GjCIO � � I 77 SASSAFRAS SASSAFRAS 3.5"CAL 30'HT, 2 1 TBD S 2415105" E / VINYL FENCE 78 CARYA SP. HICKORY 4"CAL 35,HT. 3 1 TBD 79 ACERSP. MAPLE 1"CAL 20'HT, 2 1 TBD FLAG 11 _ _ 96.63' / 3'1 ' I 80 CARYA SP. HICKORY 15"CAL 50'HT. 4 1 TO BE REMOVED _ 81 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12'HT. 1 4 DEAD TREE TO BE REMOVED >19 ♦ L G 3 S? 82 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12"CAL 40'HT. 3 1 TO BE REMOVED O 9F/FC B 1 7) 11.�� \ 4 1 W00 D \ �`� 83 LAGERSTROEMIA 1NDICA CRAPE MYRTLE = 20'HT. 2 1 MULTI STEMMED TBD I \ 84 IAGERSTROEMIA INDICA CRAPE MYRTLE 20'HT. 2 1 MULTI-STEMMED TBD -CiZONFX \\ X ' \ \\ ' 85 LAGERS TROEMIA INDICA GRAPE MYRTLE 20,HT. 2 1 MULTI-STEMMED TBD A o 86 CERCIS CANADENSIS EASTERN RED BUD 4"CAL 25,HT. 2 1 MULTI-STEMMED TBD ' ^ o � ` h 87 QUERCUS SP. OAK J O \ \ ^ 24"CAL. 50'HT. 3 1 TBD u J o O +C R4 \ I 88 THUJA PLICATA'GREEN GIANT GREEN GIANT ARBORVITAE 18'HT. 1 2 1 1 (+!)5 PCS TRANSPLANT NATUI,RALA' EA \ SHRUBS o o _ G 4 \ \ \` 2 I 89 ELEAGNUS UMBELLATA AUTUMN OLIVE 12,HT.X 5'W 1 1 TO BE REMOVED v o F 90 ILEXAQUIFOLIUM'DRAGON LADY DRAGON LADY HOLLY T 91 UKNOWN UKNOWN 1 �� 11 51 6'HT. 1 1 TO BE REMOVED G � FL G 6 `` (( LAG 24 ' 25• 6 3"CAL. 15'HT. 1 2 TO BE REMOVED z N FLAG 9 `\ \ \ .`93 94', 95 l 96 LAG 7 13 FLA q � ` i. o WIRE FENCE ", \ \ \ ® 92 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 6'HT.X 5'W 1 1 TBD p F— O 92 \ \ \• 27 EXISTING EDGE OF 93 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5'HT.X 3'W 1 1 TBD O \\, \ 94 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5.5 HT.X 3'W 1 1 TBD CLEARING 9T ` \ 9+ 95 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH _ 5.5'HT.X 2'W 1 1 TBD 96 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5.5'HT.X 3'W 1 1 TBD CD 10 CONTOUR LINE 1929 NGVD —� �S,Q„� O STONE 25A"FAN oo ` IRREGULAR WIRE FENCE 97 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 6'HT X 5'W 1 1 TBD 7 CD (10} 9 AFT X\ \ 98 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH _ 6'HT.X 6'W 1 1 TBD L �N�s i �� \ 16• 99 EUONYMUS SP, EUONYMUS 12'HT.X 5'W 1 1 TO BE REMOVED O l0 \ 100 TAXUS SP, YEW 15,HT.X T W 1 1 MULTI-STEMMED TBD 7 101 TAXUS SP. YEW _ 15'HT.X 10'W 1 1 MULTI STEMMED TBD 102 ILEX SP, JAPANESE HOLLY 12'HT. 1 1 TBD 928 1 1 TBD A PRINCIPAL SETBACK \ / 103 ILEX SP. JAPANESE HOLLY 9'HT. Q �9o2j F `tiTOU9 22 y 10 l 8� I 0 104 ILO(SP. JAPANESE HOLLY 12'HT. 1 1 TBD L f5 6>X _ Z •`'�1• NHS 30 � 105 TAXUS SP. YEW 16'HT. 1 1 TO BE REMOVED C > y✓U;, A ♦ 67 PORCH 99 �y�(�P 31 �1 .5� 106 ELEAGNUS UMBELLATA AUTUMN OLIVE - 8'HT.X 5'W 1 1 TBD BASIN F 107 PIERIS JAPONICA'SILVER FLAMP VARIEGATED ANDROMEDA +/ 3 PCS TO BE REMOVED U ' BRICKS l � TIE& cn Q) JS� A'� rLj ' EXISTING EDGE ' ♦ 'Ile (i2 \ OV TIE F &BRICK H 2 X 1�_I P �6l ho 06, L.LJ CZ ♦ 107 s._A S S } \, (D Q �'F �„ z' 1 F1 ! A 36•\, � A VINYL A 1 , ♦O�GLFT 5,4) 3 34 3l 40 103 FENCE / Seal: AND Q B r _ �1 o� 3 l .� vo 1a cow ► \ w or fors U , , ( g0 1 now Now — 7� / 38` gg 18 1 �22 / no 47 \ } S SUSAN 4s O ROW OF ;; L__. V ° `� �d TREES r-:r.'- ooDPs 81 , \ \ 50 EXISTING CONDITIONS LEGEND : D. 51 0 �22-. � EXISTING PROPERTY LINE �� ' o U- p Y 35 1 m OCK CURB HECESSPOOLSy ° �' 20 ELG1A gL • J � X EXISTING CONCRETE MONUMENT El CM J 21 L❑ (, ,4.6� 1 (� f� EXISTING WETLAND BOUNDARY /`JB " - - - — — — �, VS z \ v p 10 CONTOUR LINE 1929 NGVD — a �' 14 o p®®� H 9 10 91 + d 4.1� 7 POL 22.4) \ 64 \ EXISTING CONTOUR TEST HOLE a` ti 8. G �` 14 q �! 2 \ X $ EXISTING CONTOUR 5' INTERVAL --(10) STEVEN G. NIERODA R.L.A. Q 16.31 ° (161 �. �` M:13.�� 15•�� X 15. EXISTING SPOT ELEVATION x ( .4) EXISTING HIGH WATER MARK 10/10/2022 N.Y.S. LIC. NO 2308 � �� '� � 69 . � \ 66 �.,\ `\ �o`` EXISTING EDGE OF CLEARING — • • — — — s a9 DW,/ �W ,$ \, `, \ \ 59 �o� _ ° Revisions RINCIPAL Sr �i CD) „n i1 _ CK WALE �+ \ \ °p No. Date Description -� �' \ 25'-0"FROM WETLANDS Q _ _ °°�Q x TW 1 • • a X�16.51 \, 105 \ \ WETLAND SETBACKS — — — — O l20} _? \, e0 0"FROM WETLANDS— /21 PRELIMINARY MINARY REVIEW 1 07 /2023 v7 (� 2 07/18/2024 FOR REVIEW ° ��18.5�1 "'��'�I ° 75'-ol FROM WETLANDS 74 �__.. r 6 Q I''" 4 v � T5� 3 08/01/2024 FOR SUBMISSION 100-0 FROM WETLANDS— 4 10/29/2024 REVISED FOR SUBMISSION 5 11/06/2024 ISSUE FOR TRUSTEES os ` EXISTING TREE © ® 6 12/17/2024 ISSUE FGITTRUS717179 \ 1 S 15 3J 0 SUBMISSION CD z � -__ — -- �•�, _ __ ---- --- � �2 �2�'` :;/ Gov - ' �2d'�, ° 16 • r a5 • • an ' EXISTING WETLAND AREA ' a � q �21.5�X WATER E NE E . 1T X�20.9� ° h, y, 7 ° ` - EXISTING WOODED AREA ,? PRIVEZHEDG .2\ PRI � V 5 ; �21 1 X PRIVET HEDGE ° D Job No. N NOTES: 230605 r J ` ° 4 4 y - 1 � V , �° �Z1 ) 22 1 • S C T.M. # 1000-123 03-2.1 Date EDGE OF PAVEMENT ° o p "", D THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 N 30 3010 W ° a � o � �� ° p A SURVEY PREPARED BY NATHAN Scale Y X N 29013'10" W 104.52' POLE p _. 105.36 p �\ EXISTING CONDITIONS PLAN . TAFT CORWIN III LAND SURVEYOR,P.C. 1 =162gl NYT#11 2 -P.O.BOX 16.JAMESPORT, N.Y.,LAST ° �23•1�X o a X 23.71 REVISED ON 10/06/2023. v SCALE. 1 = 16 -0 GV ° SOIL TEST HOLE DATA PREPARED Chkd.By SGN 0 8' 16' 32' 64' BY:MCDONALD GEOSCIENCE ON a A R R A T 0 0 K A R O A D 9/9/2022 Drawing No , • ZONE: R-40 3 • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY,THIS PLAN IS NOT TO BE USED FOR L ■ o SCALE: 1"= 16'-0" CONSTRUCTION PURPOSES. • AREA = 58,310 S.F. 1.339 ACRES FLA 1 � now ®r erly" 12/17/2024 - ISSUE FOR TRUSTEES SUBMISSION - NOTE : NOT FOR CONSTRU ION . i i form z EVEN KRAMER z a o I yN o z DA „ E ' ru � � ARAIYS DESIGN FIXED WOOD DOCK WITH THROUGH FLOW \�' °26tO4 LANDSCAPE N71 z I DEMOLITION/MOBILIZATION PLAN LEGEND : DECKING 33t I / I 4 }x ARCHITECTURE N A$ � 2 _ EXISTING PROPERTY LINE �••� Landscape Architects LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY �/ ®�� EXISTING CONCRETE MONUMENT CM Site Planners S� EXISTING WETLAND BOUNDARY — —� — Development Strategists EN-CONSULTANTS ON 2022 A `� I Z tuio 10' CONTOUR LINE 1929 NGVD — — — — — — — 38gNugenawam sst�reet THE LINE ALONG APPARENT HIGH WATER MARK ` EXISTING CONTOUR Suite B Southampton, NY 11968 I I EXISTING CONTOUR 5' INTERVAL — — — — — ` HIGH WATER MARK ON OCTOBER 10, 2022 OnJ — _t D (631) 283- 6 (office) EXISTING SPOT ELEVATION x (7.4) info@)araiysdes gnfco)m ° SO EXISTING HIGH WATER MARK 10/10/2022 EXISTING EDGE OF CLEARING ° _ I VINYL FENCE 25'-0"FROM WETLANDS- I WETLAND SETBACKS �� •�} \ \ / f 50'-0"FROM WETLANDS FLAG 1 96.63' •� ' I 75'-0"FROM WETLANDS — may( 21"0"FROM WETLANDS Z°*F�F ♦ �F — ,WOODED 6/ _ - `'� I I EXISTING TREES 441 0 TL A I NI EXISTING WETLAND AREA { NAA�RAL A EA \\ I EXISTING WOODED AREA \ o '�� $ v P AG 4 \, yt, �`� \�� 1��-� �� `� EXISTING HOUSE TO BE CL) ,-� F G$ \ G 24 25 6 OUTLINE OIF PROPOSED STRUCTURES&DRIVEWAY c� F`AG g L�, g3 g4 g5 96 LAG 7 FLA 4 LA Q� i 1 5 REMOVED --------------------------- WIRE FENCE PROPOSED EROSION CONTROL MEASURES o EXISTING EDGE OF /; \. A _ _ EXISTING TREES AND SITE LIGHTING REMOVALS I� I� o ` \ - CLEARING g7 \ `` 98 ` + r \ 10' CONTOUR LINE 1929 NGVD EXISTING TREES TO BE TRANSPLANTED Q STONE - — _____ -- , CDL2 - oo IRREGULAR WIRE FENCE PROPOSED SILT FENCE (TYP.) ` rg CD wool TREE PROTECTION 29N Q \ l o � PROPOSED TREE PROTECTION OS X ` 67 PORC M`�� `' \ ` 31 �1 } EXISTING GARAGE TO BE /" � FENCE (TYP.) 12� , —� > D } � 5} EX.CA�GH BASIN �` REMOVED 4 / 5�� \ } i CD C 2} o &BRICK S1 \ 102 Q I SIE — loll \` X OUTLINE OF PROPOSED — (1O �� ;`N I STRUCTURES AND DRIVEWAY 0 3 \ �, CD S o �� }; _ 7�5.B) of , e EXISTING EDGE j (TYP.) ` -�12� \ \ 6 1 GLEA 41 Q} — FT (1 4, E ' , -__ ___ -�pR .� ,, 42 16 � q S K `.. � ' � 2� ti � gRIC W Cz 1 E ( } �' FRAME K��FD��oM 43 l 44 / Off, - ® OV r 11E&gRIC 15 0 / _. _ _ _ _ _ _ _ _ _ _ N� Lu 32 00 1 �, 1 EXISTING TREES TO BE — '� � � �- ;� 4 20) o -o TRANSPLANTED � _ I � L — � \ \ M � 0 - - =� ICK P A I D ® 6 \ 1 = �NO' �FNow ' 4 i VINYL CD C� CD �� (16� 5.4} - L - - - - - - - - — 47 3 37 40 — — - - - - FENCE /?/ �. (-- ` �— `t 1, ` / o F� 1 > �3 } 1 .► v k CD q � � � co � \ r \ a �O I ► NGVD 10 -� S 192g ( HOC ' 90 _ ,... . • 38 39 �/ ' ROW OF I � ICK _ I ��_. PS I • z r 8 Q TREES ` I \ — �-� \ } 00D O Z �' OUTLINE OF PROPOSED I 2� — v j I 56 !� 1 - I 4 \ O 5 woo � STRUCTURES AND � � ° _ — _ — _ � � ` � � � � ./— — — 5 U �22 } o �— DRIVEWAY (TYP.) I _. i/ HFND g1� ,K, ° a a- - =`1 ,';. \ 52� p 3 Q o Q 5 I ' D 2� E�GIA g�GGK GU / I O LLJ _ _ I " O 1 r , 7 . f o 1 R GE4 Q g � � 67 ` o � Q \ CD n CD I L — — — .� I t .8 i E� .4 2 •3 _ \ - - - - ' 1 1 , � Seal: Q � ( � �� " � n �:�'GcT � CA 67T / _ 1 4 1% h� Q \ \ a o I w I o 3 — Q 7 ,^> / L STEVEN G. NIERODA R.L.A. 1 Q - a _ _ — — — — — — — — o N.Y.S. LIC. NO 2308 CZ) 1 Q � _CDN I < A s106 Revisions 2n / W 'azi 3• } No. Date Description o 1 07/21/2023 PRELIMINARY REVIEW U ?• ..*f 4 / - � - 2 07/18/2024 FOR REVIEW ' W1RE FENCE �® �} d z7 16 r d A 3 08/01/2024 FOR SUBMISSION GARDEN 4 10/29/2024 REVISED FOR SUBMISSION /85 84 B 5 11/06/2024 ISSUE FOR TRUSTEES • AROUND a 18 � G = FORIKUSILES � � d y s '" )= WATER METE . 17 �` ` Q.Q} O d ii 2� •Q} / `L X 2� �} p 6 12/17/2024 / \ 4 -� HEDGE pRIVE1 HE E � DGE 5 pRiVE Z� 2 / V PRIVET HE d 5}vaa O p 7 r EDGE OF PAVEMENT Job No. �2 D �22.5� Do �22• o .4} D D r' 22• t } - NOTES, 230605 G p i n D o ' D �} i D p J� S.C.T.M. # 1000-123-03-2.1 Date N 29°13'10" W D 104.52' N 3 10 W POLE 10 .36 L 0 22 } D NYT#11-2 c ° 06/05/2023 �I THIS PLAN HAS BEEN PREPARED FROM D D X ( 9 ® D p A SURVEY PREPARED BY NATHAN Scale DEMOLITION & MOBILIZATION PLAN TAFT CORWIN III LAND SURVEYOR, P.C. 1" =10' IR a o • -P.O.BOX 16,JAMESPORT, N.Y.,LAST �i b p ( I I i n Drn.By b \� 'I/O\ X \�3 �} SCALE: 1 = 10 -0 REVISED ON 10/06/2023. GV Chkd.By • SOIL TEST HOLE DATA PREPARED SGN 0 5' 10' 20' 40' BY:MCDONALD GEOSCIENCE ON o EXISTING DRIVEWAY AND 9/9/2022 Drawing No. CURB--CUTS TO BE REMOVED _ OUTLINE OF PROPOSED ZONE: R-40 M D STRUCTURES AND THIS PLAN HAS BEEN PREPARED FOR DRIVEWAY (TYP.) SITE PLAN APPROVAL ONLY.THIS PLAN o IS NOT TO BE USED FOR L2 . 0 Y 0 CONSTRUCTION PURPOSES. SCALE: 1"= 10'-0" • AREA= 58,310 S.F. 1.339 ACRES 1211712024 - ISSUE FOR TRUSTEES SUBMISSION - NOTE: NOT FOR CONSTRUCTION . /ARAIYS DESIGN LANDSCAPE ARCHITECTURE Landscape Architects Site Planners Development Strategists POSTS-STEEL,T OR U SHAPE TYPE OR 2"HARDWOOD Agawam Studio 38 Nugent Street Suite B FENCE-WOVEN WIRE 14.5 GAUGE 6"MAX.MESH OPENING Southampton, NY 11968 (631) 283-1131 (office) FILTER CLOTH-MIRAFI 140N OR APPROVED EQUAL (631) 283-6677 (fax) info@araiysdesIgn.com 36"MIN.FENCE POST z o z iE � � o � T J UNDISTURBED GROUND FLOW SILT FENCE NOTES: r— COMPACTED BACKFILL 1. WOVEN WIRE FENCE(MIN.14 1/2 GAUGE MAX.6"MESH SPACING)WITH FILTER 6"X6"TRENCH CLOTH OVER FENCE. BOUND STRAW 2, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES EMBED FILTER CLOTH BALES SPACED EVERY 24"AT TOP AND MID SECTION. 6"MIN.INTO GROUND D U n 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FLOW Q ln�l STRAW BALE INLET PROTECTION NOTES: _1 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED NOTES: TWO REBARS,STEEL PICKETS,OR 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND 2"x2"STAKES DRIVEN 2'INTO � � WHEN"BULGES"DEVELOP IN THE SILT FENCE. � ;; ., CD) WOVEN WIRE FENCE SECTION �'. 1 4'VERTICAL FACE -� SYMBOL (MIN.141/2 GAUGE MAX. IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. GROUND.FIRST STAKE DRIVEN AT L7 6"MESH SPACING. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES AND ANGLE TOWARDS PREVIOUSLY BEDDING DETAIL POSTS(TYP.) 36"MIN.FENCE POSTS. PLACED SO THE BINDINGS ARE HORIZONTAL. LAID STRAW BALE.DRIVE STAKES j, 10'MAX CENTER TO CENTER DRIVEN 16"MIN.INTO THE GROUND 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR FLUSH WITH TOP OF BALE RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE , n, Q SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO n 0 FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE n t BALE. O z 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE ANGLE FIRST STAKE TOWARD MADE PROMPTLY AS NEEDED. PREVIOUSLY LAID BALE LT ENC 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO tt : AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. Flow •`® ' (D 6"PENETRATION INTO GROUND Y � TREE PROTECTION FENCING SHALL BE 4' MINIMUM MESH (SEE SECTION) FENCING MOUNTED ON VERTICAL PIPES DRIVEN 2 FEET INTO ELEVATION THE GROUND LOCATE AS SHOWN ON PLANS. TREE PROTECTION FENCE TO EXTEND TO DRIPLINE OF TREES TO ANCHORING DETAIL REMAIN' SILT FENCE DETAIL • TREE PROTECTION FENCE TO TIE INTO CONSTRUCTION FENCE WHERE PRACTICAL STRAW BALE DIKE DETAIL oCD a V) c� E_ TREE PROTECTION FENCE DETAIL SILT FENCE DETAIL STRAW BALE DIKE DETAIL CD `— 1 (:2 3 � z o N.T.S. N.T.S. N.T.S. CD O O Q CONSTRUCTION METHODOLOGY ry� 0 Q Q • CONTRACTOR TO FOLLOW "CONSTRUCTION METHODOLOGY' ON SHEET L2.0 BY ARAIYS DESIGN DURING ENTIRE PHASE OF CONSTRUCTION. CD o • THE EROSION CONTROL FENCING WILL BE LOCATED AND INSTALLED BY THE CONTRACTOR PER PLANS AND SPECS, EROSION CONTROL MEASURES TO BE INSPECTED AND APPROVED BY THE TOWN C0 o CD BUILDING INSPECTOR PRIOR TO COMMENCEMENT OF SITE WORK. T %. o a M • ONCE A BUILDING PERMIT IS ISSUED, THE CONSTRUCTION ENTRANCE MUST BE ESTABLISHED AND EROSION CONTROL MEASURES INSTALLED. • ONCE THE CONSTRUCTION ENTRANCE IS ESTABLISHED AND SILTATION FENCE AND HAY BALES INSTALLED, THE DEMOLITION AND SITE WORK CAN COMMENCE. C!) a 0 z w I • ONCE SITE WORK HAS COMMENCED, WEEKLY INSPECTIONS OF THE INSTALLED SILTATION FENCE AND HAY BALES WILL BEGIN. AREAS ADJACENT TO THE SURROUNDING WETLANDS AND MEADOW LANE z O O WILL BE OF THE MOST IMPORTANCE O F__ N dS Q • THE INSTALLED CONSTRUCTION ENTRANCE MUST BE UTILIZED BY ALL VEHICLES ENTERING AND EXITING THE SITE AND SHALL BE MAINTAINED AND INSPECTED ON A WEEKLY BASIS. O J C/) J m 00 • DEMOLISH EXISTING HOUSE AND REMOVE DEBRIS FROM SITE. w O Q V) r w Q Q • DEMOLISH AND REMOVE PORTIONS OF EXISTING DRIVEWAY NOT USED FOR CONSTRUCTION ACCESS AND STAGING. EXISTING DRIVEWAY MATERIAL MAYBE USED FOR BASE COURSE OF CONSTRUCTION 0 ENTRANCE.CD � Q co CD • THE DEMOLITION OF THE BUILDING ALONG WITH THE CLEARING OF EXISTING TREES AND SHRUBBERY FOR THE PROPOSED DRIVEWAY CAN OCCUR CONCURRENTLY. REFER TO ARCHITECT DRAWINGS CD FOR BUILDING AND FOUNDATION DEMOLITION. PROTECTION OF EXISTING WETLAND MUST OCCUR AT ALL TIMES DURING CLEARING AND CONSTRUCTION. AT NO TIME SHALL ANY MATERIAL STORAGE seal: CIO OR VEHICLES BE LEFT ADJACENT TO WETLANDS. Cz X�EGT • ALL CLEARING SHALL TAKE PLACE WITHIN THE EROSION CONTROL LIMITS TO PREVENT DAMAGE TO THE SURROUNDING WETLANDS. � 0 �; • UPON COMPLETION OF CLEARING OF PROPOSED DRIVEWAY ENTRANCE, THE ENTRANCE SHALL BE BLOCKED OFF TO PREVENT ANY MACHINERY OR VEHICLES TO USE AS ACCESS WAY. AT NO TIME SHALL R o VEHICLES AND CONSTRUCTION EQUIPMENT USE ANY DRIVEWAY LOCATION AS ACCESS WITHOUT THE EXISTENCE OF A SUB-BASE WHICH WILL BE RECYCLED FROM EXISTING DRIVEWAY. EXISTING L'� DRIVEWAY TO REMAIN AS ACCESS WAY TO CONSTRUCTION SITE UNTIL NEW DRIVEWAY IS CONSTRUCTED. AT THIS TIME, THE EXISTING DRIVEWAY SHALL BE BLOCKED FROM FURTHER USE AS ACCESS. • UPON COMPLETION OF CLEARING, GRADING SHALL COMMENCE. c� STEVEN G. NIERODA R.L.A. • CONSTRUCTION OF RETAINING WALLS FOR SANITARY SYSTEM SHALL OCCUR CONCURRENTLY WITH GRADING AND FILL. N.Y.S. Llc. No 2308 Revisions No. Date Description Q • UPON THE COMPLETION OF GRADING AND NEW DRIVEWAY CONSTRUCTION, FINAL CONSTRUCTION AND LANDSCAPE INSTALLATIONS SHALL TAKE PLACE. 1 07/21/2023 PRELIMINARY REVIEW 0 U 2 07/18/2024 FOR REVIEW • UPON COMPLETION OF ALL BUILDING CONSTRUCTION AND LANDSCAPE INSTALLATIONS AND THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY BY THE VILLAGE, THE PROJECT LIMITING FENCE WILL 3 08/01/2024 FOR SUBMISSION 4 10/29/2024 REVISED FOR SUBMISSION BE REMOVED. 5 11/06/2024 ISSUE FOR TRUSTEES 6 12/17/2024 • ISSUE FOR TRUSTEES-- MINIMIZE CONSTRUCTION PARKING ON NEARBY NEIGHBORHOOD STREETS. CONFORM TO LAWS OF TOWN OF SOUTHOLD SUBMISSION • ENTRANCE TO STAGING AREA TO BE ROUTINELY SWEPT CLEAN OF DEBRIS AND MUD. 0 N N Job No. NOTES: 230605 CONSTRUCTION METHODOLOGY NOTES • S.C.T.M. # 1000-123-03-2.1 Date 4 • THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 N.T.S. A SURVEY PREPARED BY NATHAN Scale TAFT CORWIN III LAND SURVEYOR, P.C. v =10' o • -P.O.BOX 16,JAMESPORT, N.Y.,LAST REVISED ON 10/06/2023. Drn.By GV • SOIL TEST HOLE DATA PREPARED Chkd.By SGN R BY:MCDONALD GEOSCIENCE ON CD 9/9/2022 Drawing No. • ZONE: R-40 3 0 • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN IS NOT TO BE USED FOR L2 . 1 Y CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES - NOTE : NOT FOR CONSTR TION .12/17/2024 ISSUE FOR TRUSTEES SUBMISSION � I or �orm J oCD C-D now sTEVEN L1J /ARAIYS DESIGN 4 O ®A N SITE PLAN LEGEND : LANDSCAPE ' . FIXED WOOD DOCK WITH THROUGH FLOW N 7�°2604t, E z' I ARCHITECTURE DECKING 33t I ,� N / �4 �X \.\® Landscape EXISTING PROPERTY LINE e Architects EXISTING CONCRETE MONUMENT CIA Development Planners CID LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGE D BY \Z I / z EXISTING VEGETATION TO REMAIN ��( FOP EXISTING WETLAND BOUNDARY Development Strategists rj�® Agawam Studio — — — — — — — 38 Nugent je Street EN-CONSULTANTS ON 2022 2 10'CONTOUR LINE 1929 NGVD -� THE LINE ALONG APPARENT HIGH WATER MARK EXISTING CONTOUR — Southampton, NY 11968 -� EXISTING CONTOUR 5'INTERVAL — — — — — — —t,o (631) 283-1131 (office) EXISTING SPOT ELEVATION x i7.4) info@)a a I y s d e s i gnfcom \ HIGH WATER MARK ON OCTOBER 10, 2022 '103 �`, ' I h EXISTING HIGH WATER MARK 10/10/2022 — — ' ' —• • — /�\�� EXISTING EDGE OF CLEARING \ \ 25"0"FROM WETLANDS C'J WETLAND SETBACKS — - - — \ ` ^°� t VINYL FENCE 50'0"FROM WETLANDS J — p\ 4 5 05'f E I 1 p ! ^/� 75'41 FROM WETLANDS— FLAG 1 1 J 9 6.N f'-0"FROM WETLANDS— o IONFq ( L G 3 EXISTING TREESye o F(FZ \A . (A 3) WOO D �`� . zo 6J 4 � � I � , a= TL A o EXISTING TREE TO EXISTING WETLAND AREA REMAIN (TYP.) EXISTING VEGETATION ALA 3 I TO REMAIN ' '\ `� \ EXISTING WOODED AREA � ` 1 _ NATURAL AREA \ \� `, oFLA \ ` PROPOSED;SPOT ELEVATION 8,36 + .� EXISTING EDGE G g OF CLEARING FL G$ �v y 4 �I PROPOSED CONTOUR � '— � � � FL � `, y g3 4 5 � �' FLA 4 �� ` - I �, o WIRE FENCE N PROPOSED EDGE OF CLEARING -- ____-__ PROPOSED GRAVEL DRIVEWAY CD 10' CONTOUR LINE 1929 NGVD 2 2S �„ :. E - ___ + + r IRREGULAR WIRE FENCE °° o� ° N ? 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Date Description Q C — _ — i 1 07/21/2023 PRELIMINARY REVIEW (SEE DRAWINGS ROPOSED RAILING _ U _ _E1 Lt 11 2 07/18/2024 FOR REVIEW � BY OTHERS ROPOSED STAIRCASE -- _ 3 08,01/2024 FOR SUBMISSION � ___ 4 10/29/2024 REVISED FOR SUBMISSION ' � '�� 5 11/06/2024 ISSUE FOR TRUSTEES ROPOSED POOL TERRACE - --S -HOUSE HOUSE 6 12/17/2024 ROPOSED 30" HT. RAILING ' y FFE 16.0 ROPOSED POOL I Volvo (SEE DRAWINGS 1- 3 _15. - i o 15.0+1 A I 230605 60 NOTES: S.C.T.M.# 1000 123 03 2.1 Date , __ _ _ =_ 06/05/2023 _ THIS PLAN HAS BEEN PREPARED FROM __ A SURVEY PREPARED BY NATHAN Scale 10.0 _ I _ TAFT CORWIN III LAN 1" =1 D SURVEYOR P.C. 0 .BOX 16,JAMESPORT,N.Y.,LAST REVISED ON 10/06/2023. D .By GV • SOIL TEST HOLE DATA PREPARED Chkd.By SGN BY:MCDONALD GEOSCIENCE ON o 9/9/2022 Drawing No. �I • ZONE: R-40 3 0 O CROSS SECTION THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY,THIS PLAN 2 IS NOT TO BE USED FOR L3 . o SCALE- = 1 —�I 1 CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES PILE L I 12/17/2024 - ISSUE FOR TRUSTEES SUBMISSION - NOTE : NOT FOR CONSTRUCTION . 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NIERODA R.L.A. FFE 16.0 0 - \yI I -- _ , '. •�� `, r�l N.Y.S. Revisions 2308 No. Date Description TREES WITHIN 1 00' OF WETLAND SETBACK: 1 07/21/2023 PRELIMINARY REVIEW 2 07/18/2024 FOR REVIEW `-' QTY TREES TO BE REMOVED= 5 3 08/01/2024 FOR SUBMISSION QTY TREES PROPOSED FOR REPLANTING= 10 4 10/29/2024 REVISED FOR SUBMISSION 1645 MARRATOOKA RD - REVEGETATION PLANT SCHEDULE 5 11/06/2024 ISSUE FOR TRUSTEES QTY. SYM. BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS SPACING TREES SOUTH OF 100' WETLAND SETBACK: 6 12/17/2024 ISSUE FOR TRUSTEE7_ TREES QTY TREES TO BE REMOVED= 15 14 10 ILEX OPACA AMERICAN HOLLY 6'-7' HT. B & B FULL; DISEASE FREE SPECIMEN AS SHOWN QTY TREES PROPOSED FOR REPLANTING= 15 6 NS NYSSA SYLVATICA TUPELO TREE 2"-3" CAL. B & B FULL; DISEASE FREE SPECIMEN AS SHOWN 2 PS PRUNUS SEROTINA BLACK CHERRY 2"-3" CAL. B & B FULL; DISEASE FREE SPECIMEN AS SHOWN 3 QA QUERCUS ALBA WHITE OAK 2"-3" CAL. B & B FULL; DISEASE FREE SPECIMEN AS SHOWN CLEARING RESTRICTIONS: 0 SHRUBS 50% CLEARING PERMITTED = 29,155 SF 7 BH BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 3 GAL. CONT. FULL; DISEASE FREE SPECIMEN AS SHOWN EXISTING CLEARING - 26,118 SF Job No. 8 IV ILEX VERTICILLATA WINTERBERRY HOLLY 3 GAL. CONT. FULL; DISEASE FREE SPECIMEN AS SHOWN NOTES: 230605 6 MP MORELLA PENSYLVANICA NORTHERN BAYBERRY 3 GAL. CONT. FULL; DISEASE FREE SPECIMEN AS SHOWN Si# 1000-123-03-2.1 Date • THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 PERENNIALS/GRASSES A SURVEY PREPARED BY NATHAN Scale 69 CP CAREX PENSYLVANICA PENNSM'ANIA SEDGE 1 GAL. CONT. FULL 24" O.C. REVEGETATION PLAN TAFT CORWIN III LAND SURVEYOR,P.C. 1/8" 1' 10 EP EUPATORIUM PURPUREUM 'LITTLE JOE' DWARF JOE-PYE-WEED 1 GAL. CONT. FULL 24" O.C. 1 1 tt _ I P.O.BOX 16,JAMESPORT,N.Y.,LAST Drn.By 17 HM HIBISCUS MOSCHEUTOS MARSH MALLOW 1 GAL. CONT. FULL 24" O.C. SCALE. 8 — 1 REVISED ON 10/06/2023. GV 45 PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCHGRASS 1 GAL. CONT. FULL 24" O.C. 24 SA SISRYINCHIUM ANGUSTIFOLIUM BLUE-EYED GRASS 1 GAL. CONT. FULL 24" O.C. SOIL TEST HOLE DATA PREPARED Chkd.By SGN 21 SO SOLIDAGO SEMPERVIRENS SEASIDE GOLDENROD 1 GAL. CONT. FULL 24" O.C. 0 21 4 6 8 16 32 BY:MCDONALD GEOSCIENCE ON o 56 SP SPARTINA PATENS SALTMEADOViI CORDGRASS 1 GAL. CONT. FULL 24" O.C. 9/9/2022 Drawing No. 77 67 SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 1 GAL. CONT. FULL 24" O.C. • ZONE: R-40 19 VH VERNONIA HASTATA BLUE VERVAIN 1 GAL. CONT. FULL 24" O.C. o • THIS PLAN HAS BEEN PREPARED FOR -IF THERE IS A DISCREPANCY BETWEEN THE PLANT LIST AND THE PLANTING PLAN,THE PLAN GOVERNS EVEN SITE PLAN APPROVAL ONLY.THIS PLAN 0 IS NOT TO BE USED FOR L6 . 1 o SCALE: 1/8" = 1' CONSTRUCTION PURPOSES. • AREA= 58.310 S.F. 1.339 ACRES 12/17/2024 - ISSUE FOR TRUSTEES SUBMISSION - NOTE: NOT FOR CONSTRUCTION . /�ARAIYS DESIGN LANDSCAPE LANDSCAPE PLANTING NOTES : 13. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THE TOP HALF OF THE ROOT BALL. SEE PLANTING DETAIL. ARCHITECTURE 14. UNLESS SPECIFIED ON PLAN OR IN DETAILS, ALL PLANT BEDS ARE TO BE MULCHED WITH 3 INCHES CLEAN, FRESH, SHREDDED HARDWOOD BARK, FREE OF STICKS, LEAVES AND Landscape Architects Site Planners 1 . THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL UNDERGROUND UTILITY LINES IN THE AREA OF THE WORK AND NOTIFY THE LANDSCAPE ARCHITECT OF OTHER FOREIGN MATTER. MULCH IS NOT TO BE PLACED WITHIN 3 INCHES OF THE TRUNKS OF TREES AND SHRUBS. SEE PLANTING DETAIL. Development Strategists ANY DISCREPANCIES OR CONFLICTS PRIOR TO SUBMISSION OF BIDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM NEGLECT OR FAILURE TO 15. STAKE AND/OR WRAP TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE PLANTING DETAIL. Agawam Studio COMPLY WITH THIS REQUIREMENT. REFER TO MEP AND SITE DRAWINGS FOR UTILITY INFORMATION. 16. PLANTS SHALL BE SET AT THE SAME RELATIONSHIP TO FINISHED GRADE AS THEY WERE TO THE GROUND FROM WHICH THEY WERE DUG, UNLESS OTHERWISE NOTED ON THE 36 NSultnt e Btreet 2. COORDINATE ALL TREE LOCATIONS WITH DRAINAGE STRUCTURES. ALL TREE PLANTING TO BE KEPT 8 FEET AWAY FROM ANY DRAINAGE OR SANITARY STRUCTURE OR PIPING. DRAWINGS. DETERMINE THE ELEVATION OF THE ROOT FLARE AND ENSURE THAT IT IS PLANTED AT FINISHED GRADE OR SLIGHTLY ABOVE. SEE PLANTING DETAIL. Southampton, 11968 (631) 263-1131 (office) 3. ALL PRECAUTIONS SHALL BE TAKEN IN CARTING, STORING, AND PLANTING OF MATERIALS TO PROTECT ADJACENT PAVEMENT AREAS. 17. GRADE ALL NEW PLANTING AREAS TO MAINTAIN THE EXISTING DRAINAGE PATTERN. (631) 2 (fax) info@aralysdesiysdesign.com 4. DAMAGE TO EXISTING OR NEW WORK BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE. 18. PROVIDE TOPSOIL TO 12 INCH DEPTH IN ALL LAWN AREAS AND 20 INCH DEPTH IN SHRUB, PERENNIAL AND ANNUAL BEDS. PERENNIAL AND ANNUAL BEDS SHALL BE AMENDED THE PLANTING PLAN WILL TAKE PRECEDENCE OVER THE PLANT LIST IF DISCREPANCIES BETWEEN THE TWO EXIST. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF SUCH WITH COMPOSTED ORGANIC MATERIAL, 20% BY VOLUME, TO THE UPPER 8-12 INCHES OF THE ENTIRE BED AREA AND ROTO-TILLED IN. DISCREPANCIES. 19. TOPSOIL AND SEED ALL DISTURBED AREAS NOT BUILT UPON, PAVED, OR LANDSCAPED AS A RESULT OF ANY AND ALL CONSTRUCTION OR STORAGE OF EQUIPMENT, WHETHER 5. ALL PLANT NAMES AND DESCRIPTIONS SHALL BE AS DEFINED IN HORTUS THIRD, THE STAFF OF THE L.H. BAILEY HORTORIUM. 1976. AREAS ARE SHOWN ON THE PLAN OR NOT - CONTRACTOR TO FIELD VERIFY AREAS OF SEEDING. SEE SEEDING NOTES. 6. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY SPECIFIED AND NURSERY-GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES. UNLESS SPECIFICALLY NOTED, ALL 20. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO BE IN A HEALTHY AND FLOURISHING CONDITION FOR A PERIOD OF FOUR GROWING SEASONS FROM THE DATE OF PLANTS SHALL BE OF SPECIMEN QUALITY, EXCEPTIONALLY HEAVY, SYMMETRICAL, FREE OF DISEASE AND INSECTS, EGGS, OR LARVAE, AND SHALL HAVE HEALTHY, ACCEPTANCE. THE CONTRACTOR SHALL REPLACE, WITHOUT COST TO THE OWNER, ALL PLANTS DETERMINED BY THE LANDSCAPE ARCHITECT TO BE DEAD OR IN AN WELL-DEVELOPED ROOT SYSTEMS. THE OWNER OR HIS REPRESENTATIVE RESERVES THE RIGHT TO TAG, INSPECT AND APPROVE ALL PLANT MATERIALS AND REJECT ANY PLANTS UNACCEPTABLE CONDITION DURING AND AT THE END OF THE GUARANTEE PERIOD. REPLACEMENTS SHALL CLOSELY MATCH ADJACENT SPECIMENS OF THE SAME SPECIES. THE FOUND TO BE UNACCEPTABLE AT THE NURSERY, AT THE SITE UPON DELIVERY, OR UPON INSTALLATION. GUARANTEE OF ALL REPLACEMENT PLANTS SHALL EXTEND FOR A PERIOD OF ONE YEAR FROM THE DATE OF THEIR ACCEPTANCE AFTER REPLACEMENT. 7. ALL PLANTS SHALL BE LABELED BY PLANT NAME. LABELS SHALL BE ATTACHED SECURELY TO ALL PLANTS, BUNDLES, AND CONTAINERS OF PLANT MATERIALS WHEN DELIVERED. 21 . FALL DIGGING HAZARDS: IT IS VERY RISKY TO TRANSPLANT THE FOLLOWING LIST OF TREES IN THE FALL PLANT LABELS SHALL BE DURABLE AND LEGIBLE. • BETULA VARIETIES °- 8. SUBSTITUTIONS OF PLANT MATERIAL WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT. • OSTRYA HALSEIA VARIETIES PRUNUS - ALL PLANT MATERIAL IS TO BE LOCATED AS PER THE PLANTING PLAN. IF OBSTRUCTIONS (ROCK, TREE ROOTS, UTILITIES, ETC.) ARE ENCOUNTERED IN THE EXCAVATION OF THE • ALL STONE FRUITS CARPINUS VARIETIES PLANTING AREAS, ALTERNATE LOCATIONS FOR ANY PLANTING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. • ILEX OPACA VARIETIES 0 9. ROOT BALLS SHALL BE FIRMLY WRAPPED WITH NON-SYNTHETIC, ROTTABLE BURLAP AND SECURED WITH NAILS AND HEAVY NON-SYNTHETIC, ROTTABLE TWINE. THE ROOT COLLAR • PYRUS VARIETIES SHALL BE APPARENT AT THE SOIL SURFACE. ROOT BALLS SHALL NOT BE BROKEN, LOOSE, PROCESSED, OR MANUFACTURED AND SHALL ARRIVE AT THE SITE WITH THE ROOT BALL • KOELREUTERIA PANICULATA Q AND BURLAP INTACT. PLANTS SHALL BE DELIVERED TO THE SITE COVERED WITH A TARPAULIN. THE LANDSCAPE ARCHITECT WILL REJECT ANY PLANT MATERIAL NOT MEETING • CELTIS VARIETIES QUERCUS - THE ABOVE CONDITIONS. ALL PLANTS THAT CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY SHALL BE KEPT IN THE SHADE, WELL PROTECTED WITH SOIL, WET MULCH, OR • ALL OAKS EXCEPT Q. PALUSTRIS 0 OTHER ACCEPTABLE MATERIAL, AND KEPT WELL WATERED. • CERCIDIPHYLLUM VARIETIES E 10. ALL PLANT MATERIALS ARE TO BE INSTALLED AS PER THE PLANTING DETAILS. THE SOIL UNDER PLANTING AREAS SHALL BE AMENDED WITH COMPOSTED ORGANIC MATERIAL, 50% • LIQUIDAMBAR VARIETIES BY VOLUME, TILLED INTO NATIVE SOIL BY DISKING, ROTOTILLING, OR OTHER APPROVED METHOD OF TILLAGE TO A MINIMUM AVERAGE DEPTH OF 8 INCHES, AND SHALL BE LEVELED • SALIX - WEEPING VARIETIES AND RAKED TO PREPARE A SMOOTH AND EVEN GRADE. STONES AND OTHER DEBRIS OVER 1 INCH IN DIAMETER SHALL BE REMOVED FROM THE SOIL SURFACE AND A UNIFORM • LIRIODENDRON VARIETIES GRADE ESTABLISHED. IF TRAFFIC HAS LEFT SOIL COMPACTED, THE AREAS IN THESE CONDITIONS MUST BE SCARIFIED, RE-TILLED TO A MINIMUM DEPTH OF 12 INCHES AND • CORNUS FLORIDA & VARS. RE-SMOOTHED AS ABOVE. • SORBUS VARIETIES CD 11. BACKFILL ALL SHRUB PLANTINS PITS WITH 3 PARTS TOPSOIL WITH 1 PART COMPOSTED ORGANIC MATERIAL. ALL PLANTS ARE TO BE BACKFILLED IN 12" LAYERS, THOROUGHLY • CRATAEGUS VARIETIES WATERED AND TAMPED AS BACKFILLING PROGRESSES. SEE PLANTING DETAIL. • MALUS - IN LEAF FAGUS VARIETIES CD 12. COMPOST SHALL CONTAIN ORGANIC MATTER OR MATERIAL OF A GENERALLY HUMUS NATURE CAPABLE OF SUSTAINING THE GROWTH OF VEGETATION, WITH NO FOREIGN • TILIA TOMENTOSA VARIETIES Cz MATTER (i.e. GLASS, PLASTIC, etc.) OR MATERIAL TOXIC TO PLANT GROWTH. COMPOST SHALL HAVE THE FOLLOWING MINIMUM REQUIREMENTS: • NYSSA SYLVATICA W • pH: 5.5 - 8„5 • ZELKOVA VARIETIES CD CD • MOISTURE CONTENT: 35% - 55% * THE CONTRACTOR WILL ASSUME RESPONSIBLITY FOR PLANT SURVIVAL OF THE ABOVE MATERIALS IF MOVED DURING THE FALL SEASON. • PARTICLE SIZE: < 2" w CD z • C:N RATIO: 15-30 : 1 CDCD Q GENERAL PLANTING NOTES �- -� 1 � E N.T.S. CD ry- 75 Q L0 O o U Q I-- r r1 0 LL- a �LJ cn U T- o 0 0 c c, o Y a a� E o LLJ Cz E O CD z z J .N N NOTES t ' N . . ■ >+ 1.DO NOT HEAVILY PRUNE THE TREE ' AT PLANTING PRUNE ONLY CROSSOVER LIMBS,CO-DOMINANT NOTES: Q Q LEADERS,AND BROKEN OR DEAD 1.DO NOT HEAVILY PRUNE THE TREE AT PLANTING PRUNE ONLY CROSSOVER LIMBS, BRANCHES SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE Co-DOMINANT LEADERS,AND BROKEN OR DEAD E- C) �- PRUNED:HOWEVER,DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES BRANCHES SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED, a THAT EXTEND TO THE EDGE OF THE CROWN HOWEVER,DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE �r +- EDGE OF THE CROWN. 2.STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. CD- DECIDUOUS THE EVERGREEN TREE 2.STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT od CD 3.SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 INCHES HIGHER IN SHRUB (SEE PLAN FOR DETAILS s, QMARK NORTH IN NURSERY- SLOWLY DRAINING SOILS KEEP TRUNK FLARE EXPOSED- 3 SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 INCHES HIGHER IN SLOWLY DRAINING REMOVE WIRE BASKET- CD A KEEP ROOT FLARE EXPOSED- SOILS. 4 USE3INCHESMULCH. DO NOT DO NOT COVER ROOTBALL WITH SOIL- 1 SPACING AS PER PLAN seal: •+-J PLACE MULCH IN CONTACT WITH TREE TRUNK MAINTAIN THE MULCH 4.USE 3 INCHES MULCH DO NOT CUT TOP! OF BURLAP- cn DO NOT BURY ROOTBALL- WEED-FREE FOR DURATION OF CONTRACT PERIOD PLACE MULCH IN CONTACT WITH TREE TRUNK MAINTAIN THE MULCH WEED-FREE FOR � 5 CREATE 6 INCH HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL DURATION OF CONTRACT PERIOD 5 CREATE 6INCH HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL 2" LAYER M U LC 6 BACK FILL WITH EXISTING SOIL,ADD 50%MAX.BY VOLUME COMPOSTED PLANT MEDIA ORGANIC MATERIAL TO THE EXISTING SOIL.FIRM MIXTURE AT12INCH 6 BACK FILL WITH EXISTING SOIL,ADD 50%MAX.BY VOLUME COMPOSTED ORGANIC AVOID CONTACT WITH TRUNK- 1:1:1 MIX OF EXISTING SOIL, SANDY LOAM, INTERVALS-THOROUGHLY SETTLE WITH WATER SETTLE WITH WATER EXISTING SOIL FIRM MIXTURE AT12 INCH INTERVALS-THOROUGHLY MAINTAIN WEED FREE FOR DURATION OF C'' -CT N 7.REMOVE ALL TWINE,ROPE,WIRE,AND BURLAP FROM TOP HALF OF ROOT Q� d AND COMPOSTED ORGANIC MATERIAL BALL 7 REMOVE ALL TWINE,ROPE,WIRE,AND BURLAP FROM TOP HALF OF ROOT BALL CONTRACT PERIOD ROUND COVER (SEE PLAN FOR DETAILS) `' ooP ; -7- 8 IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL,CUT 8 IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL,CUT THE WIRE u Z ,. THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN B INCHES INTO PLANING �x BASKET IN FOUR PLACES AND FOLD DOWN 8 INCHES INTO PLANTING HOLE 4 WIDE SAUCER RI p ,, �? HOLE. PLANT MEDIA z " �- 2 6j • �, 9 PLACE ROOT BALL ON UN-EXCAVATED OR TAMPED SOIL TO PREVENT 1:1:1 MIX OF EXISTING SOIL, SANDY LOAM, 9 PLACE ROOT BALL ON UN-EXCAVATED OR TAMPED SOIL TO PREVENT SETTLEMENT, SETTLEMENT 12" LAYER OF MULCH DEEP LAYER OF PLANT MEDIA � � Q 10 PRUNE ONLY CO-DOMINANT LEADERS,AND BROKEN OR DEAD BRANCHES AND COMPOSTED ORGANIC MATERIAL 1:1:1 MIX OF EXISTING SOIL, SANDY LOAM, 2, \\/\� �\ \/ , �� AND COMPOSTED ORGANIC MATERIAL \\/\ \� AI 12 LAYER OF PLANT MEDIA �/ ///\� ;y\\ \\i \\/ i i(\\ \\/ \/\�/r; '��% " %� 1:1:1 MIX OF EXISTING SOIL SANDY LOAM AND a� 10 \'i i\/\\ y\\/\� Q /// i//\ :/\ii\ //\\ 1:1 SLOPE ON SIDES i\ \\�jj\\i�j�\�\�� 1:1 SLOPE ON SIDE \�\\%�\ EXISTING SUBGRAD i\\�j��i COMPOSTED ORGANIC MATERIAL OF PLANTING HOLE OF PLANTING HOLE 'A�\ /�/i\��\ ;\\j\\i\\\i i \\� i \��j��i\� �� S T E V E N G. N I E R 0 D A R.L.A. a 2 X DIA ROOTBALL (MIN) \j i�/ __------EXISTING SUBGRADE N.Y.S. LIC. NO 2308 COMPACT SOIL AT BASE OF ROOTBALL COMPACT SOIL AT BASE OF ROOTBALL 2 x DIA ROOTBALL (MIN) Revisions 2 x DIA ROOTBALL (MIN) No. Date Description Q 1 07/21/2023 PRELIMINARY REVIEW 2 07/18/2024 FOR REVIEW U IVIISSION DECIDUOUS PLANTING DETAIL (TYP.)