Loading...
HomeMy WebLinkAbout1000-123.-8-9 OFFICE LOCATION: �' �® ®(A :. MAILING ADDRESS: Town Hall Annex o P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cry •. `r Telephone: 631 765-1933 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 12, 2024 Re: LWRP Coastal Consistency Review for JSK PARK AVENUE, LLC SCTM# 1000-123-8-9 & 1000-123-8-10 En-Consultants on behalf of JSK PARK AVENUE, LLC requests a Wetland Permit for upon merger of lot#'s 1000-123-8-9 & 1000-123-8-10, demolish two existing single-family dwellings and appurtenances, and construct a two-story, 2,670sq.ft. (footprint) single-family dwelling with a 562sq.ft. roofed-over unenclosed masonry patio, a 463sq.ft. raised (12"-16") uncovered masonry patio, and 141 sq.ft. grade-level masonry patio with outdoor kitchen; construct an 18'x50' saltwater- filtration swimming pool (including 5'x10' spa), and a 872sq.ft. grade level masonry poo patio; install a pool drywell, 4' high pool enclosure fencing, and a 113sq.ft. grade-level pervious gravel pad; remove existing septic systems and install an A/I sanitary system landward of dwelling; install stormwater drainage system; and to establish and perpetually maintain a 20-ft. wide vegetated non- turf buffer along the landward edge of the top of bank, allowing for two 3' wide stepping stone paths to existing steps. Located: 2150 & 2200 Park Avenue, Mattituck. SCTM#'s 1000-123-8-9 & 1000- 123-8-10 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 INCONSISTENT with the LWRP. 1. The distance from the top of the bank to the pool is not shown. It is too close to the top of the bank. 2. Preserve and integrate existing vegetation in the design to further Policy 6. 3. Require access route for project construction from the landowner. 4. The proposed wood stairs and 99SF platform shown are not permitted (Permit not found in Laserfiche). The LWRP does not support replacing unpermitted structures. 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS l . All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to 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 consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nificant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION RECEIVE® SCTM# 123 - 8 _ 9& 10 NOV 0;6.2024 PROJECT NAME JSK Park Avenue LLC Southold Town Planning Board The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Upon merger of Lots 1000-123-8-9 and 1000-123-8-10, demolish two existing single-family dwellings and appurtenances, and construct 32 feet farther from bulkhead,partially within Chapter 275 jurisdiction,a 2-story,2,670 sf(footprint)single-family dwelling with a 562 sf roofed-over unenclosed masonry patio,a 463 sf raised(12"- 16")uncovered masonry patio,and a 141 sf grade-level masonry patio with outdoor kitchen; construct an 18'x 50'saltwater-filtration swimming pool(including 5'x 10'spa), and a 872 sf grade-level masonry pool patio; install a pool drywell,4'high pool enclosure fencing,and a 113 sf grade-level pervious gravel pad;remove existing septic system and install new I/A sanitary system outside Chapter 275 jurisdiction; install stormwater drainage system;and establish and perpetually maintain a 20-ft wide vegetated non-turf buffer landward of top of bank, allowing for two 3-ft wide stepping stone paths to existing steps,all as depicted on the site plan prepared by Marshall Paetzel Landscape Architecture,last dated August 1,2024. Location of action: 2150&2200 Park Avenue, Mattituck Site acreage: 29,171 sf &29,714 sf Present land use: Residential, single family dwelling 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 shall be provided: (a) Name of applicant: JSK Park Avenue LLC (b) Mailing address: c/o Sarah Kim, Managing Member 159 West 24th Street,7B;New York,NY 10011 (c) Telephone number: Area Code 917-520-9967 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes, which state or federal agency? NYSDEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 ❑ Yes ❑ No ® Not Applicable 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 ® Yes ❑ No ❑ Not Applicable The proposed project is consistent with Policy 4,as the property is situated in a FEMA Zone X flood zone; and the proposed dwelling would be located approximately 104 feet from the bulkhead,32 feet farther landward than the 2 existing dwelings to be removed. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable See attached addendum. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR JSK PARK AVENUE LLC 2150 &2200 PARK AVENUE MATTITUCK,NY SCTM#1000-123-8-9 & 10 Policies 5 & 6 The proposed project seeks to merge two single and separate parcels currently occupied by 4 dwelling structures,and replace the two dwellings located within Chapter 275 jurisdiction with one new dwelling that would be positioned 32 feet farther from the bulkhead,substantially landward of the"pier line,"and only partially within Chapter 275 jurisdiction,with attached patios and a waterside swimming pool. As a result of the proposed design features and incorporated mitigation measures described below, the project will have a net beneficial impact on the adjacent tidal wetland ecosystem. 1) One of two recognized, single and separate building parcels would be extinguished, and the number of legally existing and potential dwelling structures would be reduced in half from four to two. 2) The proposed dwelling would be set back 32 feet farther from the bulkhead and Great Peconic Bay tidal wetlands than the two existing dwellings. 3) The proposed swimming pool and pool patio would be located 5 feet farther from the bulkhead and Great Peconic Bay tidal wetlands than the existing patio. 4) The proposed dwelling would be located substantially landward of the"pier line"of the adjacent dwellings. 5) A 20-foot wide, approximately 1,900 sf vegetated non-turf buffer would be established and perpetually maintained in place of existing turf lawn along the top of the bank, thus reducing lawn area; increasing wetland setbacks to potential lawn areas; and providing a sink and filter for excess nutrients contained in surface water runoff before it reaches Great Peconic Bay. 6) Two existing conventional and nonconforming septic systems, which are located within 50 feet of the bulkhead and Great Peconic Bay tidal wetlands, will be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (I/A OWTS) located outside Chapter 275 jurisdiction, more than 200 feet from the bulkhead. Unlike conventional systems, which are not designed or equipped to treat nutrients such as nitrogen, UA systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. 7) The proposed swimming pool would be equipped with a saltwater filtration system, thus avoiding use of a traditional, high-chlorination treatment system; and a drywell dedicated to the capture of pool backwash. 8) A stormwater drainage system consisting of leaders, gutters, and drywells is proposed to collect and recharge runoff from the proposed dwelling, patios, and other developed surfaces proposed both within and outside Chapter 275 jurisdiction. 9) There are no trees to be removed from within Chapter 275 jurisdiction. 10) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. Thus resulting in increased separation between wetlands and site development; potentially reduced runoff and improved runoff quality; and potentially improved groundwater and surface water quality, these project design and mitigation measures would further the goals of Chapter 275 and LWRP Policies 5 and 6, including the protection and improvement of water quality; and the protection of the quality and function of the surrounding Great Peconic Bay tidal wetland ecosystem. See attached addendum. Attach additional sheets if necessary 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® Not Applicable 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 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable Attach additional 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. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATEAugust 5,2024 Robert E. nn Amended on 811105 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.MA THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 123 8 9&10 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN rUistrrct Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within the Scope of work for Proposed Construction) +/-59,791 sf Generated by a Two(2")inch Rainfall on Site? ❑ (This item will include all run-off created by site b,What is the Total Area of Land Clearing (S.F./Acres)) clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed +/-55 191 sf Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and Survey Show All Proposed \ / ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This f—( item shall include all proposed Grade Changes and Upon merger of Lots 1000-123-8-9 and 1000-123-8-10,demolish two existing single-family Slopes Controlling Surface Water Flow, dwellings and appurtenances,and construct 32 feet farther from bulkhead,partially within 3 Does the Site Plan and/or Survey describe the erosion ❑ Chapter 275 jurisdiction,a 2-story,2,670 sf(footprint)single-family dwelling with a 562 sf and sediment control practices that will be used to roofed-over unenclosed masonry patio,a 463 sf raised(12"-16")uncovered masonry patio, control site erosion and storm water discharger.This and a 141 sf grade-level masonry patio with outdoor kitchen;construct an 18'x 50' Item must be maintained throughout the EntireConstruction Period. saltwater-filtration swimming pool(including Y x 10'spa),and a 872 sf grade-level masonry pool patio;install a pool drywell,4'high pool enclosure fencing,and a 113 sf grade-level 4 Will this Project Require any Land Fillip ,Grading or Excavation where there is a change to t e Natural pervious gravel pad;remove existing septic system and install new UA sanitary system Existing Grade involving more than 200 Cubic Yards outside Chapter 275 jurisdiction;install stormwater drainage system;and establish and of Material within any Parcel? perpetually maintain a 20-ft wide vegetated non-turf buffer landward of top of bank, 5 Will this Application Require Land Disturbing Activities allowing for two 3-ft wide stepping stone paths to existing steps,all as depicted on the site Encompassing an Area in Excess of Five Thousand plan prepared by Marshall Paetzel Landscape Architecture,last dated August 1,2024. (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100)feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to ElL X 1 Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred( ifte (Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges, Q (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ X 1.The SWPPP shall be prepared prior to the submittal of the NOL The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. n 2.The SWPPP shall describe the erosion and sediment control practices and where / Will this Project Require the Placement of Material, 1:1 required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall Area?