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HomeMy WebLinkAbout1000-70.-5-31.1 OFFICE LOCATION: ®��0f SO(/�®� MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25I 8�6 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ® Telephone: 631 765-1938 Southold, NY 11971 a COUNTY,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 9, 2024 Re: LWRP Coastal Consistency Review for BRIAN O'REILLY SCTM# 1000-70-5-31.1 AMP Architecture on behalf of BRIAN O'REILLY requests a Wetland Permit for the existing one- story 24.1'x50.3' (1,223sq.ft.) dwelling with basement; existing 6'x24' seaward paver patio with trellis; existing 4'x10.8' rear stoop (brought under new patio covering & new step added on side); existing 7.8'x12.1' shed; remove existing outdoor shower, entry stoop, 19'x25' rear brick patio, and a portion of existing driveway & retaining walls at existing garage (12'x30'); construct a 21'x61' (1,313sq.ft.) one-story addition onto the landward side of dwelling; construct two small 2.5'x5' (25sq.ft.) additions on west side; construct a Tx18' (138sq.f.t) front covered porch; construct a 4'x6' (24sq.ft.) west side covered stoop; construct an ±18'x32' (697sq.ft.) side covered patio (with exterior 4' wide fireplace, 3' wide grill, 2'wide sink, T wide counter fridge, and 3'x8' peninsula); install a 25.3'x17.5' (461sq.ft.) rear patio at grade (replacing existing); pool patio; install a 3'x5' generator; install 4'x10' (irregular) oulders as retaining irregularly an shaped install asq,ft. 4'x4'10" outdoor shower; new 4'x16' exterior basement stairs; abandon existing septic system and install a new I/A OWTS sanitary system landward of dwelling; install gutters to leaders to three 8'x4' drywells to contain roof runoff, approximately 504 cubic yards of earth to be excavated and approximately 20.cubic yards to be used for backfill or re-grading. Located: 659 Pine-Neck Road, Southold. SCTM# 1000-70-5-31.1 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 and the records available to me, I recommend that the proposal is mostly CONSISTENT with LWRP Policies and with the LWRP. The proposal to install an irregularly shaped 455sq.ft. in-ground pool, 3'x6.5' pool equipment area on the base; install an irregularly shaped 647sq,ft. pool patio, install a pool drywell; install pool enclosure fencing is recommended as INCONSISTENT. 1. The 42.6' setback is not sufficient to the wetlands where a minimum of 50' is required. 2. The pool is located at the top of bank with a maximum slope of 27 percent. Loading on the bank is not recommended. 3. How will the outdoor shower drain be connected? 4. Removing hardwood trees is inconsistent with Policy 6. Retain hardwood trees in a vegetated buffer landward of the wetland. 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 RE F� ]*--D Town of Southold k �'- [FE8 0 7 LWRP CONSISTENCY ASSESSMENT FORM Sourhu.:A. INSTRUCTIONS Plann: 1. 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 sipnificarit beneficial and adverse effects upon the coastal area(which includes all:of Southold Town). 3. 