- EVERGREEN PLANTING DETAIL TYP. SHRUB PLANTING DETAIL (TYP.) GROUNDCOVER PLANTING DETAIL TYP . 4 o--24 REVISED FOR SUBMISSION 2 3 4. 5 11/06/2024 ISSUE FOR TRUSTEES �+ 6 12/17/2024 IRMISSION N.T.S. N.T.S. N.T. N.T.S. 3 a 0 N V N C Job No. NOTES: 230605 • S.C.T.M.# 1000-123-03-2.1 Date • THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 A SURVEY PREPARED BY NATHAN Scale TAFT CORWIN III LAND SURVEYOR,P.C. 1" =10' o • -P.O.BOX 16,JAMESPORT,N.Y.,LAST REVISED ON 10/06/2023. Drn.By GV • SOIL TEST HOLE DATA PREPARED Chkd,By SGN 12 BY:MCDONALD GEOSCIENCE ON 9/9/2022 Drawing No. ll • ZONE: R-40 3 co • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN IS NOT TO BE USED FOR L6 , 2 o CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES Cantrell, Elizabeth From: Lisa Foyer <lisa@twinforkspermits.com> Sent: Thursday, November 7, 2024 3:35 PM To: Cantrell, Elizabeth Cc: Hobson, Thomas Subject: 1645 Marratooka Road - Goydan Elizabeth, Please view this email as a formal request to table the application for 1645 Marratooka Road -Goydan. Based upon the Trustee comments from the site inspection the owner will need additional time to redesign the project and we will submit a revised site plan with project narrative to the Board. Please let me know if you have additional questions about this request. Thank you. Lisa Poyer Twin Forks Permits 631-644-5998 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Glenn Goldsmith,President rd� CO Town Hall Annex A.Nicholas Krupski,Vice President co 54375 Route 25 Eric Sepenoski W ,= P.O.Box 1179 Liz Gillooly �y • Opp Southold,NY 11971 Elizabeth Peeples ��l ' �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed infield by: Twin Forks Permits on behalf of THE WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o WILLIAM E. GOYDAN, TRUSTEE & THE KAREN B. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o KAREN B. GOYDAN, TRUSTEE requests a Wetland Permit to demolish the existing two-story dwelling, detached garage rand other surfaces on the property; construct a new 3,287sq.ft. footprint (5,802sq.ft. gross floor area) two-story, single-family dwelling with an 865sq.ft. seaward covered patio, 167sq.ft. side screened-in covered patio, east bluestone covered porch, and 149sq.ft. front covered bluestone porch; construct a proposed swimming pool and hot tub with a 1,357sq.ft. bluestone pool patio surround, pool enclosure fencing, pool equipment area, and a drywell for pool backwash; construct a 752sq.ft. two-story detached garage, gravel driveway and parking areas; and to install an I/A septic system. Located: 1645 Marratooka Road, Mattituck. SCTM# 1000-123-3-2.1 Typ of area to be impacted: Saltwater Wetland Freshwater Wetland Sound ✓ Bay Part of Town Code proposed work falls under: ✓ Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: t�lee 25' �at(.c cv�/�� ,� c �•c �� a �S��rca �b�e.. �e t r. p►ti e�.t�n °v✓0'A S ? ti Present Were: ✓ G. ldsmith v N. Kr pskiE. Sepenoski �L. Gillooly E. Peeples FILE LOCATION: t' [Dj� AN S E P 2 0 2024 REVISIONS: NO. DATE DESCRIPTION 1645 MARRATOO w Km'"k D MATTITUCK , NY 11952 A2 rn 3 - 4 - /,, O 6 - to _ / O lip / _z �, s - V o o 9 z O b� - - <t /--/ EL 6 GRADE F- NYS STATE LAW: / t - --- __ __ O Z ,� �� UNAUTHORIZED ALTERATION OR l ' EL 8 GRADE �°'' - 0 / s \ ADDITION TO ARCHITECTURAL / ' w _ r" O , PN� PLANS OR SPECIFICATIONS D I KA (n z --- — ___ ' ��C\' 1�j BEARING A LICENSED ARCHITECT'S 10 o CO O rn __ _- > �OM \ SEAL IS A VIOLATION OF PART ' NT � O O O` F 69.5.B OF TITLE 8 OF THE _ --- __=�; C p GjO" ` ` OFFICIAL COMPILATION, CODES, L1- ,I G p \ RULES AND REGULATIONS O r-= ;I OF THE STATE OF NEW YORK. z > m o �2 �, II ' -4 OQ O `� ARCHITECT'S SEAL&SIGNATURE: ILL r O L'• EL 6 GRAD2 //� \`�► w EXIST'G 2-STORY rn �� c Rq,y DW '' F� RESIDENCE TO BE \ ,� U �, rp G, REMOVED �,� M Z �N ,, II , ---------- nr�nnE--- �.� �EL:15-8 COVERED:PORC --'--_.__ / OF N�� O/�j ,— —-E-L 44 G RAQEJ �:.a ❑ :.. ::..m:--_::.-. _ _ a:- :=: _.:- -�::.- ;::. w_:: :-_._.:a-_ - M_ rb L 8 GRADE CVRD PORCH _ : I II , 1 E 10 GRADEy 1 ol 700 Opt El � r e d _ , W ff , !e i r------- 11-Av k tl�"" Ea' ,;7" EL FF —_ I / JOHN C. GRAMLICH ARC. / HITECT r / EL 16 FF EL I F '�5.8 .__ _'_._._f_.__._..:. ._ _ _. - _ ._...._. _.._ _.. _..-_ __ __ _ 3..9 M:'{; 248 ROUTE 25A-SUITE#3066 EAST Y 11733 PORCH I i 3 t T SETAUKET ' , I G � � TEL(631)384-1752N EXI ST.G ;GA,RAG TO I } y r ? �- JCGRAMLICH@GMAIL.COM II ' RE bVED 3 i I , CLIENT INFO. ss ' KAREN & BILL I i i 1 s � I � I ❑ YEI _�L 15.-8-COVR'D PORC GOYDAN EL 16 GRADE �' 1645 MARRATOOKA RD 1 MATTITUCK NY 11952 �� u �I i POR'�E'CbCHER/E 0000 L.! ,' ; `_" '\ \EL 15 DWAY I i \ 1> i -- ----- -- -- -- - -- -- -- -1 -- -' -�=--- -- -- -- -- -- -- - -- -- -- --�-- -L-��-- \ - -- --� r - - - - PROJECT INFO: RETAINING WALL i `- - ------7---------- - -� I 1645 MARRATOOKA RD NON SANITARY RETAIN NG WAL \ 1 ' - � ---- \ \\ � MATTITUCK NY 11952 OP / \ / \ \ \ / L P I / L p`' I I 1 PROJECT TITLE: GOYDAN RESIDENCE PROJECT DESCRIPTION: I � NEW RESIDENCE I I PHASE: p i O / \ N SCHEMATIC (SD) / \ CHECKED BY: INCEPTION DATE: I EX ' � � � , `1j `� JCG 10.17.2022 It DRAWN BY: CURRENT DATE: y��-J; JCG SITE PLAN 09.17.2024 1 DRAWING TITLE: 11 SCALE : 1" = 10' - 0" , SITE PLAN `.: t- �- SHEET NO: cm FILE LOCATION: REVISIONS: SEP 2 0 2024 NO. DATE DESCRIPTION 1645 MARRATOOKA Ru MATTITUCK , lKj' Y 11952 2 — 3 — 4 — LOT AREA CALCULATIONS / \ 5 - LOT SIZE 58,310 SF / \ T UPLAND LOT SIZE 54,741 SF O MAXIMUM LOT COVERAGE @20% 10,948 SF 0�F�� 7 - HOUSE 3,287 SF J��O / \ _ COVERED FRONT PORCH 149 SF AZ (j 9 PORTE COCHERE 260 SF O�VT COVERED SIDE PORCH 167 SF V COVERED REAR PATIO 865 SF Q -co \ DETACHED GARAGE 752 SF \ NYS STATE LAW: 1,218 SF UNAUTHORIZED ALTERATION OR POOL PATIO POOL `Ci ki ADDITION TO ARCHITECTURAL J TOTAL 7,413 SF PLANS OR SPECIFICATIONS ' \ BEARING A LICENSED ARCHITECT'S \GRAVEL DRIVEWAY 4,220 SF SEAL IS A VIOLATION OF PART 69.5.B OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS GFA CALCULATIONS \ OF THE STATE OF NEW YORK. LOT SIZE 58,310 SF ARCHITECT'S SEAL&SIGNATURE: UPLAND LOT SIZE 54,741 SF ALLOWABLE GFA FOR LOTS UP TO 80,000 SF= 5,100 SF +5%IN EXCESS OF 40,000 SF(MAX 7,100 TOTAL) ' \�'<<G�G D Rq Cy 5%OF 14,741 SF= 737 SF TOTAL ALLOWABLE GFA= 5,837 SF HOUSE FIRST FLOOR 3,287 SF \ HOUSE SECOND FLOOR 2,515 SF S� \ (P TOTAL HOUSE GFA= 5,802 SF / ° ' \ pE �N 038051 Q` / ) / OF NEB NEIGHBORING % /.-/" 2-STOYR RESIDENCE NOTES: INTERIOR SPACES IN EXCESS OF 15'-0"COUNTED TWICE ":\ EXCLUDED FROM GFA UNENCLOSED PORCH, PATIO, DECK, BASEMENTS& ATTICS ACCESSORY STRUCTURES WHICH MAY BE CONVERTED '�►.... ,/--/ �/ TO HABITABLE SPACE ARE INLCUDED �"�• ... ./' / \ r GFA CALCULATIONS - ACCESSORY LOT SIZE 58,310 SF WETLAND LINE / \ UPLAND LOT SIZE 54,741 SF Of ALLOWABLE GFA FOR LOTS 20,000 TO 60,000 SF= 1,200 SF ' o � Lo 0 q, �1 DETACHED GARAGE 752 SF -/'' z N 7 1 /- 1 rn NOTES: pEi\Ni o o MAXIMUM HEIGHT LOTS 40,000 SF-59,999 SF=22'-0" -/' Z o 'w ` MINIMUM SIDE YARD=15'-0" ,/-- EI_6 GRADE W m / I, \\ JOHN C. GRAMLICH , ARCHITECT EL 8 GRADE ��__�- _r _ O x I pS ,\ — 0 c� 0 248 ROUTE 25A-SUITE#3066 w _ � m "— --ram ...___-- N � vdE��' '00ooNr lk ^o o '0 50 o'FROM \ EAST SETAUKET, NY 11733 " ___-_- �a \ \ TEL(631)384-1752 JCGRAMLICH@GMAIL.COM EL 6 GRADS z 2� CLIENT INFO: EXIST'G 2-STORY mRESIDENCE TO ; DWI 0 REMOVED BE z M�ENOS ;/ \ KAREN & BILL r-------------E6+3-GRADE--- -----w----RHO---- Ra %/ \ GOYDAN EL 15.8 COVERED PORC i1645; . MARRATO IV, ,-. ,. : :.: ,, MATTITUCK NY0 KA D 1 952 EL 15.Q CVRD ' I S -' EL 8 GRADE D NOS FRO � \ iJI _� 0 NEIGHBORING ./' i ;..P E 10 AD 2-STOYR RESIDENCE 0' PROJECT INFO: 700, 0. PEl 1645 MARRATOOKA RD I. EL 15 FF k-= 'a MATTITUCK NY 11952 e . i 1 EL 16 FF ELEXIST'GGARd, I;p ! ' 'C F T, / it R - / PROJECT TITLE: kL15.8CQ, RDPORCI� «__ % P� GOYDAN RESIDENCE EL 16 GRADE PROJECT DESCRIPTION: O O \EL 15 DWAY Q' NEW RESIDENCE L-------- - -- ------------------------- ------- PHASE: ' 1 - I SCHEMATIC (SD) LP �' % 1 LPOI DWI ` CHECKED BY: INCEPTION DATE: LP -- - JCG 10.17.2022 o o - DRAWN BY: CURRENT DATE: ;' o Lo / EX OO JCG 09.17.2024 / O N DRAWING TITLE: OVERALL I SITE PLAN SHEET NO: OVERALL SITE PLAN 0" � SURVEY OF PROPERTY SITUATE W MATTITUCK to TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 0 0 S.C. TAX No. 1000- 123-03-2. 1 N SCALE 1 "=20' N OCTOBER 4, 2016 JANUARY 10, 2017 ADD TEST HOLE OCTOBER 12, 2022 UPDATE SURVEY APRIL 1 , 2023 COMBINE BOTH TAX LOTS OCTOBER 6, 2023 UPDATE MAP 0 WNERS: WILLIAM E. GOYDAN, AS TRUSTEE OF THE WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST KAREN B. GOYDAN, AS TRUSTEE OF THE KAREN B. GOYDAN REVOCABLE INTER VIVOS TRUST NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: XX EXISTING CONTOUR LINES ARE SHOWN THUS: XX- - -XX LOT AREA DATA F.FL.- FIRST FLOOR - RAO FLOOR TB rB - TOP ofF BULKHEAD BB - BOTTOM OF BULKHEAD TW - TOP OF WALL TOTAL AREA UPLAND AREA WETLANDS AREA BW - BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO482H EFF. 9/25/2009 58,310 sq. ft. 54,741 sq. ft. 3,569 sq. ft. ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 1.339 aC. 1.257 aC. 0.082 aC. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. POOL o N O o m DEC COVERAGE DATA TOWN OF SOUTHOLD COVERACE DATA p m m FLAG �� O OVER UPLAND AREA (54,741 sq. ft.) OVER UPLAND AREA (54,741 sq. ft.) m X DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE Ap O 'I°: HOUSE 1,048 sq. ft. 1.9% HOUSE 1,048 sq. ft. 1.9% 0( 7- j rL11 • 1 AL (3) WOOD PORCHES 362 sq. ft. 0.7% (3) WOOD PORCHES 362 sq. ft. 0.7% +0 I I 1.7 WOOD DECK 54 sq. ft. 0.1% GARAGE 390 sq. ft. 0.7% C' I EaVN MaN' �- � e o maN • \ BRICK PATIO 530 sq. ft. 1.0% TOTAL 1,800 sq. ft. 3.3.6 ro 5.8 I I (2) BRICK WALKS 731 sq. ft. 1.3% N/O/MERIAM FLAG 9 sJ (2) TIE AND BRICK STEPS 185 sq. ft. 0.3% O�31J � GARAGE 390 sq. ft. 0.7% 1 80 I AL Sao \ Gy \� �� CONIC. 84 sq. ft. 0.1% TEST HOLE DATA ; l I 4�FLAG 9 \�� c� e ASPHALT DRIVEWAY 2,224 sq. ft. 4.1% (TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 9, 2022) x \.�L% o°F1 4 °s to �9To ;� TOTAL 5,608 sq. ft. 10.2% DARK BROWN LOAM OL �f o.s' R X-�- \ \ I I 1 0 1_7 +YAy1 �G PALE BROWN SILT ML 13.7 0 ` 1\` I \° FLAG 8 n \ I ��\ 1 � I y ' •� • •• N S 1 I \ c d i PALE BROWN FINE SAND SP E,16„ 54.62 1. � FLAG , N 82,255 AL 2 1 ___ , • . I11.3 ' \ / X4.5 \ �� EL 0.8 • • 78' X C� 5.8 \ \ 6 v• 2 3 _ i -4 WATER IN PALE BROWN FINE SAND SP I ''� t9 X- �'' ( Zp2� "'/- ., XX .� ` X 22.6 \ \ \ I C'�F \ \ ' / �R NO. 'Ylft ,�/ �- (_ spy° \ 21.5 20.4 \ I 12 4 ♦ \ \ �u1J , �' !� 1-7 N aG(ag / t s \ I ,58 oo \ 3.3 FLAG 4 �O�y \ o n 6 ` \ I 13.3 12.6 \� �O 6+11 \ S o \C�• 6 NLGt\ - / / 8 9.0 X i- v'J FUG s oti 39.66, �IIlc / / / / 0 TEST HOLE I �,y. ?p x2 / �' / 1 OJJ , I 17.5 I • afy OS� 2.2 // oA Y x / FLAG 4 yYL yl 1 / ♦ 19.1I I L I F'\ `� \ FLAG 1 / / / / '// ':' I x4P \ 0 FLAG 2 X 21.5 1 ry Nq�FLAG 3 FLAG 3 / 15, 5.8 20.6 •• • / y �• \ ASPIIALTIDRNEW°AY: •• 6 •°'• \ `� 1P 6 x 4.1 y • • ''d '� • e ., 4 8QG \ ♦13.3 12.9 p°� 50 ` 4.4 X 14.7 AA ' ` Ilk- e \ /18.5 \I 13.8 •• N� \ �� 0� \` / / / ♦// / / / • 1 I 7.0 ' / J \2 •x2 / \ S $`g �yl\ G+�f T1t &BRICK _ _ ' O \ / O •��•,• "�w 18.1 X\ ��\ \M,�,'7� ��,Z X 1 ♦� / / //w�.--/ / / / / 14.2x • f �'y°Gy° P R 1 \ !�t^ �rn VY •/ .4 4. PpRaN ,�m `g�� / / ♦/ ' / / / / 100 •... a / ` ;° \ L_1• • 147 11.515.0 x- 0. �� 11.4 X 12.3 e" ed •� �,�•y 4 •' efi �� \ - - / / + UNAUTHORIZED ALTERATION OR ADDITION °: e • / \ \ - / 0`� TO THIS SURVEY IS A VIOLATION OF e •! / / E` ( ._._�_ SECTION 7209 OF THE NEW YORK STATE x 16.5 \ t �-'-'�---� EDUCATION LAW. 4. Y- i ::°�' ° \ •\•.• '21.0 \ � \ \ � _ �� / / - 13.7 I E' � � � � COPIES THE LANDFSU THIS RVEYOR'3eINKEDMAP NOT BEARING SEAL G •• l %� \ \ - - - _ _ _163 EMBOSSED SEAL SHALL NOT BE CONSIDERED d •, • \ \ - - X 16.8 t ( ' TO BE A VAUD TRUE COPY. x •/ 21 x \ 17 0 A U t' I; ��r CERTIFCATIONS INDICATED HEREON SHALL RUN' \ Q [i,, cy ONLY TO THE PERSON FOR WHOM THE SURVEY • \ \ IS PREPARED, AND ON HIS BEHALF TO THE .0. L TITLE COMPANY, GOVERNMENTAL AGENCY AND • LENDING INSTITUTION LISTED HEREON, AND j 18 JUUQ1U ,wWq TO THE ASSIGNEES OF THE LENDING INSTI- t•' \ \ x 18.4 ` Board of hu�ePs TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. X 18. THE EXISTENCE OF RIGHT OF WAYS xNll, p�-� AND/OR EASEMENTS OF RECORD, IF •: 4 FlouNo }y ANY, NOT SHOWN ARE NOT GUARANTEED. • ; ` C. M \ c .�• + t ?3 22 1 X 19.7 X• .,,' ' •� \ 9. Q3 Q PREPARED IN ACCORDANCE SURVEYS THE MINIMUM Nathan Taft Corwin III L k��G� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED a I NEE R 21 x POLING _ �X- -- - J/ O BY THE L.IAL.S. AND APPROVED AND ADOPTED FOR SUCH THE � '►'fRR'i 3T/% LAND Land Surveyor •. • OW CONC MO ZO o Qt Ni 16 `e♦``�OF NEW y��i . '•• • .Q4 C.� ` '`P a\�nT Cp9ly�:�'�� Successor To: Stanley J. Isaksen, Jr. L.S. B UIV e _ � Joseph A. Ingegno L.S. o. X EpG OF - � Ncf 1 * = Title Surveys - Subdivisions - Site Plans - Construction Layout GA • 211 ' E �VENeM �1111 p0� ,22.9 22 ' r �• N ` - L 0 • , 4 •;��` PHONE (631)727-2090 Fax (631)727 1727 LA x' ' '• 1 t<` ••.l �!. MAILING ADDRESS . : c. 23.5 , ii O50 1,.• `� OFFICES LOCATED AT N �' ' X r ti -I/� S 5� ♦�� 1586 Main Road P.O. Box 16 or LAND �♦ Jamesport, New York 11947 Jamesport, New York 11947 . X ///�11111�� N.Y.S. Lim. No. 50467 E-Mail: NCorwin3®aol.com f - 10/29/202,-" E I D SUBMISSION SET FOR PERMITTING - NOTE: NOT FOR CONSTRUCT&I GENERAL CONDITIONS ARAIYS D B s I G N LANDSCAPE ARCHITECTURE PROJECT 1. THE WORK INCLUDED UNDER THIS CONTRACT SHALL CONSIST OF ALL LABOR, MATERIALS, TRANSPORTATION, TOOLS Landscape Architects AND EQUIPMENT NECESSARY FOR THE CONSTRUCTION OF THE PROJECT LEAVING ALL WORK READY FOR USE. Site Planners 1645 MARRATOOKA RDTEAMI : Development Strategists 2. THE PLANS INDICATE THE GENERAL EXTENT OF NEW CONSTRUCTION NECESSARY FOR THE WORK, BUT ARE NOT Stuio INTENDED TO BE ALL INCLUSIVE. ALL NEW WORK NECESSARY TO ALLOW FOR A FINISHED JOB IN ACCORDANCE WITH 38gawam Nugent Street 1645 MARRATOOKA RD THE INTENTION OF THE DRAWINGS IS INCLUDED REGARDLESS OF WHETHER SHOWN ON THE DRAWIN Suite B GS OR MENTIONED Southampton, NY 11968 SURVEYOR: IN THE NOTES. (631) 283-1131 (office) (631) 283-6677 (fax) MATTITUCK NEW YORK 11963 3. ANY DISCREPANCIES FOUND IN THE VARIOUS PARTS OF THE BID DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF info@araiysdesign.com NATHAN TAFT CORWIN III LAND SURVEYORS THE LANDSCAPE ARCHITECT AND THE OWNER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. SHOULD THE SCTM # 1 — — — CONTRACTOR PROCEED WITH THE WORK PRIOR TO RECEIVING CLARIFICATION, HE DOES SO AT HIS OWN RISK. 0 0 0 12 3 0 3 01 4. NT AND COMPLETE SET OF CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN A CURREP , O , BOX 6 O DOCUMENTS ON THE JOB DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES AND SHALL PROVIDE ALL SUBCONTRACTORS WITH JAMESPORT, NY # 1000 - 123 -03 -02 CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED. 5. THE CONTRACTOR SHALL VERIFY AND ASSUME RESPONSIBILITY FOR ALL DIMENSIONS AND SITE CONDITIONS. THE CONTRACTOR SHALL INSPECT THE EXISTNG PREMISES AND TAKE NOTE OF EXISTING CONDITIONS PRIOR TO SUBMITTING 631 -727-2090 PRICES. NO CLAIM SHALL BE ALLOWED FOR DIFFICULTIES ENCO UNTERED WHICH COULD HAVE REASONALBY BEEN INFERRED FROM SUCH AN EXAMINATION. 6. COORDINATE ALL WORK WITH EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO IRRIGATION PIPED, ELECTRICAL 7 SUBMISSION SETCONDUIT, WATER LINES, DRAINAGE LINES, GAS LINES, ETC. ARCHITECT: 7. PROTECT ALL SITE CONDITIONS TO REMAIN INCLUDING TREES, PAVING, LIGHT STANDARDS, ETC. PREPARED : OtJl O1 2CJ24 8. DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS. °' C G ARCHITECT 9. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS.J a 10. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS OF ALL Q _ E Y I V E . 10/29/2024 SUBCONTRACTORS AND TRADES AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PR248 ROUTE 25A Suite �� 3066EVENT ANY DIRT, 0 DEBRIS, OR DUST FROM AFFECTING IN ANY WAY, FINISHED AREAS OR OUTSIDE JOB SITE. CD EAST SETAUKET11.NY PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY WITH OWNER AND LANDSCAPE ARCHITECT AND AN ALL ITEMS TO BE SAVED FOR REUSE, AND SHALL REMOVE AND STORE THEM IN A PROTECTED AREA ON THE JOB SITE, OR AS Q DIRECTED BY OWNER AND LANDSCAPE ARCHITECT. 12. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES AND INSTALL ALL NECESSARY SLEEVES STUB-OUTS, ETC. AS REQUIRED. CD ENVIRONMENTAL CONSULTANT: 13. CONTRACTOR SHALL PERFORM ALL PROTECTION, DEMOLITION, REMOVAL AND SITE PREPARATION NECESSARY FOR THE PROPER EXECUTION OF ALL WORK SHOWN ON THE DRAWINGS AND DESCRIBED ON THE SPECIFICATIONS. TWIN FORKS PERMITS 14. WHERE 'VERIFY' OR 'FIELD VERIFY' IS USED IN CONJUNCTION WITH A DIMENSION, THE CONTRACTOR SHALL VERIFY THE MEASUREMENT PRIOR TO COMMENCING THE WORK. IMMEDIATELY B CDRING DISCREPANCIES TO THE ATTENTION OF THE 288 E MONTAUK HIGHWAY LANDSCAPE ARCHITECT. Cz 15. THE CONTACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO ALL REQUIRED FIELD HAM PTO N DAYS NY OBSERVATIONS BY LANDSCAPE ARCHITECT. 0 a� z O ryY C= cC5 Q O 75 N `7 O C2 O ry� O O C1 0 U CD L J o o co O U U_ 0 co T' o � z CD $4 o M E a.3 0 a cis E Q W v LLJ a. Q _i a� W 0 Cz U CD >., EF Q O CDL AERIAL N Seal: TS cc5 73 `4 SHEET INDEX Cn DRAWINGS: ��s'�� v SCALE: REVISION. L-0 . 0 COVER SHEET NIA 10129124 -/ REVISED FOR SUBMISSION L- 1 . 0 EXISTING CONDITIONS PLAN 1 " = 16' 10129124 - REVISED FOR B STEM YNSG.LNCERVODA R.L.A. SU MISSION 0 2308 L-2 . 0 DEMOLITION & MOBILIZATION PLAN 1 " = 10' 10129124 - REVISED FOR SUBMISSION Revisions Q No. Date Description a L-2 . 1 DEMOLITION & MOBILIZATION - DETAILS & NOTES AS SHOWN 10129124 - REVISED FOR SUBMISSION 1 07/21/2023 PRELIMINARY REVIEW 2 07/18/2024 FOR REVIEW L-3 . 0 SITE PLAN 1 " = 10 10129124 - REVISED FOR SUBMISSION 3 08/01/2024 FOR SUBMISSION 4 10/29/2024 REVISED FOR SUBMISSION — . I I I : m, O V - ? 2024 L.m- 1 ® SITE DETAILS1 I I wu f L— N II - ' L cvS 1� L- yr GRADING. 0 RESERVED.- I 111 = 1 1 9 ® 1GRADING & DRAINAGE — I I I 9 i ` G� S Job Na. -� ® RESERVED.- PLANTING PLAN 111 10 I 01 230605 N • ate L-6 . 1 RESERVED: PLANTING - DETAILS & NOTES AS SHOWN THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 N A SURVEY PREPARED BY NATHAN Scale — • RESERVED: LIGHTING I I f TAFT CORWIN III LAND SURVEYOR,P.C. 1" =16' zly -P.O.BOX 16,JAMESPORT,N.Y.,LAST B 10 REVISED ON 4/1/2023. Drn.By GV L-7 . 1 RESERVED.- LIGHTING DETAILS & NOTES AS SHOWN • SOIL TEST HOLE DATA PREPARED Chkd,By SGN BY:MCDONALD GEOSCIENCE ON o 9/9/2022 Drawing No. • ZONE: R-40 3 ce • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN 0 IS NOT TO BE USED FOR LO , 0 12 CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES 10/29/2024 - REVISED SUBMISSION SET FOR PERMITTING - NOTE: NOT FOR CONSTRUCTION . 164$ MARRATOOKA RD - TREE/SHRUB INVENTORY / Onsite tree inventory:06/06/2023 DBH-DIAMETER BREAST HEIGHT HEIGHT LASS: 1-<15 ft. 2= ft. 3=30-45 ft. 4->45 ft. ARAIYS HEALTH:: i=Good '2=Eair 3=PooPoor 4=Dead / Tree;ID TAG# Botanical Name Common Name DBH or HT. HT.CL HLTH COMMENTS REMOVE/TRANSPLANT D B4 I G N LANDSCAPE ARCHITECTURE TREES Landscape Architects 1 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT. 1 3 THIN/WEAK TO BE REMOVED Site Planners 2 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT, 1 3 THIN/WEAK TO BE REMOVED / 3 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT. 1 3 THIN/WEAK TO BE REMOVED Development Strategists 4 THUJA NIGRA DARK AMERICAN ARBORVITAE 22'HT, 2 2 THINNED OUT/SHADED(+/-11 PCS) TBD 5 THUJA PLICATA'GREEN GIANT GREEN GIANT ARBORVITAE 5'HT. 1 1 +/-22PCS) TBD Agawam Studio 6 QUERCUS STELLATA POST OAK 26"CAL 50'HT. 4 1 T0REMAIN 38 Nugent Street 7 TILIAAMERICANA AMERICAN LINDEN 4"CAL 25'HT. 2 1 TO REMAIN Suite B / 8 THUJA NIGRA DARK AMERICAN ARBORVITAE 22'HT, 2 2 THINNED OUT/SHADED(+/-4PC5) TBD Southampton, NY 11968 E1 71 9 CARYA SP HICKORY 35'HT. 3 1 TO REMAIN (631) 283-1131 (office) \\ 10 THUJA NIGRA DARK AMERICAN ARBORVITAE 22'HT. 2 2 THINNED OUT/SHADED(+/-29 PCS) TBD (631) 283-6677 (fax) ;4) 11 FA GUS S YL VA TICA EUROPEAN BEECH 15"CAL 50'HT. 4 1 TO BE REMOVED info@ araiysdesign.com 12 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12"CAL 45'HT. 4 1 TO BE REMOVED 13 CARPINUS CAROLINIANA AMERICAN HORNBEAM 20"CAL 35'HT. 1 1 TO BE REMOVED h� 14 QUERCUS MACROCARPA BUR OAK 30"CAL 50'HT. 4 1 TO BE REMOVED 15 QUERCUS MACROCARPA BUR OAK 24"CAL. 50'HT. 2 1 TO BE REMOVED 16 ACER PALMATUM JAPANESE MAPLE 4"CAL 25'HT. 2 1 DOUBLE TRUNK,RED LEAF TBD / 17 CERCIS CANADENSIS EASTERN RED BUD 4"CAL 20'HT. 2 1 10 CONTOUR LINE 1929 18 ACER PALMATUM JAPANESE MAPLE 6"CAL 25'HT. 2 1 RED LEAF TBD TBD 19 QUERCUSALBA WHITE OAK 19"CAL 50'HT, 4 1 1 TO BE REMOVED t NGVD 20 QUERCUS MACROCARPA BUR OAK 26"CAL 50,HT. 4 1 TO BE REMOVED 21 QUERCUS MACROCARPA BUR OAK 24"CAL. 50'HT. 4 1 TO BE REMOVED 22 QUERCUS MACROCARPA BUR OAK 24"CAL, 50'HT. 4 1 TO REMAIN 23 MALUS SP. CRABAPPLE 7"CAL. 35'HT. 2 2 TO BE REMOVED 24 PRUNUS SP. CHERRY 4"CAL I 10'HT. 1 1 TBD (10� 25 MORUSALBA WHITE MULBERRY 6"CAL 20'HT. 2 2 TO REMAIN �✓ _ 26 JUNIPERUS VIRGINIANA EASTER RED CEDAR 4"CAL 25'HT. 2 2 1 TO REMAIN I 27 JUNIPERUS VIRGINIANA EASTER N RED CEDAR 6"CAL 30'HT. 2 3 MOSTLY DEAD TBD 28 QUERCUS MACROCARPA BUR OAK 24"CAL, 50'HT. 4 1 TO REMAIN oh I 29 QUERCUS VELUTINA BLACK OAK 32"CAL 50'HT, 4 1 TO REMAIN Q, 30 PRUNUS SEROTINA BLACK CHERRY 4"CAL 30'HT, 2 1 LEANING TO REMAIN E C ) `� I 31 UKNOWN UNKNOWN 2"CAL 1 4 DEAD TREE TBD 32 CARPINUSCAROUNIANA AMERICAN LINDEN 18"CAL 45'HT. 4 1 1 TO BE REMOVED I 33 CARPINUS CAROLINIANA AMERICAN LINDEN 18"CAL 45'HT, 4 1 TO BE REMOVED Q 34 QUERCUS ALBA WHITE OAK 40"CAL 50'HT. 4 1 TO BE REMOVED { 35 QUERCUS MACROCARPA BUR OAK 16"CAL, 50'HT. 4 1 TO BE REMOVED I� 36 PRUNUS SERRULATA ORNAMENTAL CHERRY 3"CAL. 20'HT. 2 1 TO BE REMOVED O 37 PRUNUS SEROTINA BLACK CHERRY 2"CAL 8'HT. 1 1 TO BE REMOVED 38 PRUNUS SERRULATA ORNAMENTAL CHERRY 2.5"CAL 18'HT. 2 1 TO BE REMOVED CC)P 39 PRUNUS SEROTINA BLACK CHERRY R HT. 1 1 TO BE REMOVED I I 40 1 1 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 2"CAL 20'HT. 2 4 TO BE REMOVED 41 PRUNUS SP. CHERRY 8"CAL 45'HT, 4 1 DOUBLE TRUNK TO REMAIN Cz X 42 PRUNUS SP. CHERRY 15'HT. 1 1 TO REMAIN Q (1 •6 43 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 1"CAL 11'HT. 1 4 DEAD TREE TBD 44 PRUNUS SEROTINA BLACK CHERRY 3.5"CAL 18'HT. 2 1 TO REMAIN C) 45 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 1"CAL 1O'HT. 1 4 DEAD TREE TBD ` 46 QUERCUS ALBA WHITE OAK 13"CAL 50'HT. 4 1 1 TO REMAIN cn 47 PRUNUS SP. CHERRY 3"CAL. 30'HT. 1 1 HIGH WATER MARK ON OCTOBER 10, TO REMAIN C/) 2022 ` 48 SASSAFRAS ALBIDUM SASSAFRAS 12"CAL 45'HT. 3 1 TO REMAIN 49 PRUNUS SP. CHERRY 2"CAL 25'HT. 2 2 TO REMAIN �- 50 SASSAFRAS ALBIDUM SASSAFRAS 12"CAL 45'HT. 3 1 T 0 REMAIN PILE 51 SASSAFRAS ALBIDUM SASSAFRAS 12"CAL 3 4 DEAD TREE TBD ' 52 QUERCUS SP. OAK 16"CAL. 2 4 DEAD TREE TBD 53 PRUNUS SP. CHERRY 2"CAL 25'HT. 2 1 TO REMAIN I `J 54 SASSAFRAS ALBIDUM SASSAFRAS 5"CAL 1 4 DEAD TREE TBD APPROXIMATE EDGE OF 55 SASSAFRAS ALBIDUM SASSAFRAS 45'HT. 3 1 TO REMAIN WETLANDS 56 SASSAFRAS ALBIDUM SASSAFRAS 5"CAL 30'HT. 2 1 TO REMAIN FLOATING WOOD DOCK LU $ I 57 SASSAFRAS ALBIDUM SASSAFRAS 8"CAL 30'HT. 2 1 TO REMAIN c� ' 58 CARYA SP. HICKORY 8"CAL 45'HT. 3 1 TO REMAIN � Lp 59 SASSAFRASALBIDUM SASSAFRAS 7"CAL. 35'HT. 3 1 2 TO REMAIN 00 60 SASSAFRAS ALBIDUM SASSAFRAS 6"CAL 35'HT. 3 1 TO REMAIN PILE � I ` 61 ACER SP. MAPLE 3"CAL. 25"HT. 2 1 TO REMAIN METAL RAMP c0 62 SASSAFRAS ALBIDUM SASSAFRAS 6"CAL 35'HT. 3 1 TO REMAIN O 63 SASSAFRAS ALBIDUM SASSAFRAS 11"CAL 40'HT, 3 2 TO BE REMOVED ELA 1 \ erly 64 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7"CAL. 40'HT, 3 2 TO BE REMOVED _ J Z I now or form 65 SASSAFRASALBIDUM SASSAFRAS 7"CAL. 40'HT. 3 2 TO BE REMOVED o STE�EN KRAMER 66 QUERCUS PALUSTRIS PIN OAK 15"CAL 45'HT. 3 1 TO REMAIN 67 QUERCUS PALUSTRIS PIN OAK 12"CAL 45'HT. 3 1 TO REMAIN z o p AW N RY PN 68 CARYA SP. HICKORY 12'HT. 1 1 TO BE REMOVED ❑ 69 CARYA SP. HICKORY 6"CAL 45'HT. 3 1 TO BE REMOVED CD \ FIXED WOOD DOCK WITH THROUGH FLOW 71�2�- . 1 SE 70 CARYA SP. HICKORY 12'HT. 1 1 TO BE REMOVED Q DECKING 1 N 14. X NOV 71 CARYA SP. HICKORY 6"CAL 45'HT. 3 1 TO BE REMOVED z CL) (2 I o �RPME 72 SASSAFRAS ALBIDUM SASSAFRAS 14"CAL 50'HT. 3 1 TO REMAIN 73 CARYA SP. HICKORY 4"CAL 30'HT. 3 1 TO REMAIN ^� LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY G I ` c,(OR 74 CARYA SP HICKORY 4"CAL 30'HT. 3 1 TO REMAIN >_+ EN-CONSULTANTS ON 2022 S' Z 75 SASSAFRASALBIDUM SASSAFRAS 3.5"CAL 25'HT. 2 1 TO REMAIN THE LINE ALONG APPARENT HIGH WATER MARK \ ` 76 CARYA SP. HICKORY 3.5"CAL 30'HT. 2 1 TO REMAIN O ` O / O / 77 SASSAFRAS ALBIDUM SASSAFRAS 3.5"CAL 30'HT. 2 1 TO REMAN O HIGH WATER MARK ON OCTOBER 10,2022 \ O� ' h 78 CARYA SP. HICKORY 4"CAL 35'HT. 3 1 TO REMAIN 79 ACER SP. MAPLE V CAL 20'HT. 2 1 TO REMAIN \ \��0� �� ' 80 CARYA SP. HICKORY 15"CAL 50'HT. 4 1 TO BE REMOVED O nj 81 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12'HT, 1 4 DEAD TREE TO BE REMOVED S 24°15 VINYL FENCE 82 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12"CAL 40'HT. 3 1 TO BE REMOVED 05" E 83 LAGERSTROEMLAINDICA CRAPE MYRTLE 20'HT. 2 1 MULTI-STEMMED TBD �1 �) t 84 LAGERSTROEMIA/NDICA CRAPE MYRTLE _ 20'HT. 2 1 MULTI-STEMMED TBD FLAG 1i _ 96,63' 3'1 \ { ' 85 LAGERSTROEMIA INDICA CRAPE MYRTLE 20'HT. 2 1 1 MULTI-STEMMED TBD G 3 X 86 CERCIS CANADENSIS EASTERN RED BUD 4"CAL 25'HT. 2 1 MULTI-STEMMED TBD 1.71 7 l 87 QUERCUS SP. OAK 24"CAL. 50'HT. 3 1 TO REMAIN O (F�6J \ (1 4 1 88 THUJA PLICATA'GREEN GIANT GREEN GIANT ARBORVITAE 18'HT, 2 1 (+/-)5 PCS TRANSPLANT SHRUBS Q X \ } A I 89 ELEAGNUS UMBELLATA AUTUMN OLIVE 12'HT.X 5'W 1 1 TBD CD O ^h 90 ILEXAQUIFOLIUM'DRAGON LADY DRAGON LADY HOLLY 3"CAL. 15'HT. 1 2 TBD LO -j CU 91 UKNOWN UKNOWN 6'HT. 1 1 TO BE REMOVED } CD W 16� 92 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 6'HT.X 5'W 1 1 TBD V � \ ELA 10 I W00 D 93 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5'HT.X 3'W 1 1 TBD o p 94 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5.5'HT.X 3'W 1 1 B E G 4 TU AR EXISTING HOUSE TO BE TBD v o EL G C} LNG 24 ' 1 25 26 REMOVED 95 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH - 5.5'HT.X 2'W 1 1 TBD N FL G 9 93 94 g5 1, 96 LAG 7 f� f 3 EIA 4 \ .�i \ \ �11 5� a 96 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH - 5.5'HT,X 3'W 1 1 TBD O WIRE FENCE 92, 1 \ \ 7 \ 97 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 6'HT.X 5'W 1 1 TBD a o G.) 1 98 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH - 6'HT.X 6'W 1 1 TBD EXISTING EDGE OF \ M CLEARING 97 g8 3 99 EUONYMUS SP, EUONYMUS 12'HT.X 5'W 1 1 TO BE REMOVED 4*4 A- Q 100 TAXUS SP. YEW 15'HT.X T W 1 1 MULTI-STEMMED TBD �► \ ' ;� ` 101 TAXUS SP. YEW 15'HT.X 1 O'W 1 1 MULTI-STEMMED TBD 10'CONTOUR LINE 1929 NGVD -� V J o �10� + p STONE o � IRREGULAR WIRE FENCE 102 ILEX SP. JAPANESE HOLLY 12'HT. 1 1 TBD 1 . 103 ILEX SP. JAPANESE HOLLY 9'HT. 1 1 TBD Z 104 ILEX SP. JAPANESE HOLLY 12'HT. 1 1 TBD O ], I 105 TAXUS SP. YEW 16'HT. 1 1 TO BE REMOVED PROPOSED SILT r (7.4� a ` 2 10 \ 106 ELEAGNUS UMBELLATA AUTUMN OLIVE 8'HT.X5'W 1 1 TBD 5 21 107 P1ER/S JAPONICA'SILVER FLAME TYP. o VARIEGATED ANDROMEDA FENCE \ �29"� PRINCIPAL SETBACK \ # ( s goo o " cov'o _ 5. ��1° C> PROPOSED TREE X EL /0 _Bj PORCH V wE 31 �� •5� EXISTING GARAGE TO BE Q PROTECTION ' COgI TOUR I/ � �� Op 1000, NBA yo 13•� X EX.CATCSIN Os REMOVED -i FENCE (TYP,) U TIE&BRICKS � LM /' \ X 102 0 CD 0 F90 EXISTING EDGE OF �, ly �12 � CLEA 41 4 Ej. 1 s CK T �OM� 43 • 44 TIE&BRIE/ X EXISTING TREES TO BE ITy �z �1 �\ A5 < <20l 0� LLJ °'ca_ TRANSPLANTED L `�' Q \�" 'x f r 12 6l 36 • \ VINYL a� G.4� 3T FT I_ ' _L /. �►1 c 40 103 J �4,yD ' Q �13.31 CONTOU FENCE / Seal: cn `5' 8 -r 1929 NGVD 10 CM g0 � 22l 38 . 39 now or fior IA 1 � X \ X18. l 47 as \ S VIER s�SAN ROW OF TREES • `�. ,� . �-. 1 •pl , + �� \'\ 56 � � 51 v l`Z2•�3� p �n Z �•,� q-' M z U HRNOBLOK^ ° 'a. + .n. Q CURB CESSPOOLG \1 I � m GIA BLOCK a •55 53 X 2 c ® ® EL 6 � � ° � � o v D2A `1� 1 EXISTING CONDITIONS LIEGEND .Cr HovsE Z �1 4 91 4,1�• l22•4� EXISTING PROPERTY LINE TEST HOLE 4:8 E� e -� 2 • \ �\ ' X EXISTING CONCRETE MONUMENTIs 7 4 01 .7� `� GM _ 8 C13 111 . ' 1.. ` • 65 • 53 �� h�22 EXISTING WETLAND BOUNDARY STEVEN G. NIERODA R.L.A. 11�, 3 ) X115. 69 . ° ©` `\ \ �o�eo 10' CONTOURLINE1929NGVD - _ - _ _ _ - N.Y.S. LIC. NO 2308 \ \ 59 000 - -- - Revisions RINCIPAL S CK, ° 11• �� 1 D EXISTING CONTOUR ( - >Cl a No. Date Description 10 EXISTING CONTOUR 5 INTERVAL - - - - - - -„o o C201 _ v a - 1 07/21/2023 PRELIMINARY REVIEW e - !t I EXISTING HIGH WATER MARK 1 0/1 012 0 2 2 C> o m �W 17. • l3 z g� 2 07/18/2024 FOR REVIEW s"JS�a r)? �'� '�2 n �� h �18 5\� � ��r X i 1 � \ ° 75 74 EXISTING EDGE OF CLEARING 3 08/01/2024 FOR SUBMISSION V• 7�'. 'I 3:1 I )( .byvF � 3� l6 4 10/29/2024 REVISED FOR SUBMISSION o EXISTING TREES © 6. N • " / 106 \ X 1231} m 15 / EXISTING WETLAND AREA 16 d 18 r/ 04 65 84 . 1 \ EXISTING WOODED AREAk-\\] E�Z1 5 I X a a WATEVEM HE E . 1T X�20.9) i (21.d 1 PRIVET HEDG 2 PR \ ET NE \ V j-5 ; �21 PRVDGE L Job No. a ° (�,�O NO_ T N 1 2 O*V • S.C.T.M. # 1000-123-03-01 230605 r EDGE OF PAVEMENT f2 rJ� dp !Z2.6, o v A 5� _Q �• # 1000-123-03-01 Date D a $ �22.71 D rr • THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 o D D N 3 '10"W D POLE 2 l22 ` 105.36' °" ` A SURVEY PREPARED BY NATHAN Scale X N 29°13"0" W 22 g� 104.52 v NYT#112� P p' D fl \ EXISTING CONDITIONS PLAN TAFT CORWIN ill LAND SURVEYOR,P.C. 1" =16'% o P.O,BOX 16,JAMESPORT, N.Y.,LAST �23• � p . p D X �23• � 23 7� 11 1 11 REVISED ON 4/1/2023. Drn.B X � SCALE: 1 = 16 -0 y GV EXISTING DRIVEWAY AND SOIL TEST HOLE DATA PREPARED Chkd.By 0 8 16' 32 64 BY:MCDONALD GEOSCIENCE ON SGN o M A R R A T 0 0 K A R O A D CURB--CUTS TO BE REMOVED 9/9/2022 Drawing No. • ZONE: R-40 .3 m • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN a IS NOT TO BE USED FOR L ■ 0 SCALE:1"= 16'-0° CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES 10/29/2024 — REVISED SUBMISSION SET FOR PERMITTING — NOTE. NOT FOR STRUCTION . o I RACER - � o i s�EVENK i z �I DAWN CD FIXED WOOD DOCK WITH THROUGH FLOW 02610411 E ' _� ARAIYS N71 , I \ z' I DEMOLITION/MOBILIZATION PLAN LEGEND : D B 3 I G N DECKING \ I 01 I LANDSCAPE ARCHITECTURE EXISTING PROPERTY LINE Landscape Architects \`�• LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY EXISTING CONCRETE MONUMENT 0 CM Site Planners ` �j-`Q� EXISTING WETLAND BOUNDARY EN-CONSULTANTS ON 2022 Development Strategists G 2\ I 2 ' �� A Agawam Studio 10'CONTOUR LINE 1929 NGVD - — ,_ v _ — THE LINE ALONG APPARENT HIGH WATER MARK � �� \, 38 Nugent Street EXISTING CONTOUR - Suite B EXISTING CONTOUR 5'INTERVAL _ _ _ _ _ _ _I o Southampton,3 1 (office) HIGH WATER MARK ON OCTOBER 10, 2022 �nJ C�'J EXISTING HIGH WATER MARK 1 1 _ (631) ara 1131 office o"J �� / ` 0/ 012022 nfo@ta?aiysdes gn83-6677 fcom \ 24o15,05tr E CD VINYL FENCE S EXISTING EDGE OF CLEARING ( � � G 11 �1 .7} / I EXISTING TREES FLA -- — _ 96.63' ?04le G3 EXISTING WETLAND AREA IEXISTING WOODED AREA \ \ TL A \ PROPOSED EROSION CONTROL MEASURES A\\ I EXISTING TREES AND SITE LIGHTING REMOVALS (*"LIGHT POLES TO BE SALVAGED AND RE-USED"* A 1 FL \ •�, I v \ $ WOODED ,_ 8 \ FAG 4 TUR AREA 2 EXISTING HOUSE TO BE ' 26 \ '" FL ,G g FL \ �. \ 7 4 LAG 24 .Q 25 REMOVED rr N \v v g3 94 g5 ` 96 LAG 3FLA \ \ \�v CIO WIRE FENCE \ 2 TREE PROTECTION o EXISTING EDGE OFF 7 o - -----CLEARING g \ — \ 10' CONTOUR LINE 1929 NGVD -- \ \ Q x . STONE - -- - IRREGULAR WIRE FENCE PROPOSED SILT �7 2 \ 3 9 10 / � 929 \ 2 a 2 \ ' \ FENCE (TYP.) /0'CL) �, - y �(� \ \ 10 D �--� R (5' Wo ; A err 67 � --- PORCH , 31 1 PROPOSED TREE —__,�. �> T;� \ 5� H gAs�N y y ,, 1 ' �4� 3. EX.CA1C EXISTING GARAGE TO BE PROTECTION v =�-�� / 1 / REMOVED CD CD �� _ [1� a �'v `� Q w FENCE (TYP.) 7 —( � \ 1 -� C:), TIE& CIO r EXISTING EDGE of \ v' Z l E \. __-_ \12� I _ OR 1 � � 6�Q� CLEA42 6 �y O r� I � S ---- -- --� oo L � ti ) BRICK �-- $� 4 \ v Q r \ �; AME r ,o oc pV F K STEPS 43 ' 44 \ S> ® }�H w _ �2 E&8R1C \ Lr C � �I sE EXISTING TREES TO BE 6 I� H �1 / \ \ 45 (20) TRANSPLANTED \ v \\y 107 K P A ,v A \ L� o BRIO 6� GOV D� �7 .Q (7 ,6� ,- \ :v 1 _ 3 O`� \ \ `, CD \ 8 4� 6 VINYL Q 103 4 T o 40 \ \ FENCE �, z s$ a� i .v \ o CD -� 1 3� 1929 NGVD 10 C/► a o now or 47 48 \ o� z 0 x -_ C AL , ROW OF \ \. I KW ��V \ - \ Q � TREES S � � -�' � —� �` � ,- 3.Q� FF pOD P ��, ., \/ n � � 5 O v 54 - p L ( >04 E ° —J \i HI B 0` s ° a o �=-y `35 3 \• \1 \ p �23 Q�D Q �, O BLOCK CURB , C SSP 0 0 ' I , , , \ A w� p W • cc 5 \\ ° (13 g / �� f� GE A7 . 