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HomeMy WebLinkAbout106 Mulberry Corp West Lake Association, Inc. Board of Town Trustees October 8, 2025 Town of Southold 54375 Route 25 Southold, NY 11971 Trustees, ( C I am writing you regarding the wetlands application before you for: 106 Mulberry Corp, 750 West Lake Drive, Southold, NY 11971 - (aka 1000-90.-2-1) I represent West Lake Association, Inc. and would like to share our thoughts on the project. As a community,we have little objection to the applicant constructing the proposed house, on the property they own, as shown on the plans attached to the application.We do have a few comments and questions regarding portions of the project. First and foremost: It is imperative that the community retain access to channel and lake via roadway easement without any restrictions,fences or barriers—temporary or permanent-that might prevent access by any of the local residents.This is a unified concern voiced by the community. Second, during the bulkhead construction the Marine Contractor took liberties in spreading out sand, as much as 8"deep outside of the applicant's property.This already restricts access and was never part of the original permit. Restore roadway easement and adjacent town designated land in front of dock to original condition This excessive sand must be removed immediately. The Rodway Easement and Town property returned to its original elevation of 5.5'(as noted on the original survey drawing) and re-graveled to the original condition. In addition, we would like to request: o No homeowner vehicle Parking or any storage on roadway easement or town land. o Modify the Site plan to reference any portion of the easement as"Roadway"and remove any references to a"Driveway"within the easement. o Hold retaining wall height to 24" along easement, as measured from the original elevation of 5.5'and provide vegetation inside the property line and in front of the concrete wall. o That the proposed house plans represent the maximum size permitted for this site, including the top of ridge elevation. And I would appreciate asking these questions? o Asper the Architectural Plans, the reference to Natural Grade is shown at Elevation 7.0' yet the current property elevation essentially matches the surveyed height of the Bulkhead which is 5.5'.Where is the Natural Grade as per the Town Code? o Should a Non-Turf Buffer be included along the Channel Bulkhead to Protect the Environment? o Can ALL Non-turf buffers be vegetated with Natural Grasses? o Can the plan define locations for all mech equipment to the East Elevation? Including electrical/cable service connects at same location? The WLA previous and current concerns exist because of the sand runoff of the applicants property into the channel.We recognize this is a very unique site.We appreciate that the applicant prepared the site with a new bulkhead. Had the Applicant exercised an opportunity to apply to raise the bulkhead height slightly,which is consistent within the DEC and USACE, It may have helped the grading issues and kept the significant earth/sand and water from running off the property into the Channel during significant storms. The Trustees can and should mandate that any sand or earth directly adjacent to the bulkhead be 4-6"below the top of`C-Loc'so the Bulkhead can act as a curb to prevent water runoff and sand runoff into adjacent waters. In conclusion, as a community that does not have the support of the applicant,West Lake Association. Inc., having accepted the responsibility to keep the channel at a proper depth, it would be helpful to include a C+R that any future runoff of solid earthen materials from this property into the channel be cleaned up (aka dredging) by the current and future property owners- at their expense. Regards, Ken Quigley President- West Lake Association Inc. Cantrell, Elizabeth From: Matt Ivans <matt@southforkenv.com> Sent: Wednesday, August 13, 2025 1:15 PM To: Cantrell, Elizabeth Cc: Hobson, Thomas; Matt Ivans Subject: 106 Mulberry Corp. Good afternoon Mrs. Cantrell, Hope all is well. With respect to the above referenced application, scheduled for tonight's Town of Southold Board of Trustees' public hearing, please note that we wish to adjourn this matter to the first available meeting in October, 2025. The reason being is that we are unable to have the survey updated in time showing various information as requested by the Board of Trustees, as well as additional information that we believe helpful for this matter. In that you are in receipt of my e-mail this morning containing the Affidavits of Posting & Notice, kindly formally open the public hearing and immediately adjourn for the requested October meeting requested above. Please confirm receipt of this e-mail when you get a chance. In the interim, I will mail you the originals of the Affidavits of Posting and Noticing, along with the original Certified Mailing receipts. Should you have any questions, please feel free to contact this office at any time. Thank you as always for your attention and consideration. Take care, Matt Matt D. Ivans SOUTH FORK ENVIRONMENTAL CONSULTING LLC P.O. Box 2000 - Bridgehampton • New York • 11932-2000, (631)212—0532(office) (51 52T-4290(cefl matt@sotithforkenv.com Cantrell, Elizabeth From: Matt Ivans <matt@southforkenv.com> Sent: Tuesday, August 12, 2025 6:21 PM To: Cantrell, Elizabeth Cc: Matt Ivans Subject: [SPAM] - 106 MULBERRY CORP. - Updated Project Description Attachments: Moy-Updated 8-12-25.pdf Good evening Mrs. Cantrell, Hope all is well. As per your request, please find attached the updated Project Description for the 106 Mulberry Corp. project. In that the formerly authorized bulkhead, jetty and dock reconstruction have been completed, these specifications have been removed from the attached Project Description. Consequently, the updated Project Description only specifies for the upland improvements (i.e., house, deck, driveway, parking areas, I/A OWTS and retaining wall). Please review and let me know if you have any questions. Take care, Matt Matt D. Ivans SOUTH FORK ENVIRONMENTAL CONSULTING LLC P.O. Box 2000 - Bridgehampton - New York - 11932-2000. (631) 212—0532 (office) (516) 527—4290 (cell) matt@soutliforkenv.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i 106 MULBERRY CORP. Property Situate: 750 West Lake Drive • Southold • New York • 11971 SCTM #: 1000—090—02—001 Applicant proposes to renew/supersede the underlying Town of Southold Board of Trustees Wetlands Permit No. 9873, issued April 14, 2021, which had allowed the following: (1)Construct a Two Story, Single Family Dwelling (25' x 42' 4", ± 1,058.25 square feet) with attached 7.3' x 48.2' (351.86 square feet) Deck on south & west side of dwelling; (2)Install a 25' x 6' (±150 square feet) Stone Driveway, a 12' x 20' Parking Area on west side of proposed dwelling, and an I x 20' Parking Area on north side of proposed dwelling; and (3)Install a new Innovative, Alternative Nitrogen Reducing Water Treatment System (I/A OWTS), as well as a Sanitary Retaining Wall at an overall length of 99.5' and a width of 8.0" across the top of the wall. Please be aware that there has been no change to the size, scope and location of the above improvements as authorized within the underlying Board of Trustees Permit. Further, please note that site specific environmental conditions within the lot have not changed since the issuance of the underlying Board of Trustees permit. Please further be aware that the underlying permit had also authorized for the reconstruction of the westerly and northerly bulkheading and connecting jetty, and for the reconstruction of the existing dock. These aspects of the permit have already been completed. is �''i AUG The West Lake Association, Inc. Board of Town Trustees August 13, 2025 Town of Southold 54375 Route 25 { Southold, NY 11971 ........... ... n, } s � r < AUG 1 3 2025 Trustees,... I am writing you regarding the wetlands application before you for. rscnr3r ' U' . 106 Mulberry Corp, 750 West Lake Drive, Southold, NY 11971 (aka 1000-90.-2-1) 1 represent The West Lake Association, Inc. and would like to share our thoughts on the project. As a community, we have little objection to the applicant constructing the proposed house, on the property they own, as shown on the plans attached to the application. We do have a few comments and questions regarding portions of the project. First and foremost: It is imperative that the community retain access to channel and lake via roadway easement without any restrictions, fences or barriers—temporary or permanent -that might prevent access by any of the local residents.This is a unified concern voiced by the community. Second, during the bulkhead construction the Marine Contractor took liberties in spreading out sand, as much as 12"deep outside of the applicant's property. This already restricts access and was never part of the original permit. Restore roadway easement and adjacent town designated Land in front of dock to original condition immediately.This excessive sand must be removed. The Rodway Easement and Town property returned to its original elevation of 5'5'and re-graveled to the original condition. In addition, we would like to request: o No homeowner vehicle Parking or any storage on roadway easement or town land. o Modify the Site plan to reference any portion of the easement as"Roadway"and remove any references to a "Driveway"within the easement. o Can the applicant hold retaining wall height to 24"along easement, as measured from the original elevation of 5.5'and provide vegetation inside the property line and in front of the concrete wall? o Can the Engineer consider a retaining additional wall along the driveway to flatten the driveway to prevent runoff into the channel? o As per the Architectural Plans, the reference to Natural Grade is shown at Elevation 7.0' yet the current property elevation essentially matches the surveyed height of the Bulkhead which is 5.5'.Where is the Natural Grade as per the Town Code? o Can the Non-turf buffer to be vegetated with Natural Grasses? o Can the plan define locations for all mech equipment? Including electrical/cable service connects at same location? In conclusion, we recognize this is a very difficult site. We appreciate that the applicant prepared the site with a new bulkhead. There may have been an opportunity to apply to raise the bulkhead 18"which is consistent within the DEC and USACE. It would have helped the grading issues and kept the significant earth/sand and water from running off the property into the Channel during significant storms. As a community, having accepted the responsibility to keep the channel at a proper depth, It would be helpful to include a C+R that any future runoff of solid earthen materials from this property into the channel be cleaned up (aka dredging) by the current and future property owners at their expense. Regards, -77 .. en Quigley President- The West Lake Association Inc. Glenn Goldsmith,President 'Of F�( �OGy .7 Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples ��l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Dateffime:LVqvSV k E10Z5 Completed in field by: E%-%& rk Pae-oLv South Fork Environmental Consulting, LLC on behalf of 106 MULBERRY CORP., c/o STUART MOY requests a Wetland Permit to construct a two story, single family dwelling (25'x42'4", ±1,058.25sq.ft.)with attached 7.3'x48.2' (351.86sq.ft) deck on south side of dwelling; install a 25'x6' (±150sq.ft.) stone driveway, a 12'x20' parking area on west side of proposed dwelling, and an 11'x20' parking area on north side of proposed dwelling; install a new innovative, alternative nitrogen reducing water treatment system (AI/OWTS); install sanitary retaining wall at an overall length of 99.5' and a width of 8.0"across the top of the wall; and to replace the failing bulkhead on west side and north side of the lot as well as to replace the wood jetty which extends into West lake, consisting of 198.0 linear feet of bulkhead to be replaced along the westerly and northerly portions of the subject property with the following measurements: timber top cap: 2.25'wide extended along the entirety of the bulkhead to be replaced, 9" diameter timber piles, 6"x6" timber whalers, ±6.0' long tie-rods, ±6"diameter dead-men, and the use of vinyl sheathing (C-Loc or similar); the bulkhead return located perpendicular to the northerly portion of the bulkhead to be replaced at an overall length of 11.0'with a 2.25'wide top-cap, 9.0" diameter piles, 6"x6"timber walers, ±6.0' long tie-rods, ±6" diameter dead-men, and vinyl sheathing (C-Loc or similar); the existing wood jetty to be replaced with new 15.0' long jetty with 9.0"diameter piles placed 1.5' on-center alternating between the east and west sides of the jetty, the use of vinyl sheathing (C-Loc or similar), 6"x6"timber waters on both sides,of the jetty, and 2.75' tie-rods; existing wood dock assembly to be removed at the start of the bulkhead replacement and re-installed in-kind and in-place at the completion of the bulkhead replacement consisting of a landward 5'x5'wood platform to a 14.1'x3.5'wooden ramp with 3.5' tall railings; a 13.5'x7.0'wooden floating dock in an "I"configuration secured by four(4) 9.0" diameter piles with two on the landward side of the float and two on the seaward side of the float; with the condition of native plantings along the front of the retaining walls, and that the retaining walls shall not exceed 2.5' in face elevations. Located: 750 West Lake Drive, Southold. SCTM# 1000-90-2-1 Type 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.: Piey 'U'yto- nteA.d o%n Jam -6 irt%mJiaVh/ gdiacu4 dymc.A,rt ke m;i heeA rw ce�nin�r� ,n,a1L s11c�c¢ lvw ae r-hr caned w��h b�Ik ..Te_co S�G'�1M Present Were: --V/G. Gf�Idsmith ✓ N. Krupski v/E. Sepenoski ✓ L. Gillooly ✓E. Peeples AERIAL % EAV ELEVATION VIEW PROPOSED TIMBER PROPOSED TIMBER Scale: 1" 40* Scale: l" = 1' TOP CAP(225'w) PILING c9.0-47 h'C GRADE EXJ 4.y CEIV PROPOSED TIE ROIL J U L 2 4 2025 Southold Town i V � Board of Trustees rr • r, SST ;4 t AKF i W S o 0 r PROPOSED TIMBER z WEST LAKE , Z M C 00 S^• ,k-1 ' ff 04 d }� � ' A4 PROPOSED DEADMAN 06.0"C i I� R•` PROPOSED CORRUC,ATED P'YG if "--.� :. SHEATHING r i LITTLE P E ECONIC SAY i a �?, C v ! E � LO WOOD JF.