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 SCTM# 1000-070 _05 _31.1 PROJECT NAME O'Reilly Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. 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: Proposed one story frame addition with basement, covered porch, covered patio, covered stoop, in-ground swimming pool,exterior basement stair, outdoor shower, I/A OWTS, generator, and drywells. AMP Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build - January 31, 2024 � � E 19 E Re: O'Reilly Residence FEB - 659 Pine Neck Road 2�24 Southold, N.Y. 11971 Southold Town SCTM#100-70-5-31.1 Board of Trustees To Whom It May Concern, Enclosed please find a wetlands permit application for 659 Pine Neck Road,Southold NY. Proiect Description: Existing structures to remain: Existing One-Story Wood Frame Dwelling w/ Basement (garage removed): 1,223 SF, 24.1'x50.3' Existing Wood Shed: 94.4 SF, 7.8'x12.1' Existing Rear Paver Patio w/Trellis: 146 SF, 6'-0"x24'-0" Existing Rear Stoop(brought under new patio covering& new step added on side):43.2 SF,4'x10.8' Removal of the following: Existing Outdoor Shower: 32 SF,8'-0"x4'-0" Existing Entry Stoop: 16 SF,4'-0"x4'-0" Existing Rear Brick Patio at Grade:475 SF, 19'x25' Portion of Existing Driveway& Retaining Walls @ Existing Garage: 360 SF, 12'x30' Proposing the following: Proposed 1 Story Addition: 1,313 SF, 21'x61' Proposed Front Covered Porch: 138 SF, 7'X18' -Proposed Side Covered Patio (with exterior-4'W fireplace,3'W grill, 2'W sink, 2'W counter fridge, and --- 3'x8' peninsula): 697 SF, approx. 18'X32' Proposed Rear Patio at Grade (replacing existing): 461 SF, 25.3'x17.5' Proposed Side Covered Stoop (West):24 SF, 4'x6' Proposed Small Additions (West): 25 SF, (2) 2.5'x5' Proposed In-Ground Pool: 455 SF, (irregular shape) Proposed Pool Patio: 647 SF, (irregular shape) Proposed Pool Equipment (on base): 19.5 SF, 3'x6.5' Proposed Generator(on base): 15 SF,3'x5' Proposed Boulders as retaining wall:Approx. 4'x10' (irregular) per discretion of landscape architect. Proposed Outdoor Shower: 19.3 SF,4'x4'-10" Proposed Exterior Basement Stair: 64 SF,4'x16' Proposed I/A OWTS:To be installed at front of property. Proposed Drywells (including pool drywell): (3) @ 8'x4' Deep Drywells Approximately 504 cubic yards of earth to be excavated for the proposed addition, pool, drywell, and septic components.Approximately 20 cubic yards to be used for backfill or regrading. Thank you, Adam DeMura Page 1 of 1 Location of action: 659 Pine Neck Road,Southold, NY Site acreage: 1.4 Acres Present land use: Single Family Residential Present zoning classification: Roo 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: AMP Architecture (b) Mailing address: Po Box 152, Mattituck (c) Telephone number: 631-603-9092 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? 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. a Yes ❑ No ❑ Not Applicable There are multiple houses near this property that also have in-ground pools and covered patios.Proposed work will enhance community character. Pool will be placed farther from wetlands than what is required and situated on the site with new landscaping so it will not affect the wetlands area and will likely not even be visible from wetlands. 