1 / A - a � o o� R �, ; 4 � ,� CD 06 22 • g 4 1 64 CD- '- TEST HOLE '� G v \ 21,31 CL) \ A7 . I \� \ \ / ��' �22 ) Seal: 11, -� \ �16.3�j< ��6� / /ice--- -_ -� 1it� ��.6}�Z � �15•®} \ � �.5� , ` , � . 5 � 7 �� \ - 4 ECT 7 g 1)\ W -BONE AL 15:6 4 7 0 73 20 2 v '- a It 6 - ( \ 5 �� 1 , $.\ — _ �� 3� �7 � CIO • �� / a \ \ , (2204} STEVEN G. NIERODA R.L.A. c_�o / N.Y.S. LIC. NO 2308 �o a / 106 ,� Revisions l 4 ° Q w C, / Q �a X �23 � ° No. Date Description \ \ > 1 07/21/2023 PRELIMINARY REVIEW CD U \ 2 07/18/2024 FOR REVIEW O 1 WIRE F G RpEN A 6 , '° ° - 3 08/01/2024 FOR SUBMISSION \ w D ND �$ ��\ 86 85 �• 84 4 10/29/2024 REVISED FOR SUBMISSION WATER METE NOV - 2024 • 21 .�1 X ° 17 20.9� ° 21 .0) \ .7\ 4 HEDG� � � �`2,2 ) 5 pRNuE 21 .2 Z PR HEDGE ZA INS D ° a ° _.. 0 a a 1 e (22.7Y 22. EDGE OF PAVEMENT 6 p 7 NOTES: Job No. 7 230605 0 °22 �� p� �2� 2 4� T 222 p S.C.T.M.# 1000-123-03-01 p 2 $ D p p i i ii p POLE 1 05.36� ° p p °' # 1000-123-03 01 Date X N 29013'10" W 9 104.52 N 3 10 W 06/05/2023 p THIS PLAN HAS BEEN PREPARED FROM 3 2\ p D \ f 22 1 ® NYT#11-2 D p A SURVEY PREPARED BY NATHAN �2 ) o D \ G \ �23• o p DEMOLITION & MOBILIZATION PLAN • TAFT CORWIN III LAND SURVEYOR, P.C. Scale 1" =10' BOX 16 JAMESPORT P.O. N.Y., �y o p � 1 tl I iLAST . � t o .\ (237) SCALE: 1 = 10 -0lDrn B .REVISED ON 4/1/2023 y p o GV Chkd.By ✓ n p SOIL TEST HOLE DATA PREPARED SGN 3 EXISTING DRIVEWAY AND 0 5' 10, 20' 40' BY:MCDONALD GEOSCIENCE ON o 9/9/2022 Drawing No. CURB--CUTS TO BE REMOVED • ZONE: R-40 3 m • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN a IS NOT TO BE USED FOR L2 . 0 Y 0 SCALE: 1"= 10'-0" CONSTRUCTION PURPOSES, • AREA= 58,310 S.F. 1.339 ACRES 10/29/2024 - REVISED SUBMISSION SET FOR PERMITTING - NOTE: NOT FOR CONSTRUCTION . ARAIYS D E S I G N LANDSCAPE ARCHITECTURE Landscape Architects Site Planners Development Strategists Agawam Studio POSTS-STEEL,T OR U SHAPE TYPE OR 2"HARDWOOD 38 Nugent Street Suite 8 FENCE-WOVEN WIRE 14.5 GAUGE 61,MAX.MESH OPENING Southampton, NY 11968 (631) 283-1131 (office) __FILTER CLOTH-MIRAFI 14ON OR APPROVED EQUAL (6 1) 283-6671 (fax) info@araiysdesign.com 361,MIN.FENCE POST = z o z_ � U � O CC c0 N H T J UNDISTURBED GROUND FLOW SILT FENCE NOTES: r— ~COMPACTED BACKFILL 1. WOVEN WIRE FENCE(MIN.141/2 GAUGE MAX.6"MESH SPACING)WITH FILTER 76"TRENCH CLOTH OVER FENCE. BOUND STRAW 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES 1�:EMBED FILTER CLOTH BALES SPACED EVERY 24"AT TOP AND MID SECTION. 6"MIN.INTO GROUND `D C.� p_ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FLOW Q Q STRAW BALE INLET PROTECTION NOTES: —� — 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED NOTES: TWO REBARS,STEEL PICKETS,OR WHEN"BULGES"DEVELOP IN THE SILT FENCE. SECTION 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND 2"x2"STAKES DRIVEN 2'INTO \ /��~~ Yy j\\�\4"VERTICAL FACE L—J WOVEN WIRE FENCE IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. GROUND.FIRST STAKE DRIVEN AT -cn � SYMBOL (MIN.14 1/2 GAUGE MAX. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES AND ANGLE TOWARDS PREVIOUSLY 6"MESH SPACING) BEDDING DETAIL N POSTS(TYP.) 36"MIN.FENCE POSTS. PLACED SO THE BINDINGS ARE HORIZONTAL. LAID STRAW BALE.DRIVE STAKES a 10'MAX CENTER TO CENTER DRIVEN 16"MIN.INTO THE GROUND 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR FLUSH WITH TOP OF BALE RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE Q SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO CDFORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE �o z 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE ANGLE FIRST STAKE TOWARD N MADE PROMPTLY AS NEEDED. PREVIOUSLY LAID BALE .+'� -- —SILT ENC - 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO �`: _---_ a� AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. Flow -- Q O - - 6"PENETRATION INTO GROUND _-- TREE PROTECTION FENCING SHALL BE 4' MINIMUM MESH (SEE SECTION) ELEVATION - FENCING MOUNTED ON VERTICAL PIPES DRIVEN 2 FEET INTO —_ THE GROUND LOCATE AS SHOWN ON PLANS. ANCHORING DETAIL o TREE PROTECTION FENCE TO EXTEND TO DRIPLINE OF TREES TO '- N. TREE (PROTECTION FENCE TO TIE INTO CONSTRUCTION FENCE SILT FENCE DETAIL o WHERE PRACTICAL STRAW BALE DIKE DETAIL a� c� E= Cn TREE PROTECTION FENCE DETAIL SILT FENCE DETAIL STRAW BALE DIKE DETAILCD N.T.S. N.T.S. N.T.S. rr- O Cz a Q Cz "Ile U- O O a� CD Q Q E a� CONSTRUCTION METHODOLOGY Q 0 CD • CONTRACTOR TO FOLLOW "CONSTRUCTION METHODOLOGY" ON SHEET L2.0 BY ARAIYS DESIGN DURING ENTIRE PHASE OF CONSTRUCTION. O U N • THE EROSION CONTROL FENCING WILL BE LOCATED AND INSTALLED BY THE CONTRACTOR PER PLANS AND SPECS; EROSION CONTROL MEASURES TO BE INSPECTED AND APPROVED BY THE TOWN co o CD BUILDING INSPECTOR PRIOR TO COMMENCEMENT OF SITE WORK. T ao a� M • ONCE A BUILDING PERMIT IS ISSUED, THE CONSTRUCTION ENTRANCE MUST BE ESTABLISHED AND EROSION CONTROL MEASURES INSTALLED. E: W • ONCE THE CONSTRUCTION ENTRANCE IS ESTABLISHED AND SILTATION FENCE AND HAY BALES INSTALLED, THE DEMOLITION AND SITE WORK CAN COMMENCE. C/) a z w Q • ONCE SITE WORK HAS COMMENCED, WEEKLY INSPECTIONS OF THE INSTALLED SILTATION FENCE AND HAY BALES WILL BEGIN. AREAS ADJACENT TO THE SURROUNDING WETLANDS AND MEADOW LANE Z CD CD WILL BE OF THE MOST IMPORTANCE CD Q z I— N 06 Q • THE INSTALLED CONSTRUCTION ENTRANCE MUST BE UTILIZED BY ALL VEHICLES ENTERING AND EXITING THE SITE AND SHALL BE MAINTAINED AND INSPECTED ON A WEEKLY BASIS. J C/) CD J M J C W o • DEMOLISH EXISTING HOUSE AND REMOVE DEBRIS FROM SITE. CD Q N w a Q • DEMOLISH AND REMOVE PORTIONS OF EXISTING DRIVEWAY NOT USED FOR CONSTRUCTION ACCESS AND STAGING. EXISTING DRIVEWAY MATERIAL MAY BE USED FOR BASE COURSE OF CONSTRUCTION ENTRANCE. ca- CD ca- • THE DEMOLITION OF THE BUILDING ALONG WITH THE CLEARING OF EXISTING TREES AND SHRUBBERY FOR THE PROPOSED DRIVEWAY CAN OCCUR CONCURRENTLY. REFER TO ARCHITECT DRAWINGS A FOR BUILDING AND FOUNDATION DEMOLITION. PROTECTION OF EXISTING WETLAND MUST OCCUR AT ALL TIMES DURING CLEARING AND CONSTRUCTION. AT NO TIME SHALL ANY MATERIAL STORAGE Seal: C, OR VEHICLES BE LEFT ADJACENT TO WETLANDS. • 'IECT • ALL CLEARING SHALL TAKE PLACE WITHIN THE EROSION CONTROL LIMITS TO PREVENT DAMAGE TO THE SURROUNDING WETLANDS. �d �d �; • UPON COMPLETION OF CLEARING OF PROPOSED DRIVEWAY ENTRANCE, THE ENTRANCE SHALL BE BLOCKED OFF TO PREVENT ANY MACHINERY OR VEHICLES TO USE AS ACCESS WAY. AT NO TIME SHALL " z ' ' �:, = m � z z � k" o Q VEHICLES AND CONSTRUCTION EQUIPMENT USE ANY DRIVEWAY LOCATION AS ACCESS WITHOUT THE EXISTENCE OF A SUB-BASE WHICH WILL BE RECYCLED FROM EXISTING DRIVEWAY. EXISTING g ��s. - �.0 J \ ��S/ DRIVEWAY TO REMAIN AS ACCESS WAY TO CONSTRUCTION SITE UNTIL NEW DRIVEWAY IS CONSTRUCTED. AT THIS TIME, THE EXISTING DRIVEWAY SHALL BE BLOCKED FROM FURTHER USE AS ACCESS. �3 • UPON COMPLETION OF CLEARING, GRADING SHALL COMMENCE. GO a c� STEVEN G. NIERODA R.L.A. • CONSTRUCTION OF RETAINING WALLS FOR SANITARY SYSTEM SHALL OCCUR CONCURRENTLY WITH GRADING AND FILL. N.Y.S. LIC. NO 2308 Revisions UPON THE COMPLETION OF GRADING AND NEW DRIVEWAY CONSTRUCTION, FINAL CONSTRUCTION AND LANDSCAPE INSTALLATIONS SHALL TAKE PLACE. N 1 Date Description 1 07/21/2023 PRELIMINARY REVIEW O U 2 07/18/2024 FOR REVIEW • UPON COMPLETION OF ALL BUILDING CONSTRUCTION AND LANDSCAPE INSTALLATIONS AND THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY BY THE VILLAGE, THE PROJECT LIMITING FENCE WILL 3 08/01/2024 FOR SUBMISSION 4 10/29/2024 REVISED FOR SUBMISSION BE REMOVED. 1 2024- • MINIMIZE CONSTRUCTION PARKING ON NEARBY NEIGHBORHOOD STREETS. CONFORM TO LAWS OF TOWN OF SOUTHOLD �10'J • ENTRANCE TO STAGING AREA TO BE ROUTINELY SWEPT CLEAN OF DEBRIS AND MUD. NOTES: Job No. 230605 0 • S.C.T.M.# 1000-123-03-01 CONSTRUCTION METHODOLOGY NOTES # 1000-123-03-01 Date 4 • THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 N N.T.S. A SURVEY PREPARED BY NATHAN Scale TAFT CORWIN III LAND SURVEYOR,P.C. 1" =10' o • -P.O.BOX 16,JAMESPORT,N.Y.,LAST Drn B REVISED ON 4/1 ./2023. y GV • SOIL TEST HOLE DATA PREPARED Chkd.By SGN . BY:MCDONALD GEOSCIENCE ON o 9/9/2022 Drawing No. • ZONE: R-40 .3 0 • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLANcc s 0 IS NOT TO BE USED FOR L2 , 1 o CONSTRUCTION PURPOSES. A • AREA= 58,310 S.F. 1.339 ACRES 10/29/2024 - REVISED SUBMISSION SET FOR PERMITTING NOTE. NOT FOR NSTRUCTION . FLA 1 \ �\ �, I r fiormerly - Lij v � of � wNR�AN A s �\ -- \� \� DA SITE PLAN LEGEND : D B 3 I G N FIXED WOOD DOCK WITH THROUGH FLOW 0261 04tt E ' l \ LANDSCAPE ARCHITECTURE N 71 - z� � I DECKING \ 1 EXISTING PROPERTY LINE Landscape Architects ` 18 33 � \ C 14" }X tt2• I T— I p �RPME EXISTING CONCRETE MONUMENT GM l EXISTING VEGETATION TO REMAIN EXISTING WETLAND BOUNDARY — Site Planners —&— _ Development Strategists \` LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY , G 2 5� I 38 Nugent Street � � �. �®� � 1929 NGV010'CONTOUR Agawam Studio S 10 CONTOUR LINE 1929 NGVD _ � � � � � _ g EN CONSULTANTS ON 2022 _ � \ 2 EXISTING CONTOUR ___- \ � \i l;l` \ --- -- -- _-- -_- -__ __-- Southampton,Suit N Y 11968 THE LINE ALONG APPARENT HIGH WATER MARK \ EXISTING CONTOUR 5' INTERVAL info ar i i -- — _ _ — — (631) 283-1131 (office) ho \ (631) 283-6677 (fax)EXISTING HIGH WATER MARK 10/10/2022 _ _ _ @ a ysdes gn com HIGH WATER MARK ON OCTOBER 10, 2022 R) - \ c� 0 / \ � � `\ / \\ �, �\ �, ,/ EXISTING EDGE OF CLEARING CO / I— � \` � \ VINYL FENCE EXISTING TREES 96.63' 3 e1 FLAG 11 � \ \� �\ EXISTING WETLAND AREAi: ?04 FqF EXISTING WOODED AREA s � 6 _ _ 4°1 , \ _ - - - \ 1 I -\ — / EXISTING TREE TO PROPOSED SPOT ELEVATION 8.36 + REMAIN (TYP.) - - _ - - -- -I - _\\ EXISTING VEGETATION TO REMAIN PROPOSED CONTOUR 12 PROPOSED EDGE OF CLEARING 8 \\ + + \ FAG 4 \ TUR ARE ` PROPOSED GRAVEL DRIVEWAY + + \ LAG 2 25 26 \f �- �, \ \ FL \ \ 3 4 5 ! 4 i LAG,4 4.0}n o WIRE FENCE \ \\ \, \ \ + + \\\ 2 . + + + + + / + \ \ \ \ , \ \ f Q \ o \ 9 + + + + + + + + + + + + + + \ \ + \ \ • 2 \ \ \ + EXISTING EDGE OF +- +.___ - + + + + + + + + + + + + 9 + \ 98 \ \ + + + Q `_� + + �CL�ARING+ + + + +-+ +-- +---+ __+ +_-+ + + + \ �` + + + + + + 10' CONTOUR LINE 1929 NGVD , + + + + + + , + + + + + + + + + + + + + + + + + ++ —+ t_ + + + +- + + + + + + \ ' \ \ + + + + + + + + + + + + + + + + + + +STONE + + + + + + + + + -+ -+ _-�, +_±_ +--t + + + + + + o IRREGULAR WIRE FENCE + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +' +`+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + ++ + + + + + + \ + + + + + + � + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ / + + + + +`.,+ + + + + + ' + + + + + + + + + + + + + + + + + + + + + + + EXISTINU� EDGE �F CLEARINU� + + \ 10 i \ \' \ \\ ti / \\ �� PROPOSED o + + +�t + + + + + + +� + + 2 + + . . . + + + + + + + + + + + + + + + + + + + + + + + + + + + -+ \ 2 + + + j + + `� + + + + + + +` + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / \ \ POOL AND SPA + + + 4�+�,� + RI ��I1+B�CK + + + + + + + + + + + + + � } + + + + + + + + + + + + + + + X o S0, + + + + + 1�p + +++ + + ~+ + + + + + + + + + + + _-�-__ +_--� +?<+ + + + + + + + + + + + + + + + + + \ \ '0// + + + + + + + +--�+ + + + + + + + + + , + + + ` + + + + ,g + + + + + + + + + + + + + + + .. . . . \ \ \ cz 00� + -+ + +� + l� + + +,, + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + SFr + + +- + + + + + + + + + + + + + + + � } -+ + + + + +- - + + + + + + + + + + + + + + + + + + 5 \ + + ' } + + + -,-_.� + + + + + + + }� + + +--�" + + + + + + + + + + ,+ + + + + + + + + + + + + + + EXISTING TREE TO REMAIN (TYP.) 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MAX + + + + + + + + + + -•1 I + --r�I + + —I I i I I— + -� I L + + + + + + +;r K + + + + + + + + + + + + + + + . . + + + + + + \ \ ' + + .. ... . + + + + + + + + + + + + �kJ, + + + + + + + + + + + + + � + + + + + + + + + Q + + + --+�„ + + + I j + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ \ ti, • \ \ p ) -� `\ � \ �`� �\ � '�°� RETAINING WALL + + + + + + -- ---I--I - - - - + + + + + + + + + + + + + + + + + + + + + �' + 4 \ ;! \ �20� c� LO o + ^I �VER D ATI I + + + + + + + + + + + + + + + + + + + + + + + + + + + \ \ \ \ \ \ \ J) 'd- ,- CL) _ CO E 0 _ _ _ + + + + + + + + + + + + + + T 7. + + + + + + + + +;f + + + 4}, \ \ \ \ o LL- o ` F9 — — — maw — + + + + + + +X + + + + + +j<+ + + + + + + + { ® \ r \ \ \ \ \ VINYL z 0 I + � + + + + + + + + + + +, ...4 + + + + + + + , �l COVERED PATIO � _ � \ \ CD '' + + + + + �H _ + + + + + + +---� + ` \ / ` FENCE a+ (EL. 15.0) __ + + + + + + +--+ + �` + + + + \ + two . . . . . . . . PROPOSED DRIVEWAY Q ' ROW OF i - /�/ - -- 16x36 ; Q LAWN . �� \, �=- \, X s /- ' ,- ''�� - — -- , r + � TREES ' -�' . %% -- -PR POSED 2-S,TORY i - I I t I t 'POOH50 \- �� _ \ \ \ p — �". 1 I I I - -- _ '' .. __r R 0 P ~ / 5�/ ! • ' — = dSED 5 - RESID - - — - , �` \ 5 /- IIII SLOPE FFE 1 '' 'IN }� 0' - - � �-�\-;- � - --- — GARAGE ` 52 I I I I 'a 'lDRC I I f I / <>c i_ i' -i• - i t- 5 - I I 53 .\ / X D PROPOSED STAIRCASE /%%' % 'f�// ' ' % - — - -- -- - P a ' CD -/. i - CD- i - 22., A Seal: PROPOSED ALRESCO 16 - o �, DINING AREA �, - �� \ 01 CIO {- o DRIVEWAY (E .15) J 6 t - + + -6. PR1NCiPAL.SET ACKfill _ c� PROPOSED EVERGREEN + f + + + V x o SCREENING - �22 RETAI "' ALL t + + D PQ —� • + + + + + + + + + + + + + + + ` + + + o+ + + + + + + 4}� + + + + + + + �:� + + + + + + +�, _ + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '+ + + + + + + + + + + + + + + +r.— + + + + + + + + + + + + + + / r + + + + + + + + + + + + + + + + — + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + ``' X + + + + + + + X + +;. PROPOSED TREE ALLEE + + + + + + CIO + + + + + + + + + + + + +(1 + + + + + + + vV + + + + + (+� j + + + + + + + + + + + + + + + +� + + + + + + + + + + + + +� + + �t + + + + + + + + + + + -,_ + y—+ + + + + + +\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + +o + +`�+ + + + + + + +r' + + + + + + + + + + + + + _ + + + + + p STEVEN G. NIERODA R.L.A. Q + + + + + + + + + + + + + + + + + + + + + + + + + + � � �. + + + +�+ + + + + + + + + + + + + + + + + +�" + + + + + + N.Y.S. LIC. NO 2308 a ''+ + + + + , + , + '/+ + + + + + + + . + + + + + + + + � ~ + + + + +� + + + + � +� + + + + + + + + + + + + + + + + 22°4} -CD _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + / Revisions Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + (� + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + 3y+ + + + + + + + + + + + + + +,� + + + + + + + + + + + + No. Date Description `- + + + + i L + + + + + + + + + + + + + + + + + + + �.Z �3 �; �, + +0 + + + + + F + + + + + + + i + + + + + + + + + + �} M + + + + + LAW N t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4+ LAWN + + + + + + + + + X 1 07/21/2023 PRELIMINARY REVIEW ° + . . . + -H + + + + . + . + + . + + + + + + + + + + + + . + . + -I- + + + + + + + + + f- + + + + + + + + + + + + + + + j. + + + + + + H- + + + + + + 'laS Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ± + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �} + + + + + + 83 + / � �` p 2 07/18/2024 FOR REVIEW I� + + + + + + + + + + + + + + + + + + + + + + \+ + + + + + + + + �-+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .• (j, f 3 08/01/2024 FOR SUBMISSION 7 f ++ + + + + + + + + + + + + + + + + + + + + + + +�-k + + + + + + + + + + + + + + + + + �_+�_ + + + + + + �� + + + + + + + + + + + + + + \\c�** + + + + + I- . 1f/ �- + + + + + + + + + + + + + + + + + + + + + + + + + + + . .. �+ + + + + + ++—+ + +0 + + + + + + + j + + + + + + + + + + + 4 10/29/2024 REVISED FOR SUBMISSION f + + + + + + + + + + + + + + + + + + + + + 0 } + + + + + + + + + + + + + + + + + + + + + + + + + 16 +„ + + + --+— + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ + + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + f . + + + + + + + + + + + + + + + � + . . . + + + + + + + + + + 18 + + + + + + + + + +s + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 86 + + +/'85 + ' ', -- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�+ ' + w p + + + + -.. +--+ _+ + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3E + + + + + + + + + + + + t+-- +"- + + + + + + + ,�;>s ,., + + + + + + + + + + + + + + + + + + + WATER MATE + +\. + + + + +° + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + \ I k m " + + + + + + + + + + + + + + + + + - � + + + + + + + + + + + + + + + + + + + + + + + Ilk- `+ ` ep+#*+�p�•.. r eh ep4 r� '*�?ka'!` ` ' r IF r 5} N� v NOTES: o Job No. ` t, • S. # 1000-123-03-01 230605 ��' 2 D� �L L• } ?°� q} > ( } J ` # 1000-123-03-01 Date � p 2`�•v} \2� • THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 NI o I II D p r t N 30°30'1 0" W POLE 1 05.36' o fl D A SURVEY PREPARED BY NATHAN Scale X N 29 1310 W PROPOSED EVERGREEN SCREENING & ORNAMENTAL 104.52 Cr NYT#11-2 0 SITE P LAN • TAFT CORWIN III LAND SURVEYOR,P.C. 1° =10' (r)� 2} � �2�,.�} r1 tl®} D p D � D 1 (� I Ir — �— II -P.O.BOX 16,JAMESPORT,N.Y.,LAST Drn.By � PLANTINGS 1 t> X \� h \ SCALE. 1 — 10 0 REVISED ON 4/1/2023. GV r \ SOIL TEST HOLE DATA PREPARED Chkd.By SGN ^ 0 5' 10' 20' 40' BY:MCDONALD GEOSCIENCE ON d 9/9/2022 Drawing No. • ZONE: R-40 3 m AA6L 0 • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN M M IS NOT TO BE USED FOR L3 , 0 o SCALE:1"= 10'-0" CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION A: - 2 - -- — — — — — — — — — — - — — — — — — — — — — — — — — — A5 Covered DECKING 9 C M 3- NYS STATE LAW: -.-------.--Covered ._-Patio_ _ UNAUTHORIZED ALTERATION OR —DECKING IESTONE ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S L-------------- DW SEAL IS A VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, �_�_ ___�_ .__ � _��._ __�-.�w i i i I __ 1____� _____ i.______�__ RULES AND REGULATIONS OF THE STATE OF NEW YORK. BANQUETTE LU ARCHITECT'S SEAL&SIGNATURE: w Family0 Rm 0 Dining Kitchen TABLE Den w LU I I I I (D AL m 1jedriln-5 3' TxTISLAND XTISLAND I ------ L------ L--- Breakfast II II II I. --- REF WOVEN -------------------------- — — — — — — — — — — — — — — — — — — — — — — NfQRE __1 — — — — — — — — — — — — II II II FRZ --------------- An yy Bath7 Ante Hall te ui Sc, ulielry 0 1.- "JIB"DOOR - ® a IDAA REF F-wdr z (1)------------------------------------ Cove e. ____0 m it 1-T Mud_ ��` �_1_ • ——— ——— I Pntry BLUESTONE JOHN C. GRAMLICH BENCH LOCKER LOCKERS ARCHITECT Changing 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 jq - f3edrm-6 Bath-6 --------- IF JCGRAMLICH@GMAIL.COM Bedr-n-7 CLIENT INFO: 0 X KAREN & BILL z 0 1----�------- GOYDAN ui co T.4'SHWR 1645 MARRATOOKA RD Bath-8 MATTITUCK NY 11952 rr===9 Lu 0 f , I- PROJECT INFO: - - ( -- - Lu U) I Po ch af 1645 MARRATOOKA RD - ILI MATTITUCK NY 11952 BLUE TONE PROJECT TITLE: GOYDAN RESIDENCE PROJECT DESCRIPTION: NEW RESIDENCE PHASE: SCHEMATIC (SD) N CHECKED BY: INCEPTION DATE: JCG 10.17.2022 DRAWN BY: CURRENT DATE: JCG 05.25.2023 DRAWING TITLE: L J 1ST FLOOR CONSTRUCTION PLAN G E I ki F SHEET NO: b '2024 FIRST FLOOR PLAN ALE : 1/4" = 1' - 0" Sw-101d TOM FILE LOCATION: REVISIONS: INO. DATE DESCRIPTION 1 - 2 - 3 - 4 - 5A7 - 6 - g - Exterior Deck -------- - -- -----Exterior Deck--- — --- ----�---- _ —v NYS STATE LAW: ADDITION TO ARCHITECTURAL ---- PLANS OR SPECIFICATIONS ------ BEARING BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.E OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, \ _— = RULES AND REGULATIONS O o �� o IF] \ OF THE STATE OF NEW YORK. �_-- M.-Bath - - - - - - - _ ARCHITECT'S SEAL& SIGNATURE: - - - - - - - - - - - - - - Bedr -2 _ Lounge I II II I _ IZ II II 6'6x5'SHWR = -- - _--- ,-_------ -- - cn III II His (Do — — — Clos 0 o a Clos 1 -------_---------_---------T----------- I — J _ _ I L � R Hall - - - - - - - - - - - - - - - - - -� 3'x6'SHWR o Her Hall I I Balcony - Clos I I I _Bath-2_. ED JOHN C. GRAMLICH ARCHITECT ---- --- w ou cedariined o o>- 248 ROUTE 25A-SUITE#3066 - - - - - - - - - - - - - - - - - "� EAST SETAUKET, NY 11733 Clos --- — ---- — - Clos TEL(631)384-1752 ---- u JCGRAMLICH@GMAiL.COM Open to —_ CLIENT INFO: - - —� ---- � Lncrl�-2' 1 KAREN & BILL Below GOYDAN v - - - Be rm-4f - -- - - o - ( —�- m J Bedr -3 1645 MARRATOOKA RD F-N ---- MATTITUCK NY 11952 --- --- -- a � -t— -1 .�� I —� I I �Bath-4 I , _Bath — — — — — — — — — — — L PROJECT INFO: 11L o 1645 MARRATOOKA RD (—� MATTITUCK NY 11952 I rn PROJECT TITLE: GOYDAN RESIDENCE PROJECT DESCRIPTION: NEW RESIDENCE PHASE: SCHEMATIC (SD) N CHECKED BY: INCEPTION DATE: JCG 10.17.2022 DRAWN BY: CURRENT DATE: JCG 05.25.2023 DRAWING TITLE: 2ND FLOOR CONSTRUCTION PLAN SHEET NO: K24 sE� ;ate Board of Theses ■ FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION Al dl 1:1� T I J-7 A T ___TT 5 eo .01 _LL • Ij rA8 EFT- 17--i 7. FT-11 Y76-6 yhi �_z ml +711 E T J F _f 11 "T F 114 T 0 STATE LAW:. - J l7fl!" T.-I,7- UNAUTHORIZED ALTERATION OR J, ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS TTT -7177T LIJ 7 51 ------ SEAL IS A VIOLATION OF PART lo-11; 69.5.13 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS L= L T TI; T__T Tl__71- AE� ARCHITECT'S SEAL&SIGNATURE: J HT J_-17 7 L L T T j T litt _1 Ll I L-1 EL 18 GRADE co =L 16 F EL 116 GRADE i� EL 15 GRADE SOUTH WEST ELEVATION SCALE : 1/4" 1 - 0" FRONT ................ 1-1- 1-1191-111-1.1 ..... ------ t I JOHN C. GRAMLICH 1771F 71,i 1 -1 JI J 11 i I ARCHITECT -------o'5_ 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 TEL 384-1752 JCGRAMLICH@GMAIL.COM CLIENT INFO: KAREN & BILL J- 1645 MARRATOOKA RD _717 PROJECT INFO: 4 AA lt. j 1645 MARRATOOKA RD MATTITUCK NY 11952 ---J PROJECT TITLE: _J GOYDAN RESIDENCE PROJECT DESCRIPTION: Lid: I T NEW RE L SIDENCE T L PHASE: T !j SCHEMATIC (SD) Ll WI t CHECKED BY: INCEPTION DATE: JCG 10.17.2022 T-T-TIT--f-T T DRAWN BY: CURRENT DATE: JCG 05.25.2023 C) I DRAWING TITLE: Lo EXTERIOR ELEVATIONS V E CD SHEET NO: L FFF7 C:) A UG 5 2124, SOUTH EAST ELEVATION SCALE : 1/4" = l' - 0" R.SIDE Bond ofTrusfeei FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION A2 A3 j77r7T- X /5\1 -11 1. 1 L --i A6 III f I IT] I III 4 1 [J-11-1- -F - A8 A L I I NYS STATE LAW. T UNAUTHORIZED ALTERATION OR r ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS ti BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, 71 F'T j.T J -TTT FFT T F T ARCHITECT'S SEAL& SIGNATURE: tu IT -I E F-I J. L A-1 I L-J.11- --rT T ILL 7� Lull j==4 — —— ———————— I -j-1 I EAST EL ELEVATION JOHN C. GRAMLICH ARCHITECT . 1 F i -- 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 L--A I 1 TEL(631)384-1752 F J I CLIENT INFO: KAREN & BILL GOYDAN 1645 MARRATOOKA RD MATTITUCK NY 11952 I j a j��j. t:j 1645 MARRATOOKA RD MATTITUCK NY 11952 IT -J I. Tl - -- . _..- — _. L_. -- I ' j - _ .. Z ^ -_. PROJECT TITLE: T TITT-T77177ITTIT—111 7 T -r L GOYDAN RESIDENCE PROJECT DESCRIPTION: NEW RESIDENCE PHASE: SCHEMATIC (SD) CHECKED BY: INCEPTION DATE: — -- I= rC JCG 10.17.2022 T 1-17TETIT7 DRAWN BY: CURRENT DATE: 'T' j I JCG 05.25.2023 � f ! I I 778 7- J.7- I I DRAWING TITLE: �LLr EXTERIOR It] I I , ELEVATIONS TT -A I I E C E I V E woos .v"mWEST ELEVATION IN A U 5 5 2002 4' SHEET NO: moon A won= 00-0 Noma Soift--Id Town Board of Tnj�fqei FILE LOCATION: — — — — — — — — — — — — — — — — I I REVISIONS: I I NO. DATE DESCRIPTION I I — -- - -- - - - — — — — — — 2 - I I I I I 3 - 4 _ I I I I I I 5 - I I I I A7 _ I g - I Ag - I i I NYS STATE LAW: UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S i SEAL IS A VIOLATION OF PART 69.5.E OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK. ARCHITECT'S SEAL & SIGNATURE: D i RE ARcy MAIN GIRDER WITH COLUMNS - - - - - - _13 _ MAIN GIRDER WITH COLUMNS -E_ - - - - -E3 - MAIN GIRDER WITH COLUMNS fl - - - _ -0- _ - - - y� 03805� OQ FOP NEB i i i Mech e -------- ------- ' Electric& Sewer JOHN C. GRAMLICH ARCHITECT i 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 IF __j TEL(631)384-1752 JCGRAMLICH@GMAIL.COM CLIENT INFO: KAREN & BILL GOYDAN 1645 MARRATOOKA RD FINISHED BAS�EM�E N T PLAN MATTITUCK NY 11952 N PROJECT INFO: 1645 MARRATOOKA RD MATTITUCK NY 11952 PROJECT TITLE: GOYDAN RESIDENCE PROJECT DESCRIPTION: NEW RESIDENCE PHASE: SCHEMATIC (SD) CHECKED BY: INCEPTION DATE: JCG 10.17.2022 DRAWN BY: CURRENT DATE: JCG 10.21.2024 DRAWING TITLE: PILE & GRADE LEVEL NOV - 1 2024 PLAN SHEET NO: 25 ................................................ ..................... ................................... ...................................................................... ................................... ...................................................................... IJI GOYDAN FA-E OF BU SPECIFICATIONS .16'X III-X 4-DEEP M.11111, 1 MAC 11e'R VENTSTACK COAPACTED EMBEDMENr AIR I LOW 1 3.5 CFM 2�J-11 0 NORMAI PRF".11TRE STDPPER OR END PLUG MAW SLATE OR OTHER k 7A 614 1, FLOOR SLAB OR STRUCTURE SUTABLE COVER ClUILIA CONNL.CrION EM, EXIS, GRADE 0.0'± 11)"I ICONSUNII ICON 83 IT II W 20 .................................. .................................. ................................... .......................................................................... .................... ................................................. I v/1 'f 11 NEE1.I PIP My E) !"WER CA13LE 611I I' -i�� rw, PX-4 INTERIOR X d p.�I.wmthg[A. M..d 2 iate...�wq,trmdtwhi,, 2' RISERS TO GRADE: 20-INCH POLYLOK DISTRIBUTION Me PROP FFE 16,0'± PROP. GRADE I&W-C W/SAFETY GRATINGS: BOX W/SAFETY GRATING L WATERLINE Iw-0 onmry 3-th, STONE WALL Q6_ .k�pldi,phmp,�,alwh1v�-y 12-ths 1645 MARATOOKA ROAD, PROPGD 16.0'± ......................................... ........ . ..... ... ....- ... . *.,�:f::L.-.. ....... IN-A d gd wd]Mgp�the A,td,,SWp• .................. ..... .... ...................................................................... ......................................... ....... . . ................................ fu..) - SEPTIC TAW MATTITUCK, NY 11952 MINIMUM 4100 TCAST IRO EXTENSION FROM 9 NIATIFfm-FIFTE EFORE TRANSITION TO 4"0 PROP IE 13.0'± F UNDMTION 13 COMPLIANT SDR 35 SEWER PIPE IE, 1�.7'± ............. ....... IE: 12.6'± IE! 1 ....................: 2.4'± IE: 11.81; .................................. CLEANOUT AT FACE OF BUILDING CO ON BASEMENT INTERIOR 10/ ............................... .......... FLOW EQUALIZE .......... ....................................................................... . ...... ....................... . ................................ ................................................................. .................................... ................... ...........:: # TYPICAL CLEANOUT DETAIL .................... 4-INCH PVC SDR35 0 SCALE: NT5 z--INCH PVC SDR35 MIN SLOPE .01'/LF: SCALE: NT5 .02'/LF MIN SLOPE CEN-10 I/A *S ........... ..................... ..................... v .............. .............................................................................. ...................................................................... ................................... DISTRIBUTION BOX 05 ............... POLYLOr V TOWN OF SOUTHOLD (3X) 7-FOOT DEEP X 10-FOOT DIAMETER /(0 SCALE: NT5 PRECAST LEACHING POOL WITH PRECAST DOME AND RISERS.: 4. FUJI CLEAN MAC I OOR E3LOWER SUFFOLK COUNTY 0 -RITHEST EXPECTED GR-U-UNDWATER ELEVATION 1.0' A� PRECAST CONC, SCALE: NT5 ................. (b ACCESS COVER MEASU LEACHING POOL NOTES - - - - - - - - - - ;_ - _ :- - - �J ��/,/ / ,� - THREE (3) 10-FOOT DIAMETER X 7-FOOT DEEP -51 PRECAST CONCRETE LEACHING POOLS. C 9 0 CO 4. MINIMUM 7-FOOT EFFECTIVE LEACHING DEPTH Of 10/ 201 3 0' 401 70/ 80/ 4�3x� POOL. PRECAST 4� 4 'i PRECAST CONCRETE SLAB COVER W1 HIGH DOME. ;z, CONCRETE !�iv • MINIMUM BURY DEPTH Of COVER 12-INCH TO SANITARY SYSTEM SANITARYSYSTEM PROFILE ELEVATION f�- 1, DOME .4 GRADE, MAXIMUM 24-INCH. SCALE- NITS DESIGN CIS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MINIMUM TOTAL Of G25 5F EFFECTIVE LEACHING C� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10-FOOT .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AREA FOR UP TO 9-BEDROOM HOME. GGO I/A OWTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED. DIAMETER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PRECAST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DEEP HOL-11 CH EE 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING 501L CONDITION STATEMENT VENTILATIM PME < CONCRETE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 501L TEST HOLE DATA FROM MCDONALD LEACHING GE05ERVICE5 CHAMBER Volume al 0. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------I (D Sedimentation Chamber 558 q POOL 10 / 0 LEACHING POOLS TO BE PLACED IN CLEAN SAND - -Filtration Chamber 556 < 08 AND GRAVEL ONLY (5P, 5W). ",AD,L., Aerobic Contact Filtrati on Chamber 248 3. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,411SINFECTIEN Storage Chamber 125 a, LEACHING POOLS REQUIRE MINUMUM 3-FOOT AS-BUILT SITE INFORMATION: CYLINDER a]-TMNAL) Disinfection Chamber I I jj� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -5UfFOLK COUNTY TAX MAP ID: Total Volume 1,498 28 U) < VERTICAL SETBACK FROM HIGHEST EXPECTED HIGH 4'DIRT PM, MJTILET PIPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AA C:k . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - GROUNDWATER. 1000-123-03-01 SPECIFICATIONS 1 000-1 23-03-02 13 IX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXPECTED GROUNDWATER AT EL 1 .0'. -EXISTING 2 STORY HOME TO BE DEMOLISHED. :...... Anaerobic Media PP/PE 6% lb t- Board Type Aerobic Media PVC/pp 71/6 xn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 Aerobic Media PP/PE I Filling Rate 1 541/. 1 10 1 _V i 501L CONDITIONS MAY VARY AND NEED TO BE PROPOSED CONSTRUCTION 2 STORY HOME II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AIR LIFT PLW Blower 3 0 cfm -'46 Z V, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONFIRMED IN FIELD AT TIME Of INSTALLATION. AND DETATCHED GARAGE. Tank FRP METAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -LOT AREA: MET BAFFLE PVC/PP/PE RAMP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUITABLE SOILS ENCOUNTERED AT 4' BELOW GRADE 5CTM 1000-123-03-0 1: 0.930 ar-, 40,5 10 5qft 0 !A Covers Pla�ticf Cast I on (0 te) ILLI I I I Disinfectant(Optional) Chlorine Tablets C'4 C15 -- - - - - - - - - - - - - - - - - - - -------- - - - - - - - - - - -- BASED ON TEST HOLE. 5CTM 1000-123-03-02: 0.409 ac, 17,800 5cift j -PROPERTY LOCATED AT: 10- 1- 11 z i I REMOVE AND REPLACE UNSUITABLE SOILS If RECUMUll-ATMIN BAFFLE 1 0 1 1 1 G45 MARATOOKA ROAD, MATTITUCK, N NECESSARY WITH CLEAN SAND AND GRAVEL FOP, A FLETV EPENM CrYP CCLEA09M UPEPM40 B TOWN Of SOUTHOLD, SUFFOLK COUNTY, LEACHING POOL DETAIL DIAMETER Of 51X FEET FROM LEACHING POOL NEW YORK (3-FOOT COLLAR), EXTENDING DOWN INTO THE -SURVEY PROVIDED BY: 5CALE= NT5 c, NATHAN TAFT CORWIN 111, LAND SURVEYOR Do EXISTING ACCEPTABLE MATERIAL (5P SAND). DATED: OCTOBER 12 2022 41 MANHCLE -TIDAL WETLANDS DELINEATED BY 181 MANHOLE 1: 111, Ur MI(TYP 241 K%%ME 0I O EN-CON5ULTANT5, DATED: 2022 -VERTICAL DATUM-NAVD ' 1988 DATUM <6 D TYPE -SURFACE WATER AND WETLANDS SHOWN ON S 24*15-'0599 CMTACT MEDIA E wo A� SITE PLAN i \ °E GENERAL NOTES: ALL HOMES WITHIN 150LF ..... .... TIE LINE ALONG APPARENT 96-63 1 . EXISTING HOME TO BE DEMOLISHED. PROPOSED CONSTRUCTION Of 2 H MARK v tH MARK CONNECTED TO PUBLIC WATER. _S7 STORY 915EDROOM HOME WITH POOL AND DETACHED GARAGE. I/A OWT5 T= �'Olv'l ASSEMBLY V z 0 xl�, HIGH WATER 0� SIANITAKY REPLACEMENT DESIGN. MARK N OCTOBER 70, 2022 Nc� /+ 4_� 2. SITE PLAN AND REFERENCE ELEVATIONS TO 13E USED SANITARY SYSTEM A) z\6 CONSTRUCTION ONLY. 0 _V1 NZSC�A - O WETLANDS AREA 01 V C MEDIA C) _r�011 11 EXACT PROPERTY BOUNDARIES, UTILITY LOCATIONS AND --C TIM ASSENN-Y C� ELEVATIONS ARE NOT GUARANTEED. f Cv 3. REFERENCE ELEVATIONS BASED ON PROPERTY SURVEY. 70, MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR CCIV?