(This item will NOT include the installation of Driveway Aprons.)potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in theprinciples and practices of Storm Water Mana ement. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. g P g (NOTE:A Check Mark(X)and/or Answer for each Question is Re uired for a Completed Application). STATE OF NEW YORK,COUNTY OF -Suffol -uff --k----------------------- SS That I, Robert E. Herrmann being duty sworn,deposes and says that he/she is the applicant for Permit, ----------------------------- (Name of individual signing Document) And that he/she is the Agent for Owner ----------------------------------------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; 8th day o , August 20 24 Notary Publi _-_-- -- L--- --- - ------------------ -- ------ - (signature of A icant) FORM - 06/10 No.01STS015931 Qualified in Suffolk County My Commission Expires August 02,20g ,. ..—E.NO SEE_t r.V rr. t T 1 H SEE aEc.c.5 u 9 t M I 1 0}21-0t One,wy 1 MnrGi tirv- '. 5L\C fOR ICI.NO G c .1 SEC NO 16210] 1r5.CS00¢ '. ',. t ♦y ..,.' �(C U 2Rot .• ,.. s ..e . :.,. - ,< MULE.... iih i] o— w SCR I,No •i a2 Mcr pity . W-01.23 9EP SEC NO _ 1 M� x Mr. Eg 911 SOUIHOLO ' 0o ns(` r.. 0 .< n ..ex w....n. CRE" f,+ Y e a9 � �.. ,� 1• .d,<eS i et s _cl t IS u.1 .,r 1 �]a tin a.11'°ar 1 �Yl trl i_ s - T P'CoNiC BAV AREA e =+•':'K- ,.•mow, - — _ r rA+ COUNTY OFSUFFOLKCJ no.�ce H w <r woo sE.:r:cr,ra a N , yy a,.aNa rv++ wunroEp «. .M 123 w. wt BNNR»HA6YlN6 R[ Pwrart tr r.a� $ Rfu fR[vatt rat]EmM'E.OBty JSK PARK AVENUE LLC.2150& 2200 PARK AVENUE.MATTITUCK t [ s '711 f Figure 1. Looking south toward bay over property boundary to be eliminated to merge parcels;and at two dwelling structures located within Chapter 275 jurisdiction to be demolished and replaced with one single-family dwelling located farther landward. t 4 Figure Z Looking north from top of bank at two dwelling structures to be replaced by one new dwelling with waterside swimming pool and grade-level pool patio;and over location of proposed 20-foot wide vegetated non-turf buffer to be established along top of bank. JSK PARK AVENUE LLC.2150&2200 PARK AVENUE,MATTITUCK Figure 3. Looking west at Great Peconic Bay and two dwelling structures to be replaced by one new dwelling with waterside swimming pool and grade-level pool patio;and at location of proposed 20 foot wide vegetated non-turf buffer to be established along top of bank. COPYRIGHT2024KLIGERMAN ARCHITECTURE DESIGN,P.C. �` t F- - - - - GARAGE ABOVE MECHANICAL MECHANICAL STORAGE STORAGE PWDR O BACKHALL HALL WINE CELLAR UPI UNDRY RECREATION RM MUSIC ROOM KLIGERMAN n LOWER LEVEL -SCDHS PLAN ARCHITECTURE ' 1" = 10'-0" &DESIGN JSK PARK AVENUE RESIDENCE 2200 PARK AVENUE, MATTITUCK, IVY 08/07/24 COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C. GARAGE POTTINGSHEI I STORAGE POOL EQ LJ Li � I II v v ❑ ❑ v v 0 0 MUDROOM PWD 2 ENTRY I I OFFICE LIBRARY DINING I i a SHOWER ❑ PWDR 1 K STAIR HALL - - -- BAR - - BILCO \u p \DN \ r- � PANTR o I WESTENTRY I r ❑ I LIVING ROOM KITCHEN ❑ SUN ROOM BREAKFAST SOUTH PORCH ------------------------------------------------------------- �WJ OUTDOOR KITCHEN KLIGERMAN n MAIN LEVEL - SCDHS PLAN ARCHITECTURE 1" = 10'-0" &DESIGN JSK PARK AVENUE RESIDENCE 2200 PARK AVENUE, MATTITUCK, NY 08/07/24 COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C. GARAGE ULJ BEDRM 3 BALCONY BEDRM 2 BALCONY BEDROOM 3 BEDROOM 2 ET ATH 3 BATH 2 I II I III N HALL I I I I I I i GALLERY LA DRY DRESSING BATH 1 I I - I ' RIMARY VEST. I I I ill PRIMARY BATH PRIMARY BEDRM f� BEDROOM 1 o SOUTH BALCONY KLIGERMAN n UPPER LEVEL SSCDHS PLAN ARCHITECTURE 1" - 10'-0" &DESIGN JSI< PARK AVENUE RESIDENCE 2200 PARK AVENUE, MATTITUCK, NY 08/07/24 JSK PARK AVE, LLC 2200 Park Avenue Mattituck, New York I DWELLING - - EXISTING 1 DWELLING WOOD GROIN I (TYP') 1684 SF EXISTING 100'SETBACK FROM TOP OF BANK- marshal) paetzel 1-STORY DWELLING LIMIT OF TRUSTEES JURISDICTION TO BE REMOVED EXISTING TREE LANDSCAPE A R C H I T E C T U R E PROJECT LIMITING I SILT FENCE PROPOSED 30 SF TO BE REMOVED PROPOSED 463 SF MASONRY STOOP+STEP (TYP.)