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 RI Not Applicable There are no historical or archaeological resources on this property. 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 Proposed work will not affect the visual quality or scenic resources. 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 0 Yes ❑. No ❑ Not Applicable Proposed work will be in accordance with the most up-to-date construction codes and environmental conservation practices. 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 Proposed work including drywells and new I/A OWTS systems will hold and/or treat potential runoff or wastewater,therefore protecting the water quality and supply in the Town of Southold. 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 The quality and function of the ecosystem will not be affected. 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 Proposed work will not affect air quality. Attach additional sheets it 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 RI Not Applicable All waste will be controlled.All construction debris will be disposed of properly. 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. ❑ Ye❑ No❑✓ Not Applicable This is a private property that has no public access and the proposed work will not affect neighbors. 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 Pronosed work is on a private site 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 ` Proposed work will not affect marine resources. 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 0 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 Anthony Portillo TITLE Architect/Applicant DATE 11/29/23 AM P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build November 29, 2023 Re: O'Reilly Residence 659 Pine Neck Road Southold, N.Y. 11971 SCTM#100-70-5-31.1 To Whom It May Concern, Enclosed please find a wetlands permit application for 659 Pine Neck Road,Southold NY. Project Description: Removal of the following: Existing Outdoor Shower:32 SF,8'-0"x4'-0" SIDE Entry Stoop: 16 SF,4'-0"x4'-0" Rear Brick Patio at Grade:475 SF,19'x25' Portion of Existing Driveway&Retaining Walls @ Existing Garage: 360 SF, 12'x30' Proposing the following: Proposed 1 Story Addition: 1,313 SF,21'x61' Proposed Front Covered Porch: 138-SF,7'X18' - Proposed Side Covered Patio:697 SF,approx. 18'X32' Proposed Side Covered Stoop:47 SF,3'x6' Proposed In-Ground Pool:455 SF,16'x30' Proposed Out Shower: 19.3 SF,4'x4'-10" Proposed Exterior Basement Stair:64 SF,4'x16' Proposed I/A OWTS:To be installed at front of property. Proposed Drywells: (3) @ 8'x4' Deep Drywells Approximately 504 cubic yards of earth to be excavated for the proposed addition, pool, drywell,and septic components.Approximately 20 cubic yards to be used for backfill or regrading. Please contact our office if you have any questions. Thank you, Adam DeMura Page I of 1 V E DIE DEC SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-70-05-31J SC4LS� 1*-40' LILY 28, 2001 WdJARY -MY 29, 2022' '7%2 Na MAY 18, 2 �1�fI4r I 0=1 r) la vwr 4:4 MIT t j Lop Z< 12,6 VICAL DROP 44,07 HORUCUTAL 12'/44-0.27 OR 27X uw re_ �yv 6� AS ly 00m). . ry 31,31, to P vp ------------ -- �7 — - 7 '75 8 32§83 r1j 0'7*30 70-76! t SAY ",R*AMEA t,-, U-�u , 01 �Q ce C3 owl *W)AM ovPRrs% ic loxw A1 Sj Ihm. 16Z N/D/F MARK E OSMER'. x11"W3 Nxit V.1t., Kft. 20.00' KEY i Ku .. sr PINE rAA NECK ROAD 112A-uw Pxc rr I"nA. Im ELEVATIONS REFERENCED TO N,A.V.