-GUR PENCE 4. ONSITE UTILITY 5.9'N. 8 EDGE OF CLEARING SECTION A-A VIEW SECnON B-B VfEW lb TO PERFORMING 51TE WORK. FUJI CLEAN CEN- 1 0 I/A OVI DETAILS 7929 1vGI,,0 STONE A 5. 501L TEST HOLE DATA PROVIDED BY MCDONALD GE05ERVICE5, DATED: /0 1/ SCALE: NTS, 01 )` PROPOSED 10' DIAMETER 09-00-2022 OI PRECAST STORMWATER EL--6 GRADE DRYWELL LOCATIONS (TYP) G. GARAGE WASTE PIPE TO BE CONNECTED TO SEWAGE EJECTOR PUMP IN BASEMENT SLAB BY LICENSED PLUMBING CONTRACTOR. FUJI CLEAN CEN-10 FOR RESIDENTIAL STRENGTH WASTEWATER UP TO 000 GPD, DESIGN fOR.UP TO 9-BEDROOM 9e0 GPD. 8 GRADE�7________ 7. EXISTING SANITARY CE55POOL5(5) TO BE PUMPED * REMOVED AS SECONDARY SAFETY COVERS TO BE INSTALLED UNDER ALL TREATMENT UNIT COVERS. C�l fL ,O\JFR ------ NECESSARY PEP, 5CDH5 STANDARDS. 0 0 GRAVEL BASE AND PROPERLY 13ACKFILLED PEP,MANUFACTURER RECOMMENDATIONS. C� C3 WOOD p Ij Ar TANK TO BE INSTALLED ON LEVEL COMPACTED SAND OR PROPOSED I/A OWTS, 5EPTIC SYSTEM FOR UP TO 9 BEDROOM RESIDENCE: I . ONE( ( ) FUJI CEN- 10 I/A OWTS USE WITH MAC I OOP BLOWER AND FUJI CLEAN CONTROL PANEL. MAC BLOWER TO BE I WIRED. % I lb/ 05 -(1 ) FUJI MAC I OOP, BLOWER AND CONTROL ASSEMBLY. '/A- 2. ONE (1 ) INSTALLER ONLY. --Ll- &--6RADE INSTALLATION TO 13E PERFORMED BY A FUJI CLEAN AUTHORIZED -)+ . 3. THKEE(3) I O' DIAMETER, BY & DEEP PRECAST LEACHING POOL. 7' MI OP cb 0 START-UP AND SERVICE TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED SERVICE PROVIDER ONLY. SL07I EFFECTIVE DEPTH WITH HIGH DOME AND CHIMNEY. �- �EL 12 --- UI DW TIE BF,�K_ ,v 0-1- _t, 0 4. ONE (1 ) 10' DIAMETER FUTURE EXPANSION AREA. STEPSLPN 5) A- GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: 10 wFRo 1 v. r --,% REVISIONS: LIT POST AT AN ANGLE 1- 7 19/ 1 N�l I I Lo 1 . PROPOSED I/A OWT5 DESIGNED FOR UP TO 9-BEDROOMS PER TO ALLOW WATER TO ck�-S: j C RUN OFF 11111N�), I M SUf FOLK COUNTY DEPARTMENT Of HEALTH 5TANDARD5 (SCDH5). NO. DATE DESCRIP. 11 WESIONE y Llaq - �/�!_AV 11 --- O� I _LLL�R I I , EL 8 1� 6- 2. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT 6' --GRADE U-11 LEAN NEMA 4X $ CONTROL PANEL I C IPI FOUNDATION PENETRATIONS AND 4-INCH 5DR-35 BETWEEN Z-6- 0 C) 00 C'-'o FOUNDATIONS. EL 0 GRAD 3. I/A OWT5 SHALL BE TESTED FOR WATER TIGHTNE55 PRIOR TO PROP 2 STY-fR OWL BRICK 1K f ... - - L X�7 Ar C LEC.AND CONTROL PROP FFEL: 16._O�* 7: L� L -- [)RYWEL ARRIVING ON51TE U51NG THE METHOD APPROVED BY MANUFACTURER. TO 13 ZI , ", 0 BLOWER 4t PROP IE: 13'± 'GRi 0 4. THE DESIGN ENGINEER SHALL OVERSEE THE OWT5 DURING 5Y5TEM 0 ONTP i0E -i I OWT5 OL WIPING TO EL 15 FF GARA6 y STARTUP. t 6 5. CONTRACTOR 15 RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS RE55Uf TREATED 0a. 4j 4X4 POST EL 16 FF Z ", PROP IE, 14'X:k AS NECESSARY PRIOR TO INSTALLATION Of THE PROPOSED GRAVITY OMF C SCALE: 1:30 WEATHER PE515TANT CO ON BASEMENT1\ 1, "1 CONNECTION. ENCL05URE SUPPLIED -1 1�0 1 1,141 ILI 11 1 *1,41 1 13Y MANUFACTURER INTERIOR E__71 D 7 DESIGNER: rAO --WASTE PIPE ON 45' 1 "'VII 1 141 1- 7 G. THE OWTS, INSTALLER SHALL BE LICENSED, HOLD AN ENDORSEMENT A --ESSPC_ vl " DATE: 05-26-2023 "'D P DOLS 21. ' i C'� 1. 15.8 C FROM 5CDH5 AND BE A HYDROACTION AUTHORIZED INSTALLER. EL 16 GRADE BLIEIT6�,_ 7. THE OWT5 INSTALLER SHALL REGISTER THE ONSITE TREATMENT PROPOSED FUJI n 0�,DR y 101 GN + SYSTEM WITH 5CDH5. THE DESIGN ENGINEER SHALL PROVIDE 5 , 1 Pam CEN-10 I/A OWTS 00 CO L, 15 Ay 1 13-0 R CERTIFICATION DOCUMENTS AS REQUIRED BY 5CDH5. MAC 11OPA Alp BLOWER A-1-1 TT WATER LINE FROM HOUSE 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE kLEC.SUPPLY PROPOSED POLYLOK IN----I-:;7 TOW 19'db/ 114�w ALL FROM DWELLING BOX 20 IN 5' IN;7 TO GARAGE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE To O� DISTRIBUTION B �III V-1=1- N,- PROVIDED TO 5CDH5 FOR I/A OWT5. HOMEPORT ENGINEERING P.C. If /-r % M1 L R w I N�) ry PROP. SEPTIC LINE TO 10. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM Of THE THOMAS A O'DWYER, PE FUJI CLEAN CONTROL PANEL DETAIL L j (0 HOUSE BY LICENCE p LP P 1 0 0 K, OWTS. LIC. NO. 094873 M PLUMBING CONTRACTOR. SCALE: NT5 v INSTALL EJECTOR PUMP. 1 1 . WATER SOFTENER, BACKWASH SHALL NOT BE FLUSHED TO PO BOX 1111 FUJI CONTROL PANE MAC BLOWER ASSE B Y/ X� PROPOSED SEPTIC SYSTEM. SETAUKET, NY 11733 12. I/A OWT5 TO BE PASSIVELY VENTED THROUGH PLUMBING ROOF 00 EX 10 VENTS. WIRE FENCE 22 AROUND 0) CL R GARDEN AREA 0 4% LEGEND Q, YYY 5: Cl-CAST IRON AN MAX-MAXIMUM MIN-MINIMUM CIRCUIT BREAKER NOTES: 5' Al < OWTS-ONSITE WASTEWATER TREATMENT SYSTEM Q111 n Co--CLEANOUT HIDGE-R-OW- HEDGE ROW 'It;'t CP EXISTING SANITARY CESSPOOL PT-PERCOLATION TEST OF NEW,, 00. V MAIN BREAKER A, E 0 17.5' CTG-CUT TO GRADE ELECTRICAL PANEL FUJI CONTROL PANEL 0.0' SCDH5-SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES HOUSE PANEL DARK BROWN LOAM (OL) D5-D15TRIBUTION BOX 411S 011D 0.5*- EL ELEVATION 5T-SEPTIC TANK CB L 1 20 AMPS 120VAC EX EXPANSION POOL TH-TEST HOLE CB-L1BI 22.7 FOUND CO NC. MON. 22.6 EDGE OF PAVEM 22.6 FOU '2, PALE BROWN SILT (ML) EXIS-EXISTING 4� 05S. 0.3'W. T 1, V v A V, 22. 4.0' FfE-FIN15HED FLOOR ELEVATION V-VENT t' 9 9 OOCONC, RG-6 1, TYP TYPICAL 1045 w PROPOSED UNDER ROUND GE-GRADE ELEVATION \A" WATER METER N nr, ". p �z 23.2+ N 29013'110" 3 30'1 105.36' TEST HOLE DATA GE-G rn +229 ELECTRIC SE-RVIV..,F- v v 11�1 (TEST HOLE PERFORMED BY GPD-GALLONS PER DAY yip Jr 2 11 MCDONALD GEOSUMC HEGE-HIGHEST EXPECTED GROUNDWATER 40 .1 1_0 PALE BROWN FINE SAND (SP) �® 0 48T FUTURE EXPANSION PRDPOSED PUBLIC WATER\SERVICE Z�J I/A OVvTS-INNOVATIVE ALTERNATIVE OWT5 + ON SEPTEMBER 09, 2022 IE-INVERT El FVATION E F: 1 V FUJI CLEAN CEN- 1 0 5INGLEf LINE WIRING DIAGRAM ID, 7 LF-LI NEAR FOOT PROPOSED PRECAST CONCRETE 10'X7 AT 1645 MARATOOKA ROAD LP-LEACHING POOL SCALE: NT5 LEACHING POOL WITH TRAFFIC SLAB OR LOW MATTlTUCK, NY 11952) It Lj) U LI DOME COVER & TRAFFIC RISERS TO GRADE. AUG CD MARRATOOKAROAD (TYP) WATER IN PALE BROWN FINE SAND (SP) EL -1.5' SHEET: WATER ENCOUNTERED 18' BELOW SURFACE Id Town SANITARY SITE PLAN 0 20' 40' Board of Trustees SCALE= 1:20 1 TEST HOLE INFORMATION 5CALE= NT5 FILE LOCATION: REVISIONS: S E P 2 0 2024 NO. DATE DESCRIPTION 1645 MARRATOO RD MATTITUCK , IkN' Y 11952 2 _ 3 - 4 - -/ cf) \, - 5 i \ 6 J / Q � z �, - i g - Z O w � �� Al /- Q , - /--/'' EL 6 GRADE i NYS STATE LAW: G) /- ► - O z 7 , UNAUTHORIZED ALTERATION OR EL 8 GRADE �' — -----__ X / S ADDITION TO ARCHITECTURAL / 1 W r __ O , PNO \, PLANS OR SPECIFICATIONS 0 r-- Z '--� --_� ' ��' ` 1�J� BEARING A LICENSED ARCHITECT'S —I J oM \ SEAL IS A VIOLATION OF PART CO/V�. ti O m Q Q �` F� 69.5.B OF TITLE 8 OF THE - -__ �'Gj� ` ` OFFICIAL COMPILATION, CODES, CD m p \ RULES AND REGULATIONS O ``_==_" < �` OF THE STATE OF NEW YORK. z - m 'o 7 co `, ARCHITECT'S SEAL&SIGNATURE: ti O �'- EL 6 GRADS �/ \�► w EXIST'G 2-STORY tt m Rq,yh' ` DW �� O0 11 F� RESIDENCE TO BE ;'l1I --� REMOVED E q� FZ II It nonnE--- � --- I' Z --------------�� ----- ----- s� Js EL �15.8 COVERED PORC ---- -' I / FOF NEB} O r — EL44GR/�DEJ ti :: ::,_ :,.a :.,_ _ _=_____-_._ _f_._+_`. tI L_ e ' EL 8 GRADE OS \ EL-.15.0 .. _ J ._PORCH z E 10 GRADE 7 ------ op gip/ 0 0'0„ �-LLIJa� I 1 � EL15FF r . a� I I -------- J O H N C. G RAM L I C H a - - -- - ARCHITECT a EL 16 FF EL 15.8 ,_._ _. f __ ; ._ _- i 248 ROUTE 25A-S EL 15 110 F - - 7 SUITE#3066 I j f a I � Ni' ! 1 I '2 i 1 I , � PORCH _.;.._.__.;___.. _.:_._._a_._..;_.___..�.___.,.. __ ". .-L._..... ._. '-____ ,'r __._..__�___.._4 ..- _. __ . -_. Y 11733 [6[6[6 , : s I ' t q, ' i ! i i � � j s � �r '., !_.�,�' -' __ TES(63 )3 - G s EA S AUKET N __. _ -_-_ .... _ ._ _. _ T ARAG E;TO_ TEL 84 1752 _. fE - i JCGRAMLICH@ GMAIL.COM ,_. _f XIS G ',G E: I B R M,O��EC) I � � I I I ❑ _ _ , ,r R'D-PORC KAREN & BILL L- 5.8 COV < ❑ - - P� GOYDAN , EL 16 GRADE 1645 MARRATOOKA RD ` , / �/ MATTITUCK NY 11952 PORTS CbCHER�';`I EL 15 DWAY j ��. � o O Oo !4 T \ -- - -- - -- -- -- - - -� -- -- -�-r--- -- -- -- -- -- -- -- -- -- -- --�-- - ---�--- -- ---� PROJECT INFO: P II L / L_ _ ______7__________ _ _J \\ I 1645 MARRATOOKA RD NON SANITARY RETAIN NG WAL / \\\\ \\ / MATTITUCK NY 11952 I LP I LOlt / D V V �I PROJECT TITLE: L P �/ / 1 GOYDAN RESIDENCE PROJECT DESCRIPTION: tit NEW RESIDENCE O O , t / PHASE: O / O I, N SCHEMATIC (SD) / \ EX 1It itt JCG ED BY: INCEPTION 0 17 2022 E. '" DRAWN BY: CURRENT DATE: ''`� I ��y��,,'y�� JCG 09.17.2024 ,: . SITE PLAN SCALE : 1" = 10' - 0" r DRAWING TITLE: ' ' I SITE PLAN hieOy D E E N E KA .�� tie SHEET NO: r , \ FILE LOCATION. N 11 D IJ REVISIONS: SEP 2 0 2024 NO. DATE DESCRIPTION 1645 MARRATOOKA RD MATTITUCK ,- 2 3 — 4 — LOT AREA CALCULATIONS - LOT SIZE 58,310 SF — UPLAND LOT SIZE 54,741 SF — MAXIMUM LOT COVERAGE @20% 10,948 SF �_k 7 J� g — HOUSE 3,287 SF COVERED FRONT PORCH 149 SF �� 9 PORTE COCHERE 260 SF COVERED SIDE PORCH 167 SF VOw COVERED REAR PATIO 865 SF DETACHED GARAGE 752 SF � \ NYS STATE LAW: POOL 576 SF J UNAUTHORIZED ALTERATION OR POOL PATIO 7,213 SF Qom- �� i ADDITION TO ARCHITECTURAL \ PLANS OR SPECIFICATIONS TOTAL ,41 SF BEARING A LICENSED ARCHITECT'S \ SEAL IS A VIOLATION OF PART GRAVEL DRIVEWAY 4,220 SF 69.5.E OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS GFA CALCULATIONS f \ OF THE STATE OF NEWYORK. \ LOT SIZE 58,310 SF UPLAND LOT SIZE 54,741 SF ARCHITECT'S SEAL& SIGNATURE: ALLOWABLE-GFA FOR LOTS UP TO 80,000 SF= 5,100 SF 1 n \ ��AED Agcy +5% IN EXCESS OF 40,000 SF(MAX 7,100 TOTAL) i ,\ \ `� G RAC 5%OF 14,741 SF= 737 SF (� �t1 TOTAL ALLOWABLE GFA= 5,837 SF HOUSE FIRST FLOOR 3,287 SF \ HOUSE SECOND FLOOR 2,515 SF TOTAL HOUSE GFA= 5,802 SF S.0 03g051 J / O NEIGHBORING F NEB ' NOTES: - 2-STOYR RESIDENCE / t/' INTERIOR SPACES IN EXCESS OF 15'-0"COUNTED TWICE EXCLUDED FROM GFA UNENCLOSI_D PORCH, PATIO, DECK, BASEMENTS& ATTICS ACCESSORY STRUCTURES WHICH MAY BE CONVERTED _ TO HABITABLE SPACE ARE INLCUDED GFA CALCULATIONS - ACCESSORY LOT SIZE 58,310 SF WETLAND LINE UPLAND LOT SIZE 54,741 SF ALLOWABLE GFA FOR LOTS 20,000 TO 60,000 SF= 1,200 SF DETACHED GARAGE 752 SF ,/,' z C: F:Lr Wp NOTES: pE n o MAXIMUM HEIGHT LOTS 40,000 SF-59,999 SF=22'-0" -� z o w \ MINIMUM SIDE YARD=15'-0" -/--/ E46 GRADE JOHN C. GRAMLICH ARCHITECT -/ ,•/' EL 8 GRADE - -_.--.-.-- W—__ -- — O O X 9� , OS \ j 'm --- --_ �'� :/ �N �yo 248 ROUTE 25A-SUITE#3066 00c��r��R ° ____ o -- 'o yo o F�°M \ EAST SETAUKET, NY 11733 oLL TEL(631)384-1752 JCGRAMLICH@GMAIL.COM ./- -A 90 O ; O v` EL 6 GRADS W 2m �p EXIST'G 2-STORY z CLIENT INFO: rn m DW II UpCREMOV DO BE ��pNOs �/ \ KAREN & BILL - M Ra a o E / ./-'/" � r------------- �4;rG.r."R,t--- -----�-----� ----i � �5.o R • GOYDAN 77- r L 15.8 COVERED PORC _ _ 1645 MARRATOOKA R -/' 1 No i - �,. / " ` •� MATTITUCK NY 11952 ji EL 15 QCVRD EL 8 GRADE D Nps :PORCH ROB -' \ NEIGHBORING -/' '� I E 10 2-STOYR RESIDENCE - 10 I ; u s~! ��; �� PROJECTINFO: 1645 MARRATOOKA RD ---------- os EL I FF f MATTITUCK NY 11952 -� - , EL16FF EL 15 FATIO •. PORCH f I I .. I (+c ' y. GP'RAG-T,7` I I i �/C=BE REN al } 1s. / PROJECT TITLE: L15.8CQ, R'DPORC rt~ % P, GOYDAN RESIDENCE n \ 1 EL 16 GRADE �»---;. ....• -T. -1 I -- /, ! 1 aV O O ''°" "E� - PROJECT DESCRIPTION: ' tO_----' ELI5DWAY NEW RESIDENCE �-----t--- --- ----- / _t- ---------------- ------- - ---- ---- ---- ---------- -- -- - ------- RETAIN! � uvv / PHASE: /- - 1 SCHEMATIC (SD) ;\ LP LP �, �� LPC% �\ DW \ / CHECKED BY: INCEPTION DATE: ' - - JCG 10.17.2022 to -- / 0 0 / DRAWN BY: CURRENT DATE: EX 00 JCG 09.17.2024 N / / DRAWING TITLE: / OVERALL : SITE PLAN =: SHEET NO: OVERALL�SI�TE�P�LA�N . AWk SCALE SURVEY OF PROPERTY SI T UA TE W MATTITUCK W TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ILI 0 S.C. TAX No. 1000- 123-03-2. 1 SCALE 1 "=20' N OCTOBER 49 2016 JANUARY 10, 2017 ADD TEST HOLE OCTOBER 12, 2022 UPDATE SURVEY APRIL 1, 2023 COMBINE BOTH TAX LOTS OCTOBER 6, 2023 UPDATE MAP OWNERS: WILLIAM E. GOYDAN, AS TRUSTEE OF THE WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST KAREN B. GOYDAN, AS TRUSTEE OF THE KAREN B. GOYDAN REVOCABLE INTER VIVOS TRUST NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:Xx.x EXISTING CONTOUR LINES ARE SHOWN THUS: XX- - -XX LOT AREA DATA F.FL.- FIRST FLOOR - GARAGE FLOOR TB TB - TOP OF BULKHEAD - BOTTOMOWALLF TW TOP OF BULKHEAD TOTAL AREA UPLAND AREA WETLANDS AREA Tw - ew - BarroM of WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO482H EFF. 9/25/2009 58,310 sq. ft. 5 4,7 41 sq. ft. 3,569 sq. ft. ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 1.339 aC. 1.257 ac. 0.082 aC. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. POOL o N O o m DEC COVERAGE DATA TOWN OF SOUTHOLD COVERACE DATA A m > SAG �� O OVER UPLAND AREA (54,741 sq. ft.) OVER UPLAND AREA (54,741 sq. ft.) m X DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE HOUSE 1,048 sq. ft. 1.9% HOUSE 1,048 sq. ft. 1.9% 0 7- 1 ? I°: AL (3) WOOD PORCHES 362 sq. ft. 0.7% (3) WOOD PORCHES 362 sq. ft. 0.7% +0 9 1 w iO� 11-7 WOOD DECK 54 sq. ft. 0.1% GARAGE 390 sq. ft. 0.7% Oct. to\ ^ BRICK PATIO 530 sq. ft. 1.0% TOTAL 1,800 sq. ft. 3.3% (2) BRICK WALKS 731 sq. ft. 1.3% N/0/ Eg1AM �'� - f / FLAG �AL 9 \ (2) TIE AND BRICK STEPS 185 sq. ft. 0.3% GARAGE 390 sq. ft. 0.7% Ilk I " � \ �G ^•°gip CONC. 84 sq. ft. 0.1% TEST HOLE DATA 1o.7 4.0 G 9 ti �� f e\� ASPHALT DRIVEWAY 2,224 sq. ft. 4.1% (TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 9, 2022) \AL% oLO \*� TOTAL 5,608 sq. ft. 10.2% DARK BROWN LOAM oL 1 .4 I °�' \ q 0 5 d, R X 1.7\ �� O OF1►\�aGo� .`.,.,,..:`: PALE BROWN SILT ML �g49a 1 \1 I \ ,pp Oyl 4' 13.7 0 1 I \I I I \C+ FLAG 8 \ ��OJG� . ,-.• 2 ti d + PALE BROWN FINE SAND SP ' 16" E 54.62 1.7 � FLAG N 82°55 L Zl x --- 1 X GQ� �5 - EL 0.5' 15, 16.o '?'� 9�0 \ / 8 5.8 I \ \ V`�• ]IVL x 2.3L i / ¢ WATER IN PALE BROWN FINE SAND SP � Z / 2p29• �� 19' ' �,� / / oB�R No, i _6 �h 12.4 \ \ 3.3 FLAG 4h� " 26 0, \ �► 0 1 3 °1 / c •� a 6� SON 8 ��° g°y \rPOTpp�c^ \ \ I 1�6 �c� ,�p ?o \ a, \ �+ 77050,930..j '�, ��°� \ 1 I I k s• ,$ ° \ \ FLAG 5OIY �' 39. E , �l►� d`�E/� / / /9.�X " o J 1 TEST HOLEY I �,y. a�.0. X \ / PR°p�"/ 1 o� 17.5 12 S s� AL Z2 " W / / / ti l 1 I 1A'.Y x / \ FLAG 400 I F. � FLAG 1 / ♦/ �!.•• I 19.1 14.X t QO F Q�JZ \ FLAG 2 21.5 ' I I ��p ry y(V�O k9 FLAG 3 FLAG 3 / �� 61 / / / ♦♦ / x- t \ Ili l / / 20.6 •. • • / 1 / / / / ••. .d'' \ • ASPHALTIDRNEWQAY: ; :.°' 16 ••. . ¢\ f 6 X X� y • •' .id 4' ' .l••. i ' / .. 4'@QC \ 1133 12.9 `0°� §� 4.4 X4.3 14.7 X '• • / �' \ 1 / / \ / / / / \ � ( / \2,2 C�1 $rg • :��\ Ga I \ �7gRICK / / '♦�9`I9N / •lT • w o �� 14.1 X� E X-76 6.5 / ♦�'--- / / /X 18.1 X\ i v / i� ` / • b °ooG � P R 1 \ °yV% / . A. PpR°N A I \ `� 2 / / iCdD 74. \x�� {o �k•� / 115 �C / � 15.0 G.f u- Y ♦ O s.1 / x OQ 101,{ �4r O loll 4 \ \ \ 12.3 d' \ r X •' �� - - _ _ / + UNAUTHORIZED ALTERATION OR ADDITION •% d • '\ • / \ \ / OGSF � TO THIS SURVEY A� OF SECTION 7209 OFSTHEVIOLATION NEW Y RK STATE •' / X 165 \ � o EDUCATION LAW. • _ - �-_ _ f • •• d: zi.0 \ \ \ 15.3 / - 16.7 COPIES OF THIS SURVEY MAP NOT BEARING THE \ \ ' / �� p J C 0 EMBOSSED V SEAL ALID TRU SHALL T BE CONSIDERED d.::.. 4: \ D SURVEYOR'S INKED SEAL OR 16.3 X 16.8 H r J 2024 X • X CERTIFICATIONS INDICATED HEREON SHALL RUN 21.1 17.o Q�' ONLY TO THE PERSON FOR WHOM THE SURVEY • \ IS PREPARED, AND ON HIS BEHALF TO THE °' \ 'to• buuuoolu town TITLE COMPANY, GOVERNMENTAL AGENCY AND x 18 _ BordofTrustm LENDING INSTITUTION LISTED HEREON, AND r• \ x ��" 81 TTUTIONE CE LENDINGSIGNEES OF THE RTIFICATIONS ARE NOT TRANSFERABLE. oo� \ X 18 6 THE EXISTENCE OF RIGHT OF WAYS o \ o �v AND/OR EASEMENTS OF RECORD, IF r •: , qi S ;4 Paula ricF � ANY, NOT SHOWN ARE NOT GUARANTEED. •(jT . cot4c. M C� 2 \ ` x x 9 O PREPARED IN ACCORDANCE WITH THE MINIMUM 3• X _ 19 �h STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin III HfOGE �� 21.3 �U LAND NO X - 3�' O FOR SUCH USE BY THBY THE L.IAL.S. AND APPROVEORKNSTATEOPTED X a ~ N•° ° , R°W c �. -20 �� ,. ' FEE pIN�yEr Y ��%, Land Surveyor Maly. TITLE ASSOCIATIO .,,11 •• .. 6 � � . . � •�`'••.- Zs �� `Q�`.'O PFT•CQ ' `p/tea. 4 � H { e �'1y• 'f� Successor To: Stanley J. Isaksen, Jr. L.S. d • e �� rtes� '1iF .••�`r ��: Joseph A. Ingegno L.S. E FrNc * •Z 1 NCA d •'W � - � H E Title Surveys - Subdivisions - Site Plans - Construction Layout �' X � .�E OF l'L9VfMEjy1 �Ll1Y P0� .2� 22 = r1 PHONE (631)727-2090 Fax (631)727-1727 LAIV& Y MAILING ADDRESS x o• : ' 23.5o s Z i��i1,S ps g1•:'�J``: OFFICES LOCATED AT P.O. Box 16 X c r '° /�/ C•1 ND J� Jamesl ort, New York586 Main d11947 P x ' f 11 111�`a` N.Y.S. Lim. No. 50467 P James port, New York 11947 w, E-Mail: NCorw1n30aol.com 10/29/2024 — REVISED SUBMISSION SLR i—OR PLRMI'41 ING — NOT FOR CONSTRUCTION . GENERAL CONDITIONS ARAIYS D $ S I G N LANDSCAPE ARCHITECTURE 1. THE WORK INCLUDED UNDER THIS CONTRACT SHALL CONSIST OF ALL LABOR, MATERIALS, TRANSPORTATION, TOOLS Landscape Architects PROJECT Site Planners TEAM : 1645 MARRATOOKA RD AND EQUIPMENT NECESSARY FOR THE CONSTRUCTION OF THE PROJECT LEAVING ALL WORK READY FOR USE. Development Strategists 2. THE PLANS INDICATE THE GENERAL EXTENT OF NEW CONSTRUCTION NECESSARY FOR THE WORK, BUT ARE NOT Agawam Studio INTENDED TO BE ALL INCLUSIVE. ALL NEW WORK NECESSARY TO ALLOW FOR A FINISHED JOB IN ACCORDANCE WITH 38 Nugent Street 1645 MARRATOOKA RD THE INTENTION OF THE DRAWINGS IS INCLUDED REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR MENTIONED Southampton NY 11968 SURVEYOR. IN THE NOTES. (info@a31) 8afysdesignf.fcom (631) 283-6677 (fax) MATTITUCK, NEWYORK 11963 3. ANY DISCREPANCIES FOUND IN THE VARIOUS PARTS OF THE BID DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OFNATHAN TAFT CORWIN III LAND SURVEYORSTHE LANDSCAPE ARCHITECT AND THE OWNER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. SHOULD THE CONTRACTOR PROCEED WITH THE WORK PRIOR TO RECEIVING CLARIFICATION, HE DOES SO AT HIS OWN RISK. (� SCTM # 1000 -123 -03 -01 4. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB P. O . BOX 60 DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES AND SHALL PROVIDE ALL SUBCONTRACTORS WITH # 1000 - 123 -03 -02 CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED. JAMESPORT, NY5. THE CONTRACTOR SHALL VERIFY AND ASSUME RESPONSIBILITY FOR ALL DIMENSIONS AND SITE CONDITIONS. THE CONTRACTOR SHALL INSPECT THE EXISTNG PREMISES AND TAKE NOTE OF EXISTING CONDITIONS PRIOR TO SUBMITTING 631 -727-2090 PRICES. NO CLAIM SHALL BE ALLOWED FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE REASONALBY BEEN INFERRED FROM SUCH AN EXAMINATION. 6. COORDINATE ALL WORK WITH EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO IRRIGATION PIPED, ELECTRICAL USUBMISSION SET n- CONDUIT, WATER LINES, DRAINAGE LINES, GAS LINES, ETC. ARCHITECT. 7. PROTECT ALL SITE CONDITIONS TO REMAIN INCLUDING TREES, PAVING, LIGHT STANDARDS, ETC. 8. DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS. PREPARED : 08/01 /2024 JCG ARCHITECT 9. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. 10. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS OF ALL Cz REVISED : 10/29/2024 SUBCONTRACTORS AND TRADES AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, 248 ROUTE 25A, SuiteAt 3066 DEBRIS, OR DUST FROM AFFECTING 1N ANY WAY, FINISHED AREAS OR OUTSIDE JOB SITE. o ~; 11. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY WITH OWNER AND LANDSCAPE ARCHITECT AND AN ALL ITEMS N TO BE SAVED FOR REUSE, AND SHALL REMOVE AND STORE THEM IN A PROTECTED AREA ON THE JOB SITE, OR AS EAST SETAUKET, NY DIRECTED BY OWNER AND LANDSCAPE ARCHITECT. CDL 12. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES AND INSTALL ALL NECESSARY .�_ SLEEVES, STUB-OUTS, ETC. AS REQUIRED. ENVIRONMENTAL CONOULTANT: 13. CONTRACTOR SHALL PERFORM ALL PROTECTION, DEMOLITION, REMOVAL AND SITE PREPARATION NECESSARY FOR THE PROPER EXECUTION OF ALL WORK SHOWN ON THE DRAWINGS AND DESCRIBED ON THE SPECIFICATIONS. TWIN FORKS PERMITS 14. WHERE 'VERIFY' OR 'FIELD VERIFY' IS USED IN CONJUNCTION WITH A DIMENSION, THE CONTRACTOR SHALL VERIFY THE += MEASUREMENT PRIOR TO COMMENCING THE WORK. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE CD LANDSCAPE ARCHITECT. CD _C3 288 E MONTAUK HIGHWAY s 15. THE CONTACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAY PRIOR T A S S 0 0 ALL REQUIRED FIELD Cz CD OBSERVATIONS BY LANDSCAPE ARCHITECT. Cj v HAMPTON BAYS , NY N CD cZf O O Q� Q. cz 0 Q O LO o 0 U � � N �.J O= S T— o $ a O 0- z k o P. a Cz a� O a c[S W Q TT r) r D \J Q JLLJ W Ov y rl ;,sky 5 ' d# $ • � k. Cz 04 t20 N AERIAL Seal: NTS CM Cz �CT NBC U SHEET INDEX DRAWINGS: SCALE: REVISION: CIO L-0 . 0 COVER SHEET N/A 10129124 — REVISED FOR SUBMISSION Cz STEVEN G. NIERODA R.L.A. L-1 . 0 EXISTING CONDITIONS PLAN 1 " = 16' 10129124 — REVISED FOR SUBMISSION N.Y.S. LIC. NO 2308 Revisions L-2 . 0 DEMOLITION & MOBILIZATION PLAN 1 " = 10 10129124 — REVISED FOR SUBMISSION No. Date Description CD L-2 . 1 DEMOLITION & MOBILIZATION — DETAILS & NOTES AS SHOWN 10129124 — REVISED FOR SUBMISSION 2 O7/1 /202 1 07/ 8/2024 PRELIREVIEW FOORR R REVIEVIEW L-3 . 0 SITE PLAN 1 " = 10' 10129124 — REVISED FOR SUBMISSION 3 10801 0/ /2024 FOR SUBMISSION 4 10/2929/2024 REVISED FOR SUBMISSION — ® 1 I e I `I 1 = 1 1 — I 11 = 1 NOV 2024 IPLAN 1f = 101 L-5 . 0 RESERVED: GRADING + DRAINAGE PLAN L— . .- GRADING — DETAILS 1 11 " 101 NOTES: Job No. N t 11 _ 1 • S.C.T.M.# 1000-123-03-01 230605 ` . : PLANTING # 1000-123-03-01 Date 06/05/2023 N • THIS PLAN HAS BEEN PREPARED FROM -- . .a I — DETAILS A SURVEY PREPARED BY NATHAN Scale TAFT CORWIN III LAND SURVEYOR,P.C. 1" =16' o L— . . LIGHTING 11 1 1 REVISED ON64/121023.ORT,N.Y.,LAST Drn.By GV 7 L . 1 . LIGHTING • SOIL TEST HOLE DATA PREPARED Chkd.By SGN BY:MCDONALD GEOSCIENCE ON o 9/9/2022 Drawing No. • ZONE: R-40 0 • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN o IS NOT TO BE USED FOR L0 , 0 o CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES 10/29/2024 - REVISED SUBMISSION SET FOR PERMITTING - NOTE: NOT FOR CONSTRUCTION . 1645 IMARRATOOKA RD- TREE/SHRUB INVENTORY ' Onsite tree inventory:06/06/2023 DBH-DIAMETER BREAST HEIGHT HEIGHT CLASS: 1=<15 a 2= Poo ft. 3-e0-45 ft. 4->45 ft. HEALTH: sl=Good -2=Fair 3=Poor 4=DeadARAIYS Tree lb TAG:# Botanical Name Common Name DBH or HT: Hi.CL, HLTH COMMENTS REMOVE/TRANSPLANT D $ S I G N LANDSCAPE ARCHITECTURE TREES Landscape Architects 1 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT. 1 3 THIN/WEAK TO BE REMOVED Site Planners 2 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT. 1 3 THINJWEAK TO BE REMOVED / 3 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT. 1 3 THIN/WEAK TO BE REMOVED Development Strategists 4 THUJA NIGRA DARK AMERICAN ARBORVITAE 22'HT. 2 2 THINNED OUT/SHADED +/-11 PCS TBD 5 THUJA PLICATA'GREENGIANP GREEN GIANT ARBORVITAE 5'HT. 1 1 +J 22PCS) TBD Agawam Studio 6 QUERCUS STELLA TA POST OAK 26"CAL 50'HT. 4 1 TO REMAIN 38 Nugent Street 7 TILIAAMERICANA AMERICAN LINDEN 4"CAL 25'HT. 2 1 TO REMAIN Suite B B THUJA NIGRA DARK AMERICAN ARBORVITAE 22'HT. 2 2 THINNED OUT/SHADED(+/-4PCS TBD Southampton, NY 11968 1 7� 9 CARYA SP. HICKORY 35'HT. 3 1 TO REMAIN (631) 283-1131 (office) 10 THUJA NIGRA DARK AMERICAN ARBORVITAE 22'HT. 2 2 THINNED OUT/SHADED(+/-29PCS TBD (631) 283-6677 (fax) 11 FAGUSSYLVATICA EUROPEAN BEECH 15"CAL 50'HT. 4 1 TO BE REMOVED info@ araiysdesIgn.com 0V 12 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12"CAL 45'HT. 4 1 TO BE REMOVED � 13 CARPINUS CAROLINIANA AMERICAN HORNBEAM 20"CAL 35'HT. 1 1 TO BE REMOVED try 14 QUERCUS MACROCARPA BUR OAK 30"CAL 50'HT. 4 1 TO BE REMOVED 15 QUERCUS MACROCARPA BUR OAK 24"CAL. 50'HT. 2 1 TO BE REMOVED 16 ACER PALMATUM JAPANESE MAPLE 4"CAL 25'HT. 2 1 DOUBLE TRUNK;RED LEAF TBD 17 CERCLS CANADENSIS EASTERN RED BUD 4"CAL 20'HT. 2 1 10 CONTOUR�1NE ig29 18 ACER PALMATUM JAPANESE MAPLE 6"CAL 25'HT. 2 TBD 1 RED LEAF TBD ` 19 QUERCUSALBA WHITE OAK 19"CAL 50'HT. 4 1 TO BE REMOVED NGVD 20 QUERCUS MACROCARPA BUR OAK 26"CAL 50'HT. 4 1 TO BE REMOVED 21 QUERCUS MACROCARPA BUR OAK 24"CAL. 50'HT. 4 1 TO BE REMOVED 22 QUERCUS MACROCARPA BUR OAK 24"CAL. 50'HT. 4 1 TO REMAIN 23 MALUS SP. CRABAPPLE 7"CAL. 35'HT. 2 2 TO BE REMOVED 24 PRUNUS SP. CHERRY 4"CAL 10'HT. 1 1 TBD (10� 25 MORUS ALBA WHITE MULBERRY 6"CAL 20'HT. 2 2 TO REMAIN / 26 JUNIPERUS VIRGINIANA EASTER RED CEDAR 4"CAL 25'HT. 2 2 TO REMAIN �cp 1 I 27 JUNIPERUS VIRGINIANA EASTER N RED CEDAR 6"CAL 30'HT. 2 3 MOSTLY DEAD TBD 28 QUERCUS MACROCARPA BUR OAK 24"CAL. 50'HT, 4 1 TO REMAIN oh I 29 QUERCUS VELUTINA BLACK OAK 32"CAL 50'HT. 4 1 TO REMAIN , - 30 PRUNUS SEROTINA BLACK CHERRY 4"CAL 30'HT. 2 1 LEANING TO REMAIN Lj I 31 UKNOWN UNKNOWN 2"CAL 1 4 DEAD TREE TBD ,E K I 32 CARPINUS CAROLINIANA AMERICAN LINDEN 18"CAL 45'HT. 4 1 TO BE REMOVED C 33 CARPINUS CAROLINIANA AMERICAN LINDEN 18"CAL 45'HT. 4 1 TO BE REMOVED Q L 134 QUERCUS ALBA WHITE OAK 40"CAL 50'HT. 4 1 TO BE REMOVED { 35 QUERCUS MACROCARPA BUR OAK 16"CAL. 50'HT, 4 1 TO BE REMOVED I� 36 PRUNUS SERRULATA ORNAMENTAL CHERRY 3"CAL. 20'HT. 2 1 TO BE REMOVED 37 PRUNUS SEROTINA BLACK CHERRY 2"CAL 8'HT. 1 1 TO BE REMOVED Lo �+ 38 PRUNUS SERRULATA ORNAMENTAL CHERRY 2.5"CAL 18'HT. 2 1 TO BE REMOVED C P 39 PRUNUS SEROTINA BLACK CHERRY 8'HT. 1 1 TO BE REMOVED CIOL coo I I 40 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 2"CAL 20'HT. 2 4 TO BE REMOVED �, D (��1 41 PRUNUS SP. CHERRY 8"CAL 45'HT. 4 1 DOUBLE TRUNK TO REMAIN X 42 PRUNUS SP. CHERRY 15'HT. 1 1 TO REMAIN Q I t 1 E}} 43 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 1"CAL 1 V HT. 1 4 DEAD TREE TBD o I \ 44 PRUNUS SEROTINA BLACK CHERRY 3.5"CAL 18'HT 2 1 TO REMAIN 45 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 1"CAL 10'HT. 1 4 DEAD TREE TBD ` 46 QUERCUS ALBA WHITE OAK 13"CAL 50'HT. 4 1 TO REMAIN vo HIGH WATER MARK ON OCTOBER 10, 47 PRUNUS SP. CHERRY 3"CAL. 30'HT. 1 1 TO REMAIN cn 2022 ` 48 SASSAFRASALBIDUM SASSAFRAS 12"CAL 45'HT. 3 1 TO REMAIN 49 PRUNUS SP. CHERRY 2"CAL 25'HT. 2 2 TO REMAIN 50 SASSAFRAS ALBIDUM SASSAFRAS 12"CAL 45'HT. 3 1 T 0 REMAIN CD Q PILE I 51 SASSAFRAS ALBIDUM SASSAFRAS 12"CAL 3 4 DEAD TREE TBD 52 QUERCUS SP. OAK 16"CAL. 2 4 DEAD TREE TBD 53 PRUNUS SP. CHERRY 2"CAL 25'HT. 2 1 TO REMAIN '- 54 SASSAFRAS ALBIDUM SASSAFRAS 5"CAL 1 4 DEAD TREE TBD APPROXIMATE EDGE OF 55 SASSAFRAS ALBIDUM SASSAFRAS 45'HT. 3 1 TO REMAIN WETLANDS 56 SASSAFRASALBIDUM SASSAFRAS 5"CAL 30'HT. 2 1 TO REMAIN FLOATING WOOD DOCK LLB �• I 57 SASSAFRASALBIDUM SASSAFRAS 8"CAL 30'HT. 2 1 TO REMAIN 58 CARYA SP. HICKORY 8"CAL 45'HT. 3 1 TO REMAIN \ ' ` 59 SASSAFRAS ALBIDUM SASSAFRAS 1"CAL. 35'HT. 3 2 TO REMAIN 0 60 SASSAFRAS ALBIDUM SASSAFRAS 6"CAL 35'HT. 3 1 To REMAIN PILE L°- 61 ACER SP. MAPLE 3"CAL. 25"HT. 2 1 TO REMAIN METAL RAMP Q0 62 SASSAFRASALBIDUM SASSAFRAS 6"CAL 35'HT. 3 1 TO REMAIN O ' z 63 SASSAFRAS ALBIDUM SASSAFRAS 11"CAL 40'HT. 3 2 TO BE REMOVED (D ' 64 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7"CAL. 40'HT. 3 2 TO BE REMOVED FLP 1 \ nOW Or f Ortllerly 65 SASSAFRAS ALBIDUM SASSAFRAS 7"CAL. 40'HT. 3 2 TO BE REMOVED l o I S SEVEN KRAMER 66 QUERCUS PALUSTRIS PIN OAK 15"CAL 45'HT. 3 1 TO REMAIN � \ �ti o Y AN 67 QUERCUS PALUSTRIS PIN OAK 12"CAL 45'HT. 3 1 TO REMAIN z o' p AWN R 68 CARYA SP. HICKORY 12'HT. 1 1 TO BE REMOVED N „ ' 69 CARYA SP HICKORY 6"CAL 45'HT. 3 1 TO BE REMOVED CD >_ � \ FIXED WOOD DOCK WITH THROUGH FLOW �A`�bU�Lklz 70 CARYA SP. HICKORY 12'HT. 1 1 TO BE REMOVED DECKING N N I 14 1 X NQVSE 71 CARYA SP. HICKORY 6"CAL 45'HT. 3 1 TO BE REMOVEDCL) z �2 a I p ERP�AE 73 SASSAFRAS SLBIDUM SASSAFRASH CKORY 14"CALL 50'HT. 3 1 TO REMAIN 30'HT. 3 1 TO REMAIN I O LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY G w ` 5100 74 CARYA SP. HICKORY 4"CAL 30'HT. 3 1 TO REMAIN >+ v EN CONSULTANTS ON 2022 �� Z 75 SASSAFRASALBIDUM SASSAFRAS 3.5"CAL 25'HT. 2 1 TO REMAIN THE LINE ALONG APPARENT HIGH WATER MARK ` 76 CARYA SP. HICKORY 3.5"CAL 30'HT. 2 1 TO REMAIN \ O 0,\ / 77 SASSAFRAS ALBIDUM SASSAFRAS 3.5"CAL 30'HT. 2 1 TO REMAIN O HIGH WATER MARK ON OCTOBER 10,2022 \\ r3J ' 0 78 CARYA SP. HICKORY 4"CAL 35'HT. 3 1 TO REMAIN 1 79 ACER SP. MAPLE 1"CAL 20'HT. 2 1 TO REMAIN O �O 80 CARYA SP. HICKORY 15"CAL 50'HT. 4 1 TO BE REMOVED \ ` 51 �p�. ' 81 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12'HT. 1 4 DEAD TREE TO BE REMOVED VINYL FENCE 82 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12"CAL 40'HT. 3 1 TO BE REMOVED S 24°15�5"E \� 83 LAGERSTROEMIAINDICA CRAPE MYRTLE 20'HT. 2 1 MULTI-STEMMED TBD �1.7) 3 1 84 LAGERSTROEMIA1NDICA CRAPE MYRTLE 20'HT. 2 1 MULTI-STEMMED TBD E FLAG 11 _ _ 96.63' ' ' 85 LAGERS TROEMIAINDICA CRAPE MYRTLE 20'HT. 2 1 MULTI-STEMMED TBD CD _l X I 86 CERCIS CANADENSIS EASTERN RED BUD 4"CAL 25'HT. 2 1 MULTI-STEMMED TBD O Zo�F�F(F sJ , 1'7 J �1 7 G 3 44, 1 y� REMAIN 88 THUJA PLICA87 T A GREEN GIANP GREEN GIANTCUS SP. ARBORVITAE 24"CAL. 18'HT. 2 1 +/- 5 PCS TROANSPLANT �D ` _ I o SHRUBS NFL \ , X QI \ 89 ELEAGNUS UMBELLATA AUTUMN OLIVE 12'HT.X 5'W 1 1 TBD Q L A ; 90 ILEXAQUIFOLIUM'DRAGON LADY' DRAGON LADY HOLLY 3"CAL. 15'HT. 1 2 TBD �� a ~ CD 91 UKNOWIV UKNOWN UHT, 1 1 TO BE REMOVED 6) 92 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 6'HT.X 5'W 1 1 TBD V � _CD \ FLA 10 I 93 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5'HT.X 3'W 1 1 TBD C� CD 0 A \ W00 D 94 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5.5'HT.X 3'W 1 1 TBD U LL G 8 F G 2A TUR AR \ 25 26 REMOVED OSTING HOUSE TO BE 95 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5.5'HT.X 2'W 1 1 TBD r0, T o N F G 9 F g3 gA 95 Z96 VAG T 3 FlA A LAG �) 11\rNl 96 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5.5'HT.X 3'W 1 1 TBD O � WIRE FENCE 97 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 6'HT.X SW 1 1 TBD �' CD 92 EXISTING EDGE OF f �� 21 98 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 6'HT.X 6'W 1 1 TBD _ ! 3'; / \9a s��`' 99 EUONYMUS SP. EUONYMUS _ 12'HT.X 5'W 1 1 TO BE REMOVED CIO CLEARING gT \ 100 TAXUS SP. YEW 15'HT.X T W 1 1 MULTI STEMMED TBD + J 101 TAXUS SP. YEW 15'HT.X 10'W 1 1 MULTI-STEMMED TBD � 10'CONTOUR LINE 1929 NGVD `-� 102 ILEX SP. JAPANESE HOLLY 12'HT. 1 1 TBD \ STONE o IRREGULAR WIRE FENCE (10) / 103 ILEX SP. JAPANESE HOLLY - 9'HT. 1 1 TBD Z � X i 6 104 ILEXSP, JAPANESE HOLLY 12'HT. 1 1 TBD O 105 TAXUS SP. YEW 16'HT. 1 1 TO BE REMOVED cis I 4 \ 10 106 ELEAGNUS UMBELLATA AUTUMN OLIVE 8'HT.X 5'W 1 1 TBD PROPOSED SILT ` rq�9 \7 23r 107 PIERIS JAPONICA'SILVER FLAME, VARIEGATED ANDROMEDA � FENCE (TYP.) s \ � �o ro PRINCIPAL SETBACK Q Y� �DNpO AO 100, vl 31 \1 ` REMOVED GARAGE TO BE O � PROPOSED TREE X ��roD�o-��i � eoRCH\7 X g 5) '.....v..- calcHaAstN ,o,F .5� Q PROTECTION / FENCE (TYP.) '�' RICKS 102 c� &B , X CD � `O,F'90 �t `..., X ��J'81 EXISTING EDGEDf f � 41 p� q2 • 6 E- ff o POV H 32s SIE&BRICK/T �`�0� 43 • 44 E X _ EXISTING TREES TO BE ,= - r 6' W a � TRANSPLANTED 7 ^ ` / 1 �. 1 ro 10T 1. O O: 12.6� X /� 36, ® L►�J VINYL A �F�gti '�`t,i ,` t�}.4) Q - L -�_-�- �13.3� 8l � pNTOU 3l c�'� ,40 103 � FENCE / Seal: i CM now w fior ` ' g r ""' r• 71 38 39 18• I Z21 / SAN S MER1A f (1 .0) �2) _ _ X. ,, ti. \ X 47 48 d/ su �- l Q CIO �'d y l Q�e ooP o O ROW OF � �' I � -► OOD �13.31 • � C-D q \ 52 LL v HAND R�0s o p c a 5 1 1 v (23 b �g 2 c - o O A m OCK CURB i a CESSPOOLS Q 0 ELGIA BI 6 Q 55 53 X ©� �(S �A` 1 �� . EXISTING CONDITIONS LEGEND : 7. ppL NOv \ (17 5 r q o 41� . 4 ? 22• � p � � g1 + .� ( ! pOL � 4 ° EXISTING PROPERTY LINE p 10 \ y4 - 1 2 • EXISTING CONCRETE MONUMENT TEST HOLE `�'� ,4 c �, � 3 EL p X CM cts q l � ( . 1'4� �1�.7� • U° 6 •© J`�` D�22.81 STEVEN G. NIERODA R.L.A. EXISTING WETLAND BOUNDARY - -�- - <c �16.31 ;16 4 3 \: �15.�l X�15. QP - - - - - - ( . . �, - 1 69 . \ 0 10 CONTOUR LINE 1929 NGVD fOF N.Y.S. LIC. NO 2308 ° - - - -- Revisions T q 11 RINCIPAL S CKIAII o EXISTING CONTOUR No. Date Description �W 1 .,• o X�1�.5) EXISTING CONTOUR 5 INTERVAL - - - - - - -I,0I PRELIMINARY REVIEW o (20) - \ r� � _ , EXISTING HIGH WATER MARK 1011012022 5 1i 1n \ 2 07/18/2024 FOR REVIEW \ �D , �� 118 �� t�µ 11 o q 75 \ T4 EXISTING EDGE OF CLEARING 3 08/01/2024 FOR SUBMISSION \ P 4 10/29/2024 REVISED FOR SUBMISSION �• .7, , 3. ' \ X�7.81 �iT.3) o 1 • 'q \ / �22.4). EXISTING TREES EXISTING WETLAND AREA D _6 1g 86 p EXISTING WOODED AREA WATER METE X 1 „f4 5 PRVET HEDGE PRIVET HE E . 1T (2O.g -- d O P V NOTES: Job No. 2 ° - 230605 0 3 0 • S.C.T.M. # 1000-123-03-01 S� 1� ° # 1000-123-03-01 Date L �22 6) v EDGE OF PAVEMENT l22 5� no �22•�) ? 