�171-Y DETAIL (ELEVATION) DOCK .ASSEMBLY DETAIL (ELEVATION) Scale_ I'= IV *XISTINN:C PAN 1SOr A' 13i PROPK]6ED Wi 6Cr TIMUR WA UM TJ `, 1 rRcarosrtxa�o n�araR rrtFs ,�,, PROPMED C ORRUGA'TFD A7M'1 J U L 2 4 2025 SNF.AT1111C Southold Town ` Beard of Trustees 1 i PaoPOST., aT ARFRritkS 'ra raOrc EDCONRUGATET►VINY. SHEA'C'NtNI: t.; WOOD JETTY DETAIL, (AERIAL) DOCK ASSEMBLY DETAIL (AERIAL.) Scale: 1` 'L' Scale: I' .106 MULBEMYGO"PROPERTY ---- Situatc: 750 West Lake Drive • Southold. New York • 11971 SCTMO: 1000 - 090,00 - MOO - 001,000 Drawn by_ R.W. Andersun score: As N��i -__ Suffolk Environmental Consulting, Inc. Date: Comments: P.O. Box 2003 + Bridgehampton, NY a 11932 � 4 (631) 537 - 5160of 3 1 SITE PLAN DETAIL Scale: 1 - 20 r n and AjK rn kk RFAItOVPb n. �4 (ilk k1 Q t the f.OkP1 ind and on- 0 8UI- l`AD lit �7tQAt oE!��f Ea1ST1NC:TIE RODS to - - � � EPLAC E` be REPLACED �;' U 1L. I t (INXIND&IN-PI.AC.E V JUL 20�5 , l_ PROPOSFn C�[)1i1tUGATFA VINYL • wnSHEATHING •' tees N r �{ 7 7 1ISTING PILES(9.Cr�� \ * r' � BULKHEAD DETAIL a " to be REPLACED � � � �� Scale: I" - 2- � �} O (IN-KIND& IN PI.A[ F F-XfSYING TIMBER 16 w C WA E.R(6' x 6')to be RtTLACED I 0' � EXISTING DEAI)'WEN to be r rePU,Ced(IN-KINU& IN- a' A In kind&In-place) a: : PLACE.)(6,0-) i •,�/-•yam,• a " E:XIS'IING TTE R�DS 10 T be O f REPLACED •;r �' (IN-KIND&IN-PLACE)PR 0 r / V a 00, I • o CORRUGATED V � a;r SUF:ATHING - F:3(fS"tING TIMBER WAUR W x 6')to bc 3 %' - REPI-ACED pd - (In kincl dr In-place) 1A l ING P11.1-S E tc►be REPLAC EI) 3 �+ a E ON-KIND& IN.P1AC:I:: .. -" UJ 0 ---- - - - - ---- -- ---- - - v , -- .__-- -_----- -_ — A ---- O uj 00 EL. 14.0= - - —TOP OF FIN. FLO - ---------- ----- -------- ---- --------------- t�-- N EL. 10. PROPOSED C,R DE i 0 I i� EL 1.0- - - NATURAL GRADE- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRONT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ui - SCALE: 1/4" = 1'-0" Of - -- - ---- ---— — -1-� w --- — --- z co Z try — — - --- t1 wcDpc� -__-- --- _ cn z o o Lu Cc 9 Fn 0 ----— ---- - —-- ------- EVoard ;' w U — _ _ — ----- - ----- -- ------ OVJtI Imo. - —..--- — --------- — N steen,, � N .A _-- V J 0 00 - ILJLJII - ' , DRAWN BY: JF 4/20/2019 TOP OF FIN. FLOG n "%'�'.TiY \\ `✓ r. �''''K�,/r''v'��'�.` t ��/ ♦r� � ��"Vr�'J' �'j�r v F/' rl \` `t h��;t�, `v'',I♦j/\�`� E■\1 CAL SEE PLAN Ny Y, EL. 10.0' PROPOSED GRADE SHEET NO: 0 I i� EL. 1,0' NATURAL aRAPE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - RIGHT SCALE: 1/4" = 1'-0" A - 1 i 00 = - -- - -------- - — _= v, V ----- -- IEEI - - - - N p w --- - -- --- ---- 0 cW "� A N W - _- --- O o - IlLi-Jil =Ll 11 iiTILL ILI I I I I I Oo - 1 , L EL. 14.0_ - TOP OF FIN, FLOG O ��Y:,����j���� �h�c �'�,,�`��%�`�, T\�.yfT`�'T��'\✓,,��,�,�,i�/? � �•' ='y!�T\/ tir�����y���n'��`/ y' ��� ��?�,���y �/< '�'�;"�^� PROPOSED GRADE 0 I EL. NATURAL GRADE - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - --- — REAR - - - - � SCALE: 1/4" = V-0" - ----- --- --- - YJ z --- -- -- - ---- ----- -- -- z ° Z Lo o - — ----- - --- W Cfl 0 N 'I 00 «-� U J _ - -- ---- --- -- ---- _ _ I o M ---- —_ ------- -------- -- JUN 17 2025 cn 0 c — - -- Southold Town � --- -- - - ------ -- — ---- -------- N Board of Trustees O -- ---- ------ ---—---- ---- rn N co DRAWN BY: JF OL- — ---------------------- — ----- o, o57g TOP OF F N, FLOOR -- — --- —---- --`— -- 'Ofi�gct4'��� 4/20/2019 SCALE: SEE PLAN EL. Io, PROPOSED GRADE r. SHEET NO: EL. 1.O' - NATURAL GRADE - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - ---- - - LEFT SCALE: 1/4" = V-0" - 2 A ------ 48 I I I 48'—4" ; 9'-6" 9'-6" 9'-6" 9—611 9'-6" 511 5" I I I I 1 I I I I I I 1 W I I ; I I ( ) � V _ tr----------------- -----, 1 tr-------- --------------+ 8"DIA.PILING _ - 1 In lL� I I I TYPICAL - - - - - - ----- - ---- - -------- - ------------------------ - ---I-------- - ----- --- - - ------------------------- - - -- =---------------- I (2)2X12 PT GIRDER ' (2)2X12 PT GIRDER (2)2X12 PT GIRDER 10"DIA,PILING (TYPICAL) Ir'_'1`/' ° ;�; �I ,� III = A I V I II C 1 I Q� I 1 II 0 'X � III Q H @J I N ' II III IWl I / W _ 10"DIA.PILING lC1 (TYPICAL) ^ -- - -- � t v ! - - - 1.4 - - -- I III (2)3XI2 PT GIRDER (2)3X12 PT GIRDER (2)3X12 PT GIRDER (2)3X12 PT GIRDER W O lip ' r I n III F� 'I ill ' rlu LOU II rr1 I 0 - 1 III 1 (� Ii II dll Q O Q ; �Ir I.. I F- tik IIII II I I a !h �I II n iii I I I I n I I i I I N 1 u i I I I 6tr-11" 6'-1111 5'-711 "" 1 I �I'i511 .I.I 511 I° 511; ; =i I II I111 11 III 10"DIA PILING "' 4 2X8 AC DJ 1 Q II I I IIII (TYP CAL) � -- _ _ - _ ----_ __ _ _____ --------h----_---_---- - --_-_-_-__----__--- - _-_- _-- 16"OC IaI InII„'lF a_,_DI.; DIA.PILING (2)3X12PTGIRDER (2) X12 P (2)3X12 PT GI D i _. IIII II �n (TYPICAL) �i u1 3'-54" 3'_5;" 2'-3" 3 -0411 3'-10;" "" J "" DI 10" A.PILING Iil1 911 III (TYPICAL) 10 Lu = IIII i n l l u u Ft n nil nk I II ul I Ir efn uli IIII I III a u 1 , 11 (T I XII 111 1_ l i l i I IIII N I I III I i II I11 III Il li v I 10"DIA.PILING _- ----_--------- -(TYPICAL) .I II u - ------ -- -------- -- -- ------ - II II n nl IIII -- ------ ------ -------- '} - III --------_--—--_-- ------ ----�- ------------- ---------=--- ___ --------------- - ------------------ -------------------- "DIA.PILING (TYPICAL) Bo L L. W M i I e W I (2)2X12 PT GIRDER ----- ,- ------- 18' 0" 6,-4' 18'-0" ----- ---—-----—- a JXJL0 6'-11" 6'—il" 6'111"------------ — 6'-11" 6'-11" 6'-11" 5'-7" �® ( 0 0 511 -- ---: 51' 511 U m 42'-4" 6'-011 0 ?_0 � 0 = M JUN 17 cn � 0 � .� ui co Southol 'Town V' A ------- Bo,.rd of Truste"n �L 0 48 I Q) � PILING PLAN 0- _ TIMBER PILE SPECIFICATIONS to SCALE: 3/16 FE — 1 F—011 1).HANDLING,STORAGE AND FIELD FABRICATION,INCLUDING TREATING OF CUT ENDS,SHALL BE IN ACCORDANCE WITH(AMERICAN WOOD 0 PILINGS ASSOCIAIION)AWPA M4. 2).PROVIDE 10 INCH BUR 8 INCH TIF WOOD PILES.PILES SHALL BE SOUTHERN PINE OR DOUGLAS FIR AND SHALL CONFORM TO ASIM D 25. UNUSED,CLEAN PEELED,UNIFORALYTAPERED,ONE PIECE FROM BUTT TO TIP. 3).PILES SHALL BE PRESSURE TREKED IN ACCORDANCE WITH AWPA C—SOUTHERN PINE 1.0 PCF CCA I DOUGLAS FIR 1.0 PCF AC2A 4).TREAT FIELD CUTS,HOLES AND O1HER PRESENTA1 IONS IN ACCORDANCE WITH AWPA M4, '' ww Y• 5).PILES SHALL BE END-BEARINGT1'IE OR FRICTION TYPE AS INDICATED.DRIVE END-BEARINGPILES TO THE REQUIRED BEARING VALUE 8).PROVIDE PILES OF SUCH LENGTHAS REQUIRED TO DEVELOP THE SPECIFIED SEARING VALUE,TO OBTAIN THE SPECIFIED PENETRATION, f/ ��m„ 1 1 a f � DRAWN BY■ 1 J F CONSTRUCTION NOTES - MOY ANO TO EXTEND INTO THE CAP Of FOOTING BLOCKAS INDICATED.MIN LENGTH SHALL BE 20 FEET ry J d y 7).INSTALL PILES TO THE REQUIRED"ENETRATION,ORTHE REQUIRED BEARING,AS INDICATED,EXCEPTAS SPECIFIED IN ARTICLE 3.04 C AND ,�,✓ A ►� 111 4 '; JETTING WILL NOT BE PERMITTEDUNLESS SPECIFICALLY APPROVED BY ENGINEER FOR THE LOCATION. f 1. PILES TO BE 10 INCH WITH A 15 TON WORKING LOAD. 8).WHEN NECESSARY TO ACHIEVE TIE REQUIRED PENETRATION,DRILL HOLES OF DIAMETER NOT GREATER THAN 90 PERCENT OF THE 4 ^ AVERAGE CROSS-SECTIONAL DIMENSION OF THE PILE ATTHE DEPTH BEING DRILLED,AND DRIVE THE PILE THEREIN TO PRACTICAL REFUSAL ,. ,,,;: �/�0/`0 i 1 DECK PILES TO BE 10 TON WORKING LOAD 9).COMPLETE BACKFILL TO THE REWIRED ELEVATIONS IN THE AREA WHICH PILES ARE TO OCCUPY BEFORE STARTING TO DRIVE PILES, "'..... 10)DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THAN 7 DAYS OLD. 11).DRIVE PILES AT INTERIOR OF BALES OF FOOTINGS BEFORE DRIVING PERIMETER PILES. 2. TOP OF PILE ELEVATION SHALL BE IN ACCORDANCE WITH '2).IF NECESSARY,PROVIDE ADEQUATE LATERAL SUPPORT FOR INSTALLED INDIVIDUAL PILES TO PREVENT EXCESSIVE TEMPORARY FLEXURAL 1 G� c�1Vwr SCALE: SEE PLAN STRESSES OR MOVEMENT OF THE PILE TOP OUTOF TOLERANCE, ARCHITECTURAL DRAWINGS. CONFIRM WITH ARCHITECT 13).MAINTAIN THE HAMMER COAXILEWTFH THE PILE DURING THE DRIVING OPERATION BY USING A COMBINATION OF DRIVING CAP AND LEADS N DRIVING ELEVATION PRIOR TO THE START OF INSTALLATION 14).INVIESTIGATE ANY NOT BESUDDEN ORRELATED O DRIVING DATAORSOM INCIDEOR TINTHE BREAKAGE G,ANDI PILE ILE CAN OTDECREASE TED,SUC RESISTANCE CANNOT BE CORRELATED TO BORING DATA OR SOME INCIDENT IN THE DRIVING,AND IFTHE PILE CANNOT BE INSPECTED,SUCH DECREASE IN DRIVING RESISTANCE MAY BE CAUSE FOR REJECTION OFTHE PILE 15).RE-DRIVE ANY PILE WHICH IS RAKED DURING DRIVING OF ADJACENT PILES,TO THE ORIGINAL TIP ELEVATION. SHEET N O■ 3. X-BRACING FOR THE PILES SHALL INSTALLED IN WALLS 16),CUT OFF PILES AT TOP ELEVATION DIRECTED BY ENGINEER REPLACE OR REPAIR PILES WHICH ARE DAMAGED WHEN CUT OFF. 1B).DEVIATION FROM LOCATION OF FILE TO BE NO MORE THAN 8 INCHES FOR PILES PERPENDICULAR TO THE FLOOR JOISTS AND 1 INCH PARALLEL TO THE FLOOR JOISTS 19)PILES NOT MEETING ASTM D2S REQUIREMENTS WILL BE REJECTED.REMOVE SUCH PILES FROM THE SITE AND REPLACE WITH SOUND 4. ALL X-BRACING SHALL BE 2 X 10 A CQ PILES.PILES BROKEN UNDER DR STRESSES MAYBE CUTOFF AND LEFT IN PLACE IF APPROVED BY ENGINEER FOR THE LOCATION, OTHERWISE THEY SHALL BE EXTFACTFACTED AND REMOVED FROM THE SITE. 20).FIT TIMBER PILES WITH METAL WOES ON THE TIP WHEN THE AREA OF THE HEAD OF A TIMBER PILE IS GREATER THAN THAT OF THE FACE OF THE HAMMER.USE A SUITABLE CAP TO DISTRIBUTE THE BLOWS THROUGHOUTTHE CROSS SECTION OF THE PILE. 21).AFTER TIMBER PILES ARE CUTOFF,TREAT CUT SURFACES IN ACCORDANCE WITH AWPA M4.REMOVE CUTOFF SECTIONS OF PILES FROM THE SITE AND LEGALLY DISPOSE 22)THE PILE CONTRACTOR SHALL HAVE A PROFESSIONAL ENGINEER CERTIFY THE PILE LOG INDICATING THE BEARING VALUES OF EACH PILE A- 3 A 48 8) I I I 3 42'I-4" 7'-10" 13'-4" I 8'-9" 8'-9" 3'-8" PEST W W � V Z -- - O w = AAA �- w DECK w A O � O FW6320611-4 SAAS CW�45 FWG320611-4 SAAS CW245 O (3)1-3 4X11-1/4 ML HDR 3)2Xlq HDR (2)1-3/4Xi1-1/4 ML w/3/4 STEEL HDR - O O (3)2X10 HDR N S I I p 0 S N 3 0 � N v - Q x o O� co o m v N U- i J O wI w H �+la to p 00 0 d- 1 `r DIVING I DINING of ' H MASTER BEDR00_1 3 2 -4 los o p ej I \ N I N 17'-21 23'-11" �I N 10 L �r o� k 0 J \� x ml N m LL DECK 8'-1" 2'-8" 5'_g2" 6';10" 6'-6" v 10'-7" o N r1�N v (3)2X10 LID •i' 2'-6„ (3)1-3/4X9-1/2 ML (3)1-3/4X9-1/2 ML w/ 2}3lR STF N d' o (3)9-1/2 ML in S I I - I _ � � M TALL Ou , V N MI ASTER BAT I 4 "' 104 I �„� - (?)9-1/2 ML � p —0 M _ - W _ � FjI W ^� SOZ i N t -AIR-HANDLER--J v _____ /�� 7 '1 -6u% - c _6„ i .. I UNDER STAIRS DW i ■■` L_ IN -+I O 1 1 __________ j Vim/■ /n ;�- °� N H bb o 3 N LCITCC�-1EL�I ------ 0 ZV %D - p T 1 Jp 1 0 - `�' ---------- CN M 03 M ---------- ~�' to u r �� t�� �' .J X co ® N QOOc0 p p Ln = W - u / o w :0 5 -8 3 -0 - o _ - �_. 3 x CL �. _ — 00 I JUN 1 7 20r �-�— I— eilN V N - M I I O O O M N v�" 3)2X10 H M I ; ; ; (3)2X30 R TEMPER (3)2X10 HDR 2X�O HDR 7TEMPERED R W � O N Southold Tovin Bo^.rd of Trutoes LL CW135 CW135 1/0-3/0;1/OX6/8 CW135 CW135 0 I I I I O v0 ' X Q) (2)2X8 GIRDER NATURAL GRADE: EL. 7.0' 7'-'0 M POST (TvP) NEW GRADE: EL. 10.0' I I TOP OF FIN. FLOOR: EL. 14.0' DRAWN BY: JF 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 4/20/2019 5'-7" 7'-6 1" 8'-0 " 8'-0 " 7'-6 " 5'-7�� RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER lk MANUFACTURE'S INSTRUCTIONS, I 42''-4" 6 2).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. SCALE: SEE PLAN 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 1 I I 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR COX PLYWOOD. A -- -- 5).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER I 1 SHEET NO: ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 48 6).PROVIDE 3-2XIO DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 1ST. FLOOR PLAN UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. SCALE: 1/4" = V-0" 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. - 4 8).INSTALL SMOKE AND CO DETECTORS PER CODE A 48 --------I I .'wf� 41 1 40 W w U 1 I t/-1 I � w I 1 I I O I I � � A A I I I 42 :-411 I w A 2'-011 3$ I- 411 2'-0" V) W I 4'-5211 71_9411 6'-14 I 6'-1141 71_9411 41_5211 P4 0 x O w CW24 CW24 CV,/14 C41'24 CW24 a, 0 � a, O (3)2X8 HDR (3 2X8 HDR X$HDR (3)2XE HDR (3)2X8 HDR I � i I O 2T I N (� 5'-3111 d 15'-9411 2 o p p o 0 )� �i� o ti ----1------- o ti v 1 I 1 v 00 208 co Go 00 N I I N N X X a cio �= 14'-2411 31 6211 = 7'-2411 10'-7" A CL ti _ 0 -'�N ND E I (V (3 1-3/4X9-1/2 ML w/(2)3/8"STEEL PLATES O 1 _ _(3)1- /4X9-1/2 ML w/(2)3/8"STEEL PLATES _ _ 2'-6 2'-0 - - - - - - - .-1 ' - - (2)2X8 (2)2X8 �2)2X8 (2)2X8 - In 202 0 2'-71 2' 5 HALL BEQR00_K_ 2 c X of 3 N = 4'-6 4 11 71-3 2 11 12076 3'-7 203 m= �— U v r W pl 2'-6" ---------- °i - -------- O z o T 2 7� ��� 20 C __________ F7 - Z ` U-) v O M 3'-111 1-2211 4 ---------- ~ O W � Q N `� `' 1 Lo M 00 X nj O O (o N ti ,- O 12'-2T 2 -51 5A1 $ -71 1� A1 �\ 1 M (3)2X8 H R n (3)2X8 HDR (3)2X8 DR (3)2X8 HDR TEMPERED\ (3)2X8 HER W CW24 CW14 CW14 CW14 CW24 J U N 1 7 2025 []o� LL 11 1 16— 0 JJ � O 1 11 1 1 11 1 3 II 1 3 11 1 1 11 1 It "-""' Q) 4 -9 6 -4-4 8 - 4 8 04 6 -44 4 -9 8o rri of TruGt es O I 2'-0" 3W-4" 2'-0" I 42':-411 DRAWN BY: IF I 1).USE 3/4"TdG ADVANTECH ENGINEERED SUBFLOORIN6,INSTALLED WITH 4/20/2019 I RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER I MANUFACTURE'S INSTRUCTIONS. I 2).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. SCALE: SEE PLAN 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. I 2 N D FLOOR 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR COX PLYWOOD. SHEET NO: SCALE 1/4" — 1'-011 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS — A I UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 4 8 STUDS ON EACH SIDE OF OPENING. 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKIMG,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 7).INSTALL SMOKE AND CO DETECTORS PER CODE A- 5 A ' Ica �,� ,,t.,► �"� '�fiESStO� 1 I I I W I I I — I I � W I HI I f—�7/• !� 1 � o I w AI � w a - a I O o I a, O -I-- - c� 1 I O lO 121 D �O 12F ii------- -------fli 12 U_ X I I I I , -iX I N I , IN I I `-_------t'-'--''' 1 I I I r I I I Ilu I I 1 1 II I I I I I I II 1 II -----------V;374X1171 MLRIDGE------------ ----------i i I I I I I I I I 1 I I I I I i 1 1 I I I I 1 I I i t I I ' ♦ L�rAr' I I I I I I I I I .. I I I I I I I I I I I I W 7 I _____________ ___�.______--__-______ V ' I n' 7 Lo �I 12 1 ; ,12 LJJW cD Q VN/ 12 I < O O co X, [_ 1 1 I I I , O CD I 1 I 1 I I I I I I I I I I I I I I I i I JUN 1 7 ?OLN W �i I I I 1 U- ----- -' ------------------------------------------ ----- ---------------- " -------------------------j - --J i ' - O - ---------------------------------------------- y- --- LL I Po.-�rd o{iro �t­_ I v/ i 12 aC O I X N I 1 1).INSTALL 2X6 DF#2 COLLAR TIES AT48"O.C.OR AS SHOWN ON PLANS. 1 I 2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, BY.FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. DRAWN JF PER CODE. ROOF PLAN i 3).APPLY 1/2'THICK FIR COX SHEATHING OVER ROOF FRAME. 