�[ 1988 MWE&I Affr VAW FOR IlasIVAP 5"MAP OR COMS OfAR W W um wa 010 0 WfOW-14&VA TURE 1"EMS 6000N 9 Amb .1 Nc ka Will.-Of MY ALYWA77W OR ADC417CJ4 70 Ir"15 QLAW1 AREA■W.056 8F TO-nE UNE 170H 720CF FRENEW VD?, frfouc=Aw. pla oox kv yr cr&EC nX CERNICA710iS 1.447 ACRES "30 Minor bfu,pr ASPER SCCUON=9-SU&MISCH 2, UL r SIWT Fo—i-204 y All e .s . 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LI_I AS SHORT RETAINING WALL - '4' SWIMMING POOL POOL PATIO POOL EQUIPMENT EXTERIOR BASEMENT STAIR cc --_- _ Lu SSB°O-I'OI°E ZAPPROXIMATELY 10'x4' d FLOOD ZONE AE(EL=6') o _ 1 ' ' ' ('7 (rIE LINE) _ EXIST.4'xlOb'wD. ro� :� �- OL�y PHOTO < OUTDOOR SHOWER, PATIO @ GRADE, I/A OWTS, GENERATOR, AND DRYWELLS. Q � - ---- 142.21 ��� ----- -O - 2 a _FR.STOOP --------- o - -- WLF 1 - --- ------- ------ _ _ - � FRAME----- -2 ' 8' - '' # d ra 8 EXISTING ONE STORY WOOD FRAME DWELLING W/ BASEMENT, WOOD FR C m F#3_____ _ _----F-- -----_-_ _ F*5 - ------ 0 0 A !�' SHED REAR PAVER PATIO W/ TRELLIS AND REAR STOOP TO REMAIN. _ a '-� m 4 WLF><2 - ------------ � ----- -- ------ ' FLOOD ZO 6 ----- 1� NE( a d�// ANK _ I z E) �6_ o_ - - 6 PIER _ LINE - `/�•�'� _------ -Wa-- --�"" -----� ___ j- E - -,-- X a PATTRELLIs PROP.SMALL7PAno ,,, #, 2 •CO C�Y'� 9" C -'--� .8 - BOULDERS A- PROG O NQ 'F_ . GO-m-OF-EXI5_.�_ RETAINING O CRO �,0SEPTIC 5Y IEM� I"HAY BALES AND/OR 9 A N SsTEMt PHOTO- 1 EXIST.I-STORY Ate" axlo' I 2ss O m (9 PIER LINE , - SILT FENCING STAND 50 �� EX TOUT DWELLING w MODIFIED TOQP F �c�E� CREEK a 4-0 (O\1Oc�I•� ARDS IS I / Q GO / PROP,PATIO® GRADE * sHorER TO BE BASEMENT - 1 O114 ` (( REMOVED F.F.EL�19 3' -OUT sHbWER EXIST.PAy l � ¢I(,� PROP.Gov. GARAGE EL.=11b PROP IER LIN d'STOOP ~� TO BEI STooP4kb' (ENTRY LANDINGEU10�_OTO BE REMOVED -= n n - REMOYa v) tD IJ A K FRIDGE,GRILL, 070PROP.ADDITIONS X_f d _O PROP.ADD. FJ(IST.OIL TAN FP.d PN (2)2S'x5' t-d ILO H o SINK, d FIREPL GE o11 PROP.SELF�PIEfZ LINE 2 I (2)25'x5' LOCATED WITHIU)IK 1L Q m ON PATIO CLOSING GATE I OTO #I BASEMENT _� IN 'FROM r �/- PROP.COVERED � X U 0. OUT ry It" O V ST OP 4k6' c {pR j I PROP.4'POOL P �J _ ENCLOSURE FENCE � � O LINE loo'FROM RI Y d \ \� IDO'FROM MHWM _ �� FLAD W�LAND I SU6IEGT PROPERTY U -- AaNING ����� \\ _ PROP.I-sroRY wD.FR. , \PROP I STORY \ 100'FROM FLAGGED WETLAND TEST ADDITION w/BASEMENT PROP.4'�iIGH �o 12 MOVED \\ ADDITION \\(V - o ti HOLE NER DRAIN PAL 2 \ \\ \\\\l I I \�\\ _ BASEMENT STAIR , EL.=13.1' (5 BEDROOMS TOTAL) 0 TO DRY V�LL E f •rc. �J %♦ 5 2S' PENCE EXISTING WELL(FOR �.♦ n - srAIR,' / a� ; GA. _ PROP.POOL PATIO r IRRIGATION ONLY) I" I ��' I U (IRREGULAR i PRO lo' ' �`/.PORCH �rjry#- SHAPE:bn SO "` '. sd• / ) C O 0nn� LG.SWIMMING POOL \` I #- ry et (� ^° C + V \ MIN. PKDP.`� I \ "y ♦�D�I,1 I- eusrea nvE ♦ j�5E. O (IRREGULAR SHAPE:455 5F) I y �Llm'q 4 ------o.\` n R HAY BALES AND/OR ` I i z_Q F POOL Q ° m 14____♦ �n 3 SILT FENCING DURIN tf o i ° J O O VLL Q ISr.vfL` c n n` CONSTRUCTION d I J I- ALTERED 70 `, N DhELLIN6 W � �\ ' -- /` \ IRRIGATION \/ _ ----`\" J I w•ii iEFRNLY- ° WATERC LOCATION MAP n o 100'FROM TOP OF SLOPE MIN t 1 POOL EQUIP.W/SCREENING I f 1 1 d Q APPROX.Vxb.5' i i- # N ?�'` PROP. AOO \ _ o ♦ oriyrrsA REo1TTE �`� SCALE: NTS RRE LAR - LINE 100' PANEL; To I P-POOUND I6' J SH PE: I7 5F TOP OF SLOPE REa.D ; WI P I ♦� I 9 O 455 5F. ' PROJECT /ZONING DATA PROP.BURIED b' t 20"m i ♦♦ TAX MAP# 1000--T0-5-31.1 'P PROPANE � y I (9♦-"- TANK - PACKING POL DIST. , "_ # j.� P�Oo!N ♦ oiNrMNNG !�2 _ ° ZONING DISTRICT R-40 CON. 10' \\ 7L� tS • ` I' ./_ s ' d ♦ MIN. ` LOT AREA 1.4 AGRE5 N d' \ MULCH PATH LIMITS OF CLEARING,CRADIN6, % 0-N. to E.P. AND&ROUND DISTURBANCE "" `-� S o ♦ CofO -ONE FAMILY DWELLING NO.3552 Z AUG.24 Igb'1 LIMITS OF GLEARIN,GRADING, �\ ° Nb1 t AND GROUND DISTURBANCE \ �' ` ♦ ° - \ - a L.P. PROP Pool FEMA FLOOD ZONE X d AE6 \ ,� d d` PRO EQUIP.3'x65' . •° EXI5TING TREES ♦ ," d ` WETLANDS DISTRICT PENDING L.P. TO REMAIN t�YP� ��� ♦ 0 -"" `r' d SUFFOLK COUNTY HD APPROVAL PENDING ? NEW WATER LINE N \ u PROPANE r ` ° Cp ♦ \` \ R `d •P. d d ° 6ENERATOR ,� LOT GOVERAGE DESCRIPTION(FOOTPRINT) AREA %LOT `O ° d '�'30� NG� {�' � ♦ �� PRlivni-E WELL �a o °°>V'S, d ♦ LOT AREA(LANDWARD OF COVERAGE 2.,(,j` o \ FLAGGED WETLAND)LOT TOTAL bo,T 12 S.F. \ '\0.1v / I "/ ♦ � p`4r `�• � ' �� .° ♦ 63A56 S.F. ° ``��� e d o d \ EXISTING HOUSE 1,223 S.F. 2.0% EXISTING SHED 14 S.F. 02% PROPOSED ADDITION INCLUDING 1,315 S.F. 2 25p, EXT.STAIRS d OUTDOOR SHOWER ♦ FRAME SHED /' O PROPOSED COVERED PORCH 155 S.F. 02% F(EXIS IN6� �/./- \ \ EL. I4.q' t ° a , PROPOSED POOL 455 S.F. O.!% z PROPOSED COVERED PATIO bg?S.F. I.I% t016- a PROP.COVERED STOOP d (2) V 4q S.F. 0.1% V1\ I / 0 SMALL ADDITIONS ON WEST SIDE O \ y-y- r' J d ♦ EXI5TIN&REAR PATIO W/TRELLIS 146 S.F. 02% w PROP.REAR PATIO® GRADE 461 S.F. O.8% Q �\ PROPOSED SITE PLANIZ ,�e ° o� t �1' EL"2a2'` PROPOSED POOL PATIO 611 S.F. 1.0% d ' PROP.POOL EQUIP. +GENERATOR 35 S.F. 0.1% \ \ �o SCALE: 1" = 40'-0" N� EL.=I48' f /-/ ek - \ TOTAL AREA OF ALL STRUCTURES 5221 S.F. 8.6% **MAXIMUM LOT COVERAGE ALLOWED -20% PROJECT: \ ` o a - - Is.. REQUIRED SETBACKS -MAIN BUILDING OIREILLY Q ; EXIST.Tbk12.1' �- !j� I' �' �!,f REQUIRED EXIST. PROPOSED COMPLIES RESIDENCE NEW WATER LINE ` ♦ 3 li (DRY BLDGJ �FR.SHED - J - _ ♦ ♦ © FRONT YARD 50.0' 249.5' 226.8' YE5 ALN_iTA4Y PIPING BENEATH DRIVEWAY5 ` APRIL 23,2022 \ \\\s``\ \ ; -/ 5ANITARY LINE SHALL BE DUCTILE IRON PIPE ` 659 PINE NECK ROAD BENEATH ANY TRAFFIC BEARING AREAS 4 9+ FEB! ED 2 2024 I SIDE YARD 15.0' 70.6' 485' YES TEST HOLE DATA \ ` \ I -/ EXTENDING TO ADJOINING SANITARY -> - SOUTHOLD, NY 11971 MCDONALD GEOSERVICES ♦ ♦ /,OO'Y` STRUGTJFZCS/BUILDIN6 CONNECTION. BOTH SIDE YARDS 55.0' 155.0' IOOb' YES O♦ i - kg POB 1258 \ \� \ ` t�3• _ ..• - -__ REAR YARD(TIE SOUTHOLD,-16 5 Ilg1l o♦ �' u.,'1r. ! : '!w,rn so.o' S5.6' ss.b' YES DRAWING TITLE: (631)765-36?7 \ , � �! EL=165' _ i LINE) - -- MGDGEO®GMAIL.GOM ♦ O \ ♦ i DhELLIN6 w/ Prv!'d of Ti"!I'�+<-?r - \\, PUBLIC WATER - FLAGGED 100.0' 3b.i' 38.7' No SITE PLAN WETLAND ZONING DATA OL DARK BROWN LOAM \ \\ , DWELLING w/ ` \ , EXCAVATION CALCULATIONS I O' - ♦ PRIVATE HELL ♦ ♦ HOUSE EXCAVATION; 5M BROWN 51LTY SAND \ \ \N \ ` \� 3.0' - ♦ N ♦ �� \\ ` 1,24-1 S.F. ® &'-&" AVERAGE DEPTH = APPROX. 