4) p o . p 22.71 - � v THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 N 3 '10 W p ° POLE �22 �22 8� < 105.36' o: Scale v p V p �\ ` EXISTING A SURVEY PREPARED BY NATHANX N 29 1310 W 2 9�' 104.52 9 NYT#112 v p' p p ` ` CONDITIONS PLAN TAFT CORWIN III LAND SURVEYOR,P.C. 1 =16 2 r 1 -P.O.BOX 16,JAMESPORT,N.Y.,LAST 2 p vp X 2 � �23• � o p o n I n Drn.B ° X �23 SCALE: 1 = 16 -0 y GV c �23•1�X e p 7) REVISED ON 4/1/2023. • SOIL TEST HOLE DATA PREPARED Chkd.By EXISTING DRIVEWAY AND BY:MCDONALD GEOSCIENCE ON SGN o M A R R A T O O K A R O A D CURB CUTS TO BE REMOVED 0 $' 16' 32' 64' 9/9/2022 Drawing No. L1_ • ZONE: R-40 3 0 • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN 10 0 IS NOT TO BE USED FOR L ■ SCALE: 1"= 16'-0" CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES � � fiOrmerly W 10/29/2024 - REVISED SUBMISSION SET FOR PERMITTING NOTE. NOT FOR STRUCTION . AMER 1 o o I s�EVE y - v o� W N CD � � °A ARAIYS FIXED WOOD DOCK WITH THROUGH FLOW 1041t E ' _ ry N7� 26 z' I DEMOLITION/MOBILIZATION PLAN LEGEND . D E S I G N DECKING 33t I N 1 4 X LANDSCAPE ARCHITECTURE EXISTING PROPERTY LINE Landscape Architects \�"• I T `t+ FR LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY EXISTING CONCRETE MONUMENT El CM Site Planners ` 5�� Development Strategists EN-CONSULTANTS ON 2022 _ G 2� EXISTING WETLAND BOUNDARY 2 Agawam Studio 10'CONTOUR LINE 1929 NGVD - - _ - - - — THE LINE ALONG APPARENT HIGH WATER MARK 38 Nugent Street EXISTING CONTOUR -- — — — -- -- Suite B Southampton, NY 11968 HIGH WATER MARK ON OCTOBER 10, 2022 �� ' EXISTING CONTOUR 5'INTERVAL — — — — — — —I,o, 283-6677 (fax) (631) 283-1131 (office) EXISTING HIGH WATER MARK 10/10/2022 0� -- — — — info )@araiysdesign.com \ EXISTING EDGE OF CLEARING S 2401 r tt VINYL FENCE 5 05 E � \ � EXISTING TREES / _ PLA --- 96.631 3 ZON EXISTING WETLAND AREA F v Z� 6J �— — -- 4.\ vv EXISTING WOODED AREA T A _ PROPOSED EROSION CONTROL MEASURES CL A 3 I EXISTING TREES AND SITE LIGHTING REMOVALS _ --- — — _ ** 1 _ +--' � � I � _ iv v, A v (--LIGHT POLES TO BE SALVAGED AND RE USED ) �, ��FLA .�, I ` - - i- - I G 4 /' \ r�$ 1\1 WOO ED J• �� -� - P A v� v /� \ L T o 1-- G 8 \ y; TUR ARE' EXISTING HOUSE 0 BE �„ '-- FL G 9 FLA 4 4 G 7 / G`v4 LAG �V ` �4� .O 25 26 �, �� REMOVED �, N �93 9 95 �, 96 LA � FLA � � WIRE FENCE TREE PROTECTION o ,; - EXISTING EDGE OF o --- CLEARING 97 98 v, -- \ 10' CONTOUR LINE 1929 NGVD - - -- - STONE \ IRREGULAR WIRE FENCE 10 PROPOSED SILT , �7 2 23 29 vvv FENCE (TYP.) kt&/o, o C, GovD �5 4 �� / PARCH v, 31 CD PROPOSED TREE --'—� �� 1 •5l BASIN \ ` EXISTING GARAGE TO BE f \ \ D •7 )\ EX. GATCN � REMOVED CD CD PROTECTION 9 CD CD FENCE (TYP.) C) y \ TIE&BRIG �5.8� - E OF ` fed C7 75 pp OF —1 2 Ex�s�ING ED 42 O E _ -�pR o� �6. F— _� 2 ti � BRICK y FRA - / oc ® �� OV D 43 44 &BRIGK STEPS �� \ \ C � _ _ ORGH � �► �� - 32 TIE � v�� Q o __ P ou o EXISTING TREES TO BE 1 �� \ u- 45 �� 20l 6' CD CD- / / TRANSPLANTED L 107 IGK P A I D O O ` BR 6 G�V �7 ' c�: ° - CD 8 4� ��A v 4b VINYL o ��6} 5.4 6 \ - - _ Ak 37 C`w 40 103 ' v` `v v`'\ T- o � FENCE z 133� vCD 1929 Now 0 NNW n° CAM 12) y $ 47 v /` AN 5 MER \ �1 Ol i — x 48 �� z CD sus - _ ° Q E v W AL \o ROW OF -D X IGK D TREES - -\-- F�� Ow PS \\ \ / \ v o � � 80 1 , �13 3) AIM 13 5o CD CD ' � 2 � 2 3 O�p C7 �C N _N L,U ELGIA BLOGKLU 1 FR E 0 13.8� CD l ° [� 75 _> 10 ___ _ �� g� , — 4.1� 14.7 5� 64 �� °�� 01" � 2�4� b Q� 4 �A k G� / / R o 'T€ST HOLE �� 4 I �� a 21.3) " X \ GR 4 v \ (22 3) 53 Seal: CM , � o �\ 6 \� 0 6 / O� 9 0�`` �' . 7 16' \ S`fONE W ALL 1 s / o • -\ co 4 / 7 raj �� - o �° Ag,5�13 — a ��5,D3 __\ 0\ —� o `) 4 V 1 STEVEN G. NIERODA R.L.A.\ CD / N.Y.S. LIC. NO 2308 A06 Revisions CY3a o ° / w j< �23 Q No. Date Description 1 '[� 0 O \ � / —._ 3 1 �+ � � \ �/ 83 � r-� 1 07/21/2023 PRELIMINARY REVIEW O CD l\ \ — �O Q �� A" 2 07/18/2024 FOR REVIEW z \ �22`1�✓ D ' WIRE FENCE ®•�f a a 16 —.---. o a D 3 08/01/2024 FOR SUBMISSION RDEN �2 �-- / r $5 �• 84 4 10/29/2024 REVISED FOR SUBMISSION (22. -- ---- 30 �23� 21 .51 X / o WATER METE jj 2O• � a (21 .Ol / X 2•�� 4 1 HEDG� I PRIVET HE E 17 0 ` , 5 PPE 212 \ PRIVET HEDGE V / a , NOV - 1 2024 Qa Q ai O ox� D 7 a 22 61 EDGE OF PAVEMENT 5 D NOTES: Job No. �22 p �22.5� eD (22.6� 2.4� o o 22.7 " D • S.C.T.M. # 1000-123-03-01 230605 ti o I n o D POLE / ' ° o o o t N 3 10 W 105.36 06/05/2023 o t n 1 04.52 '� DTHIS PLAN HAS BEEN PREPARED FROM N 29 1310 W p # 1000-123-03-01 Date x22. NYT#11 2 r, 23 2� 23•®� ` D E I'VIOLITION & MOBILIZATION PLAN- A SURVEY PREPARED 6Y N SURVEYOR, Scale D D p D \ D D TAFT CORWIN III LAND SURVEYOR, P.C. 1 —10 0 II I tl -P.O.BOX 16,JAMESPORT,N.Y.,LAST Drn.By t SCALE: 1 = 10 -0 GV REVISED ON 4/1/2023. © D n D D SOIL TEST HOLE DATA PREPARED Chktl.By SGN EXISTING DRIVEWAY AND 0 5' 10, 20' 40' BY:MCDONALD GEOSCIENCE ON o 9/9/2022 Drawing No. CURB--CUTS TO BE REMOVED • ZONE: R-40 0 • THIS PLAN HAS BEEN PREPARED FOR s SITE PLAN APPROVAL ONLY.THIS PLAN o IS NOT TO BE USED FOR L2 , 0 _2 0 SCALE: 1"= 10'-0° CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES a 10/29/2024 - REVISED SUBMISSION SET FOR PERMITTING - NOTE: NOT FOR CONSTRUCTION . ARAIYS D E S I G N LANDSCAPE ARCHITECTURE Landscape Architects Site Planners Development Strategists Agawam Studio POSTS-STEEL,TORUSHAPETYPE OR2"HARDWOOD 38 Nugent Street Suite B FENCE-WOVEN WIRE 14.5 GAUGE 61,MAX.MESH OPENING Southampton, NY 11968 (631) 283-1131 (office) ILTER CLOTH-MIRAFI 140N OR APPROVED EQUAL 1 7 (fax) info@araiysdesign.com 361,MIN.FENCE POST = z o z_ c o CL CO N � r J ti UNDISTURBED GROUND FLOW SILT FENCE NOTES: COMPACTED BACKFILL 1. WOVEN WIRE FENCE(MIN.14112 GAUGE MAX.6"MESH SPACING)WITH FILTER 16"TRENCH CLOTH OVER FENCE. BOUND STRAW 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES EMBED FILTER CLOTH BALES SPACED EVERY 24"AT TOP AND MID SECTION. 6"MIN.INTO GROUND U 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FLOW Q Q STRAW BALE INLET PROTECTION NOTES: —t 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED NOTES: TWO REBARS,STEEL PICKETS,OR WHEN"BULGES"DEVELOP IN THE SILT FENCE. SECTION 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND 2"x2"STAKES DRIVEN 2'INTO \"��%� _Y w �\i�\\ \ .21 WOVEN WIRE FENCE IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. GROUND.FIRST STAKE DRIVEN AT �' /� 4"VERTICAL FACE in SYMBOL (MIN.141/2 GAUGE MAX. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES AND ANGLE TOWARDS PREVIOUSLY C:I 6"MESH SPACING) BEDDING DETAIL POSTS(TYP.) 36"MIN.FENCE POSTS. PLACED SO THE BINDINGS ARE HORIZONTAL. LAID STRAW BALE.DRIVE STAKES >+ 10'MAX CENTER TO CENTER DRIVEN 16" IN.INTO THE GROUND 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR FLUSH WITH TOP OF BALE RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE QA \\ SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE O z BALE. ANGLE FIRST STAKE TOWARD ECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE 4. INSPECTION +• _ N MADE PROMPTLY AS NEEDED. PREVIOUSLY LAID BALE LT f ENC 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO _— Uj AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. Flow - 6"PENETRATION INTO GROUND 'S • SEE SECTION) TREE PROTECTION FENCING SHALL BE 4 MINIMUM MESH ( ELEVATION FENCING MOUNTED ON VERTICAL PIPES DRIVEN 2 FEET INTO —_— �. THE GROUND LOCATE AS SHOWN ON PLANS. CDTREE PROTECTION FENCE TO EXTEND TO DRIPLINE OF TREES TO ANCHORING DETAIL REMAIN. • TREE PROTECTION FENCE TO TIE INTO CONSTRUCTION FENCE SILT FENCE DETAIL WHERE PRACTICAL STRAW BALE DIKE DETAIL CD a� ccs s= V)V) TREE CD TE TI N FEN E DETAIL SILT FENCE DETAIL STRAW BALE DIKEDETAIL 1 (:2 3 o z N.T.S. N.T.S. N.T.S. 0 Q o O CD Cz C W CONSTRUCTION METHODOLOGY Q o � Q • CONTRACTOR TO FOLLOW "CONSTRUCTION METHODOLOGY" ON SHEET L2.0 BY ARAIYS DESIGN DURING ENTIRE PHASE OF CONSTRUCTION. 0 0 U N • THE EROSION CONTROL FENCING WILL BE LOCATED AND INSTALLED BY THE CONTRACTOR PER PLANS AND SPECS; EROSION CONTROL MEASURES TO BE INSPECTED AND APPROVED BY THE TOWN C-0 BUILDING INSPECTOR PRIOR TO COMMENCEMENT OF SITE WORK. T z a� -4 CD M • ONCE A BUILDING PERMIT IS ISSUED, THE CONSTRUCTION ENTRANCE MUST BE ESTABLISHED AND EROSION CONTROL MEASURES INSTALLED. E • ONCE THE CONSTRUCTION ENTRANCE IS ESTABLISHED AND SILTATION FENCE AND HAY BALES INSTALLED, THE DEMOLITION AND SITE WORK CAN COMMENCE. C/) a w E • ONCE SITE WORK HAS COMMENCED, WEEKLY INSPECTIONS OF THE INSTALLED SILTATION FENCE AND HAY BALES WILL BEGIN. AREAS ADJACENT TO THE SURROUNDING WETLANDS AND MEADOW LANE Z CD WILL BE OF THE MOST IMPORTANCE CD Q z Q • THE INSTALLED CONSTRUCTION ENTRANCE MUST BE UTILIZED BY ALL VEHICLES ENTERING AND EXITING THE SITE AND SHALL BE MAINTAINED AND INSPECTED ON A WEEKLY BASIS. 0 C/) J � J C • DEMOLISH EXISTING HOUSE AND REMOVE DEBRIS FROM SITE. O Q � r w a Q • DEMOLISH AND REMOVE PORTIONS OF EXISTING DRIVEWAY NOT USED FOR CONSTRUCTION ACCESS AND STAGING. EXISTING DRIVEWAY MATERIAL MAYBE USED FOR BASE COURSE OF CONSTRUCTION 0 F ENTRANCE. ',� • THE DEMOLITION OF THE BUILDING ALONG WITH THE CLEARING OF EXISTING TREES AND SHRUBBERY FOR THE PROPOSED DRIVEWAY CAN OCCUR CONCURRENTLY. REFER TO ARCHITECT DRAWINGS A FOR BUILDING AND FOUNDATION DEMOLITION. PROTECTION OF EXISTING WETLAND MUST OCCUR AT ALL TIMES DURING CLEARING AND CONSTRUCTION. AT NO TIME SHALL ANY MATERIAL STORAGE Seal: CM OR VEHICLES BE LEFT ADJACENT TO WETLANDS. • Cz • ALL CLEARING SHALL TAKE PLACE WITHIN THE EROSION CONTROL LIMITS TO PREVENT DAMAGE TO THE SURROUNDING WETLANDS. N O • UPON COMPLETION OF CLEARING OF PROPOSED DRIVEWAY ENTRANCE, THE ENTRANCE SHALL BE BLOCKED OFF TO PREVENT ANY MACHINERY OR VEHICLES TO USE AS ACCESS WAY. AT NO TIME SHALL o VEHICLES AND CONSTRUCTION EQUIPMENT USE ANY DRIVEWAY LOCATION AS ACCESS WITHOUT THE EXISTENCE OF A SUB-BASE WHICH WILL BE RECYCLED FROM EXISTING DRIVEWAY. EXISTING Zg�2�� o J \d��S � DRIVEWAY TO REMAIN AS ACCESS WAY TO CONSTRUCTION SITE UNTIL NEW DRIVEWAY IS CONSTRUCTED. AT THIS TIME, THE EXISTING DRIVEWAY SHALL BE BLOCKED FROM FURTHER USE AS ACCESS. ��3 C� o • UPON COMPLETION OF CLEARING, GRADING SHALL COMMENCE. a cts STEVEN G. NIERODA R.L.A. a • CONSTRUCTION OF RETAINING WALLS FOR SANITARY SYSTEM SHALL OCCUR CONCURRENTLY WITH GRADING AND FILL. N.Y.S. LIC. NO 2308 Revisions • UPON THE COMPLETION OF GRADING AND NEW DRIVEWAY CONSTRUCTION, FINAL CONSTRUCTION AND LANDSCAPE INSTALLATIONS SHALL TAKE PLACE. No. Date Description O. 1 07/21/2023 PRELIMINARY REVIEW O U 2 07/18/2024 FOR REVIEW • UPON COMPLETION OF ALL BUILDING CONSTRUCTION AND LANDSCAPE INSTALLATIONS AND THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY BY THE VILLAGE, THE PROJECT LIMITING FENCE WILL 3 08/01/2024 FOR SUBMISSION BE REMOVED. 4 10/29/2024 REVISED FOR SUBMISSION • MINIMIZE CONSTRUCTION PARKING ON NEARBY NEIGHBORHOOD STREETS. CONFORM TO LAWS OF TOWN OF SOUTHOLD NOV - 1 2024 • ENTRANCE TO STAGING AREA TO BE ROUTINELY SWEPT CLEAN OF DEBRIS AND MUD. NOTES: Job No. 230605 0 • S.C.T.M.# 1000-123-03-01 CONSTRUCTION METHODOLOGY NOTES # 1000-123-03-01 Date 4• • THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 Et Y N.T.S. A SURVEY PREPARED BY NATHAN Scale • TAFTCORWIN III LAND SURVEYOR,P.C. 1" =10' o -P.O.BOX 16,JAMESPORT,N.Y.,LAST REVISED ON 4/1/2023. Drn.By GV • SOIL TEST HOLE DATA PREPARED Chktl.By SGN BY:MCDONALD GEOSCIENCE ON o 9/9/2022 Drawing No. • ZONE: R-40 3 .a • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN 0 IS NOT TO BE USED FOR L2 , 1 o CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES 10/29/2024 - REVISED SUBMISSION SET FOR PERMITTING - NOTE: NOT FOR NSTRUCTION . \ FLA 1 \ \ r formerly°. \ \ o n°W ° R KRp,ME I S�f EVE \ n CD �D ARAIYS SITE PLAN LEGEND : D B 3 I G N FIXED WOOD DOCK WITH THROUGH FLOW \ ��L61o� � __I. \ ' I LANDSCAPE ARCHITECTURE DECKING N 1 _ \\ I `� `,�� EXISTING PROPERTY LINE —� Landscape Architects 14 Ix �` EXISTING CONCRETE MONUMENT GM Site Planners _ �_ _ Development Strategists EXISTING VEGETATION TO REMAIN EXISTING WETLAND BOUNDARY LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY � � ��L N f 2 \ W S> 10 CONTOUR LINE 1929 NGVD 1929 NGVD10'CONTOUR Agawam Studio EN-CONSULTANTS ON 2022 _ �_ �' 2 - - - - - - - 36 Nugent street EXISTING CONTOUR -- -- -- -- .— .-- -- Suite B THE LINE ALONG APPARENT HIGH WATER MARK \ \- �� \ EXISTING CONTOUR 5'INTERVAL — — — — — — —(10) Southampton, NY 11968 283-1131 �� --- -� Q•\ I v (info) a28 -6677 (fax) ) �� EXISTING HIGH WATER MARK 10/10/2022 ' . . — . — ___ (631) 283-667i (fax) -�..e HIGH WATER MARK ON OGTOBER 10, 2022 � \ �\\ \ � \ I � I \ \ @ y g �\ �0 / ' \ / EXISTING EDGE OF CLEARING I ® 6 VINYL FENCE EXISTING TREES S 2401510511E - - FLAG 1 96.63r EXISTING WETLAND AREA 0* - I EXISTING WOODED AREA 6) 1 \7 _ PROPOSED SPOT ELEVATION 8.36 + a ` - TL - A -- - _ _ EXISTING TREE TO -� REMAIN (TYP.) 2 EXISTING VEGETATION TO REMAIN - _ _ - - �, � � PROPOSED CONTOUR � PROPOSED EDGE OF CLEARING o t `\'\ \ W00 ED \ I ` ' `\ \ \ FAG 4\ TUR AR ' PROPOSED GRAVEL DRIVEWAY ,- n n \ \ \ 0 -� ''' ��`!"' \ � ��\ FL \\ \\ Fl- G 8 3 4 5 � °4 U + + + + A q I.AG \ \ 2 ` .� 25 26 - \ Q N \\ v A vV , 9 IAA F� \ 1 v v o WIRE FENCE `� \ \ �' \, + + + \ `I\ O \ + + +'-+- +_- + + + + + + + + + + + + + + + + + EXISTING EDGE OF- +- +-�__ + + + + + + + + . + + + + ` + + + + + + + +- +--- +_+ + + + + + + + + + \ + ,t + + + ` + + �CL�ARING+ + + + +_+ +-- +---+ -�_+ -. + + + + + + + + + + + Q10' CONTOUR LINE 1929 NGVD -- —"� + + + + + + , + + + + + + + + + + + + + + + + + +- + r + + + '+ + + + + + + +� + + + + + + + + + + + + + + + + •+STONE + + + + + + + + + �-+ _.� + + t-� + + + + + + ' o IRREGULAR WIRE FENCE + +�+ + + + + + + + + + + + ( + + + + + + + + + + + + + + + + + + + + + + + + + + + \ o �10 + + + + + + + + + + + + + + \ +° + + + + + + + + + - \ �\ + + + + + �- + + + + + + + + +�+ + + + + + + + + + + \ ` + + + + + + . ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ ` + + + + +�+ + + � + + + + + + + + + + + + + + + + + + + + + + + + + + EXISTING EDGE GF CLEARING \ o + + + + + + + + •� + ~ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + \ 10 \ \ � � ' \`` PROPOSED + + + + `� + +\ + + + + ++ + �� + + + .+ + + + + + + + + + + + + + + + + + + + + + + + + + + + \ \ e �� \' \ POOL AND SPA + + + + + + Rig , , + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ \ \,t o + + + + + + + + + + + + + + + + + , + + +. -+` + + + + + + + + + + + + + + + + + + + + + �\ \ F +- + + + + + �/T + +� + + + + + + + + + -r•--.F + . + + + + + + + + + + + + + + + + + + + + + + + + RO + + +� + + t + + + + + + + + + + +f + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ +�+ + + + �t, + + + + + + � � + + + + + +. .�- + + + + + + + + + + + + + + + + + + + +(�� }, � + +^ + -+� + + + + + + + + + + + + + + + '+ + + + + + ,�,+ + + + + + + + + + + + + + + 01\W, 3 \ \ EXISTING TREE TO REMAIN TYP. + + + +\.;4+ „ + + + + +�+ + + + +--. + + + + + + + + + + + + _` � + + + + + + T--+ +� +_+ + + + + + N ( ) + + + + + + + + + + + + + + + + �8 + r►+ + + + +*+ + + + + + + + + + + + + + + + ++ + + + + + + + + + + �+ + + + + J° + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + � + I \\ o 12.�,•. + + + + + + f+ + + + ,� R + + + + - + + + + + + + + + + + + + x + + + + + + + + + + + + + + + +50+ .� + + + + + + \ „� C) z a� + + + + + + + + + + /i', + + + + \ + + + + + + + + + + + + + + + + + + + + + + + + + +�+ +r + + + + + + + fi; 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Drn.By GV SOIL TEST HOLE DATA PREPARED Chkd.By SIGN D 0 5' 10, 20' 40' BY:MCDONALD GEOSCIENCE ON a D . 9/9/2022 Drawing No. • ZONE: R-40 3 cd 0 • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN o M M 2 IS NOT TO BE USED FOR L3 . 0 Y SCALE:1"= 10'-0" CONSTRUCTION PURPOSES. 12 • AREA= 58,310 S.F. 1.339 ACRES FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION 2 A5 8 Ag Exterior Deck ------Exterior Deck NYS STATE LAW: UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS 0 , 0 o a OF THE STATE OF NEW YORK. - -- �- -�M:Bath -- E - — — — — — — — — — — — — — ARCHITECT'S SEAL&SIGNATURE: - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — - - - — - — — — — — — — — — — — — — — — — — — Bedrm-2 Lounge II M.Suite z U) II 6'6 '51 SHM 1 0) _5q /I h / /I ON / /L 1 � II U) His 0 (90, Clos (<z -)w < r —Clos - - - - - - - - - - - - - - Hall - I Nir.HF 3'x6'SHWR 2 <m 0 Her Hall Balcony 0 To Clos w __Bath-9__1 -FEl JOHN C. GRAMLICH ARCHITECT w cedar 248 ROUTE 25A-SUITE#3066 Clos Clos EAST SETAUKET, NY 11733 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM I / N I 17 / �� ff n Open to Below E CLIENT INFO: 3: Lndry-21 KAREN & BILL GOYDAN co L _J L _J 1645 MARRATOOKA RD Bedrm-4 cr-1 co Bedr-n-3 L-N MATTITUCK NY 11952 Bath-4 bath PROJECTINFO: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �Ell Fri 1 1645 MARRATOOKA RD F11] MATTITUCK NY 11952 rn PROJECT TITLE: GOYDAN RESIDENCE PROJECT DESCRIPTION: NEW RESIDENCE PHASE: SCHEMATIC (SD) CHECKED BY: INCEPTION DATE: JCG 10.17.2022 DRAWN BY: CURRENT DATE: JCG 05.25.2023 DRAWING TITLE: 2ND FLOOR CONSTRUCTION PLAN SHEET NO: Am C ;e FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION A2 -A j- Hill 3 4 Tj 5 A6 FITILL J 8 `1 L 9 F 171-1 -11 F 1Lit i L) =� I I I -1-LL, I NTO 01AIL LAW T-T]-- UNAUTHORIZED ALTERATION OR j Tl I ADDITION TO ARCHITECTURAL --T- -TTTT T-I PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART - � - - � - - OFFICIAL COMP CATION CODES, J RULES AND REGULATIONS I-LIULf OF THE STATE OF NEW YORK. T I J. I ARCHITECTS SEAL&SIGNATURE: L 7 Y. J J 1J. 1 1 - EL 18 GRADE =L 16 FR- T ......... EL '16 GRADE -�� - &��- -U � 7, r EL 15 GRADE SOUTH WEST ELEVATION SCALE : 1/4" V - 0" FRONTpi a . L U JOHN C. GRAMLICH T ARCHITECT j 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM CLIENT INFO: I iT 1 71 T- GOYDAN IT I I I MATTITUCK NY 11952 77 7- --,- 4" L-- L-11 i I I J I r FF PROJECTINFO: 1645 MARRATOOKA RD MATTITUCK NY 11952 T PROJECT TITLE: GOYDAN RESIDENCE j T-- PROJECT DESCRIPTION: -T NEW RESIDENCE i !-J PHASE: SCHEMATIC (SD) CHECKED BY: INCEPTION DATE: JCG 10.17.2022 DRAWN BY: CURRENT DATE: JCG 05.25.2023 DRAWING TITLE: EXTERIOR ELEVATIONS L- -————————————— —— —————j SHEET NO: 01� SOUTH EAST ELEVATION CD zou FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION 2 L /4\ f —L 1A L _J 1 A, �J -------- i J A5 71 j- -7 !j� Ti. 7 f -IT I I 'T i I A 8 ---- -7-T 9 _LL 111- IJ J ILI_ ix NYS STATE LAW: J ----LJ UNAUTHORIZED ALTERATION OR Tf ADDITION TO ARCHITECTURAL __ PLANS OR SPECIFICATIONS _7 A BEARING A LICENSED ARCHITECT'S 17 SEAL IS A VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE °°� OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS R-f-t1t, 11 1 11 7= 11 1 i I I _ff L ARCHITECT'S SEAL&SIGNATURE: J,__tJ f. 11 Jj_ TJ ---I_J_ J,_j TT=I A i i I i - - I I- JI, T j_ 17 - ------ -- -- - f FT"I IL A 0E F NORTH S�TE�L E�V A�TF2 JOHN C. GRAMLICH ARCHITECT J 248 ROUTE 25A-SUITE#3066_J1 EAST SETAUKET, NY 11733 4-1752 JCGRAMLICH@GMAIL.COM jj] CLIENT INFO: KAREN & BILL GOYDAN 1645 MARRATOOKA RD MATTITUCK NY 11952 :,e!_.. ._-1:- - I. ! l j �_:--._�l. -_:,:: \ PROJECT INFO: t H t], J 1645 MARRATOOKA RD MATTITUCK NY 11952 J- PROJECT TITLE: t 1' j j GOYDAN RESIDENCE PROJECT DESCRIPTION: NEW RESIDENCE PHASE: SCHEMATIC (SD) 1:L "I BY: INCEP TION PTION DATE JCG L 1 10.17.2022 _F-T I DRAWN BY: CURRENT DATE. JCG 05.25.2023 II � DRAWING TITLE: NITT EXTERIOR i 'M _jj___A-i I J_ I_ !j-, agam ELEVATIONS IA SHEET NO: WEST ELEVATION N Apt Sao- Imago %woos wows !2E sta Arm;e g— FILE LOCATION: r- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — —� I I REVISIONS: I I NO. DATE DESCRIPTION I I Al _ I I - - - - - - —{ 2 I I I I I 3 - I 4 _ I I I 5 - I I I I 6 I A7 _ I I g - I g - I I I NYS STATE LAW. UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK. ARCHITECT'S SEAL& SIGNATURE: I RED ARcy - MAIN GIRDER WITH COLUMNS _ - - _ _ _ _[ _ MAIN GIRDER WITH COLUMNS _ _ _ _ �- _ MAIN GIRDER WITH COLUMPIS 03805, pQ FOP NE`N I I .y I C. Mech I Electric& JOHN C. GRAMLICH Sewer ARCHITECT I 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM CLIENT INFO: KAREN & BILL GOYDAN 1645 MARRATOOKA RD 1 F I N I S H E D BAS�EM�EN T PLAN MATTITUCK NY 11952 NPROJECT INFO: \\ 1645 MARRATOOKA RD MATTITUCK NY 11952 PROJECT TITLE: GOYDAN RESIDENCE PROJECT DESCRIPTION: NEW RESIDENCE PHASE: SCHEMATIC (SD) CHECKED BY: INCEPTION DATE: JCG 10.17.2022 DRAWN BY: CURRENT DATE: JCG 10.21.2024 DRAWING TITLE: PILE & GRADE LEVEL NOV - 1 2024 PLAN SHEET NO: Alm Aft 25 ..................................... ...... ........................................... ................................... ....................................................................... FACE OFRUILDING GOYDAN SPI C 11 ICA 111 INS Ir C IS-X 4'DEEP MIDT L MAC WR VENT STACK COMPACTED EM ND PLUG BEDMENT AIRFLOW .SKIM NOPIMAL I ISURI 2 h 11.11 SLATE Oi OTHER POWER M 1=0 11 7_71-1, RESIDENCE PPIEI OR E FLOOR SLAB OR STRUCTURE SUITASU COVER E_ EXIS. GRADE 20,0'± 81 IN 20 ...... .... ..................................................................... ..................... ............. ................................... fff\y 20 rlr I'I)WI R CAN F 1411"1, ff INTERIOR 11PE N,,,,, d ptt.p"I_lIght 2' RISERS TO GRADE: 20-INCH POLYLOK DISTRIBUTION W/SAFETY GRATINGS: Fo=m BOX W/SAFETY GRATING 3=cffimmy impwCandd--lairfillu PROP FFE 16.0'± PROP, GRADE 16.0'± % WATER LINE �th�gn, 1645 MARATOOKA ROAD, Re di,phgm I-I�...bly ..th� PROP GD 16.0'± STONE WALL W- A 1,-gd d,,ph,,gm ill ffigg�it,A,t,SWp ........... ............................ ........... .. ........ .... .......................................................... ................................................ ................................... PDMI of,r F"To �111I: u...El.... IL-TAN(- MATTITUCK, NY 11952 0 v MINIMUM 410 r CAST IRON EXTENSION FROM -•-- VrEFM-ITI'l- PROP IE 13.0'± 4 FOUNDATION BEFORE TRANSI TO 4"0 16 12.3'± ATSMO-3034 COMPLIANT SDR:5 SEWER PIPE IE: 12,7'± ............... IF, 12,61± IE: 12.4'± ............. IE: 11.8'± ................................... CLEANOUT AT FACE OF BUILDING CO ON BASEMENT INTERIOR 10 ............ . .......................... ..... ...................................................................................................... .................................. .......... ............................. FLOW EQUALIZER # MY.K TYPICAL CLEANOUT DETAIL .......................7 0 4-INCH PVC SDR35 SCALE: NTS 4-INCH PVC SDR35 MIN SLOPE .01'/LF: SCALE: NTS (0 MIN SLOPE .02'/LF ...................... IlK CEN-10 I/A OWTS ................................ ............................... 1,"7....................... ............ ..................... .......... .......................... ........... POLYLOr, DISTRIBUTION E30X ................................ : - - 05 ...................................... ................................... ..................... ................ ....................... C'. -ell W2= V/ (5) TOWN OF SOUTHOLD QX) 7-FOOT DEEP X 10-FEIDT DIAMETER qD SCALE: NT5 PRECAST LEACHING POOL WITH PRECAST DOME AND RISERS.: 4, FUJI CLEAN MAC I OOK E3LOWER SUFFOLK COUNTY SCALE: NTS PRECAST CONC, 01 H_aT EXPECTED GRO iTION f.01 ..................... . ... ................. MEASURIM-7GROUNDWMER-ELVATIO 12(� ACCESS COVER - - - - - - - - - - -71 LEACHING POOL NOTES 4 THREE (3) 10-FOOT DIAMETER X 7-FOOT DEEP 0 / ' _ 4Z e PRECAST CONCRETE LEACHING POOLS. -5/1- C3 0 �v Q.co MINIMUM 7-FOOT EFFECTIVE LEACHING DEPTH Of 201 40/ 701 80/ 10/ 3 0" 60/ PRECAST POOL. PRECAST CONCRETE SLAB COVER W1 HIGH DOME. CONCRETE MINIMUM BURY DEPTH Of COVER 12-INCH TO SANITARY SYSTEM SANITARYSYSTEM PROFILE ELEVATION 4y - DOME 4 LO GRADE, MAXIMUM 24-INCH. SCALE= NTS DESIGN C164 - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - MINIMUM TOTAL Of G25 5f EFFECTIVE LEACHING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AREA FOR UP TO 9-BEDROOM HOME. GGO PROPOSED. 10-FOOT I/A OWTS 0 Jr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I c-, DIAMETER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DEEP HOL F1 C-1?EE - ' 1, "" � '� I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 PRECAST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING 501L CONDITION STATEMENT VIENTRAT"PIK y Sam Z CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - SOIL TEST HOLE DATA FROM MCDONALD . . . . . . . . . . . . . . . . . . . . . . . . . . . LEACHING GF-05ERVICE5 4 C� CHAMBER Volume(0) Lu - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Sedimentation Chamber 558 VA-'.. POOL 10 / 0 // LEACHING POOLS TO BE PLACED IN CLEAN SAND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Anaerobic Filtration Chamber 556 <III I AND GRAVEL ONLY (5P, 5\tV). Aerobic Contact Filtration Chamber 248 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Storage Chamber 125 0 i CYUI Disinfection Chamber 11 0 LO of - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEACHING POOLS REQUIRE MINUMUM 3-FOOT AS-BUILT SITE INFORMATION: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fc VERTICAL SETBACK FROM HIGHEST EXPECTED HIGH SUFFOLK COUNTY TAX MAP ID: Total Volume 1,498 < V INLET PIPE OUTLET PM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1000-123-03-01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GROUNDWATER. AA SPECIFICATIONS 1000-123-03-02 1 0 Ix - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ....... ....... Anaerobic Media g Rate 146% In E-AEXPECTED GROUNDWATER AT EL 1 .0'. PP/PE it g Rate 1 17% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Board Type Aerobic Media_FvF1`PP/PE H1�2n -EXISTING 2 STORY HOME TO BE DEMOLISHED. Aerobic Media PP/PE I Filling Rate 1 54% to - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 501L CONDITIONS MAY VARY AND NEED TO BE PROPOSED CONSTRUCTION 2 STORY HOME AM LIFT PLW Blower 3.0 cfm Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONFIRMED IN f IELD AT TIME Of INSTALLATION. AND DETATCHff D GARAGE. Tank FRP PVC/PP/PE METAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -LOT AREA: IN ET DAFFLI 0 RAMP SUITABLE 50IL5 ENCOUNTERED AT 4' Bff LOW GRADE (D Plastic/Cast Iron (0 In w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCTIVI 1000-123-03-01: 0.930 ac, 40,510 51ft Disinfectant(Optional) Chlorine TabletsCt5 < -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BASED ON TEST HOLE. 5CTM 1000-123-03-02: 0.409 ac, 17,800 5cIft 0 REMOVE AND REPLACE UNSUITABLE SOILS If -PROPERTY LOCATED AT: RECMICULATM BAFFLE _j \I/L-AM WAKE 11 0 1 G45 MARATOOKA ROAD, MATTITUCK, nMV OPEMM Cm CCLEANBRO OPENING) B IV NECESSARY WITH CLEAN SAND AND GRAVEL FOR A TOWN Of SOUTHOLD, SUFFOLK COUNTY, 7 LEACHING POOL DETAIL DIAMETER Of SIX FEET FROM LEACHING POOL NEW YORK (3-FOOT COLLAR), EXTENDING DOWN INTO THE -SURVEY PROVIDED BY: In"I 5CALE= NTS NATHAN TAFT CORWIN 111, LAND SURVEYOR EXISTING ACCEPTABLE MATERIAL (SP SAND). DATED: OCTOBER 12 2022 6 19'MANHOLE Ur MANHOLE 2 HAIIIHOLE 4'MANHOLE -TIDAL WETLANDS DELINEATED BY crLnmENc al-TMNAU EN-CONSULTANTS, DATED: 2022 -VERTICAL DATUM-NAVD '1088 DATUM -SURFACE WATER AND WETLANDS SHOWN ON TYPE CONTACT MEDIA 11 S 24*15-'0599 0D E 0 GENERAL NOTES: SITE PLAN > pla . .......:; TIE LINE A' q ALONG APPARENT 9 6-6 -PUBLIC WATER, ALL HOMES WITHIN 150LF 3' c-? 1 . EXISTING HOME TO BE DEMOLISHED. PROP05ED CONSTRUCTION Of 2 H CONNECTED TO PUBLIC WATER. V ATER MARK 4- STORY 9 BEDROOM HOME WITH POOL AND DETACHED GARAGE. I/A OWT5 ASSEMBLY qt 0 SANITARY REPLACEMENT DESIGN. WATER MARK ON OCTOBER 10, 2022 �Go I I I P's 2. 51TE PLAN AND REFERENCE ELEVATIONS TO BE USED SANITARY SYSTEM V OPA-- 0 CONSTRUCTION ONLY. )�A C, "_-:'-�WFTLANDS AREA Ov �\Ii '0 (0 '(3) C MEMA 0PaGPEXACT PROPERTY BOUNDARIES, UTILITY LOCATIONS AND TION ASSEMILY olo\ ELEVATIONS ARE NOT GUARANTEED. 7 3. REFERENCE ELEVATIONS BASED ON PROPERTY SURVEY. c1q V VC) 70, FEN 0 L COI 5.91, 18 E�GF OF CLEARING A� 4. ON51TE UTILITY MARK-OUTS TO 13E PERFORMED BY CONTRACTOR PRIOR TO PERFORMING 51TE WORK. SECTION A-A VIEW SECTION B-B VIEW92g STONE 'A 5. 501L TEST HOLE DATA PROVIDED BY MCDONALD GE05ERVICES, DATED: FUJI CLEAN CEN- 1 0 I/A OVVTE5 DETAIL5 .70 /--A I A- PROPOSED 10' DIAMETER 09-09-2022 SCALE: NTS % % PRECAST STORMWATER G. GARAGE WASTE PIPE TO BE CONNECTED TO SEWAGE EJECTOR PUMP IN EL_--6 GRADE -1\1 DRYWELL LOCA11ONS (TYP) r BASEMENT SLAB BY LICENSED PLUMBING CONTRACTOR. FUJI CLEAN CEN-10 FOP,RESIDENTIAL STRENGTH WASTEWATER UP TO 000 GPD. DESIGN FOP,UP TO 9-BEDROOM 990 GPD. 7. EXISTING SANITARY CE55FOOL5(5) TO BE PUMPED $ REMOVED AS _'EL,�'GRADE-_77- 0 SECONDARY SAFETY COVERS TO 13E INSTALLED UNDER,ALL TREATMENT UNIT COVERS. I A, NECESSARY PEP, 5CDH5 STANDARDS. uDUR` of po" %col) PROPOSED I/A OWTS SEPTIC SYSTEM FOR UP TO 9 BEDROOM RESIDENCE: TANK TO BE INSTALLED ON LEVEL COMPACTED SAND OR GRAVEL E3A5ff AND PROPERLY BACKFILLED PER MANUFACTURER RECOMMENDATIONS. Nf 25.0 1 . ONE(I ) FUJI CEN- 10 I/A OWTS U51f WITH MAC I 00R.BLOI R AND FUJI CLEAN CONTROL PANEL. MAC BLOWER,TO BE HARD WIRED. 110, / Ar 1 0 2. ONE(1 ) FUJI MAC I OOR BLOWER AND CONTROL ASSEMBLY. INSTALLATION TO 13E PERFORMED BY A FUJI CLEAN AUTHORIZED INSTALLER ONLY. C). ---Eft__'6-dRADE \ *'+ 3. THREE(3) I O' DIAMETER 15Y & DEEP PRECA5T LEACHING POOL. 7' SERVICE PROVIDER ONLY. MI OF- Q. 1b, 0 START-UP AND SERVICE TO 15E PERFORMED BY A FUJI CLEAN AUTHORIZED 5 SLO"6_ EL 12 DE Ln EFFECTIVE DEPTH WITH HIGH DOME AND CHIMNEY. DW '0 & BRICK- + 4. ONE ( 1 ) 10' DIAMETER FUTURE EXPANSION AREA. T,F 0 STEPS 1� 0FROM L 13 GRA -1;11 6 vo GENERAL SANITARY 5Y5TEM AND IN5TALLATION NOTES: v. ' 11 . _n ► REVISIONS: -CUT POST AT AN ANGLE 5 ttJ4 1 . PROPOSED I/A OWT5 DESIGNED FOR UP TO 9-BEDROOMS PEP, �Ire RUNOFF wu 1 DE Patio SUFFOLK COUNTY DEPARTMENT Of HEALTH STANDARDS (5CDH5). pdo - ov 4t TO ALLOW WATER TO E 7.2' C�7C NO, DATE DESCRIP. MI A, D 2. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT EL "RADE_ --fUJI CLEAN NEMA 4X CONTROL PANEL "�\j ORFR FOUNDATION PENETRATIONS AND 4-INCH 5DR-3515ETWEEN C'0 t4 ry FOUNDATIONS. n in gm Ir c') '\fR OWL BRICK 3. I/A OWT5 SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO PROP 2 STY _K --ELEC.AND CONTROL PROP FEEL. 16.0*,± 05 ARRIVING ON51TE U51NG THE METHOD APPROVED 13Y MANUFACTURER. DR - 1" \1. 1\iII* r�, I C)a- Y\NL'� 0 0 TO BLOWER PROP IE: 13'± RATE nPb v_r v 13.0 4. THE DE51GN ENGINEER SHALL OVERSEE THE OWT5 DURING SYSTEM 7 -CONTROL WIRING TO EL 15 FIF� - - 1 OW75 GAR STARTUP. e C�C' 5. CONTRACTOR 15 PE5PON5113LE TO OBTAIN TOWN BUILDING PERMITS --PRE55UE TREATED �8 �,7 4X4 P05T EL 16 FIF (6 -E- 0 1 1' 1. Jr/ AS NECESSARY PRIOR TO INSTALLATION Of THE FKOF05ED GRAVITY I`/I I _ y" _.�/ PROP IE- 14-±' 18 Iukf I(I II �;] "'In 1.11 Y SCALE: 1:30 -WEATHER RESISTANT R ENCLOSURE SUPPLIED CO ON BASEMENT "I �- I V 11 1�0/ CONNECTION. DESIGNER: TAO 13Y MANUFACTURER INTERIOR 1�1 E -WASTE PIPE ON 45* G. THE OWT5 INSTALLER SHALL BE LICENSED, HOLD AN ENDORSEMENT DATE: 05-26-2023 1. 15131 C D P CESSPOOLS FROM 5CDH5 AND BE A HYDROACTION AUTHORIZED INSTALLER. EL 16 GRADE BLUEST E_ 21 11 I 114T 11 % 0 I IN L 7. THE OWT5 INSTALLER. SHALL REGISTER THE ON51TE TREATMENT SYSTEM WITH 5CDH5. THE DESIGN ENGINEER SHALL PROVIDE PROPOSED FUJI DR ELL 10' MIN POWE '-T- I CRA Nv CEN-10 I/A OWTS I, �_114 18 /TR :\\ , L' 15 AY CERTIFICATION DOCUMENTS AS REQUIRED BY 5CDH5. 00 CO 56 MAC 11OP P� kLEC.SUPPLY AIR BLOWER PROPOSED POLYLOK 5' IN IN TOW 19�, ftr ARY RF IW-L4_0 WALL WATER LINE FROM HOUSE 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE FROM DWELLING 5' IN 'Ail 5' W TO GARAGE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL 13E F TO O\a DISTRIBUTION BOX 20 S, N,11 PROVIDED TO 5CDH5 FOR I/A OWT5. HOMEPORT ENGINEERING P.C. \ 7T PROP. SEPTIC LINE TO 10. A GARBAGE GRINDER SHALL NOT 13E INSTALLED UPSTREAM Of THE THOMAS A O'DWYER, PE MI R FUJI CLEAN CONTROL PANEL DETAIL LP L bw 0 HOUSE BY LICENCE LIC. NO. 094873 LP OWT5. FUJI CONTROL PANE1 \ 0 SCALE: NTS v INSTALL EJECTOR PUMP. 1 1 . WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO SETAUKET, NY 11733 PO BOX 1111 IN t PLUMBING CONTRACTOR. MAC BLOWER ASSE Yi I- I 7Z!" +'�> PROPOSED SEPTIC SYSTEM. I 1z 70 12. I/A OWTS TO BE PA551VELY VENTED THROUGH PLUMBING ROOF EX 00 VENTS. WIRE FENCE 0-C11- AROUND C� LEGEND CARDEN AREA 22 0 5 MAX-MAXIMUM Ar Cl-CAST IRON r CP-EXISTING SANITARY CESSPOOL OF NEW CIRCUIT BREAKER NOTES: 5' �I CO-CLEANOUT MIN-MINIMUM (0 OWTS-ON51TE WASTEWATER TREATMENT SYSTEM HEDGF4R-QW HEDGE ROW PT-PERCOLATION TESTb. MAIN BREAKER ELECTRICAL PANEL FUJI CONTROL PANEL 00. v DIV GRADE 0 17.5' CTG-CUT TO GRADE 5CDh5-SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES r A.Ob EL % A�k DB-DISTRIBUTION BOX HOUSE PANEL CB Ll-20 AMPS-120VAC 0.5, DARK BROWN LOAM (OL) EL-ELEVATION 5T-SEPTIC TANK EX EXPANSION POOL TH-TEST HOLE CB-Ll BI FOUND CONC. MOH. zzmff 6 PALE BROWN SILT (ML) 1- V-VENT 0.5'S. O..3'W. N. - v EX IS-EXISTING EDGE OF PAVEM IT 2.4 11"2.6 2.7 - 1, '�V CONC. v 22 8- 1 9 t, 4.0' FIFE-FIN15HED FLOOR ELEVATION TYP-ri'T'I CAL b 9 99 G� D 05.36 ,, v V, TEST HOLE DATA GE-GRADE ELEVATION WM-WATER METER N 30030 1 W PROPOSED UNDERR�Nl 7V _232+ N 29*13'10 W A-22.9 ELECTRIC SERVICE (TEST HOLE PERFORMED BY GPD-GALLONS PEP,DAY 23.0 HECE-HIGHEST EXPECTED GROUNDWATER FUTURE EXPANSION PRDPOSED PUBLIC WATER\$ER\A III AP� PALE BROWN FINE SAND (SP) MCDONALD GEOSERVI I/A OS-INNOVATIVE If ALTERNATIVE OWTS FUJI CLEAN CEN- 1 0 SINGLE LINE WIRING DIAGRAM ON SEPTEMBER 09, 2022 IE IN ERT ELEVATION ssl AT 1645 MARATOORA ROAD LF-LINEAR FOOT SCALE: NTS PROPOSED PRECAST CONCRETE 10'X7' MATrITUCK, NY 11952) LP-LEACHING POOL LEACHING POOL WITH TRAFFIC SLAB OR LOW A3 DOME COVER & TRAFFIC RISERS TO GRADE. <�) 1:.0' WATER IN PALE BROWN FINE SAND (SP) MARRATOOKA ROAD (TYP) 1 .0, EL -1.5' SHEET: MIA.0 ................ . ........................................... 4 . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . -T -If WATER ENCOUNTERED 18' BELOW SURFACE SANITARY SITE PLAN 0 20 40' im TEST HOLEINFORMATION SCALE= 1:20 SCALE= NTS FILE LOCATION: 30'-0" REVISIONS: NO. DATE DESCRIPTION 2 - o 3 - 0 4 - 5 12 6 - A7 12 — — - 10 10 - �. � -! - - --� ` A - Attic co N NYS STATE LAW: - - Detached Gar :.--, ,__- I ,- � i - 752 SF c� 2ND SUB FLR _ UNAUTHORIZED ALTERATION OR i �( ADDITION TO ARCHITECTURAL N oD M +11'-2 3/4"EL PLANS OR SPECIFICATIONS N N OL 1ST FLR PL HT+10'-0"EL _' BEARING A LICENSED ARCHITECT'S p __ _...__ _ T SEAL IS A VIOLATION OF PART 69.5.8 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, GARAGE DOOR HD HT II -° RULES AND REGULATIONS -J _ -_ 1 --- _-- \ t OF THE STATE OF NEW YORK. 2-Car �— 71 _. Y I I (_ 1 _ I -I _a ARCHITECT'S SEAL&SIGNATURE: Garage II I! -� ` . A _7.i��_�_-:-��- �_.�_-�.r.=' '� _.�._�:;{-�_�E-: _--_. ._. ED T II 60 ---hrilrh ., �._� _;1-I=�--<_-.-- 1------_ 1 .-.- C'S' M T I IL \ 3'0" 24'0" 3'0" 038051 OQ� L J 39-0' F OF NE`N SECTION A WEST ELEVATION A SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" N . DETACHED GARAGE PLAN SCALE . 1/4 - 1 - 0 752 SF JOHN C. GRAMLICH ARCHITECT 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM CLIENT INFO: / — i - --- - -- KAREN & BILL GOYDAN -- _ 1645 MARRATOOKA RD MATTITUCK NY 11952 - -' PROJECT INFO: I �- LUA — e _ _,.�___ 4__ \ 1645 MARRATOOKA RD =, r - 4 ,- _7== - -- - _ !-- �; . — �_ _._� �, MATTITUCK NY 11952 L �__ I 1 --! I -- - - T- —- — _i. 1 t I I 71 17 �._..---1_ .,,. __. ;__; .�---._�._ J.._.�..i-___..--.-- .------1- PROJECT TITLE. GOYDAN RESIDENCE _�1__ __ -- : I -1 -- -�Ti 111 PROJECT DESCRIPTION: k ( i E 1 m �__ _ ._,, _ NEW RESIDENCE PHASE. 1 - -FIR - _� �-j 77 i _ -- 1 ' _ �. �, -! --:� :-L— SCHEMATIC (SD) 11-1-1- j--- L J J; 4 _. 13 1� 4 ! - r CHECKED BY: INCEPTION DATE: W — - 1. _ _. I _ ! JCG 10.17.2022 - . Li DRAWN BY: CURRENT DATE: JCG 12.08.2023 DRAWING TITLE: DETACHED GARAGE _ PLAN & ELEVATIONS �r EAST ELEVATION NORTH ELEVATION 2 SOUTH ELEVATION i R SHEET NO: 0" POOL SIDE SCALE : 1/4" = 1' - 0" " "� %�'2' fauu,.,,,.,.-own I. .._ Board of Trustees E - LOCATION: i Nm r L NO. DATE DESCRIPTION 1645 M RAI Rwrm8x"kAT0uom'4 MATTITUCK INY1 - 7 11952 3 - 4 - / \ � 5 o / 6 / - ' g - EL 6 GRADE / ` Al NYS STATE LAW: UNAUTHORIZED ALTERATION OR ' EL 8 GRADE '-- - __— _ / ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS KA i FL - ��- '��J• BEARING A LICENSED ARCHITECT'S 0 p°Nr _ -- -----��°M� \ 69 5.6 OF VIO E TION OF PART °v Q F \ 8 OF THE - '1' GjO�' OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK. ARCHITECT'S SEAL&SIGNATURE: 1, 1, ! AF EL 6 GRADE EL 12 GRADE �5��` RAj �ti DW 14 t/ 0 -- ------------- -- -- - G , 'O q I _-- - - ---------- -- - ---_- .-- .._��._ —._._._. FiQp 1- I __._ ��L=�-15=8�DV�RED�PORCH:_�_ �..___ ___-------- � ''ti ,� yT�oF o5� e -EL 4 4-GRADE _ �____.___ _.__.._________ _.__��.___- W__ / NE EL�15-O=CVb=_ -_ :- ��_ _ -_ ,__. EL 8 GRADE \O _ __ It !, EL 10 GRAD 7 { ' oo, --------- ---- I - ate. �S --- i 1 I0 EL 15 FF � �� JOHN C. GRAMLICH !!( r ? ARCHITECT EL 16 FF l--EL 15.8--- EL 15 PATIO _ — __ --__ �. - --- : ,: , 1 W ' _ ! ; ! — � �� ' 248 ROUTE 25A-SUITE#3066 _ ,. _�__ _ __ _ .___ _.�' e -PORCH _; — - I 1 :: EAST SETAUKET, NY 11733 ! -t I TEL (631)384-1752 Iv ! �-_ _�.___.i. .( _. ; �/ JCGRAMLICH@GMAIL.COM II . 1 CLIENT INFO: L-'15:8-COVR`D--PORC FT KAREN & BILL GOYDAN EL 16 GRADE 1645 MAR' RATOOKA RD MATTITUCK NY 11952 i \II POR E"C CHERE la O 0 I (r. ? E '! ® i '� EL 15 DWAY PROJECT INFO: -- -- - - - -- -- ----------- -- -- L -- -- -- RETAINING WALL j ,' i / �\ / � L - I D V V I 1645 MARRATOOKA RD 7-------------- - I NON SANITARY RETAIN NG WAL _ a 1 MATTITUCK NY 11952 W 0 01 LP / 1 1 DW "o PROJECT TITLE: LP ��\ �/ -' GOYDAN RESIDENCE PROJECT DESCRIPTION: 1 i NEW RESIDENCE O PHASE: / 1 1 % o SCHEMATIC SD � 1 EX , � � ;' ;� 'i ', i��`� CHECKED BY: INCEPTION DATE: JCG 10.17.2022 ` /~ DRAWN BY: CURRENT DATE: i JCG 04.26.2024 SITE PLAN y SCALE : 1/1 = 10' - 0" DRAWING TITLE: SITE PLAN ECEIVE 11 u /' \ �.UG, 5 20 SHEET NO: Soutt�ol6 Town Board ofTrustees FILE LOCATION: YUAI E D. REVISIONS: NO. DATE DESCRIPTION 164'm5MAfflkRRAj' T00KAwKmooD 1 MATTITUCK , NY11952 2 - 3 - 4 - LOT AREA CALCULATIONS \ 5 : - - LOT SIZE 58,310 SF \ 6 UPLAND LOT SIZE 54,741 SF 0 _ 7 MAXIMUM LOT COVERAGE @20% 10,948 SF HOUSE 3,287 SIF 9 COVERED FRONT PORCH 149 SIF Qv� - COVERED SIDE PORCH 167 SF COVERED REAR PATIO 865 SF V 4 DETACHED GARAGE 752 SF NYS STATE LAW: POOL 576 SF 153 UNAUTHORIZED ALTERATION OR POOL PATIO 1,353 SF Ci ! ADDITION TO ARCHITECTURAL TOTAL 7, SF Jj PLANS OR SPECIFICATIONS f \ BEARING A LICENSED ARCHITECT'S GRAVEL DRIVEWAY 4,359 SF \ SEAL IS A VIOLATION OF PART 69.5.B OF TITLE 8 OF THE GFA CALCULATIONS OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS LOT SIZE 58,310 SF � \ OF THE STATE OF NEW YORK. UPLAND LOT SIZE 54,741 SF \ ALLOWABLE GFA FOR LOTS UP TO 80,000 SF= 5,100 SF ARCHITECT'S SEAL&SIGNATURE: +5%IN EXCESS OF 40,000 SF(MAX 7,100 TOTAL) ' 5%OF 14,741 SF= 737 SF ' \ ED ARC TOTAL ALLOWABLE GFA= 5,837 SF ;\, \ �5 G Fill ! HOUSE FIRST FLOOR 3,287 SF HOUSE SECOND FLOOR 2,515 SIF \` 15� N TOTAL HOUSE GFA= 5,802 SF SO \ Shy 03805� oQ�- / 0• ` OF NEB NOTES: = f INTERIOR SPACES IN EXCESS OF 15'-0"COUNTED TWICE EXCLUDED FROM GFA UNENCLOSED PORCH,PATIO, DECK,BASEMENTS& ATTICS ACCESSORY STRUCTURES WHICH MAY BE CONVERTED \ TO HABITABLE SPACE ARE INLCUDED GFA CALCULATIONS - ACCESSORY - • It f} LOT SIZE 58,310 SF / \; UPLAND LOT SIZE 54,741 SF •/ \ ALLOWABLE GFA FOR LOTS 20,000 TO 60,000 SF= 1,200 SF DETACHED GARAGE 752 SF o %• \ NOTES: MAXIMUM HEIGHT LOTS 40,000 SF-59,999 SF=22'-0" 1 �• \ MINIMUM SIDE YARD=15'-0" EL6GRADE % � \ JOHN C. GRAMLICH \ ARCHITECT J'--- -- '--EL 8 GRADE -- ------------_---------- �.--� / / 1 248 E� 1 00 co ------- ROUTE SUITE -------------------J,oM��Nos \, Igo EASTTSETAU ETNY 166 733 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM 1 EL 6 GRADE 1 i' - �' pENlGNpOjN EL CLIENT INFO: pW T KAREN & BILL -_ °oho GOYDAN S: 1 I F I - I 1 RoM r]-��44-6RAJ '-"EI"158COVEREDP6RCH A:_ --- / 1645 MARRATOOKA RD — �- ------------ -------- —_ I- � � MATTITUCK NY 11952 I rEC 15.Q RD EL 8 GRADE t\ p s, \ r EL 10 GRAD I Imo. /• } o. °°I PROJECT INFO: 1 - 0• { �--- _'� -. __:..... �% 1645 MARRATOOKA RD II' fqu os -'�r=== I 4 EL 15 FF MATTITUCK NY 11952 ' EL 15 PATIO - - ; 111 IIN PROJECT TITLE: ' C-15.8�Q ?RORC ' PQR� / ELI6GRADE : P • P� GOYDAN RESIDENCE ti PROJECT DESCRIPTION: (j s1i I r ✓-� "�" I ® I \ �. WAY' 4 1 ao 0 oa ! Ir �' IC EL 15D ,? !N!:�1, j ♦ NEW RESIDENCE PEfAINING WALL DVV ' PHASE: SCHEMATIC (SD) 1 I �' LPO�; DW `. I LP ; LP I , °.. ` / , ' \ �� _- CHECKED BY: INCEPTION DATE: O, JCG 10.17.2022/ - c- 0 oto I Rr - / DRAWN BY: CURRENT DATE: 1 EX 00 AUG 5 2024 JCG 04.26.2024 1 O '�I / DRAWING TITLE: / Sou*,'3old Town / 8mrd of Tam" OVERALL SITE PLAN OVERALL SITE PLAN SHEET NO: All 1 SCALE : 1" = 20' - 0" FILE LOCATION: — — — — — — — — — — - - - - - - - - - - - - - - - - - - - I I REVISIONS: NO. DATE DESCRIPTION I I Basement _ - - - - - - - - - - - - - - - - - - - - - -� 2 I I Walk-Out I 3 - I - I I 4 I 5 - I - I I I 6 I I - 7 I17-1 A - I 9 I I I NYS STATE LAW: UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.E OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK. 1 ARCHITECTS SEAL&SIGNATURE: I — — MAIN GIRDER WITH COLUMNS — — — — — — _E — MAIN GIRDER WITH COLUMNS —�_ _ — — — —E3 — MAIN GIRDER WITH COLUMNS fl — — — — —E— — — — — 1 I I I I Mech -------- Electric & Sewer JOHN C. GRAMLICH ARCHITECT I 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM mmommm CLIENT INFO: KAREN & BILL GOYDAN 1645 MARRATOOKA RD FINISHED BAS�EM�E N T PLAN MATTITUCK NY 11952 N PROJECT INFO: 1645 MARRATOOKA RD \ \_ MATTITUCK NY 11952 PROJECT TITLE: GOYDAN RESIDENCE PROJECT DESCRIPTION: NEW RESIDENCE PHASE: SCHEMATIC (SD) CHECKED BY: INCEPTION DATE: JCG 10.17.2022 DRAWN BY: CURRENT DATE: JCG 05.25.2023 DRAWING TITLE: PILE & GRADE LEVEL PLAN r— i '13 �I r 0124 SHEET NO: Southola Town EVA Board of Trustees FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION A3 A5 -----Patio-- DECKING—----- --------- rn ......-------- NYS STATE LAW: Covered UNAUTHORIZED ALTERATION OR ----.---DECKING C3 Li B i LUESTONE ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS rill, BEARING A LICENSED ARCHITECT'S Dw SEAL IS A VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS F THE STATE OF NEW YORK. BANQUETTE I_ w — ----- ARCHITECT'S SEAL&SIGNATURE: 202L 0 LLJ Family Rm w 0 9� — Dining a U- Kitchen Ath 0 TABLE Den wv —F=�� 0 w Lu I I I I (D 'z: < Bednn-5 YxTISLAND I L-------j Breakfast II I II �I I----------------- r--------11 1 REF WOVEN ---------------------------- - - -- - - - - - - - - - - - - - - - - - - - --- --- _N[CHr -1 - - - - - - - - - - - - - - - - - T— — — — —I- - - — — — I FRZ L------------------ F-k Ira 0 L bat Ante z Ante Hall scullery 01 E F DF 3<6'SH"R 0 "JIB"DOOR ------------------------------------ REF Covered -Ewdr ----Porch— Pntry BLUESTONE JOHN C. GRAMLICH co 7-- LOCKERS BENCH LOCKERS ------- ARCHITECT 248 ROUTE 25A-SUITE#3066 Changing 00% C m EAST SETAUKET, NY 11733 edrm-6 TEL(631)384-1752 -------- JCGRAMLICH@GMAIL.COM Bath-6 Bedr'n-7 w CLIENT INFO: KAREN & BILL uu z -11 0 1 GOYDAN '3'x4 SHWR FE11 Ba h-8 1645 ARRATOKA R MATTIMTUCK NYO 11952D _rw J RE PROJECT INFO: —.-.—,--Covpred 1645 MARRATOOKA RD i U MATTITUCK NY 11952 BLUE 4E PROJECT TITLE: GOYDAN RESIDENCE PROJECT DESCRIPTION: NEW RESIDENCE PHASE: SCHEMATIC (SD) CHECKED BY: INCEPTION DATE: JCG 10.17.2022 DRAWN BY: CURRENT DATE: JCG 05.25.2023 DRAWING TITLE: L 1ST FLOOR CONSTRUCTION PLAN I V r.- %*F b SHEET NO: � FIRST FLOOR PLAN 2024 FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION 2 - 3 - 4 - 5 - 6 - -- A7 - Ag -----------Exterior Deck----. _ Exterior Deck NYS STATE LAW: ---------- — - — _ _ ��— — UNAUTHORIZED ALTERATION OR -- ADDITION TO ARCHITECTURAL ----------- - — PLANS OR SPECIFICATIONS -- —--------- ----- -- — -- — — ---- BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.B OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS O o o I OF THE STATE OF NEW YORK. Li _ i M.Bath — — — — — — — ARCHITECT'S SEAL&SIGNATURE: Q - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- -- m - - - - - - - - - - - - - - - - - - - - - - - - - - - - no Bedr -2 Lounge I II M. uite I IZ w 6'6x5'SHWR Cn I II I ( I II His S I ¢Clos I �� _Clos I ` L_________ — _J� I I — Hall 3'x6'SHWR o I I Her Hall I ( Balcony m Clos W I I I I I � ► ..i _ Tot, ath-2 . II — II a I __-- -- - - -- -- - JOHN C. GRAMLICH _-_- ARCHITECT --- --- L) W o cedar lined y — — — — - - - - - - - - - - - - - - - "�, EASTSETAUKET, NY11733 4 25A-SUITE#3066 CIOs — CIOs TEL (631)384-1752 JCGRAMLICH@GMAIL.COM cc Open to �. "0 � CLIENT INFO: - -- --- ---- Lnc ry_2I KAREN & BILL Below a -- --- GOYDAN �-- -- --- --- L J L J Be rm-4 - - o _— � Bedr -3 1645 MARRATOOKA RD MATTITUCK NY 11952 Ell I Bath-4 i ° Bath-� PROJECT INFO: — — — — — — — ---� El— Ln -- — — — — — — — — — — — — — — — — — — El o -_ ,� .—_�. 1645 MARRATOOKA RD • MATTI� ( TUCK NY 11952 PROJECT TITLE: GOYDAN RESIDENCE PROJECT DESCRIPTION: NEW RESIDENCE PHASE: SCHEMATIC (SD) N CHECKED BY: INCEPTION DATE: JCG 10.17.2022 DRAWN BY: CURRENT DATE: JCG 05.25.2023 DRAWING TITLE: 2ND FLOOR CONSTRUCTION PLAN i a SHEET NO: AUG 5 2024 Elm"_ TOWIT FILE LOCATION: REVISIONS: i _ / _ NO. DATE DESCRIPTION zi 2 ir I ILL - �TA5T F--1 1 7 7 77 T' 000—� FT FIT 7 A r I TT A8 Ll 9 A -LLT L ry4 I-ANYS STATE LAW: j I L LLIII fi UNAUTHORIZED ALTERATION OR ...... J- L L--ALL, ADDITION TO ARCHITECTURAL I TIP] I I- F-1 .1-1-1 -1-11-11f f PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, REGULATIONS OF THE STATE OF NEW YORK. —T"-r-"- T-7 f7 :Lli - I- 7T ARCHITECTS SEAL& SIGNATURE: it Ll T7 T __T T Till CD 77' f EL 18 GRADE I F-f 1 1 1 1 i --JIM ------ E:1 =L 16 FF-[:::] I-T,7 - --------- EL GRADE EL 15 GRADE J-" JOHN C. GRAMLICH T1 ARCHITECT -IJ 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM CLIENT INFO: GOYDAN -J�- . -�-=H' i 1645 MARRATOOKA RD FLT- f Y 11952 �J8 4 I LIT 1 1: -1 1 1 J MATTITUCK NY 11952 -J.-J f-TT-1 F F-F-F-1-T7 1 PROJECT INFO: 1645 MARRATOOKA RD TITLE: LL GOYDAN RESIDENCE -J t PROJECT DESCRIPTION: NEW RESIDENCE L PHASE: 77-1 -I'-T I - - _7 SCHEMATIC (SD) -77--j I T7 CHECKED BY: INCEPTION DATE: JCG 10.17.2022 DRAWN BY: CURRENT DATE: JCG 05.25.2023 C) I DRAWING TITLE: Lo EXTERIOR ELEVATIONS ki E L --------------------- - C) SHEET NO: SOUTH EAST ELEVATION C> 12'024- Ash., FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION 71 A2 1 Sc -4 J- I J-1 I f 6 1A I L 1.j -_ -_I t 1 -j— _1, --I I I I I. I i i -t-j -t 9 I i t I J-1— -7 I- NYS STATE LAW. UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL -TT 71 'k Ill PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S -7— 77— SEAL IS A VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE EF, OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS h I-TTF 1 1 1:71 11 III 1 1 { III 1 1 i I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ; —d I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I OF THE STATE OF NEW YORK. + LU ARCHITECT'S SEAL& SIGNATURE: LJ-.11-i L�A A 6� r L I"I T- t LL-L- -T-1-71 -T T-7-7 1 LLLL — —— — — — — ———— I J IIEAST ELEVATION F JOHN C. GRAMLICH ARCHITECT 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM _ ._i_ _ - -_ _ _ - ........... - _ I _ CLIENT INFO: T KAREN & BILL GOYDAN 1645 MARRATOOKA RD MATTITUCK NY 11952 ), PR JE TINFO: L 1645 MARRATOOKA RD MATTITUCK NY 11952 t I I J —1 ITIII PROJECT TITLE: GOYDAN RESIDENCE ..................- PROJECT DESCRIPTION: NEW RESIDENCE PHASE: T- 'F� SCHEMATIC (SD) CHECKED BY: INCEPTION DATE: F I T7' JCG 10.17.2022 I L-J DRAWN BY: CURRENT DATE: T JCG 05.25.2023 -j �1�4T�-ry- , L L F-1 I DRAWING TITLE: T- r T7117- YT T-' I -Mrs T- EXTERIOR I . ELEVATIONS T T-1 E C E I V E will was- "mono MOON MOON W."mWEST ELEVATION!2N AUG 2 G 2`4 SHEET NO: Souftid Town Board of TmO,^ps NSET FOR PERMITTING (DRAFT) NOTE: NOT FOR CONSTRUCTION . 08/01 /2024 SUBMISSIO GENERAL CONDITIONS ARAJYS D E S I G N LANDSCAPE ARCHITECTURE 1. THE WORK INCLUDED UNDER THIS CONTRACT SHALL CONSIST OF ALL LABOR, MATERIALS, TRANSPORTATION, TOOLS Landscape Architects PROJECT TEAM : Site Planners 1111!111��16 4 5 10 T 0 0 1 1 AND EQUIPMENT NECESSARY FOR THE CONSTRUCTION OF THE PROJECT LEAVING ALL WORK READY FOR USE. Site strategists 2. THE PLANS INDICATE THE GENERAL EXTENT OF NEW CONSTRUCTION NECESSARY FOR THE WORK, BUT ARE NOT Agawam Studio INTENDED TO BE ALL INCLUSIVE. ALL NEW WORK NECESSARY TO ALLOW FOR A FINISHED JOB IN ACCORDANCE WITH 38 Nugent Street 1645 MARRATOOKA RD THE INTENTION OF THE DRAWINGS IS INCLUDED REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR MENTIONED Southampton,Suit B NY 11968 SURVEYOR. IN THE NOTES. (631) 283 t66 (office) R (631) 283-6677 (fax) CORWIN MATTITUCK NEWY01 lK 11 (� �` 3 3. ANY DISCREPANCIES FOUND IN THE VARIOUS PARTS OF THE BID DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF into�araivsdesign.com NATHAN TAFT III LAND SURVEYORS , `J6THE LANDSCAPE ARCHITECT AND THE OWNER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. SHOULD THE CONTRACTOR PROCEED WITH THE WORK PRIOR TO RECEIVING CLARIFICATION, HE DOES SO AT HIS OWN RISK. SCTM # 1000 -123 -03 -01 4. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB P . O . BOX 60 DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES AND SHALL PROVIDE ALL SUBCONTRACTORS WITH �L 1000 - 123 -03 -02 CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED. JAMESPORT, NY -f�` 5. THE CONTRACTOR SHALL VERIFY AND ASSUME RESPONSIBILITY FOR ALL DIMENSIONS AND SITE CONDITIONS. THE CONTRACTOR SHALL INSPECT THE EXISTNG PREMISES AND TAKE NOTE OF EXISTING CONDITIONS PRIOR TO SUBMITTING 631 -727-2090 PRICES. NO CLAIM SHALL BE ALLOWED FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE REASONALBY BEEN INFERRED FROM SUCH AN EXAMINATION. 6. COORDINATE ALL WORK WITH EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO IRRIGATION PIPED, ELECTRICAL CONDUIT, WATER LINES, DRAINAGE LINES, GAS LINES, ETC. SUBMISSION SET ARCHITECT. 7. PROTECT ALL SITE CONDITIONS TO REMAIN INCLUDING TREES, PAVING, LIGHT STANDARDS, ETC. 8. DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS. PREPARED : 0810112024 9. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. °' 0 JCG ARCHITECT 10. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS OF ALL SUBCONTRACTORS AND TRADES AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, 248 ROUTE 25A, Suite # 3066 DEBRIS, OR DUST FROM AFFECTING IN ANY WAY, FINISHED AREAS OR OUTSIDE JOB SITE. Q U . 0 11. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY WITH OWNER AND LANDSCAPE ARCHITECT AND AN ALL ITEMS CD EAST SETAUKET NY w" " '' TO BE SAVED FOR REUSE, AND SHALL REMOVE AND STORE THEM IN A PROTECTED AREA ON THE JOB SITE, OR AS DIRECTED BY OWNER AND LANDSCAPE ARCHITECT. CD 12. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES AND INSTALL ALL NECESSARY SLEEVES, STUB—OUTS, ETC. AS REQUIRED. ENVIRONMENTAL CONSULTANT: 13. CONTRACTOR SHALL PERFORM ALL PROTECTION, DEMOLITION, REMOVAL AND SITE PREPARATION NECESSARY FOR THE CD PROPER EXECUTION OF ALL WORK SHOWN ON THE DRAWINGS AND DESCRIBED ON THE SPECIFICATIONS. TWIN FORKS PERMITS 14. WHERE 'VERIFY' OR 'FIELD VERIFY' IS USED IN CONJUNCTION WITH A DIMENSION, THE CONTRACTOR SHALL VERIFY THE } MEASUREMENT PRIOR TO COMMENCING THE WORK. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE C' 288 E MONTAUK HIGHWAY LANDSCAPE ARCHITECT. 15. THE CONTACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO ALL REQUIRED FIELD CD OBSERVATIONS BY LANDSCAPE ARCHITECT. CD HAMPTON BAYS , NYCD ,y' ` st1j ® W i C O w,g CD �" u a M 2 Cz CD Q� V W CD cn N CD y TCD O 0- z " O U c� a� O a c� W Q L_j U _1 1 1 CO U Q a CD0 AERIAL Seal: �, NTS CIO �-�� _c c/) PQ. �d 0 C j d• z � o o w 2 cb SHEET INDEX S, DRAWINGS: SCALE: REVISION: CID a L-0 . 0 COVER SHEET N/A 08101124 - SUBMISSION SET FOR PERMITTING STEVEN G. NIERODA R.L.A. L- 1 . 0 EXISTING CONDITIONS PLAN III = 16' 08101124 - SUBMISSION SET FOR PERMITTING N.Y.S. LIC. NO 2308 Revisions L-2 . 0 DEMOLITION & MOBILIZATION PLAN 1 = 10' 08101124 - SUBMISSION SET FOR PERMITTING No. Date Description L-2 . 1 DEMOLITION & MOBILIZATION - DETAILS & NOTES AS SHOWN 08101124 - SUBMISSION SET FOR PERMITTING 1 07/18/2024 PRELIMINARY REVIEW U 2 07/18/2024 FOR REVIEW L-3 . 0 SITE PLAN 1 " 1 D' 08101124 - SUBMISSION SET FOR PERMITTING 3 08/01/2024 FOR SUBMISSION L-3 . 1 RESERVED: SITE DETAILS & NOTES ill = 10' L- . 2 ERV : SITE DETAILS NOTES 1 °' = 10° L— . 0 SE LI E T L 1 'I = 1 ' L-5 . 0 RESERVED: AI + DRAINAGE PLAN 1 '° = 1 ' _ o L- . 1 RESERVED: GRADING - DETAILS NOTES1 1° 1 0° NOTES Job No. 230605 • S.C.T.M. # 1000-123-03-01 L- RESERVED: PLANTING PLAN 1 '° = 10' # 1000-123-03-01 Date �°u • THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 s 1_— m 1 RESERVED: PLANTING - DETAILS TES V I lOWN A SURVEY PREPARED BY NATHAN Scale "1 TAFT CORWIN III LAND SURVEYOR, P.C. 1" =16' ,_ ..., L-1 . 0 RESERVED: LIGHTING PLAN1 'I 1 I a REVISED ONP.O.BOX64%/2023 SPORT, N.Y.,LAST Drn.By GV L-7 . 1 RESERVED: LIGHTING - DETAILS & NOTES AS SHOWN • SOIL TEST HOLE DATA PREPARED Chkd.By SGN 3 SL M BY:MCDONALD GEOSCIENCE ON o 2 — 9/9/2022 Drawing No. �® ZONE: R-40 M THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN 0 o �•"! IS NOT TO BE USED FOR LO . o 1 CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES NSET FOR PERMITTING (DRAFT) - NOTE: NOT FOR CONSTRUCTION . 1645 MARRATOOKA Ro _ TREE/SHRUB INVENTORY08/01 /2024 SUBMISSIO Onsite tree inventory:06/06/2023 DBH-DIAMETER BREAST HEIGHT HEIGHT CLASS: 1=<15 ft. 2= ft. 3=30-05 ft. 4->45 ft. AR HEALTH: 1=Good '2=Fair 3=PooPoor 4=Dead AWS / Tree ID` TAG# Botanical Name Common Name` DBH or HT HT.CL HLTH COMMENTS REMOVE/TRANSPLANT D ES Y G N 0 LANDSCAPE ARCHITECTURE TREES Landscape Architects 1 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT. 1 3 THIN/WEAK TO BE REMOVED Site Planners 2 LIGUSTRUM OVALIFOLIUM PRIVET S HT. 1 3 THIN/WEAK TO BE REMOVED / 3 LIGUSTRUM OVALIFOLIUM PRIVET S HT. 1 3 THIN/WEAK TO BE REMOVED Development Strategists 4 THUJANIGRA DARK AMERICAN ARBORVITAE 22'HT. 2 2 THINNED OUT/SHADED +/-11 PCs) TBD 5 TNUJAPLICA7A'GREENGIANT GREEN GIANT ARBORVITAE 5'HT. 1 1 (+/-22PCS) TBD Agawam Studio / 6 QUERCUS STELLA TA POST OAK 26"CAL 50'HT. 4 1 TO REMAIN 38 Nugent Street 7 TILIAAMERICANA AMERICAN LINDEN 4"CAL 25'HT. 2 1 TO REMAIN Suite B 8 THUJANIGRA DARK AMERICAN ARBORVITAE 22'HIT. 2 2 THINNED OUT/SHADED(+/-4PCs) TBD Southampton, NY 11968 (1 7} 9 CARYA SP. HICKORY 35'HT, 3 1 TO REMAIN (631) 283-1131 (office) 10 THUJANIGRA DARK AMERICAN ARBORVITAE 22 HT. 2 2 THINNED OUT/SHADED(+/-29PCS) TBD (631) 283-6677 (fax) 11 FAGUSSYLVATICA EUROPEAN BEECH 15"CAL 50'HT. 4 1 TO BE REMOVED info@araiysdes1gn.com 12 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12"CAL 45'HT. 4 1 �ry 13 CARPINUSCAROLINIANA AMERICAN HORNBEAM 20"CAL 35,HT. 1 1 TO BE REMOVED TO BE REMOVED try 14 QUERCUS MACROCARPA BUR OAK 30"CAL 50'HT. 4 1 TO BE REMOVED 15 QUERCUS MACROCARPA BUR OAK 24"CAL. 50'HT. 2 1 TO BE REMOVED (0) 16 ACER PALMATUM JAPANESE MAPLE 4"CAL 25'HT. 2 1 DOUBLE TRUNK;RED LEAF TBD 17 CERCIS CANADENSIS EASTERN RED BUD 4"CAL 20,HT. 2 1 TBD LINE 192g 18 ACER PALMATUM JAPANESE MAPLE 6"CAL 25'HT. 2 1 RED LEAF TBD 1p'CONTOUR 19 QUERCUSALBA WHITE OAK 19"CAL 50'HT. 4 1 TO BE REMOVED NGVD 20 QUERCUS MACROCARPA BUR OAK 26"CAL 50'HT. 4 1 TO BE REMOVED 21 QUERCUSMACROCARPA BUR OAK 24"CAL. 50'HT, 4 1 TO BE REMOVED 22 QUERCUS MACROCARPA BUR OAK 24"CAL, 50,HT. 4 1 TO REMAIN 23 MALUS SP. CRABAPPLE 7"CAL. 35'HT. 2 2 TO BE REMOVED 24 PRUNUS SP. CHERRY 4"CAL 10,HT. 1 1 TBD (10� 25 MORUSALBA WHITE MULBERRY 6"CAL 20,HT. 2 2 TO REMAIN 26 JUNIPERUS VIRGINIANA EASTER RED CEDAR 4"CAL 25'HT. 2 2 TO REMAIN �p I 27 JUNIPERUS VIRGINIANA EASTER N RED CEDAR 6"CAL 30,HT. 2 3 MOSTLY DEAD TBD 28 QUERCUS MACROCARPA BUR OAK 24"CAL. 50'HT. 4 1 TO REMAIN °h I 29 QUERCUS VELDT/NA BLACK OAK 32"CAL 50'HT. 4 1 TO REMAIN Q, 30 PRUNUS SEROTINA BLACK CHERRY 4"CAL 30,HT. 2 1 LEANING TO REMAIN Lj l 0�\.., I 31 UKNOWN UNKNOWN 2"CAL 1 4 DEAD TREE TBD E y I 32 CARPINUSCAROLINIANA AMERICAN LINDEN 18"CAL 45,HT. 4 1 TO BE REMOVED � ` 33 CARPINUS CAROLINIANA AMERICAN LINDEN 18"CAL 45'HT. 4 1 TO BE REMOVED 34 QUERCUSALBA WHITE OAK 40"CAL 50,HT. 4 1 TO BE REMOVED J C 35 QUERCUS MACROCARPA BUR OAK 16"CAL. 50'HT. 4 1 TO BE REMOVED 36 PRUNUS SERRULATA ORNAMENTAL CHERRY 3"CAL. 20'HT. 2 1 TO BE REMOVED O L 37 PRUNUS SEROTINA BLACK CHERRY 2"CAL 8'HT. 1 1 TO BE REMOVED C H T 38 PRUNUS SERRULATA ORNAMENTAL CHERRY 2.5"CAL 18'HT. 2 1 TO BE REMOVED 0 P 39 PRUNUS SEROTINA BLACK CHERRY 8'HT. 1 1 TO BE REMOVED E E CO ' I 40 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 2"CAL 20'HT 2 4 TO BE REMOVED D F 41 PRUNUS SP. CHERRY 8"CAL 45'HT. 4 1 DOUBLE TRUNK TO REMAIN I X 42 PRUNUS SP. CHERRY 15,HT. 1 1 TO REMAIN 43 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 1"CAL 11,HT. 1 4 DEAD TREE TBD �1 6 44 PRUNUS SEROTINA BLACK CHERRY 3.5"CAL 18'HT. 2 1 TO REMAIN 45 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 1"CAL 10'HT. 1 4 DEAD TREE TBD 46 QUERCUSALBA WHITE OAK 13"CAL 50'HT. 4 1 TO REMAIN 47 PRUNUS SP. CHERRY 3"CAL. 30'HT, 1 1 v> HIGH WATER MARK ON OCTOBER 10, ` TO REMAIN 2022 48 SASSAFRAS ALBIDUM SASSAFRAS 12"CAL 45'HT. 3 1 TO REMAIN 49 PRUNUS SP. CHERRY 2"CAL 25'HT. 2 2 TO REMAIN 50 SASSAFRAS ALBIDUM SASSAFRAS 12"CAL 45,HT. 3 1 T 0 REMAIN PILE 51 SASSAFRAS ALBIDUM SASSAFRAS 12"CAL 3 4 DEAD TREE TBD Q 52 QUERCUS SP. OAK 16"CAL. 2 4 DEAD TREE TBD I 53 PRUNUS SP. CHERRY 2"CAL 25'HT. 2 1 TO REMAIN 54 SASSAFRAS ALBIDUM SASSAFRAS 5"CAL - 1 4 DEAD TREE TBD APPROXIMATE EDGE OF 55 SASSAFRAS ALBIDUM SASSAFRAS 45'HT. 3 1 TO REMAIN WETLANDS 56 SASSAFRAS ALBIDUM SASSAFRAS 5"CAL 30'HT. 2 1 TO REMAIN FLOATING WOOD DOCK L>_, 8• 57 SASSAFRAS ALBIDUM SASSAFRAS 8"CAL 30,HT. 2 1 TO REMAIN I 58 CARYA SP. HICKORY 8"CAL 45'HT. 3 1 TO REMAIN �n 59 SASSAFRASALBIDUM SASSAFRAS 7"CAL. 35'HT. 3 2 TO REMAIN — 60 SASSAFRAS ALBIDUM SASSAFRAS 6"CAL 35,HT. 3 1 TO REMAIN PILE----�• LO I 61 ACER SP. MAPLE 3"CAL. 25"HT. 2 1 TO REMAIN METAL RAMP c� I, 62 SASSAFRAS ALBIDUM SASSAFRAS 6"CAL 35'HT. 3 1 TO REMAIN p ' z I I 63 SASSAFRAS ALBIDUM SASSAFRAS 11"CAL 40,HT. 3 2 TO BE REMOVED 64 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7"CAL. 40,HT. 3 2 TO BE REMOVED p1A 1 nOW Or fOC110eC4y' 65 SASSAFRAS ALBIDUM SASSAFRAS 7"CAL, 40'HT. 3 2 TO BE REMOVED E \ STE\j�N KRAMER 66 QUERCUS PALUSTRIS PIN OAK 15"CAL 45'HT. 3 1 TO REMAIN 67 QUERCUS PALUSTRIS PIN OAK 12"CAL 45'HT. 3 1 TO REMAIN \\ w I �pWN RY AN 68 CARYA SP. HICKORY 12'HT. 1 1 TO BE REMOVED J I 69 CARYA SP. HICKORY 6"CAL 45'HT. 3 1 TO BE REMOVED o v/) \ FIXED WOOD DOCK WITH THROUGH FLOW \\ N 71�331 ' E ' I SE 70 CARYA SP. HICKORY 12'HT. 1 1 TO BE REMOVED � \ DECKING = 4, }x Yol 71 CARYA SP. HICKORY 6"CAL 45'HT. 3 1 TO BE REMOVED z CL) \ f I COo RPNtE 72 SASSAFRAS ALBIDUM SASSAFRAS 14"CAL 50'HT. 3 1 TO REMAIN :E— �2 .( F 73 CARYA SP. HICKORY 4"CAL 30'HT. 3 1 TO REMAIN O LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY I i ` c>(OR 74 CARYA SP. HICKORY 4"CAL 30'HT. 3 1 TO REMAIN � EN-CONSULTANTS ON 2022 G s' Z 75 SASSAFRAS ALBIDUM SASSAFRAS 3.5"CAL 25'HT. 2 1 TO REMAIN CIO THE LINE ALONG APPARENT HIGH WATER MARK \. e ` 76 CARYA SP. HICKORY 3.5"CAL 30'HT. 2 1 TO REMAIN CD ti �, 77 SASSAFRAS SASSAFRAS 3.5"CAL 30,HT. 2 1 TO REMAIN O � \ HIGH WATER MARK ON OCTOBER 10,2022 �. O`lj0 / �, ��,, 1 I 78 CARYA SP. HICKORY 4"CAL 35'HT. 3 1 TO REMAIN o`J �� / \ ' 79 ACER SP. MAPLE 1"CAL 20'HT. 2 1 TO REMAIN O 80 CARYA SP. HICKORY 15"CAL 50'HT. 4 1 TO BE REMOVED ~ �� n b- ` 81 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12'HT. 1 4 DEAD TREE TO BE REMOVED S 24°15'05" E / y VINYL FENCE 82 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12"CAL 40'HT. 3 1 TO BE REMOVED t \ 1 \ 83 LAGERSTROEMIA INDICA CRAPE MYRTLE 20'HT. 2 1 MULTI-STEMMED TBD 84 MGERSMOEMIA LNDICA CRAPE MYRTLE 20'HT. 2 1 MULTI-STEMMED TBD 96.63' 3'1 I ' 85 LAGERSTROEMIA 1NDICA CRAPE MYRTLE 20'HT. 2 1 MULTI-STEMMED TBD �•y� 86 CERCIS CANADENSIS EASTERN RED BUD 4"CAL 25'HT. 2 1 MULTI-STEMMED TBD LL— <,04le ♦ 177} 1 7} / D G 3 \ 87 THUJA QUERCUS SP. GLAND GREEN OAK 24"CAL. 50'HT. 3 1 TO REMAIN O ` TF(6) ` _ 4 1 88 GIANT ARBORVITAE 18'HT. 2 1 (+/)5 PCS TRANSPLANT 7CDZONFk ♦ \ X I SHRUBS \ TL A 89 ELEAGNUS UMBELLATA AUTUMN OLIVE 12'HT.X 5'W 1 1 TBD _ \ 90 ILEXAQUIFOLIUM'DRAGON LADY DRAGON LADY HOLLY 3"CAL. 15'HT. 1 2 TBD L1 J of v 91 UKNOWN UKNOWN 6'HT. 1 1 TO BE REMOVED CD 92 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 6'HT.X 5'W 1 1 TBD ^ _CD \ FLA 10 \ I W00 D 93 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH - 5'HT.X 3'W 1 1 TBD `1.J CD p q \ 94 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5.5'HT:X 3'W 1 1 TBD 'J_ Ft,NG TUR AR �� EXISTING HOUSE TO BE v CD � F1 G 95 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5.5'HT.X 2'W 1 1 TBD A Z� FL G g \ 93 94 g5 \ LAG T FLA 4 LA 2A• + 0}�\25 26 0 REMOVED 96 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5.5'HL X 3'W 1 1 TBD O t . v y �11.5} r, a � WIRE FENCE `� 92,'�; �'� g6 � \ � � 97 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH - 6'HT.X 5'W 1 1 Tgp Pr � 1 -7 98� \,\ �� \ ' BACCHARIS HALIMIFOLIA GROUNDSEL BUSH - 6'HT.X 6'W 1 1 TBD -� EXISTING EDGE OF cc5 CLEARING 97 �� 99 EUONYMUS SP. EUONYMUS 12'HT.X 5'W 1 1 TO BE REMOVED t \ 98 100 TAXUS SP. YEW 15'HT.X T W 1 1 MULTI-STEMMED TBD E + Q 101 TAXUS SP. YEW 15'HT.X 10,W 1 1 MULTI-STEMMED TBD r r1 °� 10'CONTOUR LINE 1929 NGVD V J �\ ( 102 ILEX SP. JAPANESE HOLLY 12'HT. 1 1 TBD p (10) \� \ \ .0n1 } J STONE od \\` IRREGULAR WIRE FENCE 103 ICEXSP, JAPANESE HOLLY 9'HT. 1 1 TBD 104 ILEX SP. JAPANESE HOLLY 12'HT. 1 1 TBD a \ 10 ' 16• } \ 105 TAXUS SP. YEW - 16'HT. 1 1 TO BE REMOVED O PROPOSED SILT �7.4} \ 2 \ 106 ELEAGNUS UMBEUATA AUTUMN OLIVE 8'HT.X5'W 1 1 TBD 2} 107 PIERIS JAPONICA'SILVER FLAME' VARIEGATED ANDROMEDA FENCE (TYP.) PRINCIPAL SETBACK _ F90��FT t10.7 _ 5• N 10 � �1,a CD PROPOSED TREE S x < /00 ��7. PORCH 9 1 V4��P 3 �1 5} EXISTING GARAGE TO BE ILI- PROTECTION ��1 CON; `' ��7 x 5, EX.CATCHBASIN 50,�� REMOVED 0 c) FENCE (TYP.) ` T,+ -i' — Xt5 5} / 2 1 1 Ck U J TIE&BRICKS } 102 c� CD o °'F90 t11,3}x o l5 8} Wit, 0} nz C/) N TIE&BRIC 15 L E•+ X y- o a LLJ ._ °' EXISTING o roo\ 1oT T D (7.0} �7.6} Q �oTfEES TO BE _ 126} x 36:� �\ \ \ VINYL la W1CL3T A�AINTED I`W 1 i 13.3} s 34 3i o� ao 103 \ FENCE ® seal: �. Nos as z 3 cn Y�? I�+ � �� \ i0 3 — "�} 3g4 • 3g \;,\ — ERIA -t n7 ,/ If SOVA S AUG - 5 goat CIO ��U<:tTold Town c�-o Bo,,;d of Trustees awP4 ooP o do � ROW OF ""'ir.*n..�. Gt<- ZL \ } TREES ` L �._ 3._ DOD fps } 81 \ L 1 � •3 � � \ W 1 \� S 4 \ � �11. � `� • 6 � N• z ILI- H rN EDspoo o �o m a ELGIA BLOCK CURB / b 55 53 X EXISTING CONDITIONS LEGEND : wpU z a a a �- / 4 o a� 10Qb (. 41� 7 64 a PO` �22.A) ° EXISTING PROPERTY LINE TEST HOLE ' ..0 a '% 2 • ` \ EXISTING CONCRETE MONUMENT CM k, r 4.8 `Y`v li 14.0 �17} • \ �` 3 �� D X� - STEVEN G. NIERODA R.L.A. � a � �. ��, ��, ' 65 � �� ` 4. 22.8} EXISTING WETLAND BOUNDARY (16 } t ) lM13 } ( 15. - - - - - - - • � 4 ,, I fir.:� •� _ � �` 66� �'\ �� `` 1 29 NGVD''�. 10 CONTOUR LINE 9 N.Y.S. LIC NO 2308 Q Q wJ�,/. , a ❑ Revisions \` 59 °� EXISTING CONTOUR i No. Date Descri tion T 8 `16 0 89 RINCIPAL S CK �EWAL'L 8 EXISTING CONTOUR 5'INTERVAL — — — — — — —„nl p _ h\ 1 07/21/2023 PRELIMINARY REVIEW i tS�Q a o (20) — — � "' EXISTING HIGH WATER MARK 10/10/2022 — — — - — U ' _ �O� t l 1W 17, a 7 2 \ • T3 t rj`�•C�}X 2 07/18/2024 FOR REVIEW s� (18.5}1 l e a V v5� EXISTING EDGE OF CLEARING 3 08/01/2024 FOR SUBMISSION © ' r \ 75 TA �• ( � ` EXISTING TREES 11 N 0 Cn EXISTING WETLAND AREA f -I s a 1 } r 1 { 4-- (_i Ab Zi 18 EXISTING WOODED AREA 71 5) WATER METE 1T ��•i l '�� 21.0} � ° 4 ",� 5 � PRIVET HEDGE PRIVET H E • l ' � ` �21.2 PRIVET HEDGE Z. ,gyp NOTES: Job No. 1 2 3 o'\� • S.C.T.M. # 1000-123-03-01 230605 Q 5} 1� THIS PLAN HAS BEEN PREPARED FROM Date �22.7 EDGE OF PAVEMENT 22 5� p (22 6} U 06/05/2023 „ l o, 9, \ A SURVEY PREPARED BY NATHAN N3 10W 105.36 ` EXI STI N G CONDITIONS PLAN scale x N 29°13'10" W a ° 104.52' POLE o TAFT CORWIN III LAND SURVEYOR, P.C. 1" =16' 2 X �`Z2,9} v NYT#11-2 o a �✓ �p . � •m -P.O.BOX 16,JAMESPORT, N.Y., LAST REVISED ON 4/1/2023. y x �2 SCALE: 1 " = 16'-0" GV D ° SOIL TEST HOLE DATA PREPARED Chkd.By N EXISTING DRIVEWAY AND ° SGN BY:MCDONALD GEOSCIENCE ON o M A R R A T 0 0 K A R 0 A D CURB CUTS TO BE REMOVED 0 $' 16 32' 64' 9/9/2022 Drawing No. • ZONE: R-40 3 0 • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN o IS NOT TO BE USED FOR L ■ �° 0 SCALE:1"- 16'-0° CONSTRUCTION PURPOSES. • AREA= 58,310 S,F. 1.339 ACRES - FLA 1 � ( \`. I or formerly°• — � (DRAFT) - NOTE NOT FOR NSTRUCTION .08/01 /2024 SUBMISSION SET FOR PERMITTING _ � SEVEN LU S RY AN z g AWN Ott E CD N ARAIYS FIXED WOOD DOCK WITH THROUGH CKING N71°26O , I DEMOLITION/MOBILIZATION PLAN LEGEND : D B S I G N DECKING k 1 4. LANDSCAPE ARCHITECTURE EXISTING PROPERTY LINE Landscape Architects EXISTING CONCRETE MONUMENT Q CM Site Planners LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY ®R� Development Strategists EN-CONSULTANTS ON 2022 G 2 I s EXISTING WETLAND BOUNDARY — — — — — 10'COMITOUR LINE 1929 NGVD Agawam Studio THE LINE ALONG APPARENT HIGH WATER MARK 38 Nugent Street I EXISTING CONTOUR -- — -- —_ _ Suite B — — — — — Southampton, NY 11968 \C1JO EXISTING CONTOUR 5 INTERVAL — — ul (631) 283-1131 (office) HIGH WATER MARK ON OCTOBER 10, 2022 1 I I (631) 283-6677 (fax) O<f� �� / \. I EXISTING HIGH WATER MARK 10/10/2022 — . .