(SEE DETAIL 1)- 296 SF OF EXISTING RAISED(12"-16"HT.) ' AREA OF DISTURBANCE= BRICK PATIO _ UNCOVERED PROPOSED 29 SF EXISTING TREE PROPOSED I/A SANITARY SYSTEM PO Box 478 55,191 SF(or 1.27 acres) TO BE REMOVED L MASONRY PATIO OUTDOOR SHOWER TO REMAIN (SEE SANITARY PLAN PREPARED BY 5175 Route 48 1 L:i PIPED TO DRYWELL (TYP-) CONDON ENGINEERING,P.C.FOR DETAILS) Mattituck,NY 11952 PROPOSED EXISTING CESSPOOLS 1 W PROPOSED 562 SF 20'W.VEGETATED TO BE ABANDONED 'a PROPOSED 4'HT. ROOFED-OVER PROPOSED 54 SF EXISTING 76 SF EXISTING UTILITY POLE+ phone: (631)209-2410 NON-TURF BUFFER WOOD POOL FENCE+ EXISTING CESSPOOL EXISTING 1081 SF UNENCLOSED ENTRY LANDING 1-STORY SHED OVERHEAD LINES TO BE ABANDONED 1-STORY DWELLING t,s.9,= EXISTING OVERHEAD LINE t197,x fax: (631)315-5000 1 GATE(TYP.) TO BE REMOVED TO BE ABANDONED - email: studio@mplastudio.com N 11.13'00•W MASONRY PATIO TO BE REMOVED TO BE ABANDONED I ' --------_-A) rew ze, .•.'' ,Z7J: p 77 � TEST HOLE N (17.2,= t„e,_ „9..k :. .'. .'.'. . : E ISTING <,7.e1=-> t , ARCH TECT,7.9 x 19.0 xO RESIDE - --IDW 1 � I ,az.4.0' Wai_ ce \-9 / _ i r_ 1,&0,= - - _ _ _ _ _ _ _ _ _ _ (,95,x t,9.9,=, oIke Kligerman Barkley o oi= :':':` :' : : : tOS '/ T_, I LP n1.9,x PROPOSED CLOSED LOOP ° 500 Fifth Avenue w ;' 0.'-it PROPOSE N N ' -� 45th Floor h RESI NCD _ N _, © GEOTHERMALSYSTEM "&5'' PROPOSED ; New York, New York 10110 9.91' 06, 13.2' 3.T- . .. . . . . . . . . DE E _ i 1 W- 1 PROP. 1�m o c r; o 6692 SF GRAVEL / \Q U - { - ----- ------- . - _ - _ - (BY ENGINEER) I Q D 2/ APRONN� "'- 110 r� 24-4" CPP� � .j �. . - . I - . . - / IDW-1145' --- ----- �b DBE( 20'SETBACK . . - . . - . . - . . © . . . . - - . - . . - . . .. - . . - . . - . . - . . - . . - . .; . . - . . DRIVEWAY- . . - . . \ / Office: (212) 268-0128 W _ I -��Q F--� J / - - - - - - - - - - - - -� 1,9.z,z T ,r _ PROPOSED POOL CQ Y `J SURVEYOR: 2D'=0.": ' 11'-6 it n19j I---�J t, ® ha.,x z I : ' ±40' - 54'-4" n6.9,x PROPOSED t EXISTING PATIO PAVING11 WATER SERVIC y huk Land Surveying Kenneth M.Wo c O PROPOSED 358 SF GRADE LEVEL MASONRY PAVI © PROPOSED n,-9,. E P.O. Box 153 r11 F' I= ±62,� - -I - n7.9,. - /��\ a,.e,. GEOTHERMAL _ V I c=...:.:.:.:.........'. EXISTING PATIO ` 1 WATER LINE I w w w w w AquebogUe, New York 1 1931 I ±67 ® - PROPOSED 360 SF RAISED i I IDW-3 / - ( MASONRY PATIO WITH TRELLIS 17$�x \ / �P`) e PROPOSED 195 SF I WATER t'9 T Office: 631 298-1588 U I i=_. . - . . . . . . . . „6b,= EP / J 9.e7x EXISTING ( )Ic. . . . PROPOSED POOL 117,7)x �_ W GRADE LEVEL METER CIVIL ENGINEER: r•.•.•.•.-.•.-.•.'.•.' ' I � ABOVE e PROPOSED ! \\ ■ PROPOSED 200 SF ROOFED-OVER _ _ MASONRY PAVING TO REMAIN = t= 2670 SF - - = Condon Engineering, P.C. W7..i - - - - - UNENCLOSED MASONRY PATIO - - SCTM#:1000.123-8-9 n9.u,= i �- PROPOSE {- T- - - - - - - - - 1755 Si sbee Road ,ewz.6, _ D PROPOSED _ _ - -- - •- - - - - , - - - - J--- --- -v -- w- w V=' ' ' ' ' ' ' ' ' 2-STORY 3'-6" - - - -..-..- -..-.. (n -..-..= - tnep - --- _- _ - ---ray= g Mattituck, NY 11952 4'HT.WOOD 18'X 50' I DWELLING - - - - - - - - - - - - - - SCTM#: 1000-123-8-10 1'e.9,• oI EXISTING m Office: (631) 298-1986 _ O.H. w w w w w w ___w�' r POOL FENCE+ ' SWIMMING 1+&7,x I WITH w to T- WATER SERVICE TO BE I 44 . I 20'.. _ GATE(TYP.) POOL WITH 4-BEDROOMS 1 X "'"` c = . .'. :': .'. . .'. ' n& SALTWATER ! FFE. 18.92' 1 c , 42'-22" ° (,7.6>= ©t,97,c 19: : : : : : PROPOSED FILTRATION .,,, = (19.3). 