508 PAGE: ♦ \ `,'p � CUBIC YARDS ♦ ` i� ` POOL EXCAVATION; N \ 455 S.F. ® 5'-6" (AVERAGE) DEPTH = APPROX. 15 T-1 �\ ENLARGED SITE PLAN WITH LA�ND5GA�P I NC d GUBIG YARDS SCALE: 1" = 50'-0" PFIMEE9AOND �♦ � 75 S.F. ® bs65 DEPTH (I/TEM AA OWTOS�TANK) + =DATE- 31/24 1 OF 5 SITE LAYOUT NOTES: ♦ `, NOTE: DRAINAGE SYSTEM INSTALLATION NOTES: 300 S.P. ® 4'-O" DEPTH (LEACHING) = APPROX. 65 \ ♦ NEW CONNECTION TO I. THIS IS AN ARCHITECTS SITE PLAN d IS I. FLOOD MAP DATA FROM SURVEY . A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS 8 e• 5US ECT TO VERIFICATION BY A LICENSED MAP#:3610300I66H CUBIC. YARDS ♦ \ ` ' PUBLIC WATER / SURVEYOR. THE INFORMATION MAP DATE: Oq/25/200q WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC REPRESENTED ON THIS 51TE PLAN 15 TO THE FLOOD ZONE X d AEb COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE DRY WELL EXCAVATION; C ARCHITECTS BEST OF KNOWLEDGE. 150 S.F. ® 4'-0" DEPTH = APPROX. 25 GUBIG YARDS 11.2' � ♦� ♦ i"/ EDGE OF ALL FOUNDATION WALLS L y' 2.SITE PROTECTION/SILT FENCING TO BE , 2.5URVEY INFORMATION WAS OBTAINED INSTALLED AS REQUIRED BY SOUTHOLD A MINIMUM OF 5 SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 0 FROM A SURVEY DATED MAY 18,2025 TOWN. CONCRETE SLABS AND PROPERTY LINES AND PREPARED BY: PROPANE TANK EXCAVATION; C' -A 6 • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL „ r-'r 3.SURFACE WATERS OR WETLANDS ARE 80 S.F. ® 5-O DEPTH = APPROX. 15 CUBIC YARDS µ1; ,, ,', 0 WATER IN PEGOTA SURVEYORS,P.G. SP, PALE BROWN � \J� LOCATED WITHIN 300'OF THE PROPERTY. �° I _ ^) Q \ N.Y.STATE LAND SURVEYOR FINE SAND P (J LID.#04gb18 DRAINAGE SYSTEM CALCULATIONS: O� N P.O.BOX 0 4.ELEVATIONS REFERENCE NAVD IgbB NEW ROOF AREA= 2 321 5 Ft. + NEW POOL= 455 S Ft. LAND EXCAVATION TOTAL = APPROX. 504 CU. YARDS �- /' Oj°��` 0 1250 TRAVELER STREET 5.LANDWARD EDGE OF TIDAL WETLANDS 21 & S Ft. X O.I-1= 471.G12 Q 0. SOUTHOLD,SOUTHOLD,NY IIgTI A5 DELINEATED BY SHAWN M.BARRON, Gl EXCAVATED DIRT TO BE REMOVED WITH A SMALL '9 05 IQ (631)?65-5020 4-II.cI2/42.2= 11.2 VERTICAL FT. OF 8 DIA POOL REQUIRED IMENITS 6RROUNDHATER BARRON ENVIRONMENTAL PORTION BEING USED FOR BAGKFILL. �F N�L'\A ENCOUNTERED 11.2'BELOW APRIL 20,2022 PROVIDE (5) 8(P X 4 DEEP DRYWELLS GRADE V, — — — — — — -- — — — — — r----------------- ———— PANMR Ano I o] I �,Im Lle� I omr.MOW I e3o"r. Doer. ��P'� A7pper I w 77YU6SYH D_H 44,Mi 1 PIG. 211* O" W DH w J C6 I I 4- N F Em2L F s I I 8a a �n I I 5TOLIP +� ofLr1>-(D I I 0 DmZO cc(9-se"t EXIST.GREAT U r I Ism >1x :3 N eLe P I I 1TRAY) I 0 0 mp.,..., r I F — �+ Imo. I Q -d20 POOM Sn Is ffir� W O F - _ Iy FraL ' , EXIST.FiEGFI. I HID RDOM ° w+ I I l II i �� Fir" V i ; -J, r..-_-_. 0 m Ol -� .._,.__.._._.