— . . — . . — info@araiysdesign.com �,�• EXISTING EDGE OF CLEARING CO _ � VINYL FENCE t1 I � 2401510511 E � EXISTING TREES 1 .�� / - 96.631 31 EXISTING WETLAND AREA Z041� ♦ L G 6) —'.�� 4. I �` EXISTING WOODED AREA \ TL A f'\ I PROPOSED EROSION CONTROL MEASURES A \. EXISTING TREES AND SITE LIGHTING REMOVALS � ("'LIGHT POLES TO BE SALVAGED AND RE-USED") 1 FLA \ WOOEDCM ' F AG 4 TUR ARE I EXISTING HOUSE TO BE 0 ,— n, � G B \ � 24 � I �, \ \ FLAG 9 FL�\ 3 94 95 LAG 7 LAG 4 LAG .0 25 1 26 a N ,t' REMOVED WIRE FENCE ;4; # \i \,\ k 9 �3• \ TREE PROTECTION o EXISTING EDGE OF ® -- _._CLEARING 97 gB ` N -- 10' CONTOUR LINE 1929 NGVD \� o {� rti STONE - IRREGULAR WIRE FENCE CD PROPOSED SILT ♦ � 4� 2 23 29 `' �` / CD FENCE (TYP.) o 10 Cz PROPOSED TREE X 6� PORCH ' 31 �� \ EXISTING GARAGE TO BE �� ;/ ?� �� TCH BASIN \ REMOVED CD PROTECTION �CD w a , 13.7�I Ex.cA rz FENCE (TYP.) ♦ �— � � '�� 1 `1 �� CIL (D TIE&BRICK 102 0 CD 7CD �QP OF —1 ... EXISTING EDGE OF � CD 41 42 �6 O `O RICK W AL I q 1 •4� 1 �� / EPS • \ 44 �— RICK'S1 43 CD \�H w �--" 32 TIE &B / p � P I Hp�sE 1 \ 2� °6� Q 1 6� = 45 �1 20) 75 EXISTING / 1 �, '`\ / `f' L0 CD 107 ICKPA I D �� \ 1 0 TREES TO BE 6 `, CD ��2° PH X / n 3 Q VINYL Q0 TRANSPLANTED 5.4) - nM / 37 �`, 40 10 l / FENCE W T CD a 7CDV 10 33 \ eri 1 J�� — —� .7 CD 90 --- $ 1 47 S USAF co \ ' Q ^x ROW OF ;, ,�•"'►....�, ICKWAL TREES � :�-- ` QOD PS �, $O \ 1 \ �° � Z \ 137 n �. � •1)X ( ) 19 �r � -TC v � a =__ 1 �A 54 AF�� \t � ` � � 23.Q�D CC BL OC CURB CESSPOOL 3� w a .l o� 0 N • LOCK _ 1 2� FRNmM o 0 A . GCzO a 1 o t1 13.8� a Icy ° — , / � GE 17 �A 4 - -- / o g _ E 4 � � � 2 4� � '� 4,� 5t 4 ' \ �L � F o SST HOLE 21•3 4 � r` \ \ 53 / k� Seal: �A5°8� QP� a o • ( o o Tw 1 \\ / / \° /° �16.5� 105 \ �� a 7 Ln C.6 \ E 8� �1 73 o 6 A AUG - 5 2024 VCIO I _ / a a � \ 1 _ STEVEN G. NIERODA R.L.A. CDr r) d cf Trustees N.Y.S. LIC. NO 2308 co 11 �/ a � �"iClll�a iU;rVr1 -C:) N / a \ 106 \ Revisions .cmM \ a o ° / w « / X (23 No. Date Description °O �\ Q c> 1 07/21/2023 PRELIMINARY REVIEW 2024 F � �i �' � •�� a3 / f' 2 07 18 Z — \ o � / / OR REVIEW p 3 08/01/2024 FOR SUBMISSION ' WIRE � � • AROUND 1B Q B5 " B4 ------- AREA o � ` ° 86 1 .5� ll ( 3�_— / a a WATER METE 17 2 X o•9) � 0 21 .®� .�- 4 �� DG2 PRIVET HE E pR1�ET HE ((21 .2 � l V n a \ 3 �N p \ a � 2•� 1 'Z'� EDGE OF PAVEMENT 5 V° p NOTES: Job No. 230605 -7 • S.C.T.M. # 1000-123-03-01 D n D p ° r tr D r 104.52' N 3 11011 W POLE �, D 105.361 p • THIS PLAN HAS BEEN 3PREPARED FROM-03-01 Date 06/05/2023 s x N 29 1310 W g L D NYT#11-2 D b D A SURVEY PREPARED BY NATHAN 23.2� o - �22 23. 1 DEMOLITION & MOBILIZATION PLAN D \ p D TAFT CORWIN III LAND SURVEYOR,P.C. Scale 1" =10, p p 31} j p p rl r rr • -P.O.BOX 16,JAMESPORT, N.Y.,LAST do x �23 7� SCALE- 1 = 10 -0 REVISED ON 4/1/2023. Drn.By GV • SOIL TEST HOLE DATA PREPARED Chkd.By SIGN 3 EXISTING DRIVEWAY AND 0 5' 10, 20' 40' BY:MCDONALD GEOSCIENCE ON o 9/9/2022 Drawing No, CURB--CUTS TO BE REMOVED • ZONE: R-40 • THIS PLAN HAS BEEN PREPARED FOR AA SITE PLAN APPROVAL ONLY.THIS PLAN o 2 IS NOT TO BE USED FOR L2 . 0 CONSTRUCTION PURPOSES. SCALE:1 10'-0" • AREA= 58,310 S.F. 1.339 ACRES 24 — SUBMISSION SET FOR PERMITTING (DRAFT) — NOTE: NOT FOR CONSTRUCTION . 08/01 /20 ARAIYS D E S I G N s LANDSCAPE ARCHITECTURE Landscape Architects Site Planners Development Strategists Agawam Studio POSTS-STEEL,T OR U SHAPE TYPE OR 2"HARDWOOD 38 Nugent Stfeet Suite B FENCE-WOVEN WIRE 14.5 GAUGE 6"MAX.MESH OPENING Southampton, NY 11968 (631) 283-1131 (office) ILTER CLOTH-MIRAFI 140N OR APPROVED EQUAL (631) 283 6671 (fax) i n f o @ araiysdesign.com IV 36"MIN.FENCE POST CD z o z U O CC N H T J LL UNDISTURBED GROUND FLOW SILT FENCE NOTES: r7 COMPACTED BACKFILL 1. WOVEN WIRE FENCE(MIN.14 1/2 GAUGE MAX.6"MESH SPACING)WITH FILTER "X6"TRENCH CLOTH OVER FENCE. BOUND STRAW 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES EMBED FILTER CLOTH BALES SPACED EVERY 24"AT TOP AND MID SECTION. 6"MIN.INTO GROUND v li 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FLOW Q STRAW BALE INLET PROTECTION NOTES: —~ —a 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED NOTES: TWO REBARS,STEEL PICKETS,OR \ \� WHEN"BULGES"DEVELOP IN THE SILT FENCE. WOVEN WIRE FENCE SECTION 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND 2"X2"STAKES DRIVEN 2'INTO r ' '' 4"VERTICAL FACE LJ IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. GROUND.FIRST STAKE DRIVEN AT CD SYMBOL (MIN.14 1/2 GAUGE MAX. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES AND ANGLE TOWARDS PREVIOUSLY BEDDING DETAIL 6"MESH SPACING) PLACED SO THE BINDINGS ARE HORIZONTAL. POSTS(TYP.) 36"MIN.FENCE POSTS. LAID STRAW BALE.DRIVE STAKES >, 10'MAX CENTER TO CENTER DRIVEN 16"MIN.INTOTHEGROUND 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR FLUSH WITH TOP OF BALE RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE Q SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO n �— FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE t s p z 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE ANGLE FIRST STAKE TOWARD <n MADE PROMPTLY AS NEEDED. PREVIOUSLY LAID BALE ITT ENC 9 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO -- AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. Flow } 6"PENETRATION INTO GROUND y TREE PROTECTION FENCING SHALL BE 4' MINIMUM MESH (SEE SECTION)CD ELEVATION FENCING MOUNTED ON VERTICAL PIPES DRIVEN 2 FEET INTO } THE GROUND LOCATE AS SHOWN ON PLANS. TREE PROTECTION FENCE TO EXTEND TO DRIPLINE OF TREES TO ANCHORING DETAIL REMAIN. SILT FENCE DETAIL • TREE PROTECTION FENCE TO TIE INTO CONSTRUCTION FENCE CDWHERE PRACTICAL STRAW BALE DIKE DETAIL CD CIO E CD CD CD Cn TREE PROTECTION FENCE DETAIL SILT FENCE DETAIL STRAW BALE DIKE DETAILNL 1 2 3 � z D N.T.S. N.T.S. N.T.S. CD CD O CO CIO CONSTRUCTION METHODOLOGY Q 0 .• CONTRACTOR TO FOLLOW "CONSTRUCTION METHODOLOGY' ON SHEET L20 BY ARAIYS DESIGN DURING ENTIRE P-IASE OF CONSTRUCTION. C LO0 0 d' r7l CD • THE EROSION CONTROL FENCING WILL BE LOCATED AND INSTALLED BY THE CONTRACTOR PER PLANS AND SPECS; EROSION CONTROL MEASURES TO BE INSPECTED AND APPROVED BY THE TOWN �, Q CD BUILDING INSPECTOR PRIOR TO COMMENCEMENT OF SITE WORK. CD • ONCE A BUILDING PERMIT IS ISSUED, THE CONSTRUCTION ENTRANCE MUST BE ESTABLISHED AND EROSION CONTRDL MEASURES INSTALLED. • ONCE THE CONSTRUCTION ENTRANCE IS ESTABLISHED AND SILTATION FENCE AND HAY BALES INSTALLED, THE DEMOLITION AND SITE WORK CAN COMMENCE. C� a � w E i Z • ONCE SITE WORK HAS COMMENCED, WEEKLY INSPECTIONS OF THE INSTALLED SILTATION FENCE AND HAY BALES WILL BEGIN. AREAS ADJACENT TO THE SURROUNDING WETLANDS AND MEADOW LANE Z O p WILL BE OF THE MOST IMPORTANCE U F— Z t�J 06 Q • THE INSTALLED CONSTRUCTION ENTRANCE MUST BE UTILIZED BY ALL VEHICLES ENTERING AND EXITING THE SITE AND SHALL BE MAINTAINED AND INSPECTED ON A WEEKLY BASIS. J C1) Im CD • DEMOLISH EXISTING HOUSE AND REMOVE DEBRIS FROM SITE. W O Q o ® W Q • DEMOLISH AND REMOVE PORTIONS OF EXISTING DRIVEWAY NOT USED FOR CONSTRUCTION ACCESS AND STAGING. EXISTING DRIVEWAY MATERIAL MAY BE USED FOR BASE COURSE OF CONSTRUCTION H CD ENTRANCE. tw • THE DEMOLITION OF THE BUILDING ALONG WITH THE CLEARING OF EXISTING TREES AND SHRUBBERY FOR THE PROPOSED DRIVEWAY CAN OCCUR CONCURRENTLY. REFER TO ARCHITECT DRAWINGS A FOR BUILDING AND FOUNDATION DEMOLITION. PROTECTION OF EXISTING WETLAND MUST OCCUR AT ALL TIMES DURING CLEARING AND CONSTRUCTION. AT NO TIME SHALL ANY MATERIAL STORAGE Seal OR VEHICLES BE LEFT ADJACENT TO WETLANDS. CIO • ALL CLEARING SHALL TAKE PLACE WITHIN THE EROSION CONTROL LIMITS TO PREVENT DAMAGE TO THE SURROUNDING WETLANDS. �10��cT Q d 10 u • UPON COMPLETION OF CLEARING OF PROPOSED DRIVEWAY ENTRANCE, THE ENTRANCE SHALL BE BLOCKED OFF TO PREVENT ANY MACHINERY OR VEHICLES TO USE AS ACCESS WAY. AT NO TIME SHALLLL o VEHICLES AND CONSTRUCTION EQUIPMENT USE ANY DRIVEWAY LOCATION AS ACCESS WITHOUT THE EXISTENCE OF SUB-BASE WHI H WILL BE RECYCLED FROM EXISTING Q C DRIVEWAY. EXISTING � � � � � ,� � �"� S �� DRIVEWAY TO REMAIN AS ACCESS WAY TO CONSTRUCTION SITE UNTIL NEW DRIVEWAY IS CONSTRUCTED. AT THIS TIME, THE EXISTING DRIVEWAY SHALL BE BLOCKED FROM FURTHER USE AS ACCESS. r sIL ��3 Cn Ql CD • UPON COMPLETION OF CLEARING, GRADING SHALL COMMENCE. AUG - 5 MINN a STEVEN G. NIERODA R.L.A. 9it3'c� lows F ; ffTrustees i• a CONSTRUCTION OF RETAINING WALLS FOR SANITARY SYSTEM SHALL OCCUR CONCURRENTLY WITH GRADING AND FILL. N.Y.S. LIC. NO 2308 _CDRevisions No. Date Description • UPON THE COMPLETION OF GRADING AND NEW DRIVEWAY CONSTRUCTION, FINAL CONSTRUCTION AND LANDSCAPE INSTALLATIONS SHALL TAKE PLACE.CX 1 07/21/2023 PRELIMINARY REVIEW C_) 2 07/18/2024 FOR REVIEW • UPON COMPLETION OF ALL BUILDING CONSTRUCTION AND LANDSCAPE INSTALLATIONS AND THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY BY THE VILLAGE, THE PROJECT LIMITING FENCE WILL 3 08/01/2024 FOR SUBMISSION BE REMOVED. • MINIMIZE CONSTRUCTION PARKING ON NEARBY NEIGHBORHOOD STREETS. CONFORM TO LAWS OF TOWN OF SOUTHOLD • ENTRANCE TO STAGING AREA TO BE ROUTINELY SWEPT CLEAN OF DEBRIS AND MUD. 3 0 NOTES: Job No. E 230605 • S.C.T.M. # 1000-123-03-01 CONSTRUCTION METHODOLOGY NOTES # 1000-123-03-01 Date 4. 06/05/2023 THIS PLAN HAS BEEN PREPARED FROM N.T.S. A SURVEY PREPARED BY NATHAN Scale • TAFT CORWIN III LAND SURVEYOR, P.C. 1" =10' o -P.O. BOX 16,JAMESPORT, N.Y.,LAST REVISED ON 4/1/2023. Drn.By GV • SOIL TEST HOLE DATA PREPARED Chkd.By 3 BY:MCDONALD GEOSCIENCE ON N o 9/9/2022 Drawing No. • ZONE: R-40 G o • THIS PLAN HAS BEEN PREPARED FOR �? SITE PLAN APPROVAL ONLY.THIS PLAN o 2 IS NOT TO BE USED FOR I L2 . 1 Y CONSTRUCTION PURPOSES. 2 • AREA= 58,310 S.F. 1,339 ACRES 1 08/01 /2024 - SUBMISSION SET FOR PERMITTING (DRAFT) - NOTE.- NOT FOR C NSTRUCTION . F1A 1 rmer y ®r fio I � I " TEVEN KRAMER 1 0 \ s AWN MAN w C D CD '` FIXED WOOD DOCK WITH THROUGH FLOW 0 DECKING N 71 2604 ' I SITE PLAN LEGEND : 4. )>C ®� EXISTING PROPERTY LINE �2. I EXISTING CONCRETE MONUMENT cm LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY I ,� EXISTING VEGETATION TO REMAIN �R _ G 2 ✓�, �'`� EXISTING WETLAND BOUNDARY - . EN-CONSULTANTS ON 2022 ® 1O'CONTOUR LINE 1929 NGVD THE LINE ALONG APPARENT HIGH WATER MARK EXISTING CONTOUR -- -- EXISTING CONTOUR 5'INTERVAL — — _ _ _ _ HIGH WATER MARK ON OCTOBER 10, 2022 �.nj� j b \. G`� ■ f `'� EXISTING HIGH WATER MARK 10/10/2022 EXISTING EDGE OF CLEARING CD S 2401510511 E / VINYL FENCE � - ' EXISTING TREES • FAA 96.63' . � 3.1 , X \` I EXISTING WETLAND AREA F 1� 6) ' / 4 EXISTING WOODED AREA NF ` __ _ �- -- \ U �" }a X I TL A EXISTING TREE TO PROPOSED SPOT ELEVATION 8.36 + EXISTING VEGETATION TO REMAIN A \ �`� REMAIN (TYP.) 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Google Earth eu� -- _ N • - L 200 ft ` �. 11 `• � f � . �� l� [, e 3! :sP h �i$R SSE' 1'��, ` Yn• lr �,I �p � ,�'a; fir s �+ vIN F OR MA tl 9 i F � - Illi�!_f 3' f' Ri + .as Nlf If SM � II x »" ,off, ~�-� ..;his+ -;>M .:;�� r `T�.b.�i.�,�-+ •- x�"i�'!� ..r�wi,-r'�'-'�` _ � " � �,.5' �n. � 9•H'�.c ✓�'b" - .`' ^:.� � - - .. 4 . . `\�. ^"�`.� Y "�,t�ti � t �`�'7 ��Appp�...�13ti_ A'a,�`• :,•fit .4'f > <, ,. ,� t�` t��+•r w r. *. l7'!�j� ,w�I-°t '. r �!1+t �� t `.(�1d•t w; �!1 ML tam Ja/i ';;' "/�I" .p is i Ot vy "A m6a t� wS �y��Y �4�� ',,€ - _ t' eii= -$.M �.'��e� < 'ry +.d s"•"s x....."?'R.-K'" � `-`�` 'ar'�'� M P} a l N y a' a s - :iC.Y .-�.�r .. a.1j, 5'C�-4� `' �irr��;y:•{�3-��s•- - � ,j ,f' '�z�.r.'v- �4K� �I ,v �a-.� _ _ - y ti William E. Goydan, as Trustee of the William E. Goydan Revocable Inter Vivos Trust and Karen B. Goydan, as Trustee of the Karen B. Goydan Revocable Inter Vivos Trust 1645 Marratooka Road, Mattituck, NY SCTM No. 1000-123-3-2.1 •y ,� ,r,ti ^"�.,.t' a -,v ..:may.si U Photograph 7) View looking east towards Deep Hole Creek from Photograph 8) View looking east towards Deep Hole Creek from the interior portion of the property along the northern edge of the interior portion of the property along the southern edge of clearing across the existing brick patio at grade. clearing. �, � , ► •��t�,�4 i� '� ,� ! i v, JA A �� a %� ! \+fir c• ,., WIN 1; a •�yq� R\=S�dIX��,,. s\ � � r��: /►�9 I��t� !r'+i,q ..r•a- � �`r! ""'",-�. . III. In, ii" 9 3/ 2 �ttA °sLI•, � w! A►� '' �iS� Y , ►Ci _ ;�,i• ' WA '� ZA `�[ 1 � rx .�+'' Ate.'!I �i 1 �•4,� Al `. 13r�im?ial �f. ,z y. 4-Te y � x 0_4 A "IF _.mz 0 m 0 0 _� R �n �.. R, � v�1-�� '• �-'"t � �f�77�I l2'"'�t• B y-. - � `. 1 A +1._ � 14 �/ y,I.� � a:rA.•ice"�'��k�i.r - ,. i t�r`°,b 1 '�,�i �? '�� ; . 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J9JSC9 Cea ('$ f alb 2 �Jz w r � - '�� ''� .�. c3 a , a° xd ♦ �� •`� s HOLE pR • s �. � �`' d ePG]13 OR PCt NO \ '' i a a' . F .. �.. \) i °i I e Y W -1. 1 .F g ,- a esesec no. a i i' e e `."a '-":-+4•a a$ lit 'M eMm f,>•MN -w�� ' i } 10 ,sacs-oa � �Ya•� e`A �'S x Y' x,�¢ 0 ..s •l 1's u -�J 'yOY+° R��1° GE-IiTER at' ° t �1, ,�' �._.e E --_� w ' C °•"'� `� ! 50 ` w r t / P - .sN��M. 'i, ', r�'. .? " ' 4 ai �• R b`� h �" ,�L't�-.' s .Y .J. 'A o .. Yy6 r_ a p�N ", ` �• " ,�; tiG R{p�` �a��nr � ''aa Reeu 9 ape. a 117 � e�4� � '� S � 141 � ..'�'ee,�, ••,i�� .S IeMm..J.vM°) l� SF a,. ,Y...r"�.�. psi o.i S .o' ?. ~.Slap SM .a k • ,� - PE"'OC sP o u.N�J=::.:,a.,.,. _ _. _ Z ... �... �,. .. CWNTY OF SWFOLK© noT �!. w woe i s T—no .w E _ W^ ^— _._ ., Rea n,periy Tax ace Agency dMee«r�areiw�aii susm v .o .a. O +w a.. � 1 krx��r�v..n,.e rM+tl NIfw/ INax ca+m�u�ir6907lTeo w•�r' _Tnew .Q�G mR 1 M p'` . re +.... —__ ..._.--s..i S uw,wssntt re,seivrs roecv w.s�n OFFICE LOCATION: ' MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 4 5 LOCAJL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOCTTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: March 19, 2025 Re: LWRP Coastal Consistency Review for THE WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o WILLIAM E. GOYDAN, TRUSTEE &THE KAREN B. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o KAREN B. GOYDAN, TRUSTEE SCTM# 1000-123-3-2.1 AS PER REVISED SITE PLAN & WRITTEN DESCRIPTION RECEIVED 12/23/2024 Twin Forks Permits on behalf of THE WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o WILLIAM E. GOYDAN, TRUSTEE & THE KAREN B. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o KAREN B. GOYDAN, TRUSTEE requests a Wetland Permit to demolish the existing two-story dwelling, detached garage and other surfaces on the property; construct a new 3,287sq.ft. footprint (5,802sq.ft. gross floor area) two-story, single-family dwelling with an 865sq.ft. seaward covered patio, 167sq.ft. side covered porch, and 149sq.ft. front covered porch; construct a proposed 16'x36' swimming pool with 8'x8' spa tub; a 1,357sq.ft. pool patio surround with steps to ground, pool enclosure fencing, pool equipment area, and a drywell for pool backwash; construct a 752sq.ft. two-story detached garage, gravel driveway and parking areas; install an I/A septic system; remove 23 trees and plant 25 trees on the property; and to establish and perpetually maintain a 25 foot wide vegetated non-turf, no fertilization buffer area along the landward side of the wetland vegetation. Located: 1645 Marratooka Road, Mattituck. SCTM# 1000-123-3-2.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with LWRP Policies and, therefore, CONSISTENT with the LWRP. Preserve existing vegetation and minimize irrigated turf areas to the greatest extent practicable to further Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Carol Brown,Chairperson Town Hall,53095Main Rd. Lauren Standish, Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., November 6, 2024 the following recommendation was made: Moved by Nancy May, seconded by Carol Brown, it was RESOLVED to NOT SUPPORT the application of WILLIAM E. GOYDAN, AS TRUSTEE OF THE WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST AND KAREN B. GOYDAN AS TRUSTTEE OF THE KAREN B. GOYDAN RECOVABLE INTER VIVOS TRUST for the demolition of the existing residence located 30' from the wetland limit, detached garage and other surfaces on the residential zoned property. Construct a new two-story single-family residence with swimming pool, pool patio and detached garage, gravel driveway and parking area and I/A septic system. Located: 1645 Marratooka Rd., Mattituck. SCTM#123-3-2.1 Inspected by: Carol Brown, Nancy May The CAC does Not Support the application because the proposed dwelling is too close to the wetlands, the pool is too close to the hillside and there is a concern with run-off, and the depth to groundwater. Vote of Council: Ayes: All Motion Carried BOARDaVIEMBCR lie. � .. 5309 Soutlxo. d::T. w .. a C ROBoj x 179N3in � 1KWsnar " SoutliQ]d N'1'1.1971=Q959 Patiricia Acampora >:� Dffee Locat{on . ;.Eric Dantes. `Towm Annc tFirst Tloor; Reber#Leliirert",,Jr (`' .:..., ..:_° 4375'lvtaina oad"fat:Yaun s:-A Nichofas l 1 ' CAP, Y 1 ' . - }iftp:%tsautlioldtetvnny.gov ". T-OWN`:O:F SOUTH:t .LD Fob ary:745.:2024 Twin:Forlcs.Permits ." .., . . $81ast.Nloitauk:Highway I-Iairiptait.B:ays,NY ;1.1046 TtE SBA Appeal ..# ..882 Cfioy.',bhi l 645.Marra#paka:;TR;oad,:.lVlattifucls . SCTM,'No.:100 :T23.3: :'1 Dear` vls..;Poye ;, Trarisrnsshed; or y:.ou .<,records is a copy.cif thc"Beard's Fla�rury`:;15;22 Cndiags;,.Delilierations and Determination;the orrguial of ilk i wire frled with'the Tbwn'Cierk regarding ire above v4dahce app� cato.n B:afore commeneiiig;any.eofikructiar activifies, a bull€ling:pepjj�, is,:necessary.::"Please:be.sire to:cons 'l .. withconditiohi of this approval, anal.subrr it AA applicatiiia:alan . ivitli a copy of the attaehed deternlirliation- to.ahe..Buildxng Department... Pursiiant,ta Chapter 280=14G(-B)of:the Code of.the'Ta�vn,of:SoutliQlcl:any:varmup.grantecl""Uy:th`e Board. 'of A Teals shall become putl`, 6 void�vhei�ir�i Cei=tificaite 6f 06&t ainny,.bas riot been priicured,andtor �nY subdivision neap has;not:been filed wika the::Suffolk Coa»ty'Clerk;within.three(3y years'from.the date s�rch Varlance rvas"gra,nted: b Bo rd A -pppg1 In 46h•written.request prior,tc�'fiiedate of expiration,grant:gin extension not te::eceed threes�3�consecutive.ane{I)year tLrrns:. M I �' E PROPERTY,OWNER'S SPONSIIiI)C,ITX T O.Et�TSUR)a COMPLIANCE 'it THE OAE RP9 .UII2ED fiTl�%lE.FRAME DESCI2IBI,�TTX2fN,Failure to comPly`iin.a tinrety:manner may.:r..esulf in . . the°derial.by fhe3uililiitg Department of a Certificate:o'Occuliaricy;nullify'tlie arproved vai•aanice relief,. and require:a.new yar�.ance.:anplicationvitl►public hcaxingefaire tie:Bciard of=Appeals I "you hake and:clues',fori;S,pie OP.:call:tne office.. : riceiely :$oard Asststurit: .E l . aet.�urlding Department: �o o� sathdldTa, ti BQ:AID'1VIEMBEI�S T Leslie'Kaiie `Weisriiari;:.Chaiiperson S_:3095'Mai:ri:Roan'• Pc0: Bo .1;1:79 Southold,xv- 1911.4959 l'atd� i' Acampoira Offii e Location: to . 1ric barites' ' � �;, p'' Tewn:Aiui�x.:JlairstFliio,, Ra e t:Lehriert; 507$. M'.::Roac1(at:`Yaungs Avenue C �� :'Sauihc�id .NY'l;tR71. Ncll�las'.P.Iartarrieilrp' QU�� . R. C-,.'E t V E 0 tag,llsoutholdiownny."av ZONING BOARDQF'AF:RE1L5 ' :.. ... FIB 2= TOWN -F SO.t7THOTID 'Tel:.:.( 31`,76`5-'1:809 Oki w. I+INDINS;.DE� BERATIONS:'AND D.ETERNTINATI0IV: i EETI 'G.OV FER..1KVAr�*t i :zo24:.: ZBA.:�Il) : #7882 . ... : liainx:E.: dydan;As Trustee: PT?OT'LRTY LC7CATION .16" N;A1Y):1✓;.t?F;APPI:; CA. �: i 45:i1!IrratacIa R o�id'(1�cIj:'to:�7eep;hole Crirek)'Nlatttuele,;N SCTM: l 40(?-1.23�3'- <,1 SEQRA.'D I'ERMINA`I.IUN;;The.Zoning Boardlaf'-,A visifcd:tiie pc�peity unifier:cons►deCatiaii:t:n this: applicat�on'and determines:that ibis.ieview falls uneier tlie'Type.lI:cafe' .of the 5tate's.:l fist of atimsr without f urtl��r,�Ceps titt�ler;SEQit�', SCJ.PF.OLK CC)UN7'Y t�UlV1CNIS1'RiTiVE;COb1 :: `I tis;applcit ion "was.re'£eire<l;as:r::esqured tricl_er':tlie Suff�vlic. Ca°uri. ;.Adtn_ii istzativ :Co Sectia.ns r'1.4. 1_=#to::2�,:rind the:Sii'ffo14-Qu ity bepartri�ent..ofPIaifriiii�:issued its reply dated December 22,�?023:st-atiwP9 ttiat`this application iS eorrs dered a ii dtfpr for 1a.Ca1:d04017inatiart.a�there.:ajape�rs. to:fie no'siiiIfeant^county=wtde or:inter.=community tiripaet. A :L1N p D:E'PER1Vt1NATiE)N:; ;['his ap�l.icati(in vas referred for a�evietiv unilir Gla' ter 2C`S;.Waterfra�it:�tins�sten:cj� :re'ictv'af the 'Ibwn of Southold Town .Code acid :.t1ie I.q a1 V aterfront Rc-Aq lzation I'togt m (i W.EZP) Policy :Standards.The' ed:a reeommenidat'►ah date.4.l .."ry"25.,; 02�: Based.upon..tlie°iii_larmation p:rovlded,ori'the L.W.RP Corisister►cy.AssesSitterit 1~arin:.submEtted;to this;departrriegt,:as':w.ell as the records avarlablc, it is.recomrnendea :that :tlie: proposed action is° ,QI�t%MTErt',C with: t,WRI' polidy .stanaards and therefore is: GC?N!NS`T'I NT with;th.&L.11Rt', ... .. .. ,... a � . .. i FI2OFEIZ.rt'1 FA:�'fS/D� GRI:P'Tlbi�:. Thc;sub•sect,irro ialar;shaped,5$,31:0:sg iaie:feeC, 1.339'sacr�(5• ,-:': square° feet; 1 257 acre..upland builctaUlc lan�1)coiifgnning, waterfront parcel.located in:the:R=40 Zoning tDistr�cf,:measures; , 52.feet along 11tlarratooka:Road.a A'contiriues."alone a curve at flip roadWay_1.Q5.3d. feet to..the rntersection.gf :Bi iiQataty Lane vvhere:tlte.;t'oacl frontage continu`es;123,50 fi ei#6,a,residentia(:naiglitior to the so...utli, then'runs'east 29:1 2'S feet aTozig thaf neiglibcir to Deep Ha1e:Creek and dontrntics west:a}ong ttjG tie line°of the apparent liigli.:water imark;as cluctimented on f)ctobcr I QO 2Q2�,5�1.�2:feet,'68,1:5'feet',:1$.33'feet,:39 66 felt,:9d:b3'feet, before returiiiri� t. Effie:'rC ad vay,2:l l:t?S. felt Hung:'a'res.id:eritiail :develq°peal;lot to:the. nollh: The parce.l.`.i5 rrip.raved: vitli a 2-sior. franc'h'otis4 with,ail atiac.tleri woo:S`.deek, a rciofed over..wafer tilde porch=rtt�if'o�?er':15cr�-4h ci�try, .rotsf c�uer porch' arc a buildtn an as halt side entry,substantial;fir=icit walkways, a briek''at::grade':patio, rt'wood:fratiteccessory,g. ,. . ,' P.. driv.eNvay tivith:Belgium black ciw.b'iiig,andA Iyi eci wood.dock' ith tiirou h..flo�v deokiti ;all0� ing access to a,iiiet;nl lair ail:cf'1Voc d floatih.g;dock as:shotivn:vq:'ilie siirve�+prepared b Nat han:C:oi vi. Ta.:ft,.I';I I.rid Surveyar;.'ariil.lhst updated:Qrtber BAS°IS 0 'APPLICt !'1UN. Refit est:for a'Varitince::from Art'icie.[I_I,:Sect►riri,284-:I'S'_anal the:Build:ing''lnspector s ©cEabar 3;?023; Amended.NbvembO:L°7, �023 :Notice of`D.isappraval Based on an application for a.perritit:tc.: r . Page 2; Febrcrary.15",:2024 #7882 �Goydan SCTM.Nii.:10QO=J Z "-;-)2'1 rlema:ltsh'an.eXistin" dwelli:rigarid.garage and.constructa.new single lamiiy dviwelliiag'rvtth a:pool`additoi atl: ;a;ne�v accessory .garage; "1") aGcessory garage is located in":otiier than the :code :perniitted rear yard, ,loc"at+ed"at l b.4:5' IVI'arrato.oka l7oad�<(Adj:,t6::Deep: Io(e;Greek)tvtatfitucki NY.: ,SCTM Nci.. R�LIEFR1;C lJESI'ED: The'applicant"'requests:avariarice:tio:lacat At accessory":2-ear garage.liuildingiif_7 .sgirarc' feet,"measuring 30 feet:by 25 8 feet:with an overail:height cif 22, bei in;a side yard local#on where such"improvements ara:regii:ired "to;tie }ilaced .iri;ieax:yard location,"ar is i"the. case.of vdaterfrant.parcels irr,the:front:hard pray sled:the. mi nimum frontyard setback for:.tl e::primary` 'I-,eixce`is met:. f 1 PP PP."... .." ". mol'ition;perrmiit to:remove ADDITIONAL INFORMATIC1I�t.. Not sub'ect of rhis:a #i4at't.ari,xle:'a "l;icant"seeks a. de as art Qlf:the'site the.:existiri siti' 1a-famil residd.n,ce arid:th.e OXOf n accessa ara e : p ;'.s:gverall redeveloprrierit, 17nder"a butldrig perrtiit;th'e applacarit.I.proposes.:to coiaStruct a.stag#e fattiilf residence 4vith:an attached,:ingraund swim"ruing pool:ci�mplyang vVtth the Towri:.Code relative ta' xoning requ►rements Fgr.the R D:residentra!:#listrict. Furth000re; .the :app.licant placed"all,ritip ovements; including .the preposed;°accessory garage;-su Wee t cif this application, to die located.ouisde of the"Town of Southold B:card"of Trustees"jurisdiction,:as the site is encumbered: 'wjth"substantial rvet Ads. fid-:the tgpograplly slopes'down:frorri:,the°higher:raatlway'to:tlie'tower crescent:shared; waterl'ropt. Th'e ap'pt cani:provided a situ plan'Iabeletl.Si'-1 2 prepared .by J..o}iii:C ,Gramlich;,:RegiStered.;tAreliifect ancf dated August "1" ,'2.D2 :arid arcljitectural.plcns fUr the:accessory garage"labeled D -1 ( prepared t;y Jahn C: G"ramlicli, C2egistered:Ar`chiteet:iinti dated:pecember°: ;2D23:>:. r ►ciiisl_ ":under:Zl3 :i to 52 9 dated l:une.'3.D, 003,..;a.'pr ar ii�vner:sought_a;waiver" ,i�exger fcir`Che combine" GY. y3 1`ots(SCTNI 1 OtIQ-123.3 aiid 4 I), I'er the applicant the kits are riaiv"combined and arG kynown:as ar► lot?ST'M l.UOQ.�l 3�3�2:1: Tlie applicant:prcav;idecl;cop�.".of tlie:deeci recorded with theSiiffo.ikCount.' CIerk can lone..,,O�a illustrating this:. N'c►`iiie:mf?or':d-the ppbJie.,:w animmediate.h ght Ot,spoke in:Favor:of ar againsC th`i:s;;app[patron FINDINGS C�F'.F_G1;l KEASGONS AR "F4k BOD.:AC .TIO a" e"`1 .held a""u 1.c hearing on.his'.applicat:on oil Fe6rvary 1.:,":2ti? :at which c ni`e rT tten,: O'' zanit�g.i3aard of App . .s p and.oiral:.evid_ence.�dere .resented_.`Based u an all:testimony,documenWioii,persozia"l inspection of the propeafj� And:surroundin rieig hborh"oo i .ancl:titlier evidence:the Z. i` ng.:B:oars ftn is fhe f ilQ�uirig facts t�'tie:true and,` " relcvaritand"makes the fol.lo�Ying tiridOs: T:: Town Law izZG7-ti(31G6)f..t). G,rant.-ol''the:variance:will li.ot:prod ice:ar<'tiridesiral�le chaii:ge iit:the character.of ifie iie htibrt�avd ter' a :detririient to. :tiearl� rp ernes.. The: ltilaratooka RoadlL"u `ton's" oitttfPaxk :tiveli.iae: g -� P, P p nei hborliaod;coiissts.;of m�ced":ltousingstock.deveiaped:ove r:tli"e:past t2 :years'a[orig:D.eep:Hole'Creek,and"tile_" g Pec'onic Bay. While smaller::lioiries:on srriallernon waterfront lots exist rn the general arias larger residences tenil.to hug the creekfront taking"-advariiage:of.the;arca's;ral(�ng'topography and views: .Acccssory"garagcs"are common"co hcim.es:tn th�s irommuntiy and Lh :C"own.:ot Sautholci n eratf As,"a:restitt of"a.secnnd Front yAed(Btingalow-I atte)"the a licarit is fiirtlier.burdened:"be}o�id the s�ibstan`tial'wetlands;l.n:ptacement.o,oy impr vemerlt:o the subject°:iaarcel. pp 2., .Town Law 2G.7bC3)tti1C2):. The:benefit:sought.l"y"tlic:.appleahr,c"arinot lie:deliieved.by"s4rrie iiietligd;tcasiblc fiir:.;t}ie applicant ttr.puisue; other than ar ANA variance, A"s:a result:of the:substantial etlattds.ott the site jt ►s not ,, --possible!to place -a:.. :improv-Me.nt beliirid:the::piopQs.ed. 'r..est,dence .as. e4<idenced.try",tt lots:;current.; ex+sung, .cond.i(.16n,Where the°or binal,home's gaga'ge,Alitetl:ic�.a side.yard location: page3,`>~etrtiitry. lS;,20Z4 #982;Goy.dan SCTM.N6,`1:00.0- Town 4 G7=#t(3)�.bli3j. Tlie uai iarice.gra iced;liere n is,mAthernatically si bstan�tial.,rep;resentin ..10o°o;relief: g from.tl�e:code� er, given;the"site%:.irregular shape'and topography:;arid.pxtsting'weilands, there 1s little to tiff ;ronq io :laces a afage;iri:a;rear�yard':ter front yard eon'fbrming'location: TW pro,posed.accessory:garage_will:lie.. p >� located.iri'#he.:saiYie:approximate arewas the existing anct.is set 6.0k.A.40 180 feet from,the_neighbor's property. .. ." :Tow<d ,Lavv:: 267-b�3}�b)G S. No.e.vi&ke: h. . Eie 1..: lirri.►.ttied.",to:su est that a vai lance::ii. this.':residential: community urill have an adverse.;impaict an the.physical or enviranrnental condtggns in the ne�g;Iiborhood. 1"hi✓ <appltca►it iiitist Comply with Chapter Z3d,of the ToW�t:'s:storm Water Nianagement:Code'' 5 .T©wn Law &Z67-b(3Jfla)( :. The`ciiEfciilty:has,been,self:created. The:applicant purchgs&ihe°"..parcel:after:the: ;Zainiaig"Cade 'was in,effect"and if. is pre.$UM"W :that .the:applicant had aotua:l or cditstruc#,ive knowledge"cif the. lirnitaticins gri the usq,.io -tlie parcel'u'der:.-the honing Cade. in ef#eot prior t�or.at"itie tune tif:purcltase:. 6:.;Towri Law 1267-ti: Grant-of :thc regiieatecl relief i°s flie'rri n:imu n:adion necessary aiiil:ad�gtiate:to:enable the applicarit to enjgy the benefit afan.=acce5srary;I2 car garage measuring -o.feet by., 5 $:feet with an overall Height of '�2:feet in a'.Side yard.locat"tcir►.vdliile"prn:se►ving`acid;prat'eeCi�ig°Che.charactieraf:the neighbor4iooti and tfi��:heatt ,-saFe' aiid'welfare of the.comrgUni:ty;: REgOLU1'laN UE'TkCE:BC1AlZD. lri coriskter.•:iiig all;o:f:the.above factors:and:applyng the:laalariiiitg test under lVew. __. York.T6�vii Latin'2G 7-[i, mntlon was:offered by,lV.ember. .anaiitetitci:;:seconded by iVllcmlaer tacampori#,'aiid duly: c:arCiod;to; :RANT:tlie uariance as appli"d tier arid,gj nO p oil d e:sire-plan labeled. SP�1.,2;pcepareci:liy John.C Granilieti, Registere,+�.Fiichitcc t.and "dated August 14, 2023!Wid:arclitCectiiral'.plans Far the accessory,garage:iabelcd ID04;l prepared by"John.C.. Grarrilicti,:Re;istq.gd.:Amhiteet.and dated D:eccrril t g,2ilh3; .SU-gJE'CT'TO.THE FOLLOyV[lti.G.COIV ITTON& 1, :S:uWdct.to Towri'of Southold BOO&b.f:Trustee.review anti:approva . = , The septic.'system an rile subject property m ast:be'approyed by the.Suffolk du ty Degartzrient a 14 4th: S'crvices; . _3... The.a pl!cari, iis:,ta:;provide the>.ZoniiYg Baard ofAppeaa.:tivith an updated survey iilustirating a::single`at. p, fit.: Tb:e.appl�carit is to prriv do the Zoning.Board ofA*Ws:with.i�pdated.architeGtural,drawings for the.garago: iltitstratirig a"pull=dotivri_typ : toissuacvfe � pern -a. IOces, e ,Pea r attic is t� Attic of the garage ts;ority_to be used>`for stacage with:access via.a:puli clOwn ty}ie stair; The. : t' -be unflni§hed with. cposed raEcers„po insulation. 6:_. 'Che.siibj ck garage.sltal l remain: n:uncond.iCicinecl:non-Habitable`space:. This upproy `corrditinns h'ave.b n_ill a. ll die rscretiari:o the Bated ofAppOals,failure.td comply with Me abav&OOW#14010 MiVe Or this.d&iszon null atr�l 'fiat tlre,iiGnve Gvrtclitiorts'be tvrilfei into theBirilli�tg"lnspevidr's Coo tj�iojo of Ucc(apanpy, W,fefl.Us The Biiarcl reserves li'ie.ri;lit to subsirtrrie a sr»iilirr clesigrr tlrtrt.rs-i a air irltercrlivH:tltat floes ; t itcrecrse tlr$ileree.tif raizC�n f nrmtti: Page_4-Fd.W.a 15.,2:024 #7882 .Goydan: ..S:CTN[:Na;.'i OQ.O%123�3�21 ' IMPORTANT'LIMI T`S'ON TttE AP-PR VA(,$ G.RAI'+1'TED:'HEIR;I - .Yleasc:Read:�Care#'ully ` Ail" YICVILItI(ln ioilt tfre`S1lrVey; site plan ancllar arcliteclural.drawngsffed iir:lltisilecisior#,:dr ivdrk eaccee."cuig y tli�scope of tfre relrefgranfed lr ein,:;►viCt resrr(t(it delays:anr(wr'a posstbfe denial liY.:the Brtrfdirrg Deparftl:eril, of a,Istdlting pertttt an�llor. ilre issuartee..of a:Stvp:°iprk llyder;and nur,�require a iie►v'gppficurio�i.�artrl prlbtic lxearrng Befoie.the2oti itg Bartrd'of ppenl : deviation' ra»t':1fie variances) rarrted'Irereiit nssliQwii>on:tfieitrciiitecturaldrawins,'.safe pXaii ri�ndloxsurvy' Any . . f . cite aboue;such as:attetafiri>xs,e: fertstvns, tlemolhions,or tle WlitiOns excee..yig.tfte-scape 6,the relrel'grarited. : �fierein;:are'-trot:nutlaorrZerl'ienrle .this•appficatoii wlren•;iri.valur'�:g;rrortcairfotmittes i�iirXer,tlte zuiin�cvtle: l"fris actioti•does riot autlarize.or corrdarte trny'currenfor ftiiure ttse;se[back or:ot/rer feature of t{ae srGeci praperty,: ilzat may--vrolate:ifie Zairii,$ Ccirle;;other.:.iltttrr:sttch uses,.setliacks�rnd'vtherferrtur�s us.are expressly addresse :ri: his oet ok TIME'LXMT7'S:O�i.TH18,APPROVAL,., Pursuant to`Ch'apfer;28p`=]4.6:�I3)PfIlle Code'aftH'e`Tflv►�i�`. of Sdutiiolcl:a ty'v;griance granted liy,thc Board:o' .A ipeals sha.1 become null an d..vii cl:iuv:Mere a' Ceirtific to of;Occupancy.:has:na't'Tieeu;�rocured a04 r a subdevtst+�:fmap.has u9t beeq filed with the Suffolk+aunty Clerk, within.'.three.(3)yi:ars frpxn tJhe date such'variiice.svas granted The Board oaf A heals "lay;'union sv rititeri,requ st_prior.to ttie.hale tt 'extitrat an,grant an uxfe�n�ictn Doti ta'e ceetl'tfiree(3)consecut�vc one(T) year teriris.