195'= �p ABANDONED(TYP.) - z ■ PROPOSED 966 SF (,7.5,= STEPPING PING: 17.58' I EXISTING WATER METER . . .'. . . . . . . . r f' I-. . . . . . . . . . 3'W.DRY-LAID CO PROPOSED 78 SF DETACHED �iw /��\ - • ° ® © v TO REMAIN C I 1- 6.3' a.T 17.8' OVERHANG ,7. 1-STORY GARAGE I; ► 1 17&3,= ,\ 62'-11-" e� to / WATER SERVICE o STONE PATH 5'X 10' 1 ■ ■ DW-4 ® pI ,h v -M nn Ir WITH SINK PIPED \ o EXISTING❑DU�� T O ❑ TO DRYWELL a6.5>• - "9°' TO REMAIN(TYP.) 1 i_.. . . . .:......:::: i E`er GFE:17.83' t16.3,x I LP I a =W h. . . - . - . : . . . in 24'-4" e C9 Z W7w, L• CV - -`� �..:::_.. . . • • . . / \ ` 6'= ® i EXISTING 107E SF 1 '2� �/k eWze, ±104' - ® �E- -.-- - . . - . . - . . - . . - - . . - . ..- . . -® . - . . - . . - - . 1-STORY DWELLING 2 W W W r PROPOSED - . i! <>J�W_ . i Pp-\I;- . . -E-- 'SETBACK - . . - . . - . - . . - . . - . . _ . . - . _ i� WITH 3-BEDROOMS I �L/- 2 E RESIDENCE = o / \ �_/ - G 15 - - . s 111 O E•.•.•.'.'.'. ��. \ N O N S.•_cs.9tx'.'.• ' - �co IDW-6 � �..../ Q W - - : " c,z5,x (,64,= ' ,\\g� (.DW 1 - \ / cV - io a -- a,.a,= j EP \I i r---=---� : ._/ m PH 1,&,,. DB CP WENT �" t� SITE DATA: -+Im - . lin n wNlmllmllml allrlu uul�lwxlulwMxm mlIwlMwam m of Im ° ---J a 11111111�1111,«»�r�l»«�,�y,,, ,,,, ,,,,,, III_ III _ IIIMMIMII,INNNIII IIII«I«�IIII�«NIII»I�,I«■«,,,,I«««,,,IIIII«�IIIIII«I«,II IIII�««IIIII««�IIII,«,«,�;«««I ,,,I�III« _ SCTM#: 1000-123.00-08.00-009.000 511°13' E -O" -�„ Lot Area: 29,171.71 SF (or 0.67 acres) o --°"---�„ - ��o" SCTM#: 1000-123.00-08.00-010.000 / EXISTING CESSPOOLS PROPOSED IZ PROPOSED PROPOSED PRO?OSED 4'HT. PROPOSED PROPOSED PROPOSED EXISTING 76 SF PROPOSED 1000 GAL. --°"---" -a„ \�� Lot Area:29,714.09 SF (or 0.68 acres) TO BE ABANDONED 113 SF -� 872 SF 141 SF WIRE MESH 37 SF BILCO 29 SF PERVIOUS EXISTING EXISTING PROPERTY BOUNDARY PROPOSED I/A SANITARY SYSTEM GRADE LEVEL /w GRADE LEVEL GRADE LEVEL POOL FENCE DOOR GRAVEL PAD ELECTRIC 1-STORY SHED PROPANE TANK+ STOCKADE FENCE TO BE REMOVED FOR PURPOSE °„-_� Combined Lot Area: 58,885.80 SF / EXISTING PERVIOUS a MASONRY PATIO MASONRY PATIO (TYP.) GARAGE METER+BURIED TO BE REMOVED GAS SERVICE (SEE SANITARY PLAN PREPARED BY BULKHEAD GRAVEL PAD ' 1684 SF WITH OUTDOOR OEN EXISTING ELECTRIC SERVICE (n'P•) OF MERGING PARCELS CONDON ENGINEERING,P.C.FOR DETAILS) -- (or 1.35 acres) PROPOSED 4'HT. EXISTING CESSPOOL EXISTING UTILITY POLE+ TO REMAIN WOOD POOL OVERHEAD LINES(TYP.) FEMA1EXISTING 1-STORY VEGETATION PROPOSED PROPOSED 15 SF TO BE ABANDONED I NOTES: DWELLING TO BE (TYP.) FENCE+GATE POOL EQUIPMENT GENERATOR MEAN HIGH WATER BOUNDARY REMOVED (TYP.) IN GARAGE 1. Base ma information based on EQUALS TIDAL BOUNDARY p SUfVey AS WETLAND BOUNDARY (TYP.) ' prepared by Kenneth M Woychuk Land DETERMINED Surveying BY EN-CONSULTANTS 11-09-22 y' g dated last revised March 25, 2024. DWELLING 2. This drawing is for the purpose of obtaining permits only. NOT FOR CONSTRUCTION. LEGEND 3. Unauthorized alteration of this plan is a violation of NYS Education Law. TEST HOLE REVISIONS McDONALD GEOSCIENCE �- PROPERTY LINE EXISTING WATER SERVICE DATE DESCRIPTION APRIL 15,2022 TO BE ABANDONED - ELEV. 18.2 - MEAN HIGH WATER LINE EXISTING WATER SERVICE SM BROWN TO REMAIN SILTY SAND 5 0' - - FEMA BOUNDARY Q® EXISTING WATER METER ZONING + COVERAGE CALCULATIONS PALE _ BROWN Zoning District EXISTING UTILITY POLE+ SP FINE R40 -------- EDGE OF LAWN/70P OF BANK �off_ SAND Lot Area 58885.80 SF OVERHEAD WIRE Buildable Land (Lot Area Landward of Bulkhead) 57348SF EXISTING UTILITY POLE+OVER HEAD 17.3' Allowed Coverage 20'D/o of Buildable Area -'-' 1100, SETBACK FROM TOP OF BANK (J g ( ) 11469.E SF WIRE TO BE ABANDONED S e a WATER IN Maximum GFA(5100 SF+5%of 17348 SF(867.4 SF)) 5967.4 SF PALE D S CA o "PIER