4/2O/�OQ 1 J SCALE: 1/4" — 1 -O�� 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND I DIRECTLY TO THE DECK ALONG EAVES. 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ SCALE: SEE PLAN 1 4:12 OR LESS ROOF PITCH USE ICE A WATER BARRIER UNDERLAYMENT. 1 6).ICE 6 WATER BARRIER TO BE USED IN ALL VALLIES,RIDGES,INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. I 1 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODII!SHEATHING SHEET N O■ MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT I5 NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE A WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 8 --------- COMPLETE. 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 9).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. A- 6 W w V � Z w O W 1-3/011-7/8 A A MLR DGEuj 12 4.4 a RR@1b`O` O P4 O w H 2X8 DF#2 CJ @16"OC O O i 00 12 7 0C, @1b _ _ _ _ _ _ _ _ pP 3/4"SUBFLOOR 'L $ X6 16"OC 9-1/2 TJI230 WOOD-I FJ @16"OC 9-1/2 TJI230 WOOD-I FJ @16"OC (2)2X8 GIRDER (3)9 ML 8X8 O POST n 00 _ _ _ _ _ _ _ _ 3/4"SUBFLOOR W ' 9-1/2 TJI230 WOOD-I FJ @16"OC i � W 2X8 AC @16"OC! 2X8 ACQ @16"OC Y h z (2)3X12 PT GIRDER (2)3X12 PT GIRDER (2)3X12 PT 2 3 12 PT z r"CO z ( ) X 0) � GIRDER GIRDER W (D cl CV 8"dia PILING Z O O � (TYPICAL) O m fF- Cn0 = M W a. O A CROSS SECTION A uco - 4 8 SCALE: 1/4" = 1 -0° �� �---�--- �\if■.� O �1t JUN 1 7 20235 N Sou'lhn!d gown O DRAWN BY: JF 4/20/2019 SCALE: SEE PLAN SHEET NO: �OwES51fl��~ . A - 7 i AREA / INSULATION SCHEDULE f REScheck Software Version 4. .y, G 4 FLOOR WALL CEILING c NAME AREA WALL 4CY INSULATION INSULATION INSULATION €Ko (Ih�� Compliance C e rt i f i c a to 1ST.FLOOR 1058 sq ft. 1077 sq.ft. R30 R19 R21 2ND.FLOOR 961 sq ft. 1077 sq.ft. - R19 R21 y0.0"?b . °gOPESS10��� Project FRONT PORCH 28sgft. - - - - DECK 506 sq ft. - - - - Energy Code: 2015 IECC Location: Riverhead, New York �> Construction Type: Single-family � w Project Type: New Construction Conditioned Floor Area: 0 Glazing Area 24% EXTERIOR OPENING SCHEDULE O Climate Zone: 4 (5331 HDD) Permit Date: ID No. AANUFACTURE MODEL TYPE CITY SIZE OPNG. SF EGRESS TEMPERED U-VALUE SHGC "r"` Permit Number: 105 THERNATRU SMOOTHSTAR ENTRY (TBD) SIDELIGHTS,DOOR 1 1/0-3/0-1/OX6/8 36.6 sq ft. Yes Yes 0.25 0.27 _j_ Construction Site: Owner/Agent: Designer/Contractor: 102 ANDERSEN 400 SERIES CW135 CASEMENT WINDOW 2 V-41"x V-4 13/16" 8.0 sq ft. NO YES 0.29 0.31 MOY RESIDENCE UJ �y WEST LAKE DRIVE SOUTHOLD,NY 101 ANDERSEN 400 SERIES CW145 CASEMENT WINDOW 2 2'-41"x 4'-413/16" 10.4 sq ft. Yes No 0.29 0.31 k-n w 202 ANDERSEN 400 SERIES CW14 CASEMENT WINDOW 3 V-41"x 4'-0" 9.5 sq ft. No No 0.29 0.31 C) IO • : ' i` "'• _ ' ws 108 ANDERSEN 400 SERIES CW245 CASEMENT WINDOW 2 4'-8i"x 4'-4 13/16" 20.7 sq ft. Yes No 0.29 0.31 (n Compliance: 7.1%Better Than Code Maximum UA: 368 Your UA: 342 Maximum SHGC: 0.40 Your SHGC: 0.29 O �aal w The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. 202 ANDERSEN 400 SERIES CW24 CASEMENT WINDOW 3 4'-81"x 4'-0" 18.8 sq ft. No No 0.29 0.31 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. C/- O O 101 ANDERSEN 400 SERIES FWG120611-4 GLIDING DOOR 1 11'-9"x 6'-101" 80.7 sq ft. Yes YES 0.30 0.26 Envelope Assemblies 108 ANDERSEN 400 SERIES FWG60611L GLIDING DOOR 1 5'411"x 6'-10g" 40.8 sq ft. Yes Yes 0.30 0.26 1 •.,, n T y' 102 ANDERSEN 400 SERIES CW135 CASEMENT WINDOW 1 2'-4t"x 3'-4 13/16" 8.0 sq ft. No No 0.29 0.31 33 35 103 ANDERSEN 400 SERIES CW135 CASEMENT WINDOW 1 V-41"x V-413/16" 8.0 sq ft. No No 0.29 0.31 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,058 30.0 0.0 0.0 Ceiling 1:Flat Ceiling or Scissor Truss 97 21.0 0.0 0.047 5 106 ANDERSEN 400 SERIES CW135 CASEMENT WINDOW 1 V-41"x 3'-413/16" 8.0 sq ft. No Yes 0.29 0.31 Ceiling 2:Flat Ceiling or Scissor Truss 961 21.0 0.0 0.047 45 107 ANDERSEN 400 SERIES CW135 CASEMENT WINDOW 2 V-41"x 3'-413/16" 8.0 sq ft. No No 0.29 0.31 Wall 1:Wood Frame, 16"o.c. 1,077 19.0 0.0 0.060 37 Window 1:Wood Frame:Double Pane with Low-E 214 0.290 62 108 ANDERSEN 400 SERIES CW145 CASEMENT WINDOW 1 V-41"x 4'-4 13/16" 10.4 sq ft. Yes No 0.29 0.31 SHGC:0.31 Door 1:Solid 37 0.250 9 108 ANDERSEN 400 SERIES FWG120611-4 GLIDING DOOR 1 W-9"x 6'40t" 80.7 sq ft. Yes Yes 0.30 0.26 Door 2:Glass 202 0.300 61 203 ANDERSEN 400 SERIES CW14 CASEMENT WINDOW 2 2'4}"x 4'-0" 9.5 sq ft. No No 0.29 0.31 SHGC:0.26 Wall 2:Wood Frame, 16"o.c. 1,077 19.0 0.0 0.060 58 203 ANDERSEN 400 SERIES CW24 CASEMENT WINDOW 3 4'-81"x 4'-0" 18.8 sq ft. No No 0.29 0.31 , Window 2:Wood Frame:Double Pane with Low-E 104 0.290 30 SHGC:0.31 204 ANDERSEN 400 SERIES CW14 CASEMENT WINDOW 1 V-41"x 4'-0" 9.5 sq ft, No No 0.29 0.31 lu Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 205 ANDERSEN 400 SERIES CW14 CASEMENT WINDOW 1 V-41"x 4'-0" 9.5 sq ft. No No 0.29 0.31 , calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 207 ANDERSEN 400 SERIES CW14 CASEMENT WINDOW 1 2'4t"x 4'-0" 9.5 sq ft. No YES 0.29 0.31 Name-Title Signature Date GENERAL CONTRACTOR TO VERIFY ALL HANDINGS, HARDWARE, FINISH, etc. WITH OWNER. ALL ROUGH OPENINGS, UNITS,etc. TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. ,-0 W • ALL GLAZED OPENINGS TO HAVE DEBRI-PROTECTION UNLESS USING IMPACT GLASS. r.,.,, rrr� �(�-�--- - ALL EXTERIOR OPENINGS TO HAVE DESIGN PRESSURE UPGRADES AS REQUIRED AND TO tip �� II 11 L_; ` Z Project Title: Report date: 04/20/19 HAVE REQUIRED 5TAPPING AND HOLD DOWN ANCHORS WHERE NECESSARY PER CODE. �- d• Data filename: C:\Users\hand2\Desktop\Current Projects\REScheck\MOY RESIDENCE.rck Pagel of 1 � { i z Lo JUN 1 Z It- - M 7 2025 W (.0ON ( SOutllOid Town Q Q O (O EoGrd of Trustees ZZ`- m F=-- ti r=1 n r j.J... C.O. 2 1N.4 LAV. . FNL3A/onNS...nTBEE.M WNaBEOeER.DDITDAMYdEGPNREO T:tLEEwNG M SP3K6'l«NG: j�oI I� (1I II� _I /11�Ij 1'�,'I/I� I I`I 11 _jI I�1(II®, (fAALUTDEERflF NAPAASL TYETMWED NONVEOREI DB:NN)/FA16,'I OTBJN.:SNGc B.rt) f « 1���I 11 j, l/I�i(,I{ II(I,(�1/I_lI�`l1,Itil/`yiI I�I''I�1, /II►�I�1/1I yII�II�II IIIII ®®a®I' 1(IaMIDFT.'PW•RATEDBNFA„0lG /I I IIII f (I III 1 III I %tiI � �o!V7A■ o 3 3 BED RW 36«31/4 11/4 HA,EDM IG DRP 36" 3""8 � •« SHO NER WEDNOWM ] MBEDMENG 3 III, I C.O. 5`T� 3 I )n6•o SB) ur W ATED 1I/4 71) , 11/2 11/411/4 11/2 1114 1/4 1 S TYPE: BMG: DRAWNItL B Y. J F T V. 8m mmLAV, W.C. A WN IT 1m.EME-EN Tl� s 14 TYPICAL WINDOW OPENING alo R I3• vp PA NEL SPAN EQUAL OR SMALLER llnEnaDENTBn 2 I3' THAN 4 FEET .W 4/20/2019 11/2 2 3/u1 as.LuGSrnw 3 3 C.O. FAT. W R is« 11/4 2 J�11/4 I CO. MDEN N3M 3 3 3 TYPICAL DOOR OPENING MULnPTe nrwooD ]�IX4 AssEMwEs PANEL SPAN GREATER THAN 4 FEET ' ' ° SCALE■. SEE PLAN DFs]STIASLONNECIED Nab W00P50it AND EQUAL OR SMALLER E"�¢pTM W � WED aNaaR WrM e•« THAN 6 FEET AND M a V-0 D.C. zt"a' "T'e"GTM SLOPE"1/4"PER FOOT PITCH TO DRAIN 4 No.lB w000-BQ EYS TYPICAL MULTIPLE OPENINGS ■5ED ANO°0.W R 9« .M@ LLiH,'i11 TO APROVED PANEL SPAN GREATER THAN 6 FEET AP HOUSE SEPTIC SYSTEM AND EQIIAANLB EEMALLER Ta 1Eo�g N 3�« SHEET N O■ WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC.1609.1.2,2015 IBC;ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBOI NE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" PLUMBING SCHEMATIC AND R GAZE PANEL SPAN OF B FEET SHALL H PERMITTED FOR OPENING ER TO SECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED,(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRLCITON CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANES MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING TT IS TO COVER. SCALE: NOT TO SCALE HARDWAtE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A- 8 i WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ,' RAFTER WALL STUD ENDWALL CRIPPLE STUD � BOTTOM PLATE W r , ih RIDGE � /� U HEADER LEDGER BATHTUB �/ 1 DOUBLE JOIST � Z SIDEWALL 1f'J�1 JACK STUDS RAFTER O FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS A (•'—I ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT u CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR Q 1� W HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH V,AFTER 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE uj THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 I LS210 118g.. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC v ! WALL STUD O /■�/ THROUGH-ROOF EXHAUST W Q Li VENTS SELECTED AND LOCATED BY CONTRACTOR rVVVV/V�JJ,� METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL O RIM BOARD CHIMNEY AS REQUIRED RAPIER ^ O O SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN Lj•■ VENTILATION WOOD JOIST SIDEWALL FLASHING BLOCKING BLOCKING • 2x4 LEDGER FOUNDATION _ � � � � FINISH WALL AND MOISTURE TOP PLATE i 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER — LAP FLASHING AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER J INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT a ( •.� 4" — 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD 1 r{,1 ON ALL OPENINGS i PROVIDE HEMMED EDGE AT OPENINGS OF 1A INCH IN DIMENSION. ;�t(• y+.s,t•¢ INSTALL 4'0" O.C. ' FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 7 +•r �' i 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ^^��' ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND Fa INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS F14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL 1a QS43,b ON ALL OPENINGS i ,� KEEP ROOFING NAILS OUT ^ , OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE , FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP SAME / EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING EATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE ul ' GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS —0 W INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE B" - 16" MSTA48 1-1/4"x48" 169a. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS //�� ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD Z DBL. SILL PLATE Z Z Ln TERMITE SHIELD I r SUB FLOOR r SILL GASKET ' WOOD JOISTS ^, ♦ 7 " NEOPRENE W C\D/ cl `i TYP. CONC. FOUNDATION n CONC. SLAB GASKET ^�, I 2x6 /2x8 CONTINUOUS WOOD PLATE X C 6 MIL. POLY V5 BOLTED TO STEEL BEAM WITH V O O Zo DAMPPROOF EXTERIOR V GRANULAR FILL � � 6MIL POLY ON EXTERIOR 1/2 " DIA. BOLTS®48" o.c. STAG. Z • y STEEL COLUMN ,p A • ' G • !G •• ' S° \ n ROOF JACK ♦ `� ' O e • � � STEEL BEAM u ♦" ♦ CONC. SLAB I p ' v ANCHOR BOLT EMBEDAENT: // I I '^ O = M A■• ( i\ )'4 POURED CONCRETE: 7" `\ 4" x 1/4" x 8" STEEL (/J V COMPACT FILL a> ROOFING LAPS BLOCK WALL: 15" TOP AND BOTTOM PLATE U) 1..^^ 1.. O y FLASHING AT WITH 1/2" x 6" ANCHOR BOLT w U) 'p � KEYWAY FOOTING • ° P • �•p CONC. FTG. --► •p ,aQ'p Its' ' ^ ♦ \� USE WITH 3x3 SQUARE WASHERS SIDES AND TOP \ 1/2 GROUT • (USP LBPS58 OR BP58&) �' O d■ •� • ;O ` ANCHOR BOLT CONNECTION ♦ REINFORCING BAR FOUNDATION 5 3" STEEL COLUMN CIA. ANCHOR BOLT DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPA IN; FLASHING LAPS ( 10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR F UN AT1ON 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL/ BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC O ROOF JACKS & VENTS DETAIL SLAB-ON-GRADE r--SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE 4_JOIST COMPACT FILL I DOOR USE 2X8 STEEL BEAM DRAWN BY. JF FOR BLOCKOUT ■ t: 4" SLAB • P.T. PLATE W/6X6 WMM \ ' SLOPE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT • 1/2" AIR S ACE `�. < 1 • ° 7 1 2" (WITH A NAILING PLATE IF NEEDED) ' • 'I••per' AT END AND 4• ••` '•' s• :• ••• . • TO BE APROX. 1/2" OR HIGHER THAN • -- �i'•t:p ES OF WOOD 1 p e • STEEL BEAM TO ALLOW FOR SHRINKAGE 4/20/2019 GRADE (. -a-''-a- • C • d • a ��'0 0 • �. •• •. BEAMS 16 s 0 . •• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. ••— �••— r. ° ='il 4 ••• C •p _ MIN. �,a� e ° '• d�'p Q�'p d�'" • •° ��,•NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p ■ • • „es �SUBFLOOR SCALE• SEE PLAN •' d REINFORCING BAR s NOTCH EQUALS 1/4 DEPTH OF BEAM ° I—II — DIST REINFORCING BAR s • G • ° (� DRAIN TILE It ►I •° :• SHEET METAL/ 30p FELT UNDER BEAM AT POINT • �!' O O ° STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK 1p �• 3" — PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •• �• SHIMS TO LEVEL BEAM � REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. SHEET N O. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET L I JUN 1 7 206 Southold"town A- 9 Ponrd of Trustees WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. DECKING ORDER DECKING 4"DIA.MAXIMUM - •-. EXTERIOR WALL DECK JOIST DECK JOIST 1/2"DIAMETER LAG SCREWS, CONTINUOUS FLASHING.EXTENDED f THROUGH-BOLTS WITH WASHERS pgi7 JOIST HANGERS,CAULKED TO 2 I/2"GALV.OR S.S. OR 5'LEDGERLOK SCREWS O W PREVENT WATER INTRUSION LEDGER FLOOR W AND JOIST FLUSH ON TOP JOIST CARRIAGE BOLTS WITH GIRDER r ^ RD WASHERS AND NUTS �./ ! RIM BOA r , CAULK TO PREVENT WATER SIMPSON CBS V INTRUSION F LEDUSH O AND ANCHOR DECKING EPDXY DIA.EXPANSION BOLTS, v. JOIST(LUSH ON TOP O EPDXY OR ADHESIVE(PER e CONCRETE POST FLOOR "MIN. � MANUFACTURE INSTRUCTIONS)"bL°•'• PIER ail JOIST 5*MAX.MIN. w/WASHERS AND N S e 1•d' 5"M MIN R DECK 10I5T5 .D'.°•.• DECK/PORCH RAILING a/ _ DECKING �..•a e,, DECKIWG DECKING •w• JOIST HANGER DECK JOISTS "b i�•e - 2X ACQ LEDGER BOARD FOUNDATION WALL ••e. "• Q L.�J r�1 rTl NOTE: '� >.• DECK JOIST DECK JOIST ^ r��F be • BLOCK FOUNDATION "b i•�.a - III RAILING `/J FOUNDATION p�.�°�a j TO BE FILLED WITH e L JOIST HANGER POST GROUrE Uj WALL LOCATIONS AT ANCHOR .-pe•• 2X ACQ LEDGER BOARD LOCATIONS GIRDER GIRDER RIM BOARD SIMPSON DTT2Z HOLD-DOWN 1 a LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN. DECKING ^O O 2"MIN. ■�■•■ L o 5"MAX. DECK JOIST V J THROUGH-BOLTS , O THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. r SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT o O HEAD AND NUT. SIMPSON CC SIMPSON CBS R 1,2'AG GALV. W S.S. 2X BLOCKING AT EACH POST EXPANSION AND ADHESIVE ANCHORS CARRIAGE BOLTS WITH ATTACHED WITH T THREADED ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM 12^oc STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AT SHOWN IN LEDGER DETAIL.EXPANSION AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2'.MINIMUM SPACING AND PIER POST-TO-DECK CONNECTION 2"MIN. 5-1/2'MIN.FOR 2X6 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL ® ® ® ® 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS 5"MAX. 7-1/2"MIN.FOR 2X12 ® ® ® LAG SCREWS 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES 2"MIN. LEDGER L LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16'DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. 