�._.._�IJ — 4-j m6n I n ;.,, �, ! F E B - 2 2024 ;: - ! t - U �aanNe cotomote o4.l4aou E2asr. CD I r. L OMA°C IX7i01t i NATGH� LV-J Q LVJ '+/MEATS � ,WRFiNl91t® 7 u F O F -4A#WAnv- -or y fb. - 1hI51@� OIL TANG PM8 DON. DOeT. GCDT. t.JMT. 21b"N"MOM 4bRO0"eLvm 2'611"4711 DH GEGT. ODN"4TH DH pvrm 0 5 SO 20 0 5 10 20 EXISTING BASEMENT PLAN HICSCALE erg•-1-0 EXISTING FIRST FLOOR PLAN G PHIC CALF �8^d'-0" 646 S.P. HABITABLE SPACE SCALE: 1/6'`V-0• 1225 S.F. HABITABLE SPACE SCALE: 1/6•' r-0' El El W _ o U lot HalI PROJECT: ' nLjLJU 0 REILLY nano RESIDENCE nnnn EXISTING EAST ELEVATION (RIGHT SIDE) EXISTING WEST ELEVATION (LEFT SIDE) 659 PINE NECK ROAD WALE. 1/6'= 1:-0. SCALE: vs• r-0• SOUTHOLD, NY 11971 = DRAWING TITLE: EXISTING FLOOR PLANS EXISTING ELEVATIONS PAGE: 0 - T-2 D DATE:01/31/. 2 OF 5 LI J L# ]11 Ono 0 _ C pQ EXISTING SOUTH ELEVATION (FRONT) i SCALE: 1/8' V-0' f II EXI5TINO NORTH ELEVATION (REAR) pop SCALE: 1/a•• r-0• OENERAL SY�SOL <E)' : _ EXISTING TO BE DEMOLISHED WOOD FRRAME (L.G. 5TL. EXISTING TO REMAIN `` WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL uj 5TL. WHEN APPLICABLE) J c NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUCTURAL Q POST FOR 4" HALLS bo .G. STL. m HOOD FRAME (L WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL — POST FOR b HALL5), U.O.N. =w}- NEW 2-HR FIRE RATED HOOD FRAME (L.G. 5TL. T U WHEN APPLICABLE) X ACV O O+J I O m CD -J CV O cc Q -a20 DEMOLITION NOTE: PROVIDE 5HORIN6 AND SUPPORT TO ALL AFFECTED - STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT #s' OF ANY DEMOLITION OR CONSTRUCTION. Ip n 70 FEB - 2 20� � �; ._ TEMPORARY 5HORING/D �I EMO SEQUENCING NOTES: 24 { nU I. INSTALL TEMP. P05T5 d GIRDER PER DEMOLITION �F W W PLAN d PER DETAILS. -,,,, 1-;-` "" 2.REMOVE EXIST. GIRDER. 4-1 5.INSTALL NEH GIRDER PER PROPOSED PLANS;SECURE EXIST. FLOOR.JOISTS TO NEH GIRDER. - -T '-"- � C 4.REMOVE TEMP. P05TS d GIRDERS. 0) .�0 r Q ❑ ❑ ❑ EKMT, 1PA10M PATIO I=*/ AllovE CmM SIIAY EXIST.ow TO OE R@10vID •�� ///���raaTION Or KN-L -- / ro Q RO•IW19 _ [ PA_ — I Fri r I RO.Q'.ATE SIA n11n TRAY L==� !\ �i `T Or.RM fir.M,�,, �LL � III e"T.RALM ro BeE[RQADVN TO w MHVb w� f W I I' TO OC I"/WID E�9T' 1 1 11 I II'D•GIB. I I AT MODIR®STOOP I/II P-OO" I I EIOOWSr.O SHOPeM I HSflf. ' MFEW v!1 IgST.MNSHM/ORY9t TO R DC4oLILIm l r----� --- To EE R@17vID I COST.WIPRV EIOST.NItQV I I l r I I TO SIR Itm4ovID TO Be R@CVm 1 I L J I r— b_==_d6_==_d ❑ 'L__ __ PYlcr Ey5T. EmSL rXlAr.:L.Room Ploom �1/ HIHf. l� �p O u' U DOSr STOUP III I TO E!OMOLIS!®l\ � III \ EMST, To BeD03f.HV1 RAW.KNOCK LU ------- RS. TOIEREMO Q STOOP ! � 4FYl �ar Ir i � EMT. 1 \\1 H=Q I I _ DOST.BATHROOM fb 11 � � __-_-1 " roEEDEM01J9 PROJECT: ro l!E DOtraLYlm �; ----- ------ - -- O'R E I L LY II I II I FYI RESIDENCE -IMCAT®- `JI-4jwmt*�- DOST.H/OOYi MOST. roQRO^IOJm ''nI{-, I TO awe DOOIL9 II I �11I'---Jr'/ romREMOVm 11 1 Ewsr.ww�aT 11 I „ I 1 I I 659 PINE NECK ROAD II I Q I@•101m 1 Exl@L TO I I „ ----------- II I I ' I ES26�f1 I I „1 II I ,1 I I 1 FYlar SOUTHOLD, NY 11971 II I � , 1 I E I I 11 i I "I I I ro s Ita1WID E%IST.S illov R7OR ro EE RISIDJED afar. ou.TAHc m eE�Da9 DRAWING TITLE: tSQ nxu rAra I I ---- --r--- ----------- ---- DEMOLITION PLANS ----�- ------- -----�--_=s------- v4NDON - /I TO fiey E10Sf.N100Y1J -- CW7f.M1'OYI -------ISOSr N1COW ro EE RBAOJm TO BE REMOVED ImaA,E TO E 1@4O•ID nZ T.METER PAGE: PROPOSED BASEMENT DEMOLITION PLAN PROPOSED FIRST FLOOR DEMOLITION PLAN T-3 SCARF.Vb'• V-0' SCARF,1/6'R V-o' 0 5 10 20 0 5 SO pp DATE:01/31/24 3 0 F 5 GRAPHIC SCALE REDa act' . n. N� O F NE GIENE AL 5`r'1 BOL <FY : %A1 - NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED __,•__ I �j � WOOD FRAME (L.O. 5TL. r ( r I -, a WHEN APPLICABLE) ! _ `I'; yJt L� Q EXISTING TO REMAIN I E�..�;I w NEW HOOD FRAME (L.G. NEW FOUNDATION HALL i`f I; ( 1III j J p 5TL. HHEN APPLICABLE) ;i ". ! F E B - 2 2024 d M � cm NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL )__ El P05T FOR 4 WALLSttown 0") HOOD FRAME (L.G. 5TL. I r , . - -p -0 WHEN APPLICABLE) (MIN. (2) 2'Ixb'I STRUCTURAL � i .'� I �:,':,e0__ POST FOR 6" HALLS), U.O.N. L- O� NEW 2-HR FIRE RATED ap •C'-ZO , , HOOD FRAME (L.O. 5TL. >, mw- X cU N HHEN APPLICABLE) po O p O M C-0 -J Nd c� El El ❑ Q �d�0 PAVBt PA710 ( l J W DWJT.ADOVG rJ�(IDT. I I O 70 DVLn 2v"DH 447 OWN M. 2'3',M H DN. � J L 1 I 4DyasT. 7T°G7r T— (D}� nnU'' •�My�� araT o I I I I g W W 1 I I I I STOOP 4-j AMomRH. -,a Sr. e i I e^ i i PATIO• VENTILATION I PROF. Fj U MOMTA ar. as Dr. , A,G I G I I ExIST.eFeAr I L ao� D a�ePN I I I Q rn Rm7 .7 Sr.sr. 146 Sr.sl. - �� I I 2'-s' TRAY I ` •v/ - , CeLm i It _ - QecO - --- I i a°root L. J------- L i.J' I ®® � •�'ll� I O O I F aK. 2V E?�27: O IROOM ROOM - b,•Cld. I I I 1� ❑ I - - e I f I I , I I rRGP.WLT-m , d I I it I PATIOAACOVEall I ta+LP,: . r + corrAGr ebcr I 5 In PATIO L JRr. -om sr:. 2w r NATURAL L16HT• VEM7LA4-4 KATVRAL LTION ICW+ VENTILATION p I r4OVIrl® 11 11 IP{ . . I I :' I b°!• 2 SImo. ar.rRay. ! L I I •Roo ar.PRA/. I 4 ,a 91 L 8 Ir 7a ar. as ar. {-2w r J J 7.7 Sr. IOb sr. - 0 (a}� L-V- Dssev vela ac m yew I 2 a OPOS F I r RGav ae sr. Da Sr. n 4 �� DasT.2"1 r-L I I n�VENTILATION b mmFI® •b•Oa. I I WEA 25 SP. Nsi i wav 4 cla �L _ sr.Rm sr.rwv. v Ib0 .gTffi�E Lr12 sr. WA ar.K�Nnl� I I Db ad.. 11.7 sl. 1 ® S '17 al. 4 rROWs®MREPLIg I 1 I ------- ----- --- - I ; rravoe :. — — ——— — Ib �. r------------- - — Ac�r_•e — ------ -- ----1 p' a In 4 Q GD IN 12 v w I IOs >(D< 7CF) 0 los to Moog � ° B&THROOM 4 �4 aura aac I e O I (7 I I PROP,Net PROP.rxs I -u�,Naleo- I I I I o I na.„gxr F JS�-.IH 7 I�Km Q D w 215 D 2,0 OP. Q I I "�,•• f=m GorTa+or vRorreo eow I I I S_ - — — - — — �, *V� cc+LmD.. o PEW PROP. I-I I-I -I I W I Ito Lrte ar Rroee i\ R I I i .• I I I p o los I I l?J � n�� '°2 - - - - 4 I o I / I \— L°1ri�ne I .i I Lee Or LOPreD n^ I - 2041 I S I - _ ( PROJECT: i' 4 I s s --- Z O'REILLY RESIDENCE E----------------------I . I I II 3 300D PRDP. ACID D p T�aLaI M®AL a N,� L------- J — --- - --- L—————————— — J D 4 AV" A� 206 4 1Poorvrun r --- --- eWESTOWPATIOAao%.t 4 4 A 659 PINE NECK ROAD---------------- SOUTHOLD, NY 11971 L— sore rmnN J I a T e �a 214 ..- r — I j Z R[11X.ATC D0a71N9 CLCGTRIG 1•Efnt Y 13 DRAWING TITLE: 4� PROPOSED FLOOR PLANS I' PAGE: PROPOSED FIRST FLOOR PLAN 0 5 10 1,8_l a T-4 20 mmon 0 5 10 y0 APHIC CALE PROPOSED BASEMENT PLAN GRAPHIC SCALE 178'-1'-0• 2470 5.F. HABITABLE SPACE; 24-10 S.F. OR055 AREA SCALE. va•-r-0• 646 S.F. HABITABLE SPACE; 24-10 S.F. GROSS AREA SCALE: VW•r-0• DATE:01/31/24 4 OF 5 1 fe '' B -S �a- ■'9?. 74 Cam �0F e\t