LINE PROPOSED WATER SERVICE SIP BROWN �� r Kar�A�9� FINE EXISTING COVERAGE CALCULATION SAND 8"TRAFFIC BEARING 18' Existing(4) 1-Story Dwellings 5525 SF lulllllllllllllllllllllulllllll PROJECT LIMITING SILT FENCE e--___ PROPOSED BURIED �' CONCRETE SLAB COVER o ER 5677 SF , ELECTRIC SERVICE - Existing Sheds 152 SFLU - SDR 35 PVC INLET PIPE Drainage Calculations and Structure Schedule I n SEE PLAN FOR PIPE SIZE GRADE EXISTING STRUCTURE * b TOP OF DRYWELL Total Existing Coverage TO BE REMOVED PROPOSED GAS SERVICE "- M,goj� (SEE PLAN FOR Residence{3310 SF @ 100'�), Garage(966 SF @ 100'�), 5677 SF(9.9%) 01 °02710- O 18'-0"MAX. C.to C. SDR 35 PVC ELEVATION) Gravel Driveway(6692 SF @ 100%},Grade Level Masonry(1566 SF @ 100'�), F OF NE`N PROPOSED GROSS FLOOR AREA CALCULATION (14) EXISTING CONTOUR _ _ _ PROPOSED GEOTHERMAL OVERFLOW PIPE ❑ ❑ ❑ ❑ BACKFILL 3'-0"MINIMUM Raised Masonry Patios(1023 SF @ 100'�); WATER LINE E 0 m SEE PLAN FOR ❑ ❑ = ❑ AROUND DRYWELL WITH Outdoor Shower(29 SF @ 100%) =13912SF First Floor 267E SF y - z I-a PIPE SIZE 1 - 1- MEDIUM COARSE _ TITLE: ` W of ❑ ❑ ❑ ❑ 0 SAND/GRAVEL 1358E SF x 2"rainfall 167 =2269 CF/8'Dia. D well 42.3 -53.6'de depth re 'd Second Floor 2215 SF 5967 SF x(12.0) EXISTING SPOT ELEVATION _ _ rz ►- { ) ry { } Q + 12.0 PROPOSED SPOT ELEVATION PROPOSED GEOTHERMAL SYSTEM O�0, '�goy\ _� ❑ ❑ ❑ ❑ ❑ PRECAST CONCRETE DW-1 8'Dia x 8'depth Guest House Habitable 107E SF � A �� SEE PLAN FOR DEPTH STORM DRAIN RING DW-2 8'Dia X 8'depth ❑ ❑ ❑ ❑ ❑ PROPOSED SEPTIC PERSPECTIVE VIEW ❑ ❑ 0 ❑ NOTES: DW-3 8'Dia x 8'depth Total Proposed GFA 5967 SF 10.4% $ TEST HOLE CP CONTROL PANEL GEOTEXTILE ( ) TIED-ro WIRE FENCING ❑ ❑ 0 ❑ ❑ N-9'MINIMUM PENETRATION DW-4 8'Dia x 8'depth SITE PLAN WIRE FENCE 2"x4"OPENINGS INTO RATEABLE SOIL. DW-5 8'Dia x 4'depth EXISTING STOCKADE FENCE pg PROPOSED SEPTIC 48"FENCE POST ❑ ❑ ❑ ❑ ❑ p PROPOSED COVERAGE CALCULATION DISTRIBUTION BOX EXISTING COMPACTED SOIL $'O.C. 25'-0"MAXIMUM DEPTH DW-6 8'Dia x 8'depth Existing 1-Story Dwelling 107E SF 107E SF GRAD GEOTEXTILE 2•_p• BELOW GRADE DW-7 8'Dia x 4'depth PROPOSED 4'HT. TO BE SEE PLAN FOR WIDTH 2'-0"MINIMUM ABOVE DW-8 8'Dia x 8'de th WOOD POOL FENCE BURIED MIN PROPOSED CLEAN OUT IN GROUND, GROUND WATER LINE p Proposed 2-Story Dwelling 2670 SF 5 SHOV DN GROUND WATER PE NON-RATEABLE SOIL DW-9 8' Dia x 8'depth Pro ry g 966 SF PROPOSED 4'HT. Proposed 1-Story Detached Garage - MIN 2'-0"MAXIMUM 64'depth provided Proposed Overhang 78 SF WIRE MESH POOL FENCE LP PROPOSED LEACHING POOL NOTE. ACCESSCHIMNEY(IF Proposed Pool Discharge 900 SF x 4.5'Av . Depth=4050 CF 0 10 20 2" MAXIMUM DRAINAGE AREA CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL NECESSARY) p rg ( g p ) Proposed Roofed-Over Masonry Patio 762 SF 5•' 1/2 ACRE / 100 LINEAR FEET COARSE FILL 4050 CIF x 5%=202.5 CF 8'Dia. Dr well 42.3)=4.8'de th re 'd E253 SF © EXISTING TREE TO REMAIN N DRYWELL TO BE INSTALLED Y { p q Proposed Pool 900$F 0 EXISTING TREE TO REMOVED EP PROPOSED EXPANSION POOL AS PER STATE AND PD-1 8'Di x 6'depth Proposed Entry Landing 54 SF - 1 r�:� LOCAL CODES 6' depth provided �-\ -- SCALE 1" = 20' Proposed Raised (12"- 16" HT.) Masonry Patio 463 SF EXISTING VEGETATION ;DW-11 PROPOSED DRYWELL PROJECT LIMITING SILT FENCE 2 PRECAST CONCRETE DRYWELL *NOTE-BOTTOM OF DRYWELL TO BE MIN 2'ABOVE GROUNDWATER ELEV. Proposed Raised Masonry Patio with Trellis Above 360 SF ./ DRAWN BY: Detail Not to Scale Detail Not to Scale AS SHOWN ON TEST HOLE DATA PREPARED _ A.SCHEEL \ CHECKED BY: C BY McDONALD GEOSCIENCE DATED 04/15/2022 Total Proposed Coverage o VEGETATED NON-TURF BUFFER PDA 1 PROPOSED POOL DRYWELL J.PAETZEL V 7329 SF(12.8/) DATE:2024.08.01 REVISED: SHEET 1 OF 1 S.C.T.M.