1.4 _ OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK LENGTH MUST PENETRATE BEYOND RIM BOARD A MINIMUM 1/2'.LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETEV -� LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5'.LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM INSULATION.SCREWS SHALL BEA MINIMUM DISTANCE OF3-3/4"FROM ENDS ANDI.3/4" LEDGER BOARD FASTENER SPACING AND CLEARANCES FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC.FTG. HANDRAIL NOTES: T BELOW GRADE do Rik All required handrails shall be of one of the following types K,4 ' (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. 2 1°RpfiE5S1G� 1).Type I.Handralls with circular cross section shall have an outside diameter of at least 1-1/4 Inches and not greater m 36"MIN. than 2 Inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6-1/4 Indies with a maximum cross section of FLOOR SHEATHING NAILING AT V2"DIAMETER LAG SCREWS, ATTACH TO I•JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2.1/4 inches. , 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH AMINIMUM— THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF 09)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type 11.Handralls with a perimeter greater than 6-1/4 Inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a STAIR RAILING SOLID SAWN I I I I distance of 3/4 Inch measured vertically from the tallest ei�jDECK I I I JOISTS DECK t I portion of the profile and achieve a depth of at least 5/16 FLOOR IOISTS ; JOIST I I •• •; JOIST I I Inch within 7/8 Inch below the widest portion of the ■ ■ s I s I profile.The required depth shall continue for at least 3/8 1-1/2"SPACE ■■i'.■■"_ THREADED ROD MAY BE THREADED ROD MAY BE Inch to a level that Is not less than 1-3/4 Inches below the MINIMUM SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of the AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1.1/4 Inches to a LGIRDER WEB WITH(16)lOd NAILSL GIRDER maximum of 2-3/4 Inches.Edges shall have a minimum HANDRAILS JOIST HANGER AND CONCH J I radius of 0.01 Inches. Uj W Z BALUSTERS Q) IOd THREADED NAIL OR#10 WOOD SCREWS, ''^^ 16,OC EQUAL OR GREATER THAN 3"LONG, W z LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) �a STAGGERED IN2ROWS OPEN BALUSTER ATTACHEDTOWALL Z � � . HANDRAIL CONNECTION UA ...I ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH [•■' O O i+ '^ IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS V' A 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END:SPLICES SHALL BE LOCATED ONL T �Y OVER SHALL NOT BE LESS THAN 1.1/4"NOR MORE THAN 2'IN ZZ m � 1_ INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE Fn O ^ M 1Dd NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS J `., OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN W � U � TGIRZDER L!_DECK STAIR TREAD /'�JOIST O RIM BOARD �'�/THREADED ROD MAYBE 0iSTRINGERSLOPED UP 70 1:12 MINIMUM iLOC THICK FLCIOR JOISTS AWAY FROM THE HOUSEBLOCKING.BLOCKS MUST (SOLID OR WOOD•I) Q) FILL BAY AND FIT SNUGLY LJOIST HANGER VVV JOIST O GIRDERMEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) DRAWN BY: IF SPLICED JOISTS OVER HEADER/GIRDER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE 4/20/2019 SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY. SPACING NOTES STRINGER JOIST TO: PER TOE @16"OC 4.8dCOMMO SCALE SEE PLAN MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE - (z)THRu• ■ TO HEAVY MODERATE BRIDGING EACH TOE BOL75 ■ TO JOIST 2.8d COMMO END NAIL4T L BLOCKING EACH TOE PB44 POST TO JOIST 2.8d COMMO END NAIL WOOD JOIST ANCHOR "dla. p PIER 16"TREAD 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3.16d COMMO EACH TOE o• SILL OR TOP PLATE BLOCK NAIL I SHEET NO: 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3-16d COMMO EACH FACE GIRJERMEADER s a CONC.R SLAB TO BEAM JOIST NAIL ", (AS REQ.) v� JOIST ON LEDGER PER TOE WOOD JOIST _i s• 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-8d COMMo JOIST NAIL ;"' 8"dia. o DECK PIER BAND JOIST 3-16d COMMO PER END '! V CONC. ;e C! PER PLAN 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO Jot 0" ST JolSr NAIL 3'- 4; ° PIER ° ... ._. . .tea FLUSH JOISTS WITH HEADER/GIRDER BAND JOIST TO: PER ------ 5). -� 2-16d COMMO TOE NAIL v°y •"`y [-' �d SILL OR TOP PLATE FOOT ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 8 0• THE PROPER STEEL CONNECTOR. ;s C 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. t JUN 1 7 2025 10 Board of GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION Qom. SPACING NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: RAFTER TO 8'WALL:3-8dCOMMON EACH TOE-NAIL 1j.The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON EAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH Y g g P P TO for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMONJOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT W construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL �f V sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES Z ram, OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 r 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 O meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 W IH These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ^/ should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 Hy accordance with table 3.3. TO RAFTER 2-Sd COMMON END NAIL DESIGN LOAD CALCULATIONS 3).Dimensions shall take precedent over scaled drawings. LIVE LOADS PSF ROOF (GROUND SNOW LOAD) 20 P g RIM BOARD EACH END ( ) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL 2-16d COMMON ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 W ^ responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NOTES GAURDRAILS ANY DIRECTION 200 w ~{ construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL 1 QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY O specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL P P P g� P2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ^ anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 u. 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE O or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL $ym,; L,Y+ attached with Sd common nails at 6"o.c,at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. SYP p HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS) ® L..L. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON. PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 i).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD lit' 4a�f'" determine intended heights of finished floors above typical grade. 7.INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD g O rip g ) FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED f� NAIL NAIL 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION Q•Fy. SPACING NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4.8d COMMON PER TOE t t+ concrete or masonry walls occuring In exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER JOIST NAIL 8).CONNECTIONS ARoIJNDEXTERIOR WALL OPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ya'055��Q 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE 'Qr^Eggldt�*� be installed with#5 re-bar,18"Ion at 12"o.c..Use approved epoxy for installation. 3 5 SHEATHING LOCATION NOTES g PP P Y AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 2500 s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 ) o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.G. (BOTH FIELDS to be minimum 3(lay inch thick.All fill to be compacted to 95/o relative density with g SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL @ @ NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 6j.Crawl spaces n at provided with r minimum.of area. "access opening.Install one 3-16d COMMON 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1 .Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. Pp ) g P BAND JOIST PER END the below grade portion of exterior walls prior to backfitlin . All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON g P P g 8 g TO JOIST JOIST NAIL i).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"AT'x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. CITY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For W below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. W 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. z CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES fn 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD V otherwise. JOINT DESCRIPTION z (0 Z 1,() Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING T 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) EDGE NOTE:2 FOR PANEL FIELD W O.C.4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS where needed. GYPSUM 7" Q CV Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.G. SEE NOTE:3 J s openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. Q X J L.n WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES O O � openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. .. O m and blocking where applicable. QTY. SPACING �I��,FFI� 5 .All flush beams headers to be installed with heavy du alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall Y duty 8 g PANELS WFCM-SBC C'7 anchors where applicable to all connecting joists. be used. Pp gJ PLUMBING NOTES 7/16"OSB 6dCOMMO 3"O.C.EDGE W a' O 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with U J Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING' 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. �y other access openings unless otherwise noted(typical). t PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 0- JOINT DESCRIPTION 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL )• 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. QJ _A where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. V, 8d COMMO O 1"OR LESS 12"O.C.FIELD 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor Joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. requirements. Fireblockin shall be provided in wood-frame construction in the following locations. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be frreblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed DRAWN BY: IF Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be Installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, i over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path, drop ceilings and cove ceilings. 4/20/2019 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. SCALE: SEE PLAN 3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: flame and products of combustion. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. SHEET N O. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: _ DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ---- - r g �., JUN 1 7 2025 Southold Town r rZ o -A , TEST HOLE DATA McDONALD GEOSCIENCE FEB. 22, 2019 EL=5.9 0.0 MIXED SAND AND LOAM GW 5.5 EL=0.4 WATER IN MIXED SAND AND LOAM 11.0 WATER IN PT , " T �� ,O BROWN BOG F KE 73.0 '� WATER IN o BROWN SILTY SM ' O �o SAND �! 15.0 z e WATER IN O cp PALE BROWN SW mo .Q FINE TO o2�i E O COARSE SANG 21.0 Qo oo� o W x 3 APPROX.X. M.W N m . o PROPOSED 3o ENE OF HA 2 S� YBALES TOP WELL T GRAD EL=4 ` SUFF WLANDWARD ANDW S AS EDGE OF TIDAL GR �� HREAD OLK EN VIORNMEN TgI�IN�ATED BY E ON S ELL6 7 ON, ` . fEB' 20, 2019 rUL TING. INC, (33' WIDE) I/RO 5PP DRI PERVIOUS S70 —VEWAY K/ �7) - , _.__-__ 7/�.04'EL_4 /�FOLE — — — — — -- V, 2J COY) m�2 / ^ M PI(TOP pE WALL WALL ---�'/�1 4p9 — — — E EXISTING — N WATER MAIN Lot 11 1 rn 7.4) I EXISTING STONE/ 9 0) / 1 N7p•4 ROADWAY 1 N / M llTOR / /1 3'50"W WELL/ .\�- _\` �, ail o MONITO / >-�,I � LP /; LP 1� Q WELL / ; M - �._.�\`- 0 300.DO. ,a � I FE (/ -�V\ ^ / Ill 474 5• 3p _�` LP /r �` / Il MONITOR 4ELL CP t. ' I _��-7 l\ LP ��10.0!6lIN-jI1 PROP cP III�WATER s x / / / I I SERVICE 8O / / III O _" 42.4' �000 / lI lI HOLE 5 o4 _ '1 0 ST ` 39 Q II I n PROPOSED LOCATION 4 92 tL — )Il �3FEOROOM) o J 14.0 v 41 ' N Lot C + 5'48 DWELLING 18 6�� W/PUBLIC WATER C St. Ow fOr .16 --� _ n M �"ON-TURF BUFFER PROPOSED 6�8" o Johns E r' m erl y O MAINTAINED DECK --r P SCOP01 Church ^ PRESENT CON IN E_�`� d g6 r; Z - DI TION) 10.0'1 cv TIMBER ' �' 1 I PROPOSED LINE CURB_ �'7 I 1 1 NON-DISTURB iv ^ I ' ! 1 PROPOSED T/BLKHD URBANCE EL=s.s BUFFER NIIn 1 Survey for: FEB. 13, 2025 UPDATE SURVEY 536 l I ! I CNN i7 v 6. \ WOOD BULKHEAD " 1 I I I - N , 1 r1 10 6 MULBERRY CORP. MAR. 12, 2019 ADDED NOTE N10 3g'33+W' Nsg� BEACH 1 1' 1 1 JUNK 12, 2019 IND PROP. STRUCTURES 44'34-W ' ' ' ' W Lot 119, "Cedar Beach Park" DATE: APR. 16, 2019 TIE ALONG At JOB NO:2019-172 r , -- _ APPRO,,X H.W.M 8g•93' ' F �" , � ! Bayview CERTIFIED T0: g PROPOSED 4'PATH --� ! �------ ; 106 MULBERRY 'CORP, ', ' - W Town of .,n - �`I Southold 2 MAR 2 R � ... W Suffolk County, New York 3 SD thala fDr,n S.C.T.M.: 1000-090.00-02.00-001.000 Ll TTLE Board ciTr.Tstees _. 20 0 2,---- 'y . F'ECQlqi SCALE:1"=20' C SA Y NOTES: 1. TOTAL AREA = 8,861 S.F. ADJACENT AREA = 8,434 S.F. DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 2. 0 = SPIKE SET, •= REBAR FOUND. FOX LAND SURVEYING 3. SUBDIVISION MAP "CEDAR BEACH PARK" FILED 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y. 11978 IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY (631) 288-0022 ON DEC. 20, 1927 AS FILE NO. 90 4. ELEVATIONS SHOWN HEREON ARE REFERENCED TO UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY A VIOLSTATE N.A.V. DATUM 1988. ESDUCATION TLOAW OCOPES OF7T�S SURVEY MAP N9 OF THE NEWOOT RK BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL 5. THIS PARCEL IS WITHIN FIRM ZONE VE(EL 10) AS SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. DILINEATED ON FIRM BOUNDARY MAP NO. CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR 36103CO169 H LAST DATED SEPT. 25, 2009 BEHALF TO THE O TLEHC COMPANY, GOVERNME SURVEYIS RNDAL AND ON YIS 6. SANITARY DESIGN PER OTHERS. AND LENDING INSTITUTION LISTED HEREON . AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. DWG: 2019-172 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 t c xrth"�I :-I.-tl-,l Ln1 HeinhK �' SITE LOCATION ink Aft, hcRBr�zlarl HeGjh 5- -. Gutchogue Matiituck jet V r1 - cedar Baach Ccmnty Park wir ry X. lot E _-L:ef�ar SITE LOCATION 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21,2025) 1 i• - h { .eater. ,�'M. �_ :..`q .1. ', �*�+� � �♦'''�,+,b�'' r« r . "�jc A 41 Photograph indicating the staked out southeastern corners of the proposed dwelling (mid-ground) and the proposed decking (foreground). Photograph taken from the southeastern section of the property, facing north. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) imp A�k"_- 6ZO Or kr f .��n .. _ sue. e w¢��^•.. ' 1'1� �d{.. �`�` � fit ��e � '�"CFTs,t ►{ .. " .. �,�L '_ i � a'vS .��^. .iI?_ /�r•i�'. r �l"f'�/: . J.�!ry� � N+r,i `� � �.'41:.: .t 1�Y4 .Yy '��* ,,.,—�` ,t - �a Photograph indicating the staked out southwestern corners of the proposed dwelling (mid-ground) and the proposed decking (foreground). Photograph taken from the southerly section of the property, facing northwest. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) 0 � fr w.k� ` •,� r be w' a �• `� D�. "mow .„ sl � N" a r t"' �' � a+•' ,tom' K efGl' r t r � «• "'' `fir i��y4 .,.as ,tS.!�c� 1� ��'y;; Photograph indicating the staked out northwestern corners of the proposed dwelling (left - foreground) and the proposed decking (right - foreground), and the proposed treatment unit. Photograph taken from the southerly section of the property, facing north. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) t t ' I� +'i mot• �' k ' r1r• .fir a- ". "" J: Y pkt "a t .� tP� a: 1sy ••11 may- • t/' K4�ih.. .rt•. t /0 `1. �7 ! 1 �r- f +�y, r,�FF''!', ►• tr�d��, j 5��'r�' 'y� R.. -E7 Photograph indicating the staked out proposed treatment unit of the proposed I/A OWTS. Photograph taken from the central section of the property, facing north. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) qY' i .. tJ , si1+"+.'ii r e« + "a,�Rp'` 'ply �I!Tp `' :: n„Fiw 7Us'� W., x.•:,A;A/C., ta ` dr SAN, AC , . • „F,, .r ,mow,� 4� �4, ,ry�y �,1 a > r v� �F}pry �+ I� �1 y� ,x� � . J. 'd l .,+CIE /•r�Ai V "ejMEW,,y �1 .. Photograph indicating the staked out proposed distribution tank of the proposed I/A OWTS. Photograph taken from the northeastern section of the property, facing north. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) PI ; a, ... .7 4w'�.;.fir'a —�'L�.`3rcJ. .+.� � .�✓, +L�. +T )f r filer v�v +� r: 't 't3" ! _�Iz 11 v. '� ✓ `i '.+' r"1 0: w d+�? jai'. r � � { ^ sq "I� ��N��)"�5? ♦ �' �i f:14� z!�ka�'•r 5�.. :v�+6'` �2,Y' �_ : 70 - �, a•,�t .�., ; ^rye , •'r�r+. >r ;�"�i�,`'a�w? t� R¢ f �x5m" 2�" Aim 4 22 Photograph indicating the conditions within subject property. Photograph taken from the southerly section of the property, facing north. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) a s _Y •.'.7 A. Photograph indicating the shoreline of subject property along Little Peconic Bay. Photograph taken from the southerly section of the property, facing west. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) ""vil ♦s A1.7 Al ' . pm jog71 Photograph indicating the shoreline of subject property along Little Peconic Bay. Photograph taken from the southerly section of the property, facing east. _ Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION law Facility DEC ID 1-4738-04087 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: 106 MULBERRY CORP 106 MULBERRY CORP PROPERTY C/O STUART MOY 750 W LAKE DRISCTM# 1000-90-02-01 106 MULBERRY ST APT 7 SOUTHOLD,NY 11971 NEW YORK,NY 10013 (516) 579-6200 Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEHAMPTON,NY 11932-2003 (631) 537-5160 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 718.447 NYTM-N: 4545.348 Latitude: 41101'48.3" Longitude: 72°24'05.5" Project Location: 750 WEST LAKE DRIVE WATER COURSE: DUG INLET, WEST LAKE Authorized Activity: Remove and replace, in-place, approximately 48'of the northern bulkhead and 149' of the western bulkhead with a total of 197'. Install a 7.6'return on the northeast corner of bulkhead. Remove northwestern jetty and not replace. Reconstruct historic dock consisting of 3.5'x 14'ramp leading to a Tx 13.5' float. Construct a new single family dwelling, deck,three sets of stairs and gravel driveway. Install a new Innovative Alternative On-Site Wastewater Treatment System. Establish a 15'non-disturbance buffer along the southern bulkhead. All work must be done in strict accordance with the three-page plan,pages 1-2 prepared by Suffolk Environmental Consulting,Inc last revised 10/3/2023,page 3 done by Joseph Fischetti Jr dated 1/21/2021 and all pages stamped NYSDEC approved 2/7/2025. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04087/00007 New Permit Effective Date:.2/7/2025. Expiration Date: 2/6/2030 Water Quality Certification-Under Section 401 -Clean Water Act Permit ID 1-4738-04087/00008 New Permit Effective Date: 2/7/2025 Expiration Date: 2/6/2030 Excavation & Fill in Navigable Waters -Under Article 15,Title 5 Permit ID 1-4738-04087/00009 New Permit Effective Date: 2/7/2025 Expiration Date: 2/6/2030 Page 1 of 9 Iowa NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04087 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions included as part of this permit. Permit Administrator:MARY A MACKINNON,DEPUTY REGIONAL PERMIT ADMINISTRATOR Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790-3409. Authorized Signature: / Date Distribution List SUFFOLK ENVIRONMENTAL CONSULTING INC Bureau of Marine Habitat Protection Solomon Herrara McCormick PLLC West Lake Association File Mary MacKinnon Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; WATER QUALITY CERTIFICATION; EXCAVATION & FILL IN NAVIGABLE WATERS I. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 9 table NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04087 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by page 1 Suffolk Environmental Consulting, Inc last revised 10/3/2023,page 2 Joseph Fischetti, PE dated 1/21/2021 and all pages stamped NYSDEC approved 2/7/2025. 4. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance-to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 8. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 9. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting.until weather conditions favor germination. 10. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag,flyash, broken concrete or demolition debris). 11. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661, Page 3 of 9 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04087 12. Backfilling All peripheral berms, cofferdams,rock revetments, seawalls,gabions,bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. 13. No Equipment below Apparent High Water Equipment operation below(seaward) apparent high water is strictly prohibited. 14. No Seaward Extension of Bulkhead The new bulkhead shall be constructed in place of the existing bulkhead with no seaward extension of the outermost bulkhead face. 15. No Structures on Bulkhead No permanent structures shall be installed on the authorized bulkhead without first obtaining written department approval(permit, modification,amendment). 16. Excavation for Bulkhead/Structure Prior to any construction or removal of bulkheads and other shoreline stabilization structures all backfill shall be excavated landward of the structure and retained so as not to enter the waterway,tidal wetland or protected buffer area. 17. No Runoff Over or Through Bulkhead or into Wetland There shall be no discharge of runoff or other effluent over or through any bulkhead or shoreline stabilization structure or into any tidal wetland or protected buffer area. 18. Wood Preservatives a. Pressure treated wood used for construction of in-water structures must have undergone a treatment process approved(stamped or otherwise marked as certified)by the American Wood Preservative Association. b. Wood treated with Pentachlorophenol(PCP)must not be used in marine or brackish waters. Wood treated with PCP must be aged in the open air for at least three months prior to in-water use. c. The use of creosote treated wood is prohibited both in the water and upland areas. d. Chromated Copper Arsenate(CCA)pressure treated wood must be clean and free of CCA surface deposits. Wood with surface deposits must be washed for at least 5 minutes under running water prior to use. The washing must occur greater than 100 feet landward of any regulated wetland and/or water body. (Note "E." below for handling wash water.) e. Any wood debris such as sawdust or wash water must not enter any water body, including wetlands or protected buffer areas. 19. Dock Reconstruction or Replacement Dock reconstruction or replacement or seasonal installation shall not involve expansion or substantial modification of existing structures or facilities. 20. No Floats,Ramps in Vegetated Tidal Wetlands Floats and ramps may not rest on or be stored in any vegetated tidal wetland. Page 4 of 9 / f AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION r Facility DEC ID 1-4738-04087 21. No Prop Dredging Prop dredging,or the act of utilizing and/or directing the propeller or propulsion system of a motorized vessel and/or the water-borne forces created by said propeller or propulsion system,to excavate or displace existing bottom sediment and benthic habitat for the direct or indirect purpose of establishing or increasing water depth, is a regulated activity and is not authorized by this permit. Prop dredging is strictly prohibited without further written authorization(permit, modification or amendment)from the department. 22. No Dredging or Excavation No dredging, excavating or other alteration of shoreline or underwater areas is authorized by this permit, nor shall issuance of this permit be construed to suggest that the Department will issue a permit for such activities in the future. 23. No Permanent Structures on Dock No permanent structures shall be installed on dock/catwalk/float without first obtaining written Department approval (permit,modification,or amendment). 24. Docks at Property Lines Docks/catwalks/floats must not: a. extend laterally beyond property lines, b. interfere with navigation, or c. interfere with other landowners riparian rights. 25. Pilings at Property Lines Pilings shall not: a. extend laterally beyond property lines, b. interfere with navigation, or c. interfere with other landowners riparian rights. 26. No Structures on Pilings No structures,other than structures specifically authorized by this permit, shall be constructed on pilings without further authorization from the department(permit, modification or amendment). 27. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography noted as non-disturbance buffer as per NYSDEC stamped approved plan dated 2/7/2025. 28. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 29. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. Page 5 of 9 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION gh Facility DEC ID 1-4738-04087 30. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 31. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model. The list of I/A OWTS systems which have received approval by SCDHS are found on website- https://reclaimourwater.info/ 32. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems(I/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. 33. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NYl 1790-3409 Attn: Compliance 34. Incidental Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in damage or removal of wetland vegetation. Upon completion of construction activities,any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at(631)444-0295 for more information. 35. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 36. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 37. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 38. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 6 of 9 w_v AM AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04087 39. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill,excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 40. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 41. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS I. Water Quality Certification The authorized project, as conditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306, and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations, standards, and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). The authorized project, as conditioned,will also comply with applicable New York State water quality standards, including but not limited to effluent limitations, best usages and thermal discharge criteria, as applicable, as set forth in 6 NYCRR Parts 701, 702, 703, and 704. Page Tof 9 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04087 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle-Rd Stony Brook,NY 11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Excavation&Fill in Navigable Waters, Tidal Wetlands, Water Quality Certification. S. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; Page 8 of 9 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �► Facility DEC ID 1-4738-04087 d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees, and agents ("DEC") for all claims, suits,actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits,actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims,suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfgre with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 9 of 9 ATTM AERIAL DETAIL pOCK BULKHEAD METHOD RECONSTRUCTION WOOD JIC 4 TTY to be ILls'x 48.0' I,t Bulkhead Section 1" = 20' REMED OV8'* The proposed Bulkhead Reconstruction will take place ,�1 to be Reconstructed in sections,of a length deemed practical and safe by the ` �I LOT COVERAGE CALCULATIONS: (14' t) DWELLING: 1,060S.P ` WMD contractor. REAR DECK: 496.86 ST 28y, (3.5 X 141 'S'nNG Dac; � STAIRS: 108.8 S.P. WCIM FIAT 'MpVlsb 'K to Fir Excavation landward of the existing bulkhead section w and RE pl. 0 TOTAL: 1,665.66S.P 'x 57 kind SIC' I)(in• will occur first to a manageable depth allowing UPLAND LOT AREA: 8,434.00 S. . •. �� 3MAL! p 14 ce)at the exposure and removal of all existing backing systems PROPOSED TOTAL LOT COVERAGE ]9.7% n.,,, ���! F.XW1'1N(;TIF R0 ' Ito H A, j 'I_ASXM Hr:V). 1 (i.e., tie-rods, deadmen,lay-logs,etc...), followed by the be REPI ACC — — _ � t�,y _ - ^ _ removal of the existing seaward waters, pilings and top r.. (IN-KIND& IN. ACE) �."'# PROP MI RETURN(9.6► capping (if applicable), followed by the removal of the existing timber sheathing. 2$ g ��b0� • ! J1 � O�pG�R SMS � I Proposed vinyl Sheathing will then be installed using PROP06EU typical equipment(1.e.,pile hammer,vibratory hammer,CURRUCATED VINYL �N � N etc...). Proposed Backing Systems (i.e., new deadmen, 04 04 SH4ATHING lay-logs, etc...) will be installed landward of the new 149.0' L t Bulkhead �� ►t �c:t '`�� + � sheathing, while new Waters, Pilings will be installed Q c Section to be i Q���\� 5 along the seaward side of the new Sheathing,connected a w V o .� Reconstructed together via new Tie-Rods. A new Top Cap will then be ' I Z EXISTING PILES(9tY A: kao9 installed. The excavated area behind the new Bulkhead 0 Z z to be REPLACED �y TEST HOLE DATA section will then be re-filled/graded with the resultant P14 U i', �r� y materials to its former ad 1 �i Z c, ; (IN-KIND do IN-PIA ter) McDONBL22.OSCIENCE grade elevation. 4 2019 0_ �� U PROP. 2$5 C.Y.of CLPAN , ti ,� ;` • U rt I�' FILL to ACCOMMODATE ----- ' 0.0 This will be repeated until the entirety of bulkheading c a v . 0 6 +x MIXED SAND to be reconstructed is completed. EXISTING TI11tBER �'tOPOSED SANITARY AND LOAM proposed P O w r•� WAL ER (t► x W) to h� 6rs tr {SYS• EC 0.4 WATER IN 5 5 The majority of work-associated activity will occur V z KE�'AL® .� #� * MIXED SAND AD LOAM landward of the bulkhead, while the work-associated }i .y a 0 g (tn-kind& 1n- 1aa,; r+ ' V P V WATER IN 11.o activity involved in the installation of the new o c \ w BROWN Boo PT sheathing, walers and pilings will occur along the \ - Ir 13.0 WATER IN seaward side of the bulkhead out of necessity. W a s k*a BROWN SILTY SM CIS SAND 15.0 NOTE: The existing bulkhead is to be ►..� WATER IN F llt} !`ILA PALE BROWN SW replaced/reconstructed "IN-PLACE". No FINE TO encroachment further seaward of the existing COARSE SAND g 1 21.0 bulkhead's location is proposed herein. .� o <r O ON 2 •� E CJ U N 4 � 23'i # �I*rl�p� . _ r<� r ,or..,.nrabi 4��6 ELEVATION LEGEND: ' 3 IU ag .n,,, +6.0a =Existing Spot Elevation U N. lII�� DI ante from the w s nmost - r E jetty � _ --_.._ - r.w Ong a southern >. (7) ulkhead to the =Proposed Elevation VJ seaward fat of theL 1 11 �' I-PR ONIC BA Y x Contour replacement b head "' w (to be replace is v ^" � td ° o 2.0't. AERIAL VEiw' ELEVATION VIEW i PROPOSED TIMBER PROPOSED TIMBER TOP CAP (2.25'W) ) Scale: 1" = 40' Scale: 1" = 1' PILING (9.0" N EXIS 'ING GRADE � c r � ._---------#i wNY S�E _ N r p RS P PROPOSED TIE ROD (±s.o') `,heath,ng .)art o r i \(2(2" x4" T& G) r o 5.0' ± j• C raq Z WEST LAKE E t # Z ~ z o C) C7 PROPOSED TIMBER WALERS (6 x6 ) >• z $ WEST LAKE t O 3 w G!� DRIVt V °' x z Z Existing Piling -__-- -- --4-- PROPOSED DEADMAN (±6.0" c�) ; 2.0' ry o PROPOSED In E CORRUGATED PVC j ` SHEATHING rA . r _ NOTE: The existing bulkhead is to be replaced/reconstructed "IN-PLACE". No ; v U 7 encroachment further seaward of the existing U v �i LITTLE pECONIC BAYI bulkhead's location is proposed herein. �U NO'M' Existing Components shown via blue- daMhed line. Specifiv location of deadmen not shown due to these components being located ;; 3 E below grade, p A cn A v i Nm4'7c7r 1/4'PER FOOT MIN.PITCH OfPER FOOT NW. uA t7wre o.mtllmynw OROPasF' �'� 21• sILFWLR ENO i MIN. 4' DIA. 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FUJI C EEA'NN =• _ W o �5 :_ _ ae<mKRK.nnen > --- / NYSDEC �. t.aaa.a•+,q..sewp.voomammm aereeelamermrrivncaa.mvm,me 1� > p nY'W AS TIA, 1.4' dTmtabtlpNelOMmvlmµitl onB,ona uwme RdeSnneaveasv,WlO•mn o A.4P —GROUND WATER— O ANOGDND�N50S [ / EXCAVATE ALL UNSUITABLE SOILS HIGHESTy"mem 0'so "'H0`aa°"m�`•W'+Y°e°env 2 F Z o 'p BACKFILL MATERIAL TO BE CLEAN SAND&GRAVEL GROUNDWATER c.lrm1pm`metlP.e.nmmPmnsr,ma.mmmyAr>axem y N ( _ -� ..#.^ ) r IIT EXPECTED :m1"0,mpmi°m`�mmtiwswmw.am'mae��s'ed'emtl:uv,em�rt m"wmmtl O FUJI CLEAN-CEN-5 - -- LEACHINGPOOLDETAILP.avu.tl�mn+ vl 1 SEPTIC SYSTEM PROFILE tl es^u mtlra,m rc.arml oe rme oraeemp.,r.aweasre•mea m n -• it 1 ®� ^�•O® SCALE: NTS aw"�p4sts^i,e"eMrim A�owm.aa anhommmuecnW.,ascsbaanrfa VT i1 P6�E B IXAMBER Vtlume 1 d rys�ln' d nr� nMO, mwmm�ngn n,owp�n z 6'ILif o,n 'uLuw e9.a •. ..- _I� imaYxov QumbC =T! 4 VA C,Nefnntruram Mores -+ � e. N _Y Avanebi Filtration Chemba T)8 Aeroeic CowpFllvetbnCmnav 127 CD ��p.n' tsRCWrItW Son C tw 63 Geneld Cm•V W_N" r•/J L Na�anet�wsmwlekao.emwtrwvrAaaaVA°Yrtena¢vdem '8'vt=�'=_— \ A01 uoi I vC08mM T... wm Vtl ]{9 t�'�^r'Y neOivOt aam.°0a .n SWlod EoimlYtrePnl�lerxKgeammmNabx,TmOYnlgarpl Rl➢,i01�rIDll.•L) a,OiKl,mp9ato eu0y melade se.a nM�m mae6tautrmNSrepMeE 100YAMio-08RMCesIAWib,MOYA&FVEveYFO[Lv°elMvevwa.rsWf l lm elwvrarue Popocn col Snna maeutem]9 UN Hem {•oaEr •mRILT PIPE SPECIFICATIONS °xrvtsmeu®totKw.wroAtuv B Cx7 na mnuaom056M ebm. '' •4ArL JA I WIFE FIIIIn Ito,JIM .,u rt�w oar . eW�Waiwtwp'tq�iewaxw.v°uem.{.iva a sn+nn mmnse.,eamme r..--ero-PKY PN¢V.INa Ia.nPelan RovA Am+hE MNh PVC/PP/PE' Iiec ltau 16!G o- HMefRVR•ewna[ISDtrO I Acmble NrAp PPIPE Fedn Wm 57% Anrt CVlmAerwawtemvec.Ym�.tlwu°p.vma.uulSntew+mrotK ELECTRICAL DETAILS Bm� 2.Rc� ' P{.Er m Am I.VT r3,a Ten —I— SCALE: nwvemm.GnlOUAwM9IKmsw[o.�O.mYniKflxn NTS 1 O Pi tl PVC/PP/PE a1s weauee 00so�eraeenw,v,lu.KQevnrleoon rttou:ca.saeaq Aden['arm PWve/Gn1tm Dnw'sms mM wo�nNm r eosoaoornMwmxa,nmroAN wurrcman REL'6141.sTIfY1 PP[ OV e.M3LE —I Y A➢i arA•¢ watnaalutw ae11Oie.umm0wlw"iao'owa'anB41ovii¢9MS.drenzwleewautFSAu ROV OPETIDS fnP fLlF/d06�1 B TEST HOLD DATA • / PLAN' AN VIEW RE<n� PI• —t9>n RINO@ p ION BY �� am:nu er�rxwe on.�marn,mroelcenmeo•oacaa°weoum'clff�u°NwsEmaavamranrnmrno»r rneaasmNur°nu°am'Ees°aro'wY anrmeumm„usi>mmxmtAaer��Nreaautma.iwvrnro McDONALD GEOSCIENCE Wlfleatl F W Av®n 1K e61NNtgrMm YNrtEtuntE ff FA090x OMM KAMF18w l eaF04YMTlY:xMYQNG1Onvi0FRIfA09°VY°e[RiMe CRnFeA. 2/22/19 @ 12:45 PM tarr•cr ICMA uo°nnamnv+tAsnnwe.xoerwaouowocmnnet. EL. 5.5' MIXED AND LOAMD o.o' bi > q' Roq ® SANITARY SYSTEM DESIGN O T HIGH GROUND WATER DESIGN EL. 0.5' WATER IN WEST LAKE MAND DLOAM Sc g 3 BEDROOMS WATER IN 11.0' Y ° I/A=FUJI CLEAN CEN-5 = 1-4 BR BROWN BOG WATER IN 13.0r — J Im""""°" LEACHING uJ BROWN SILTY ..sM �;�;.;R � SECTIONA-A VIEW sEcrtoxasvlEw [5] 8'X2l DEEP LEACHING POOLS � SAND g tr,en,.nr na�K V) [2] S'X2' DEEP EXPANSION POOLS 15.D' INE - �' -� CEN-5 WATER IN AT axnyAEs o�n:ae m°"'0.a7 w '30 W 0 PAFNE TOTNJ SW t WEST LAKEF QRL. _— . - — — 750 WEST LAKE DRIVE UJ - o Structural Drawing SOUTHOLD, NY w COARSE / (33'VAOE) — — Z r In SAND 1 7 0, raa .a.ae 1 wo^.PrAaaa �w7rnro rme u:w —— w m a,A' — _ SCTM# 1000-90-02.0-1.0 U ¢ ° E 2 n.04'B.•u x N7043'WW POL I7.OK 20` SUBDIVISION OF CEDAR E: ° m S71'43'50^ 300.00' Cn Z n 4�j unj B� our 1' rmsosf6 4 -- 285 CY OF CLEAN W1DIS I O'KING BOX N Ip z FILL USED TO t'It EE 6;" W/I KING.^.C'✓ER BEACH PARK =�3 0 Go o 4„ BACK-FILL THE FROM OV/75--- Li SANITARY SYSTEM I° ®;BR a' 3--T°LEA HING FIELDS FILED DEC 20, 1927 a o ("°"')' AREA FOR HEALTH (n a I— I t PROVIDE SPEED L`WLER VARIES 12" THICK UNGERUQ .V ON EAC14 CURET DEPARTMENT APPROVAL STAMP 0 0.2'-1.9't I 5 REBAR FIL TER MATERIAL "YPE I— -! Pure •se-y ; ®10.4c GRADE VARIES POLYLOK D—BOX DETAIL yY Lg pp smKz 3 II ,_J1 8"4 /5 DOAE). , y / :•� + to K1IF!HOOK II° N.T.S. I Lot 119 N1FS CREIr TO RE _0 NON-nff BUFFER Rror vs 4'KEY to 2-SIM TO BE 60 KSI Pg M TO BE MAINTAINED IN - PRESEFR CONDITK)N) pf r_ A J£NN7NEER TO OFR EI THE FWAL 'd CONSTUC710N OF RE/NN/NG WALL S Z o o o R£p/L4ED BY HEALTH DEPT. yyaA sKy + ENGINEER TO BE CALLED TO INSPECT THE 49' RONFORdNG BEFORE PUffN£NT OF CON1E � pla 1✓QN.,D{$TOR9A61r,F,.TdVFFER of p /'5 REBAR O 8'EACH WAY/N FOOTING I 6.09' N69'4$34'W ,� 89•93' RETAINING WALL DETAIL N70'39'33'W n�w� P1O�°•'�'TM I LEGEND N.T.S. DRAWN BY:,F I JP -EXISTING GRADE ' =PROPOSED GRADE .I LP-LEACHING POOL =EXPANSION POOL JANUARY 21,2021 FP OP DISTRIBUTION POOL t LITTLE PECONIC BAY SCALE AS NOTED SHEET NO: SITE PLAN SCALE: 1' 20' a=nat oIM Wino: -nos maa wnou i u p t N s tosswoP Q' u r AsOIryT c1i " 10. � �.! 1 Y 1 py2 ♦ � � 6 U � 0 pow_ to TONN 69W1R(AD M �+. i tYyc) v ,sat 00 s u✓, „ar KESr �� '� �•.,� w. � b � P •p Y �-. � p �.y ro.r,u,.� .t Mkl � x •. raw�D � � � �' �e t fl fi 1 t]Atc, ,p ti 1p w m 11 s s +tHq, a s b HOG ALICK MY ^-"•"" W. '" '� - - °""'� --`"-- _'^ --"-- rgnce av;^!� COUNTY OF SUFFOLK © x s n aotssooin secnoR No µme— �,�. P,I _O --.-- .�.�--.�-- m Reel Property Tax Servi eAgency v wig VaV U v,.,r. n r iiin•s't'N" " ___- u..u. --.-- wru.--r-- .rer r x i'y.+,• P rmc�w HM PROPERLY MAP tv Soil OFFICE LOCATION: ' ° MAILING ADDRESS: Town Hall Annex * P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 , Telephone: 631 765-1938 Cou 4 JiC LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 7, 2025 Re: LWRP Coastal Consistency Review for 106 MULBERRY CORP., c/o STUART MOY SCTM# 1000-90-2-1 South Fork Environmental Consulting, LLC on behalf of 106 MULBERRY CORP., c/o STUART MOY requests a Wetland Permit to construct a two story, single family dwelling (25'x42'4", ±1,058.25sq.ft.) with attached 7.3'x48.2' (351.86sq.ft) deck on south side of dwelling; install a 25'x6' (±150sq.ft.) stone driveway, a 12'x20' parking area on west side of proposed dwelling, and an 11'x20' parking area on north side of proposed dwelling; install a new innovative, alternative nitrogen reducing water treatment system (AI/OWTS); install sanitary retaining wall at an overall length of 99.5' and a width of 8.0" across the top of the wall; and to replace the failing bulkhead on west side and north side of the lot as well as to replace the wood jetty which extends into West lake, consisting of 198.0 linear feet of bulkhead to be replaced along the westerly and northerly portions of the subject property with the following measurements: timber top cap: 2.25' wide extended along the entirety of the bulkhead to be replaced, 9" diameter timber piles, 6"xT timber whalers, ±6.0' long tie-rods, ±6" diameter dead-men, and the use of vinyl sheathing (C-Loc or similar); the bulkhead return located perpendicular to the northerly portion of the bulkhead to be replaced at an overall length of 11.0' with a 2.25' wide top-cap, 9.0" diameter piles, 6"x6" timber wafers, ±6.0' long tie-rods, ±6" diameter dead-men, and vinyl sheathing (C-Loc or similar); the existing wood jetty to be replaced with new 15.0' long jetty with 9.0" diameter piles placed 1.5' on-center alternating between the east and west sides of the jetty, the use of vinyl sheathing (C-Loc or similar), 6"xT timber walers on both sides of the jetty, and 2.75' tie-rods; existing wood dock assembly to be removed at the start of the bulkhead replacement and re-installed in-kind and in-place at the completion of the bulkhead replacement consisting of a landward 5'x5' wood platform to a 14.1'x3.5' wooden ramp with 3.5' tall railings; a 13.5'x7.0' wooden floating dock in an "I" configuration secured by four (4) 9.0" diameter piles with two on the landward side of the float and two on the seaward side of the float; with the condition of native plantings along the front of the retaining walls, and that the retaining walls shall not exceed 2.5' in face elevations. Located: 750 West Lake Drive, Southold. SCTM# 1000-90-2-1 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 INCONSISTENT with Policies 4 and 6 of the LWRP. The entire parcel im located within FEK8A flood zones VE| Velocity Hazard and AE| 1% Annual Chance Flood Hazard. Structure in these vulnerable areas should boavoided or minimized due to the high risk mfloss. See RAPT layer at: The dock is not on the owner's land. Who owns the road? What is the water depth if the dock is considered? 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 South Fork Environmental Consulting LLC P.O.Box 2000■Bridgehampton■New York•11932 t 631.212.0532■matt@southforkenv.com HAND DELIVERED July 22, 2025 Mrs. Elizabeth Cantrell, Senior Clerk Board of Trustees J U L 2 4 2025 Town of Southold P.O. Box 1179 Southold Town Board of Trustees Southold, NY 11971 RE: 106 MULBERRY CORP. Property Situate: 750 West Lake Drive • Southold,NY • 11971 SCTM#: 1000-90-02-001 Dear Ms. Cantrell, As per your request concerning the above referenced Town of Southold Board of Trustees Wetlands Permit Application, please find attached: (1) Clarified Proposed Bulkhead Reconstruction Plan, prepared by SUFFOLK ENVIRONMENTAL CONSULTING, INC., last dated March 2, 2020 (three [3] sets). Kindly review the attached items and retain within your records for purposes of the scheduled Town of Southold Board of Trustees meeting concerning this project. Should you have any questions, please feel free to contact this office at any time. Thank you as always for your attention and consideration. Sincerely, att D. Ivans attachment cc: S. Moy M. Solomon, Esq. South Fork Environmental Consulting LLC P.O.Box 2000■Bridgehampton•New York■11932 t 631.212.0532■matt@southforkenv.com HAND DELIVERED E80a'irdtlo June 16,2025Mrs.Elizabeth Cantrell,Senior Clerk Board of Trustees own Town of Southold stees P.O.Box 1179 Southold,NY 11971 RE: 106 MULBERRY CORP.Property Situate: 750 West Lake Drive • Southold,NY • 11971 SCTM#: 1000—90—02—001 Dear Ms. Cantrell, With respect to the above referenced property,please find attached: (1) Building Plans & Elevations of the proposed dwelling, prepared by JOSEPH FISCHETTI, P.E., last dated April 20, 2019 (three [3] full size sets;and if applicable,three[3]reduced sets @ 11" x 17"). Kindly review these items and schedule this matter for the next available Town of Southold Board of Trustees meeting for permit issuance. Should you have any questions, please feel free to contact this office at any time. Thank you as always for your attention and consideration. Sincerely, Matt D.Ivan attachment f cc: S.Moy M.Solomon,Esq. Hobson, Thomas From: Hobson,Thomas Sent: Wednesday, May 14, 2025 9:14 AM To: 'matt@southforkenv.com' Subject: 106 Mulberry Corp. - 750 West Lake Drive, Southold Hi Matt, I am putting together your application for the above property to potentially be on the June Trustee agenda. You submitted a new site plan,but the building plans were previously stamped in on March 3,2020. We can't accept plans that have been stamped from previous applications. Please submit 4 copies of the building plans without the March 3,2020 stamp in order to move forward. Sincerely, Thomas Hobson Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 i I 1 P.O.Itox"I1 4 . IV Dj r-. MAR 2 8 2025 suuowio Town C60(- S L Board of Trustees i �j€ I I'.. _ I t � ti�•c:D= p6ifti DU ve qPi ump 1061VIULBERRY CORP. c/o Stuart 1VIoy Street • A artrnertt 7 New York New Yorke• 10013 fi 9 er r 106 Mulby,_ _ p. . _ a : ►ft :_ a^ (516) 579.- 6200 .. Z�, hertz- 090 — 02 -.001 I 750.West Lake Drive ,Southold New York 11971 go Matt D. Ivans @.South' g Fork Environmental Consultin LLC.'- U AAIeSS7� P.O. Box 2000 • Bridgehampton New York • 11932 631 212 0532 matt@southforkenv.com- .PharnaN mab ) 106 MULBERRY CORP. Property Situate: 750 West Lake Drive - Southold - New York• 11971 SCTM #: 1000—090—02—001 Applicant proposes to renew/supersede the existing and "in force" Town of Southold Board of Trustees Wetlands Permit No. 9873, issued April 14, 2021, which authorized for the following: "'...to construct a two story, single family dwelling (25' x 42' 4", ± 1,058.25 square feet) with attached 7.3' x 48.2' (351.86 square feet) deck on south side of dwelling; install a 25' x 6' (±150 square feet) stone driveway, a 12' x 20' parking area on west side of proposed dwelling, and an 11' x 20' parking area on north side of proposed dwelling; install a new innovative, alternative nitrogen reducing water treatment system (I/A OWTS); install sanitary retaining wall at an overall length of 99.5' and a width of 8.0" across the top of the wall; and to replace the failing bulkhead on west side and north side of the lot as well as to replace the wood jetty which extends into West Lake, consisting of 198.0 linear feet of bulkhead to be replaced along the westerly and northerly portions of subject property with the following measurements: timber top cap: 2.25' wide extended along the entirety of the bulkhead to be replaced, 9" diameter piles, 6" x 6" timber whalers, ± 6.0' long tie-rods, ± 6.0" diameter dead-men, and the use of vinyl sheathing (C-Loc, or similar); the bulkhead return located perpendicular to the northerly portion of the bulkhead to be replaced at an overall length of 11.0' with a 2.25' wide top-cap, 9.0" diameter piles, 6" x 6" timber whalers, ± 6.0' long tie-rods, ± 6.0" diameter dead-men, and vinyl sheathing (C- Loc, or similar); the existing wood jetty to be replaced with new 15.0' long jetty with 9.0" diameter piles placed 1.5' o/c alternating between the east and west sides of the jetty, the use of vinyl sheathing (C-Loc, or similar), 6" x 6" timber whalers on both sides of the jetty, and 2.75' tie-rods;existing wood dock assembly to be removed at the start of the bulkhead replacement and re- installed in -kind and in-place at the completion of the bulkhead replacement consisting of a landward 5' x 5' wood platform to a 14.1' x 3.5' wooden ramp with 3.5' tall railings; a 13.5' x 7.0' wooden float secured by four(4) 9.0" diameter piles with two on the landward side of the float and two on the seaward side of the float; with the condition of a planting in front of the retaining wall and that the retaining wall shall not exceed 2.5' in face elevations...". Please be aware that the proposed specifications within this application are identical to the specifications of the underlying Board of Trustees permit. Further, please note that site specific conditions have not changed since the issuance of the underlying Board of Trustees permit. 8, 861 square feet y� R-40 Zoning _. Prtv4zaw-Use d- Residential Vacant_ Land Residentially Improved Land E t' c r A COPY. as � ti �+ e X I "Y b advised a iea i n� t wo 9 B¢�d*Mgt . �or_� azB .uf,TnL 11 'a ffitied' ]fp s.l {s pri�act requl¢m a;v�a,ame,116m r; g Abaid,6f APpe -. �p�,l l � -i emo tibn_ T oWi: de=_or a�s'dete ed 6 .Iffi B ding ? YVs s�e-5�c n-_Property. ' e:a a r f� . a cc °` yes:, N/A r r -era -fqr. 1pra ► p . Southold Board of Trustees Wetlands PermitNo. 7133, issued 07-22-2009 Southold Board of Trustees Wetlands Permit No.7714, issued 01-22-2012 Southold Board of Trustees Wetlands Permit No. 9873, issued 444-2021 (renewed to 4-14-2025) Or- MI %je Has MgtraEP: �mef g Pr PLEASE REFER to the ATTACHED PROJECT DESCRIPTION JA 0:6, .r E7LALNDf rRUSMLLANDS APPLICAXION DATA,. Residentially im rove sub' !ct roarlyjp order to provide a single family dwelling in which-the,owner and his family may inhabit, and maintain the shoreline protection (i.e., bulkhead). �a bfx&dm D�Idtu� 0.0 -feet. (i.e.,bulkhead) �If'�-e dSz 0.0 f t 4 econs ru ted bulkhead) Le., d If es ,hmv much matcritfl villbe excavated?- . 0.0 -:cobra . €- .mg ri '-x% 1 be- e 180 ± cubk. Mirineirm 1W1i1 Sj ell GVI r yip, Small Front-End Loader /Skid-Steerer &by-hand. tfttzmenl Of the act,.if� °�€n-the,weflm s: tip! of ire town,tbat maymmit No impact to the wetlands anticipated,in that the majority of-all construction to be conducted upland of the existing bulkheads with hay bale/siltation fencing erected along:the perimeter of the proposed " construction activities in order to mitigate the effects of storm water run-off,also a 15'non-disturbance/ non-fertilization buffer to be established on the southerly end of the property adjacent to Little Peconic Bay.Furthermore,the replacement of the existing bulkheads at the west and north sides of the subject parcel will effectively -protect the area (i.e. Dug Inlet and West Lake) from shoreline erosion, consequently protectingthe wetlands which act as an important medium between the marine and ; � ; terrestrial environments of the immediate area. 1 f�JIj11�l11I1.1'i�S �I1Q1't.�111t11'D111i1P111Q���1�Sst'SS!)iL'Il1_��t711 Part.1-Priujccr lrifurmatton� The aplalicant qr piojccts�onsor is respansible`for tlrcoml"I"', of:PArl;1, Itespos be�,tiilic past t- the a ipltt�tuun for a�apaovel Ur r-ldiitg,ttti:sulk �t lu p 1b w i-vicvw, uiti tiiay Ue 3itisjcx.t iu furEttei verifi>iitouit.. conipiete Fart l based on ariftrn�attan currently Avftilabfl i additional searcti r tnvt stagtitton e needed to fit91y resp®nd to. n}P dem,.ple�e M tier Hs thc�roiig as pnsssble Enas `on tt ent Irtfnt anon Cumplete all stem off pAft 1,. alsapro"de:any.a4dttoonal n#Qrm4atibn_,4wch yoi►'bdlrCve*HI be'n�ded by b ,z>st;�it8 t6 tbd:ead aget�cy,;aitach aticIltuojtal,pa, "s'as ne e.scary to supplement aay item'. 1'si'r ,1 -Pc+vJeet:sind S'�on§o •lnfotmsititia �'�tane••:ofActian vrPn��ec�t�i; - - - 106 MULBERRY CORP Property ,Project Iy , 4on;(closcriba,,aciitl attaoh.a loeiti6n,magj> - _.. - ----------a- 750 West Lake Drive • Southold,New York 11971 "� Ri;aef'L1�esr�p4tion.o£:i?raposed-Acfiott;' PLEASE REFER to the ATTACHED PROJECT DESCRIPTION. �iainc._of,Apphcaritr SooiisQr;: - — TeJepElone:�" (631)212-0532 Matt D.Ivan @ South Fork Environmental Consulting LLC E•1vlail; - T_ Addrass: r- C'ttYiP�1 1 9]pes the,"proposed actf8ri only rnt"Nv"thi--ie aslitttve a optroti f a plan,IaCal l t4r+ ora3man e� 1VQ; 'CS, %A(fains rulfr,or reg'Watt6rt� El Yes attach a nariatavc descrtptlon of the intentA, q proposed,acttar rind the enAronmental`resuutiocs Elie€ 'El may_bo�tffect+.d tn,t[te mttnaeapalstyansI pr�aceed to•fact 2: If no„contenue to c)uesotoon 2: . ? Daes;the proposetl action.require:a.pernrit,?pprovai or-_fit,�din from arty other:t ovemntenritl:Agencyp NU: AT S if,S ti 1ls 4. gcy0Y_,n :@q eeniii -,apprcwah-v_ NYSDEC Tidal Wetland Permit,NYS Department of State,Southold Town Building Permit; _US_Army Corps of Engineers,_Suffolk_Co.Dept.of Health Services,Southold Zoniri Bo@rd of A pals - ---g-- - -- -pp- otal;tii:rc n4 Ofthc sitd. tl�e;'prirposcci action 0:2± at;res .. c b._Tota!acrc�c::to be physfcatly-�ItstiubcdP: R, 0 04± pc es: c:Total acrcage.(prolect site and tny'contiguous..properfies)ownc4 or.confrnlled.lay:the.tppli ttt or projea,,spansor'# 4 0 2± aems 4: Clio cEc all lend"ttscs that eectir on,adjoiiiitig�and neat the,proposcd,action iIr{aan. ❑Itut�rl(non-�-agrrcuftttre? p Industrll ❑Camr'iercral �ReSldential suhtrrl}an' EW6s[ r(spe'oi Markland PWIii °4. 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ El ❑ b.Consistent w.1th the adopted comprehensive planT 0 0 ❑ 6. Is the proposed action consistent with the predominant character of the existing built or naturail NO YES landscape`s In E1_ 7. Is tJte site of tile_proposed,action,located in..:ordoes it adjoin.a_state listed Critical Environmental Area?l NO YES If Yes,identif3' �__a._ra.-� ,__ �_�z �_.n ... _-„� �_. ..�. -_ s r�_�., ❑ 0 X S. a.Will the proposed action result in a substantial increase in traffic above present levelsl NO YES b.Are public transportation service(s)available at or near the site of tile � a proposed action? 0 0 a Are any pedestrian accommodations or bicycle mutes available on or near site of the proposed action? El I 0 9.Does the proposed action meet or exceed the state energy code requirements: NO YES if the proposed getionr�_v_ill exceed requirements,describe design features and technologies: � � ❑ 10. Will the proposed action connect to an existing public/private water supply: ~ NO YES ______If 3_o.describe.meihod for providing_potablewater:,� _ _ _ _ __ .__ ❑ `l I.Wiil-the proposed action comma to existin wasteii,car utiiities?�� NO YES If No,describe method for providing wastewater treatment: UJU The project wiliutilize a SCDHS-approved I/A OWTSa� 12. a.Does time site contain a structure that is listed on either the State or National Register of laistoricl NO YES Places?l 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,contains NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ 0 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: Y Existing Bulkhead on the north and west sides(Dug Inlet,,West Lake respect)of the subikt� ;. par_ceLtQ_be:replacecL.(19-8.0+.linear:£eettof-bulkbead)—.�,_.___._____._-- - _ -_— "I : liientify tlieiypic:rl habitat types that occurorm,or are_likiely t6 be faund on the project site-Check:ill that apply: p Shoreline 0 Forest p Agricultural/grasslands O Early mid-successional p Wetland p Urbau ED Suburban 15.Dori 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 endangeredl 0 ❑ 16.Is the project site located in the 100 year flood plain] NO YES TTFFXT 17.1Will the proposed action create storm water discharge,either from point or non-point sourcesT NO YES If Yes, a. Will storm water discharges flow to adjacent properties? l NO YES El 0 b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe:___ _ _ ONO _MYFS Storm water run-off to be mitigatedusing gutters,leaders,and drywalls Page 2 of 4 . J f � 18.Does the proposed action include construction or other activities that result in Vie impoundment ofl NO YES water or other liquids(e.g.retention pond,waste lagoon,dant) If Yes,evplatn pyrpose and size: v19:1 tas the site of the p�opossd action ar an�itjoining property teen fie location of Littetive o�clo`sedd� — NO YC5 solid,waste management facility;] FRI]t Yes,descr►be: i; 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing orl NO YES completed)for hazardous wastel If Yes,describe: ❑ M I AFFIRM THAT THE INFOWNIATION PROVIDED ABOVE IS TRUE AND ACLU RATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor' Matt D.Ivan @ South Fork Environmental Consulting LLC Date:1 12-28-2024 Part 2- Impact Assessment] The Lend Agency is responsible for the completion of Part 2. Answer all of the following questions in fart 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"]lave my responses been reasonable considering the scale and context of the proposed action?" No,or Moder.ite small to large impact impact may 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`i ❑ ❑ 3. Will the proposed action impair the character or quality of the existing community's ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused they Elestablislunentofa Critical Environmental Area(CEA)T El S. Will the proposed action result in an adverse change in the existing level of traffic oq El El existing infrastructure for mass transit,biking or Nanik-wayr . 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: El EJ ?. Will the proposed action impact existingi ❑ a.public!private water supplies? b.public t private wastewater treatment utilities? ❑ S. 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 ❑ El waterbodies,groundwater,air quality, flora and fauna)' Page 3 of 4 4 r saa'iB9' tt;largc 6pgnc lrian,tcd nteap :1111W occur oecttr 1.0.-�4i19 tL�ts Caxr�pc�s+�t:actic�i7,;rc�t�CtAn;a� �dcr�: vin-the,::taoseiztiaC tar�:cos��xe,:��scxiit��„�r,�lrt�i�?a;�� pr bleEns'�: l l C l.,, L'a11.tC a�r psas 3 ttcE r1 oeeaie a hu?r?r 6�iivarogt,i tttl q-0,.4NPSor Ciituiati heaffCi'r. uestaon an PaFt lllil,was'ansrr, re °cati 'inipait.may acir',ter ithcr�is a need;to e�pla,n tiC1y;a�+arraqiil5r �iuin�n xogr+�p�esr�cia�tt7.anxrixi� garwillnc�t;e�suiton:i'sa�;niican aclmuseisr�varc�ncri�attnlin��:tct,p9 aCOMPi�se'Ii.�t3.,, rt 3 slrc tld,-;lh.stt ccent.,tt t rC;'dentAC tlxe to t.includ rag'�ar��r tlic s n s or dpl Agnreicmee 6 tljat;have bacr hiclu4e�i.b4 tlie<Iaroject s-pnsar.to avcaid ar cedrace i�izpa 4 fiart 3 should JsoexplaiF�ha y-tlte l tcl:a�erscy.;IeteFinaned tEtat;the-inipacr. may still not n sac is .nt:C scly p. Gat t�taal cnlaatit Ctcstiltt-E assc s d,coMidedug its ett'ng;probabiluy.of,owu(r4,tgj., duratann::it:e�vee ibalQty,:g t�grnpCtia'o scope and eti eg�ut4ttle. ACs!a-cnFt„ C r.tlle potential cr short:=#ermt fle�n�teran�indl Clirlltil�t�1!J�-1tllp�fclCt5�-,( . 4 i. i. 1 Y { I' j i s 6 qi I ^ t s {r i 7 Cft c[y this Gat�fyr�u l avc•ciet nlaseiecl, based can the an riilatsore xirid anQly��s sl ove;and My supportcng:d�currretita�ioii;, tf1�tC[tie Cabe u cC aiG'tatalt la cy Cl a4EltltY t]EaS'.OE fLVre pu ttUally lad c 1F.rtp,I' fl st[Jt3l�tiGf.0 1i1li&(S gull idl envan nmen'C itnpn t�xsttarrenx as gttarer�_ Cla n tltas t`Ux a } fit l3dv�d tc;rn�aneci,Ea tantkt aniarrri.ataon nd aat }gas be vc a cl n}�sttpportat� cica�un�ent inn;, tCiat:tte px � cis aafi+�a:will ncit result an ally��gnilacantderse itiVary�triletttal arrlaact,�. D'eintor Type neof Itespons�ble a cer ari;Dead Agenc}r Tfi lea lR spQris ple Offw, gi �urre�RR(s,,OjEs�lale,{7 is ;�r�Lc���l_A enc} �a nit e*P parer(pf�ia��erent irc�tu Reap ai�a[�Ic�?`i�tcer� -PRINT Pali~ of 4. of Trustees APplication AFFIDAVIT 1061V nBERRY CORP.% Stuart Moy BEING'IIULY SWORN DEPOSES AND.;A PFIRMIS TI AT HEISHIC-IS THE APPLICANT ABOVE DESCRWEU PER, T,(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/1-1ER KNOWLEDGE'AND BELIEF,AND'THAT ALL WORK WILL BE-DONE IN THE MANNER SET FORTHJN TWS APPLICATION ANI)AS MAC R3E A,I P,RGI't D D TIC.SQt)'�HOLD,TOV4 N HOAR OF TRUSTEES. TAE.APPLICANT,AGREES:TO Ht.)]LD`TIM-TOWN OF SOIfTI,OLD AND THE BOARD-OIL TRUSTEES llikkm f FSS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISI.N.GVNDEIt OR.BY-VIRTUE OF;SAID 09RMIT(S) IF T. GRANTED IN COIYIPLETING:T�S AFPi.IGATIQI1T,; REBY AbTH0RFZE•THE TRI35TEES,T IR AOtNToj,-OR-REPRESENTATI`i!ES,INCLUDING.-THE„ CONSERi/ATION,ADVISORY COUNCILS TO ENTER ONTO:•I Y PROPERTY TO Ii�°SPECT THE-PRENI-ISES IN Cf)niJUNCTION WITH TI.IS APPLICATION, IN LUDLN.G A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO: NT R-ONT. O MY,FR.OPERTY AND'AS'REQV ED TO INSURE, COMPLIANCE W I ANY CONDITION OF ANY WETLAI D OR COASTAL EROSION PR RMIT ISSUED B'YTHE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. �r t nat r c� 'P �apee ty w r l Signature of-Property.Owner SWORN-TO BEFORE ME THIS ( �� .DAY OF G .20 LILY CHEN Notary Public,State of New York unlified in K ny s8 o342 unty \� ry Public G®tn►Aission Expires June. 20�'6 `board of Trustees Applicaf AUTHORIZATION (Where the applicant is not the owner) 106 MULBERRY CORP. c/o Stuart Moy owners of the property identified as SCTM# 1000 090—02- 001 in the town of Southold ,New York,hereby authorizes South Fork Environmental Consulting LLC '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. I?.ropetty(?wners Signature, Property Owner's Signature SWORN TO BEFORE ME THIS (OA DAY OF � 20 c` LILY CHEN Notary Public,State of New York 1 CH6188342 Otary PublicCommission F�cpires J ne 9��� A APPLICANT AGENUlEl'RE ,NT,e IWE i ' a tl' . r r: .� l . tt. fie .: n em . -t® seti•, ifis'1'pf�le'to vie int'oriira4lorrwla cl" a�i'nla" •tl►t+t n v 'esaltat �tintlt �a lnt�``ari �loav t o'lnke`altatavcrded{on#s YOMNAM&'_ - Moy, Stuart (106 Mulberry Corp_.)__ (I�tast mane;frost naxne,4ilddle tidtIrtl,unites ydU W npplytng In the name of �sotneootnetse oe ottaerentity,s�clras a coni�y:ifen,indteate tt9n�i9 perso.wslorcomiipy`g�ts e:) NAME OF APILICAiTIOId: (Check all dint ap*.) Tax grrlew it t3ttltii�ng•. `loriaface firustcea Channe orzone. Coastal Erosion Approvidofpint Exculptlare from plat or official reap P!>fW ng, Other WOtherw"Wift die cetivity") Do-you pconslly(Qr through-your cvmparaj+, ren tp,ou*Aling,pat;or ch,Id)kiwi-n relWahship_witharrY of ie�x.or0optayee ai?thrr Ta�vm;of Saushvid7 "RelntEarislt6p" ir9elgd�s�y tiloacl,rrt�aring�:ar t�h��itttere�i,"'ilusniegb interrst'.'rnea�a ltWrsirr�s, including a,p�rtndship,.in whicia the't4wn aff�ror erholoyee,luis evt:n o pattaat pwncr�latp.bf(ns emptoyraiant tsy)::u co"fstiun in whieh the log>t`o(lir aaz elayce'awfr aarr th .S*o�sfttit shams' YES NO 6 if you umswered"YES",comptete the bralerae.oftlds four and hate endsign where indicated. Name of person employed by the Town of Southold Title or poalilon of drat persva Desctitie the relationship bettiveen yaalrself(tI>e�tppft tlagent/repn ntative)and the:tbwn utt oer or.employm E1th"clack the apprapfl®te line.-A)tlimugit D)nrtaitgr d�rsertbc;in the il*'a oradided.. town Eicer oe entploya r er his nr 6er spouse,si6ttog,parent,or clgitd is(chi nil HW apply): A)the cr meepf grcntt this 5 �b1 thc:shirrres f.[he cacpar'ids k of tl*Mptic xt hen flat mpplicaiit fs a cdVaration}' _ „B),the legal'or ben Amu.owrtev ofatiy iWere in n nera-ca�a°ate,entity(when`tha dpplleant is not A ogrporntion)F Cy an.oilieet,ditector,�pait*f,or employee of the applicant;or D),the act"appilcont, DESCRIPTION OF-RELATIONMW SubtnMW this, djjw of JOLY tzn�trire, _ .�— Pnnt:Name: Stu' r Fenn-TS 1 • LILY CHEN dotary NPublic o1'State of w York CH6188342 Qualified in Kings County Commission Expires June 9,20 Glenn Goldsmith,President �OSOFFO/'rZ119, Town Hall Annex A.Nicholas Krupski,Vice President ��� 'y,a 54375 Route 25 Eric Sepenoski y = P.O.Box 1179 Liz Gillooly �0 Southold,NY 11971 Elizabeth Peeples 4y p� Telephone(631)765-1892 col As Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS /000- g0-a-a %dO - �O- /-,�26, � Above are property tax map numbers (SCTM#'s) listed that you need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at https:Hsouthbldtownny.gov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment Roll." This will take time to download as it is a large pdf. Once downloaded when you go into it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of Mailing form must be submitted to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you put the sign up where there is more than seven days before the hearing, just leave it up through the day of the hearing. You can take it down the next day. Glenn Goldsmith, President ®F S®(/�� Town Hall Annex A. Nicholas Krupski,Vice President ,`O� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski l Southold, New York 11971 Liz Gillooly rva Telephone(631) 765-1892 Elizabeth Peeples Al� ,Q Fax(631) 765-6641 courm,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, AUGUST 13, 2025 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL LOCATED AT 53095 ROUTE 25, SOUTHOLD PROJECT DESCRIPTION FOR: South Fork Environmental Consulting, LLC on behalf of 106 MULBERRY CORP., c/o STUART MOY LOCATED: 750 West Lake Drive, Southold. SCTM# 1000-90-2-1 For a Wetland Permit to construct a two story, single family dwelling (25'x42'4", ±1,058.25sq.ft.) with attached 7.3'x48.2' (351.86sq.ft) deck on south side of dwelling; install a 25'x6' (±150sq.ft.) stone driveway, a 12'x20' parking area on west side of proposed dwelling, and an 11'x20' parking area on north side of proposed dwelling; install a new innovative, alternative nitrogen reducing water treatment system (AI/OWTS); install sanitary retaining wall at an overall length of 99.5' and a width of 8.0" across the,top of the wall; and to replace the failing bulkhead on west side and north side of the lot as well as to replace the wood jetty which extends into West lake, consisting of 198.0 linear feet of bulkhead to be replaced along the westerly and northerly portions of the subject property with the following measurements: timber top cap: 2.25' wide extended along the entirety of the bulkhead to be replaced, 9" diameter timber piles, 6"x6" timber whalers, ±6.0' long tie-rods, ±6" diameter dead-men, and the use of vinyl sheathing (C-Loc or similar); the bulkhead return located perpendicular to the northerly portion of the bulkhead to be replaced at an overall length of 11.0' with a 2.25' wide top-cap, 9.0" diameter piles, 6"x6" timber waters, ±6.0' long tie-rods, ±6" diameter dead-men, and vinyl sheathing (C-Loc or similar); the existing wood jetty to be replaced with new 15.0' long jetty with 9.0" diameter piles placed 1.5' on-center alternating between the east and west sides of the jetty, the use of vinyl sheathing (C-Loc or similar), 6"x6" timber walers on both sides of the jetty, and 2.75' tie-rods; existing wood dock assembly to be'removed at the start of the bulkhead replacement and re-installed in-kind and in-place at the completion of the,bulkhead replacement consisting of a landward 5'x5' wood platform to a 14.1'x3.5' wooden ramp with 3.5' tall railings; a 13.5'x7.0' wooden floating dock in an "I" configuration secured by four (4) 9.0" diameter piles with two on the landward side of the float and two on the seaward side of the float; with the condition of native plantings along the front of the retaining walls, and that the retaining walls shall not exceed 2.5' in face elevations. INOTICE 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: 106 MULBERRY CORP., c/o STUART MOY SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING: Wednesday, August 1% 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 Town of Southold LWRP.CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 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 significant 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",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,the action should be analyzed in more detail and, if necessary,modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# 090.00 - 02.00 - 001.000 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept/ZBA. ❑ 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: Applicant proposes, for regulatory approval, to construct a two story single family dwelling(25' x 42'-4"= 1,058.25 ± square feet) with an attached deck (South side of proposed dwelling: 7.3'x 48.21=351.86 square feet,West Side of proposed dwelling:25' x 6' = 150 ± square feet), a stone driveway on the west side of the proposed dwelling (12'x20'parking area(west side of proposed dwelling)and 11x20'parking area(north side of proposed dwelling)), a new innovative, alternative nitrogen reducing water treatment system(IA/OWTS),and to replace the failing bulkhead on the west side of the lot(adjacent to Dug Inlet) and on the north side of the lot(adjacent to West Lake) as well as to replace the wood jetty which extends into West lake. Attach additional sheets if necessary Location of action: 750 West Lake Drive • Southold,New York• 11971 Site acreage: 8,861±square feet (0.2 acre±total) Present land use: Residential Vacant Lot 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: 106 Mulberry Corp.c/o Stuart Moy (b) Mailing address: 106 Mulberry Street•APO •New York,NY* 10013 (c) Telephone number: Area Code(516)—579-6200 (d) Application number, if any: N/A 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? 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 The proposed project is consistent with this Policy in that, the applicant proposes to construct a single family dwelling with an attached deck on the south and west sides of the house, a common place structure for the area in that many other homes in the area are adorned with similar appurtenances. Consequently, the proposed project is consistent with the above referenced Policy. 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 Policy 2 is not applicable in that the surrounding area does not include any structures that can be classified as an historic or archaeological resource. 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 5 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The proposed improvements (i.e.Single family dwelling w/attached deck) will be constructed consistent with the predominant character of the surrounding neighborhood. Consequently, the proposed construction activities are consistent with the above referenced Policy. 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 M No ❑ Not Applicable ❑ This project is consistent with Policy 4 in that, the proposed bulkhead maintenance will protect the integrity of the adiacent channel (i.e. Dug Inlet) from erosion. Consequently, this project is consistent With Policy 4. 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 This Policy is not applicable to the proposed proiect. 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 This policy is not applicable to this project. Attach additional sheets if necessary I 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 This project is not applicable to this Policy. 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 This project is not applicable to this Policy. Attach additional sheets if necessary 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 This protect is consistent with the above referenced policy in that, the proposed bulkhead maintenance will provide for navigable use of dug inlet, allowing the residents situate on West Lake access to Little Peconic Bay. Consequently, the proposed activities are consistent with Policy 9. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LV*r"Section III—Policies;Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to the proposed project. 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 This project is not applicable to this Policy. 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 This project is not applicable to this Policy. 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 This project is not applicable to this Policy. Attach additional sheets if necessary South Fc, Environmental Consulting LLC P.O.Box 2000■Bridgehampton•New York•11932 t 631.212.0532■matt@southforkenv.com HAND DELIVERED March 28, 2025 u Mrs. Elizabeth Cantrell, Senior Clerk Board of Trustees 91 NJd,T n Town of Southold B l `?F`" P.O. Box 1179 Southold, NY 11971 RE: 106 MULBERRY CORP. Property Situate: 750 West Lake Drive • Southold,NY • 11971 SCTM#: 1000-90-02-001 Dear Ms. Cantrell, As you may remember, the above referenced property benefits from a Town of Southold Board of Trustees Wetlands Permit (No. 9873) for improvements thereon. This permit was granted a Final One (1) Year Extension on March 201", 2024, extending subject permit to April 14, 2025. In that this is the last extension of subject permit, this office hereby requests for the superseding of this permit by way of a full Town of Southold Wetlands Permit application and the issuance of a new Wetlands Permit reflecting the identical proposed improvements as approved under Wetlands Permit No. 9873. Please find attached: (1) Town of Southold Wetlands Permit Application (original and two [2] copy sets), including Project Description, Affidavit, Authorization, Applicant/Agent/Representative Transactional Disclosure Form and Corporate Resolution identifying Mr.Stuart Moy as President of 106 Mulberry Corp.; - 2 (2) Short Environmental Assessment Form (original and two [2] copy sets); (3) LWRP Consistency Assessment Form(original and two [2] copy sets); (4) Location Map (three [3] prints); (5) Photographs of subject property (three [3] sets); (6) Survey of subject property, prepared by FOX LAND SURVEYING, last dated February 13, 2025, indicating the existing vs. proposed conditions thereon (three [3] originals); (7) Proposed Bulkhead Reconstruction Plan, prepared by S UFFOLK ENVIRONMENTAL CONSULTING, INC., last dated March 2, 2020 (three [3] sets); (8) Copy of the underlying Town of Southold Board of Trustees Wetlands Permit (No. 9873), dated April 14, 2021, for easy reference (three [3] copy sets); (9) Copy of the underlying Town of Southold Board of Trustees Extension of Wetlands Permit No.9873, dated April 17,2024,for easy reference (three [3] copy sets); (10) Copy of the New York State Department of Environmental Conservation(NYSDEC)Tidal Wetlands Permit(No. 1-4738- 04087/00007), effective February 7, 2025, concerning subject project(three [3] copy sets); and (11) Check made payable to the "Town of Southold" in the amount of$1,250.00. Kindly review the attached items and schedule this matter for the next available Town of Southold Board of Trustees meeting. We are hopeful that this request can be expedited in that the project is identical to the originally approved, and that the overall conditions of this property remain 3 unchanged, all since the initial approval of the underlying Wetlands Permit and all subsequent Permit Extensions since then. Should you have any questions, please feel free to contact this office at any time. Thank you as always for your attention and consideration. Sincerely, Matt D. Ivan attachment cc: S. Moy M. Solomon, Esq.