-TT 191HE PROPERTY CIWNER' . RESPOIVSIBII;X�Y T4 ENSLI1tE COI�IPLIAi'�ICE 'WITH THE CODE-REQUIRED T ivIE :FRAME DESGRIgED'HERETN.:Filur tv:co e dlply in a:ttm.eiy:manner.may'result rn the deri:ial.br the:.Building D+�partment;ofa:Certifcate at'Uccupancy'; nullify the.arQrovdariaricc rclief;.anl. wrequ►re.a new v riai�ce'apA1icat on with public Iieartia before the 'oard of A,pp` als y 'Weisman;(, :.hairperso:i�,.laarits;:i?laiirienea;Acarii.pora>:aid.ichrier�: (5Q) ote..otsthe.:E3oa d:: A:"eS;.l._eix�bets s lie'Katipseismaii ::Gliaiprsori Approvecl'fot fig ' : %2024 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 3,2023 REVISED: November 27,2023 TO: Goydan, William 5 Lewis Ln Chester,NJ 07930 Please take notice that your application dated June 21,2023: For permit to: deinolish''ari.existin `dwellin and-.garage and coristruct.a new sin lg�-family dwelling w-hhpool.addition.and anew accessory garage.at: Location of property:,1;645.1VIairatooka Road.lVlattituck;.NY County Tax Map No. 1000- Section 123 Block 3 Lot 2.1 Is returned herewith and disapproved on the following grounds: The proposed consiruciiori`of a new accessory irarage to."this single=family'dwelling:.on a conforming 58.310 sq_ft. lot(upland:buildable land is 54.741 sq. ft.)in the Residential R40 District is not permitted pursuant to Article IIL'Section 280-.15.which-states aceessorj.-buildings and structures shall be located in the-required rear yard. The site plan-.shows the:proposed accessory arage to be loeatedin the side mod: Authoriz 4 ignature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. TWIN-'A FORKS PERMITS ' 1 DEC IV November 1, 2024 NOV 1 2024 -Via Hand Delivery- Glenn Goldsmith,President SauwoIo iowo Southold Town Trustees Board ofTru*es 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Wetland Permit Application Owner: William E. Goydan Trust&Karen B. Goydan Trust Situate: 1645 Marratooka Road, Mattituck SCTM No. 1000-123.-3-2.1 Dear Mr. Goldsmith: Please find four(4) copies of the revised plans as follows: - Araiys Design sheets L0.0, L1.0, L2.0, L2.1, U.0 last dated 10/29/2024 which reflects the elimination of grading in the rear of the property due to the elimination of the walk out basement. - JG Architect sheet A-1.0 last dated 10/21/2024 which show the elimination of the walk out i basement. Please let me know if you additional questions regarding the overall project. Thank you. 'J Sincerely, Lisa Poyer Principal Planner 631.644.5998 1 lisa@twinforkspermits.com 288 East Montauk Highway,Hampton Bays,NY 11946 TWIN FORKS PERMITS DIE C E WE September 20, 2024 IJ SEP 2 0 2024 -Via Hand Delivery- Southold 'Town Glenn Goldsmith, President Board of Trustees Southold Town Trustees - 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Wetland Permit Application Owner: William E. Goydan Trust& Karen B. Goydan Trust Situate: 1645 Marratooka Road, Mattituck SCTM No. 1000-123.-3-2.1 Dear Mr. Goldsmith: Please find four(4) copies of the revised site plan as prepared by JG Architect sheets SP-1.1 and SP-1.2 which show some revisions to the driveway and general site flow. In addition sheet SP-1.2 shows the pier line. If you would please review these plans for the current site design. Please let me know if you additional questions regarding the overall project. Thank you. Sincerely, Lisa Poyer Principal Planner 631.644.5998 1 lisa@twinforkspermits.com l 288 East Montauk Highway,Hampton Bays,NY 11946 Glenn Goldsmith,President 3V Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President p,p. Box 1179 John M. Bredemeyer III ' Southold,New York 11971 Michael J. Domino Telephone(631) 765-1892 Fax(631) 765-6641 Greg Williams BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only � Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extension - Received Application: S _ adhwn Trustees Received Fee: $4 d1wrw M Completed Application: w Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): _ _ LWRP Consistency Asse sme t Form Sent l _. ` CAC Referral Sent: .1� 3 y�_Date of Inspection: _�� a� � I" Receipt of CAC Report: _Technical Review: q� `Public Hearing Held: _ It G net Resolution: 19 A William E. Goydan, as Trustee of the William E. Goydan Revocable Inter Vivos Trust and Karen B. Goydan as Trustee of Owner(s) Legal Name of Property (as shown on Deed): the Karen B. Goydan Revocable Inter Vivos Trust, Mailing Address: _5 Lewis Lane, Chester, NJ 07930 Phone Number: 908-3043325 _ a Suffolk County Tax Map Number: 1000 - 123-3 2 1 Property Location: 1645 Marratooka Road, Mattituck northeast corner of Marratooka Road and Bunqalow.Road _ (If necessary, provide LILCO Pale#, distance to cross streets, and location) AGENT(If applicable): Lisa Poyer,Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone Number: 631-644-5998 n_ Email: lisa@twinforkspermits.com o5k Y 1 i �loard of Trustees Applica--f 'n GENERAL DATA Land Area(in.square:feet):.. ,.58,31Q sq.ft.,.upland area 54,741 sq.ft., wetland area.3,569 sq. Area Zoning:: ::.R-40 Previous use of property:,. Single Family Residence Intended use of property:., Single Family Residence Covenants and.Restrictions.:on property?' Yes X :.No If"Yes',please provide a.copy. L Will this project require a Building Percriit as per Town.Code? ;.. x Yes , :No If"Yes",be advised this application'will be reviewed by'the Building Dept:prior to:a Board.of Trustee review. and Elevation Plans will:be required. Does this'pro*ect require a.var ance from the Zoning Board:of Appeals? XYes No If"Yes",please provide copy of decision. Decision No. 7882 dated February 20,2024 Will:this project requIN any demolition as per Town Code or as determined by the Building Dept.? :....:X . ....Yes ...:....No Does the structure.(s).on.prop erty have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency. Date ,,.. Building Dept...0 of..O.,.dated.2/26/1996_,:.: No'prior permits/approvals for site improvements. Has any*permit/approval ever been revoked or suspended_by a-governmental.agency? X No.. Yes If yes,.provide explanation: . . . .. Project-Description(use attachments if necessary):- Demolition of the existing residence located 30'from the wetland limit, detached garage and other surfaces on the residential zoned property. The owner is looking to construct a new two story single family residence with attached, swimming pool, pool patio and detached garage on the property. The proposed habitable space of the residence at 3,287 sq.ft.footprint(5,802 sq.ft. GFA)will be located 75'from the wetland limit;the attached rear covered porch at 865 sq.ft.footprint will be located 65'from the wetland limit'the pool at 576 sq.ft.will be located 92'from the wetland limit'the pool patio at 1,357 sq.ft. located 132'from the wetland limit;the detached garage at 752 sq. ft. will be located 100'from the wetland limit;side covered porch at 167 sq.ft.;front covered porch at 149 sq.ft.;gravel driveway and parking areas and I/A septic system are proposed. ,39ard of Trustees .Applida". �n WETLAND/TRUSTEE LANDS APPLICATIONDATA Purpose.of.the proposed operations:: .:: .:.::...:......:....... :. ..:::.:.::....... ..:.;.. . ........ .: . .. ., ....... The owners are looking to demolish the existing residence and improvements and construct a new residence with accessory structures landward of the existing structures on the waterfront properly located Ion e The purpose of the new structures is for personal use of the private property. Area of wetlands on lot:..._..3,569 . .. ....__.._:,,_.square feet Percent coverage of lot:. _3.3 existing .:.. .% Closest distance.between.marest existing:structure:and upland edge of wetlands; ...,.:.30 : ._ :feet Closest distance.between nearest proposed structure and upland edge of wetlands: 65' feet Does the project.involve excavation or i ing? No XYes If yes,how much material will be excavated?_. 2000 ,cubic yards Partially slope oft built tpo the natural How much material:will.be filled? o.... ..... cubic yards` Depth.of which materiahwill be:removed.or deposited: -5,e►evation feet Proposed slope throughout the area of operations:. .<io%slope Manner in which material will be removed or.deposited:,, Demolition of the existing structures and rough grading of the area. Proposed excavation associated with the installation of the new I/A septic system and removal/fill of the existing septic system. Excavation associated with the foundation of the residence, pool, patios and detached garage will be necessary for the development of the property. Additional cut and fill areas will be necessary due to the slope of land from the street towards the water on the property. Statement of the effect; if any, on the wetlands.and tidal waters of the townahat.may result by reason,.of such:proposed.operations-(use attachments if appropriate); The proposed project will have no or minimal impact to the open waters of Deep Hole Creek which feeds into the Peconic Bay system. The proposed upland work will be conducted on the landward side of a project limiting fence with wire backed silt fence to control any potential erosion on the site. The proposed residence and accessory structures will be located in a more landward location than the existing residence. All proposed improvements will be construted with gutters and leaders to dry wells which will further improve drainage on the property. • r 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: William E. Goydan, as Trustee of the William E. Goydan Revocable Inter Vivos Trust and Karen B. Goydan as Trustee of the Karen B. Goydan Revocable Inter Vivos Trust Project Location(describe,and attach a location map): 1645 Marratooka Road, Mattituck Brief Description of Proposed Action: The owners are looking to demolish the existing residence and improvements and construct a new residence with accessory structures landward of the existing structures on the waterfront property located Agent: Lisa Poyer,Twin Forks Permits along Deep Hole Creek. 288 E. Montauk Highway Hampton Bays, NY 11946 631-644-5998 lisa@twinforkspermits.com Name of Applicant or Sponsor: Telephone: 908-304-3325 William E. Goydan, as Trustee of the William E. Goydan Revocable Inter Vivos Trust and Karen B. Go dan as E-Mail: wgoydan@gmaii.com Address:Trustee of the Karen B. Goydan Revocable Inter Vivos Trust 5 Lewis Lane, Chester, NJ 07930 City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: X NYSDEC letter of No Jurisdiction/Permit, SCDHS, Town ZBA, Town building permit 3.a.Total acreage of the site of the proposed action? 1.339 acres b.Total acreage to be physically disturbed? 0.25 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.339 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban X Rural(non-agriculture) ❑Industrial ❑ Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify- Deep Hole Creek,Name:Peconic Bay and Environs,reason:Significant coastal fish&wildlife habitat,Reason:Protected public— health,water,vegetation,&scenic beauty,Agency:Southold,Town of,Agency:Suffolk County,Date 309090,Date:7-12-88 — 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: Proposed action will meet energy code requirements. X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Individual septic system located on-site. X 12. a.Does the site contain a structure that is listed on either the State or National_Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? X 13. a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional 12 Wetland ❑Urban ❑ Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES Proposed activities located within the"X"flood zone. X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ®NO ❑YES X b.Will storm water discharges be directed to established conveyance systems(runoff and stonn drains)? If Yes,briefly describe: ❑NO®YES Gutters and leaders to on-site drywells. !16 Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spons�;7 Agent: Lisa Poyer,Twin Forks Permits, Principal Planner Date: 8/1/2024 Signature: gel Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate ..:::.....:...... small to large . ........... :... ::..:. :.. ...:..:......... impact impact m m a t P P may _- - _ Y may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. 1:1 Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. El Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Board of Trustees Application AFFIDAVIT William E. Goydan, as Trustee of the-William E. Goydan Revocable Inter Vivos Trust and Karen B. Goydan as Trustee of the Karen B. Goydan Revocable-Inter Vivos.Trust..__ ....... _... _.,... :_..BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. lxpw. � Sigiature of r&ertwner Signature of roper Owner SWORN TO BEFORE ME THIS DAY OF � ;20_ otary Public ROSELYNNE D MIZNER ROSELYNNE D MIZNER Notary Public-State of New York Notary Puhlic-State of New York No.01 M15003432 Ni is State of N Qualified in New York County Qualifieu id:New Yurk County My Commission Expires 03/0712027 My Commission Expires 03/07/2027 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) William E. Goydan, as-Trustee of the William E. Goydan Revocable Inter Vivos Trust I/We _ and Karen B. Goydan as Trustee of the Karen B. Goydan Revocable Inter Vivos Trust owners of the property identified as SCTM# 1000- 1000-123-3-2.1 in the town of Southold ,New York, hereby authorizes._ . Lisa Poyer,Twin Forks Permits to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. Pr perty O er's gnature Property Ow er's Vignature SWORN TO BEFORE ME THIS Sf .DAY OF! .T L� 20� 4C16/uo, Notary Public ROSELYNNE D MIZNER Notary Public-State of New York No.01 M15003432 Qualified in New York County My Commission Expires 03/07/2027 APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM ;The Town of S6uthold's Code of Ethics pioliiliit§conflicts of inteie§t ori`thc hart oftown`ofticers and employees.The•puroose of afiis Form is'to�roviile inforniation'which'can"inert ilie toivn'of possible conflicts of rnteresGand allow-rt tatake whatever aetton is necessary;:to avoid'sarne. William E. Goydan, as Trustee of the William E.'Goydan Revocable Inter Vivos Trust YOUR NAME: and Karen B. Goydan as Trustee of the Karen,b. Goydan Revocable Inter Vivos Trust (Last name,first name,.tpiddle initial,'unless you are applying m the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building .X Variance X Trustee X Change of Zone Coastal Erosion Approval of plat = Mooring Exemption from plat or official map . Planning Other (If"Other',name the activity.) Do you persorially;(or through..your.company,•spouse;sibling,psirent;or child)]iavg u relationship with any.offtcer,or,employee of the Town;of Southold? "Relationship"includes,byblood,.iitaPriagg.or 1?ustnes_s,interesL usiness intcresV?me "Bans a b usiness, :. _<; including a partnership,ip which the Yhwti ot)icer'or:employee has•evcn a partial ownership of(or employaienf by),a.cgiporano.;n, in which the town;officer:ordinployee;owns;morethdfi 59yo ofthe:shares. YES NO If you answered"'YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person. Describe the relationship between yourself(the applicant/a$ent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of joater than 5ol:of the shd*'of the,corpotate.siock:of ihe;applicatit' (when the'applicant is a corporation); B)the legator beneficial owner of any.;,friterest in'a non-corporate.entity(whenthe applicant is not a"corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP ' Sf Submitted this 14 day of �9 e 20-Z Signature k4A, Print Name, Form TS I ��"�'h Q AEI APPLICANT/AGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE:F.ORM at of Sotithafid.: +Cod-4 a Et of' ores o a. ' cif t is Orm'is>to. ro ide iri o a n w Ic 'ca #lie df ilea ft•cts' telB and al o :If b e w v G �secess�irY to a�+o�d si,� - Lisa Poyer, Twin Forks Permits_ YOUR NAME: ... . .. ....... . _. ., : (Last:name;.firstmme,diddle initial;anless you are:applying in the name of. someone else or other entity,such as a company.If so,.indicate the`other person'.s or company's name.) 9 'NAME OF APPLICATION:'(Check all..that-apply) Tax grievance wilding Variance Tivstee Change'ofZone Coastal Erosion E P P 'Approval of plat -.....-:. Mooring , xemption from plat or official.ma Planning Other. (If"Other,name the.activily.) Do yoti:"`rsonallyioi'through;yourcpmpany spouse,sitiling parenf;:orchilii}:7iaves rstatronslt%p witb iiny'officer"oremployee Pe of the Tawn of Sutflald?"`RelaUonsliip"includes bj?•blood;tTlarriage,ae liiislness interest"$usluess`anterest',means.abadness, mcluding a;partner�tiip;iil:svhich':the:town officet;or::emptoye 1rasevee partial;ostinersbip`raf;(o employznent:by);a:sorpat�atiofi in.:which thc..tolri;or'or:employee:owtls snore thap 3"fo ofifie s}iares. YES Ifyou answered"YES'",complete the balance of this form and.date'and sigh where indicated: Name of person'employed by the•Town of Southold. Title or position of that person Deseribe.the relationship betweenyourself(the applicant/agent/represeniative)and the,town.off cer:or,employee.Either check the-appropriate line A)througb D)and/ordesidbe:in he,space provided.. The town:officer or employee or:his or her,spouse;:sibling,:.pare!$or child is(check all that apply)-,' -------A)the owner ci f greater thbhi 5l0 of`lhe.:s res't?f tlie: iporatc.stock: fi}ie applicant (when the;appticant;is.a c0.pof40iPn), B).the leg t:orbensfa al;nivner of any,`ictte st=in a:iioi cozponte:eritity.(+Eienii e applicant s nota:%Wpatation); C)an officer,director,partner,.or employee of the applicant;or D)the actual.applicant. F DESCRIPTION.OF RELATIONSHIP. Submitted day of .� 16Q 211 :.. Signature . . jtli6N. ..L s.,a Pover T��irLEQrk,S P.irmitc Form TS I —card of Trustees Applicati— PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS_ 4cid ax' � 3 J !-3 �,3 0-3 3. J ► -3 - 1 - 3°3 STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public , NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWN ER(S) OF RECORD: THE WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o WILLIAM E. GOYDAN,TRUSTEE & THE KAREN B. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o KAREN B. GOYDAN,TRUSTEE SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish the existing two-story dwelling, detached garage and other surfaces on the property; construct a new 3,287sq.ft. footprint (5,802sq.ft. gross floor area) two-story, single-family dwelling with an 865sq.ft. seaward covered patio, 167sq.ft. side covered porch, and 149sq.ft. front covered porch; construct a proposed 16'x36' swimming pool with 8'x8' spa tub; a 1,357sq.ft. pool patio surround with steps to ground, pool enclosure fencing, pool equipment area, and a drywell for pool backwash; construct a 752sq.ft. two-story detached garage, gravel driveway and parking areas; install an I/A septic system; remove 23 trees and plant 25 trees on the property; and to establish and perpetually maintain a 25 foot wide vegetated non-turf, no fertilization buffer area along the landward side of the wetland vegetation. Located: 1645 Marratooka Road, Mattituck. SCTM# 1000-123-3-2.1 TIME & DATE OF PUBLIC HEARING: Wednesday, March 19, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES*TOWN OF SOUTHOLD * (631) 765-1892 , NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: THE WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o WILLIAM E. GOYDAN, TRUSTEE & THE KAREN B. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o KAREN B. GOYDAN, TRUSTEEl SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish the existing two- story dwelling, detached garage and other surfaces on the property; construct a new 3,287sq.ft. footprint (5,802sq.ft. gross floor area) two-story, single-family dwelling with an 865sq.ft. seaward covered patio, 167sq.ft. side screened-in covered patio, east bluestone covered porch, and 149sq.ft. front covered bluestone porch; construct a proposed swimming pool and hot tub with a 1,357sq.ft. bluestone pool patio surround, pool enclosure fencing, pool equipment area, and a drywell for pool backwash; construct a 752sq.ft. two-story detached garage, gravel driveway and parking areas; and to install an I/A septic system. Located: 1645 Marratooka Road, Mattituck. SCTM# 1000-123-3-2.1 TIME & DATE OF PUBLIC HEARING: Wednesday, November 13, 2024 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of:Southold. - LWRP CONSISTENCY ASSESSMENT.FORM, A. INSTRUCTIONS 1.� All applicants :for permits* including Town.of'SoWigld: agencies;:ahalt complete::tlus CCAF for proposed`actions'that.are subjectto the Town of Southold.Waterfront Consistency Review Law. This: assessment is:intended to supplement. other:information-used by a'Town of,Southold :agency in making a. determination of'corisistency.`*Except'.Minor exempt actions indudi ig Building Permits and other.ministerial permits not located within.the Coasiat Prosion.Hazard Area:. 2; Before iansWering.alie.questions.:in Section.C, the:preparer`of this form shoal&review the exempt minor:action list, policies and;=Dlanations.of each pohcy contained.in.the.'Town of:Southold.Local. Waterfront Revitalization 'Program. A. iarotiasei3.:4cton``vCiili be evaluated as to ns si cant beneficial d'adrerseeff s:ti on:the;°roastal.area :: hick riclu es all.ofSouthnld T'owwo . 3:: If any.question in Section:C on ahis:form Is,answered "yes":or "no'.';when the_proposed:action will affect.the achievement_of the LV►TR:policy standards and conditions contained`in the:consistency .,....._ -Iarneil iu�'detal Iis.^ view:law. "Thus .+e�achi ainsv�er::iinu s •t;b e nou- If enaction supparhng�.faets. cannot.be certified:as.consistent with the;LNM policy standards:and conditions,it:shall-not'be'urtdertakc�ri. 'A.copy of.the.:LWRP is:ayailable.'in:the.following places-.online at the:Town-of Southold'. website:..(southoldtown.iiorthfor .riet),_the Board of Trustees Office,=the Plannm1.D' artinent; all local libraries and the Town:Clerk's office. t DESCRIPTION OF SITE AND'PROPOSED ACTION 1000-123-3 2.1, SCTM# William E. Goydan, as Trustee of the William E. Goydan Revocable Inter Vivos Trust PROJECT.NAME and Karen B. Goydan.as Trustee of the Karen,B,.Goydan Revocable Inter Vivos Trust... The Applicationhas been submitted to(check appropriate response): g . ,p ❑ Board of Trustees X Town Board ❑ Planiilui Board Buildin De , 1. Category of Town of Southold agency action(check.appropnate'response)s .(a) Action undertaken:directly by Town.agency(e.g.capital ❑. construction,.planning:activity,agency regulation;landtransaction)- (b): Financial assistance(e:g,.gra loan,subsidy) (c) Permitapprov.4.license;cerdfiration-. X Nature.and extent of action: The owners are looking to demolish the existing residence and improvements and construct a new residence with accessory structures landward of the existing structures on the waterfront property located along Deep Hole Creek. a :y' 1645 Marratooka Road, Mattituck Location of action; . .. 1.339 Acres Site.ncxeage;: . .....: ....... ... ... Present land use:...... - .Single Family Residence:.:,....:.::.....:........... , ..:.:....::... . ...:..-,....: .. . . ,.-. ..... ...:..,..:. ....... - Present zoning classification: R-40 2. If an-application for the.proposed:action has.been filed with the Town of Southold agency,'the:following information:shaltbe provided: William E. Goydan, as Trustee of the William E. Goydan Revocable Inter Vivos Trust and (a) Name:of apjilicanit: Karen B. Goydan as Trustee of the Karen B. Goydan Revocable Inter Vivos Trust 5 Lewis Lane, Chester, NJ 07930 -(b) .Marling:address: (c) Telephone number: Area Code( } 9087304-3325 �d) Application number,:if any: N/A Will the action be directly undertaken,-require funding;.or approval-by a state..or'federal.agency? Yes NoO If yes;which state or:federal ageicr? NYSDEC letter of No Jurisdiction/Permit, SCDHS, Town ZBA, Town building permit C. Evaluate the.project to the following:policies by analyzing how the projectwill further,support or not support the policies. Provide all proposed:Best'Management Practices thatwill further each policy., Incoiuplete answers will require'that the form be:returned fbr completion: DEVELOPED COAST.POLIC ' . Policy 1. Foster a pattern.of Aevel6pmentin the Town of"Southold:that.enhances:community.character, preserves open space,makes efficient use of infrastructure, makes beneficial use ofI.a coastal`location;and minimizes adverse effects of development. See LNVRP Section III—Policies; Page I for evaluation :criteria. El Yes _No 0 Not Applicable The proposed action is a single family residence demolition, new sin le family residence construction with,accessory.structures which will'be located landward of the existing structures. Attwh.additional;sheets if.tiecessary Policy 2. Protect and preserve historic and archaeological resources of :the Town of Southold; See LN MP Section III-Policies Pages 3 through 6:for evaluation criteria X Yes . .No EJ Not Applicable L. Single.Family Residence demolition and construction.. Attach additional sheets if necessary Policy 3. Enhance visual .quality 'and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria `No Q: Not:Applicable. Single Family_Residence demolition.and ,construction,on.private property. Attach additional sheets if necessary NATURAL COAST>POLICIES Policy 4. Minimize loss of life,`structures, and natural.resources from flooding and erosion..See LWRP Section III—Policies Pages 8'through.16 for evaluation criteria D: Yes' .No Not.Applicable The proposed.project includes construction activities for a single family residence located within the FEMA"X"flood zone. All "proposed activities will occur landward of silt fence and erosion control structures. Attach_additiong sheets if nece§sary Policy 5. Protect:-and improve water quality and supply in.the Town of,5outhoid.'See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria x. :: E' Yes j`.No ❑.Not Applicable the..installation of.a new.1/A"septic system.which.will.meet.the.:wetlandsetback_for;a,septic.system..The,proposed,new..residence.and.... accessory structures will include gutters and leaders to drywells. Attach additionaTsheets"if.necessary Policy C Protect. and 'restore the quality and'fupction of the Town of Southold ecosystems:including Significant Coastal Fish and Wildlife Habitats Mid-wetlands. See LWRP_Section.'M—'Policies; Pages 22 through 32 for evaluation.criteria. L:.XI Yes No Not-Applicable The proposed upgrade to the new I/A septic system will help reduce the amount of nitrogen leaching into the groundwater and bays. he proposed new residence and accessory.structures will include gutters and leaders to drywells. Attach additional sheets ifnecessary Policy 7: „Protect .and.improve :air quality 'in the Town'-of'Southold. See LWRP Section III —:Policies Pages 32 through 34-for evaluation criteria. Yes ,No x . Not Applicable. Single Family Residence demolition and construction. Attach additional sheets if necessary. Policy`8: Minimize environmental degradation :in Town of'Southold from solid waste and Hazardous substances and wastes. See LWRP Section`III—Policies;,.Pages 3.4 through 38.f6r evaluatiop criteria. X E3 Yes No Not Applicable. 'El _,.Single Family Residence demolition and,construction.. PUBLIC COAST POLICIES. Policy 9. Trovide-forpublic access to, and recreational•use. of, coastal.waters, public lands; and.public resources of the Town,of:;Southold. See LW-RP Section III=Policies;Pages 38 through 46 for evaluation criteria. X . .Ye� No :Not.Applicable Private Single Family Residence Attach additional sheets if necessary WORKING:COAST POLICIES Policy 10. Protect Southold's'.water-dependent:uses and .promote siting of uew'Witet-dependent uses in suitable:locations._ 'See I.WRP:Section 1ZI-'Policies; Pages 47 through 56 for evaluation criteria.. Yes ;'. : No.0 Not Applicable Sin le Famil Resi construction. Attach additional sheets if necessary Policy-II... Promote. .sustainable, use of-living marine :resources-. in Long xlsland Sound,. the Peconic. Estuary and Town waters: See;LWRP Section'III—Policies; Pages:ST.through 62 for evaluatioweriteria. Yes , No. Not Applicable Single Family Residence demolition and construction. F.. .... ..... -. .. ... - .. ... ..... .. ... :.... Attac a_chhonal sheets if necessary Policy. 12. Protect.agricultural..lands-in.the Town of.Southold—See LWRP Section III— Policies; Pages 62 through.65 for evaluation criteria.. 0Yes , , :No 0 Not Applicable Single Family Residence demolition and construction. Attach additional sheets.ifneoessary Policy 13. Promote .appropriate use and development' of energy and. mineral resources'. See LW RP Bection-M_Policies; Pages 65 through 68:for evaluation criteria. Yes Lj.No Q Not Applicable Sin Ie.Famil Residence.demolition and.constructi,on. P . . .. . . >. - ... ..,: Principal al Planner DA E 8/1/2024 ..LsaP erTwirl TITLE . TWIN FORKS PERMITS DEC " VE August 5, 2024 AUG 5 2024 -Via Hand Delivery- Glenn Goldsmith, President $Oullldd down I Southold Town Trustees Board OtTrustm r 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Wetland Permit Application Owner: William E. Goydan Trust&Karen B. Goydan Trust Situate: 1645 Marratooka Road, Mattituck SCTM No. 1000-123.-3-2.1 Dear Mr. Goldsmith: Please find the enclosed Wetland Permit Application for the proposed demolition of the existing residence and accessory structures and to construct a new single family residence with attached decking,pool,pool patio, detached garage and I/A septic system installation on the residentially zoned property located at 1645 Marratooka Road, Mattituck,NY(SCTM No. 1000-123.-3-2.1). The property is located along Deep Hole Creek. The proposed project will consist of the following: demolition of the existing residence at 1,050 sq. Ft. footprint located 60 from the wetland limit; demolition of detached garage at 385 sq. Ft. footprint located 110' from the wetland limit; abandonment of the existing septic system in accordance with the SCDHS requirements; construction of a new two story single family residence with small area for a walk out basement at 3,287 sq. Ft. footprint and 5,802 sq. Ft. GFA located 75' from the wetland limit, construction of a rear covered deck at 865 sq. Ft. footprint located 65'from the wetland limit; construction of the pool at 576 sq. ft. will be located 92'from the wetland limit;the pool patio at 1,357 sq. ft. located 82' from the wetland limit;the detached garage at 752 sq. ft. will be located 100'from the wetland limit; side covered porch at 167 sq. ft.; front covered porch at 149 sq. ft.; gravel driveway and parking areas and I/A septic system are proposed. All proposed work to the residence will be conducted landward of erosion control silt fencing. The proposed residence will be landward of the neighboring properties pier line and landward of the existing residence on the property. 631.644.5998 1 lisa@twinforkspermits.com'1 288 East Montauk Highway,Hampton Bays,NV 11946 e In support of this application, the following materials have been enclosed for your review: 1. Application fee in the amount of$1250.00, check issued by Karen Goydan&William E. Goydan, no. 4471 dated 07/21/2024; 2. Four(4) copies of the Wetland Permit Application Checklist,Wetland Permit Application form including the General Data sheet,Wetland/Trustee Lands Application Data sheet, Short EAF,Affidavit and Authorization forms and Transactional Disclosure Forms assigned by the owners and the agent and LWRP Consistence Assessment Form; 3. Four(4) copies of the notice of disapproval from the building department dated October 3, 2023, revised November 27, 2023; 4. Four(4) copies of the ZBA decision dated February 20, 2024 approving the location of the detached garage in the side yard of the residence; 5. Four(4) copies of recent site photographs; 6. Four(4) copies of the property aerial with a pier line from the adjacent lots; 7. Four(4) copies of the property survey existing conditions as prepared by Nathan Taft Corwin III Land Surveyor last revised October 6, 2023; 8. Four(4) copies of the proposed site plan sheets SP 1.1 and SP 1.2 dated 4/26/2024, floor plans and elevations sheets A-1.0,A-1.1,A-1.2,A-2.0,A-2.1 dated 5/25/2023, garage plan sheet DG-1.1 dated 4/26/2024 as prepared by JG Architect; 9. Four(4) copies of the landscaping plan set including the Cover Sheet L0,0,Existing Conditions Sheet L1.0, Demolition& Mobilization Plan Sheet L2.0,Demo Details&Notes Sheet L2.1,Proposed Site Plan Sheet L3.0 all dated 8/1/2024; and 10.Four(4) copies of the proposed sanitary system design I/A OWTS Sheet S-1 prepared by Homeport Engineering P.C. dated 5/26/2023. Please review the enclosed materials for the proposed residence construction. If you have additional questions regarding the overall project, do not hesitate to contact this office. Thank you. Sincerely, Lisa Poyer Principal Planner