# DISTRICT 1000 SECTION 123 BLOCK 8 LOT 9 & 10 �1p * 1= 1 U.P. b A 1" i0' TA �o 4 b 10 OAK � c�0• �. l2o'�oAK \ • �g} \ " �b 20 l 0' LOC `y � �g5 `g5. •y L fig. 10" MAPt ::,1�''::::::•:::•:::. 2 t0• q n 1e 1OAK �:DWELLING \ :•::: 2200::::::•::::: 9• .1:::::: •;:::::: ,,, GONG \ \ 1 �w O�\\ \ OAK :::FRAME:::;`!• 74 N GRAD y/ O DWELLING'.".::'.".:• \ �, CONC. / P. EXISTING LOTCOVERAGE ?• ATI0 O EXISTING LOT COVERAGE ; :FFL-21.6:•::•;:::. \ g,, BUILDABLE LAND:28,777 S.F.or 0.66ACRES BUILDABLE LAND:28,571 S.F or 0.66ACRES Aga:':: : : ::. \ %90 u\ /t t DWELLING(NORTH):1081 S.F DWELLING(NORTH):1081 S.F. �g \ ��_P ° DWELLING(SOUTH):1684 S.F. SHED:76 S.F. �Q DWELLING(SOUTH):1684 S.F. I ,� TOTAL:2765 S.F or 9.6°/u TOTAL:2841 S.F.or9.996 "� e CONC.�i�g `�• PATIO ON G E ASPHALT �q5 / DRIVEWAY 0 +6� / 2'-1 \14'OAK ` ' �1'tP \\�bg `9G GIN �b•Y22'OAK \ OG \ Z 0'° 6.OAK DWELLING i 16'OAK 1 1.5'W.,` •� � 14.OAK 8' OAK 6" \ il NEO' 20„ 10.OAK `1' 6 OAK ,bA �16 `1p S.C.T.M.#1000-123-8-11.3 1.4'W / t0,OAK I 29714.09 Sq.Feet LAND N/F OF s i to'oAK 0.68 Acr P. CNC PARK AVENUE LLC g0 29171.71 Sq.Feet �15 \ 0.67 Acres `&4 6' OAK 20'OAK I K o 101b0A 6' OAK / 14'OAK _ 1 18� �AK 2 y 1 `19 •.M `16 t8'OAK 6'OA ado 6• AK 1 c/` N0 I ado `11 10'OAK OkK DWELLINGS e OAKS �I �1>s �� 6'OAK W/PUBLIC WATER y d5 1.7' 1 14 OAK � NJ 6AK \ 150 8 OAK !r .N �jNE�:• , \\ 1f`''OAK 6'OAK 12.OAK 6• \t✓ 14 OAK v` �1 A 1'O K \ r 2.7' 18 14 OAK �-? 2 K �jJ O `aU L:d �16 S.C.T.M.#1000—123-8-8.3 �� `� U.P. `1 LAND N/F OF oN 1• \ ,1p 9 TIMOTHY MURRAY DWELLINGS l W/PUBLIC WATER 2.9'E ASPHALT 150' DRIVEWAY t 2"'OAK 2� •x to, • 14'OAK MON. 9 IS. PIT 10" OAK 10;,OAK 14'OAK `16 12"°AK` N� 0 • �1e `19 Lie' 18"OAK � L:d 16'OAK 10 �'8'OAK / `o \10'OAK r� `1. / �I'.;: •: : :: :•::::•:•:::•\ \......::::::::::::;::: :: SHOWER 10'OAK �1 y t ..................::::. ��if+ I ::•:: : \:•:: :•:; "ON ....... FENCE ts'E DWELLING \' ::::.............. :. \:`.;•:::6':::: ELEV. 18.2 t::::::::::::::: ..::... �bA <^ ♦:::: --- BROWN :;:,= \\ �6 \:;•:';............::;:::. 1 o :::::::::::::::::;::. 8� SM SILTY SAND �:. :::.� PALE i / `\ /\ \` Zc, `<:; : : ::;:;:::a:::•:::::� `. BROWN :w.::.<^::::::':::\ t •:•:: FINE \ SP SAND \ o. ::;:::: ::::::;::::::. �b° zz4' Jr O y �C.P, 17.3' WATER IN \ DWELLNG \ � "'���/ --� $P BROWN \ \ 11 Q8PALE R1G4 .� ZONE X 3.2'E FINE � �,za' pP i` SAND 23. j� APRlL 15, 2022 18' \ / SIC . C. 1 / McDONALD GEOSCIENCE / tC.P•t `•_: / � 12' / ENE BOUNDARY FEMA MAP#36103CO482H �2,!w REVISE LOT AREAS TO CURRENT MHW 03-25-24 5p34 LOT 9: 29,171.71 S.F. or 0.67 ACRES STAKE PROPOSED STRUCTURES C2-26-24 LOT 10: 29,714.09 S.F. or 0.68 ACRES NAVD88 AREA:58,885.80 SQ.FT. or 1 .35 ACRES ELEVA770N DATUM. Cur 2� w ZONE VE(EL 8) UNAUTHORIZED ALTERA770N OR ADDITION TO THIS SURVEY IS A WOLAT70AI OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF IH/S SURVEY '15�3a'�ONG MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREOF SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. U W EQUALS TIDAL WETLAND BOUNDARY 4' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 'HEY ARE AS DETERMINED NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECT70N OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS EN-CONSft7ANTS 11-09-22 y AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE AME 7 SURVEY 'A c SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: JSK PARK AVE, LLC; 4gi �cp MAP OF: FILED: SITUATED AT:MATTITUCK TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design THE WA7ER SUPPLY, WELLS, ORYWELLS AND CESSPOOL t, /f P.O. Box 153 Aquebogue, Near Yark 11931 LOCA77ONS SHOWN ARE FROM RELD OBSERVATIONS FILE #222-1 13 SCALE: 1"=30' DATE:AUG. 30, 2022 N.Y.S. LISC. N0. 650882 PHONE (631)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS