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HomeMy WebLinkAboutTR-10597 Glenn Goldsmith,President ����f `�® Town Hall Annex ��f�®� 54375 Route 25 A. Nicholas Krupski, Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UNTi,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 111 day of construction '/z constructed When project complete, call for compliance inspection; Glenn Goldsmith, President ®� S®(/,� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski J J Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples ® �® Fax(631) 765-6641 ®lyC®U ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 26, 2024 Pablo Leon 1095 Verbena Avenue Merrick, NY 11566 RE: 1400 SALT MARSH LANE, PECONIC SCTM# 1000-68-3-2 Dear Mr. Leon: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, March 20, 2024 regarding the above matter: WHEREAS, PABLO LEON applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated July 25, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator did not issue a recommendation within 30 days of receipt of the application, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 14, 2024, and again on March 20, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees APPROVE the application of PABLO LEON for the existing dwelling with a 40.2'x24.5' basement level; existing 40'2"x24'5" (1,163.03sq.ft.) first floor with a 9'11"x18'5" den and ±4'x12' wood entry platform and steps to remain; existing ±'6x5' wood entry platform and steps off north side of dwelling to remain; a proposed 822.94sq.ft. (36.2'x24.5' "L" shape) second story addition with a 24.5'x8' (±195.20sq.ft.) open terrace with 4' of terrace to be cantilevered on the seaward side of the dwelling; total gross area to be 2,966.85sq.ft.; install an I/A OWTS system-on the landward side of the dwelling; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer area along the landward edge of the top crest of the bluff; with the condition that only native vegetation is to be planted within the non-turf buffer area; permanently close PVC pipe for drainage; and as depicted on the site plan prepared by PL Engineering, P.C., received June 18, 2024, and stamped approved on June 25, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly ours, Glenn Goldsmith President, Board of Trustees GG/ec .'-. GA��u+n ,�. y4>+ "",. ,_n ;�mot'•`°�'''p.� , -'��'~�; `V Y h 4 Y`'� '� ,. ,4a +° '�.. h250 T ;: �%' •:� ,t,'•, .• _ .:'' '•,•. 1.• :�• .. `•%.r .: .: :Irk,::•. �� �` .y...,a+ ,: , :..�'.! �� -:&.;,,:'..�.`�_ :sw:7'�,aSs".Sl:2T�T.�:'7h.'Y.tX.^.`.'`F.r1R4:f.*,_R4T3�`2}!D ';S.#,44"�'A.t4"'S:X4'J'.`:i+:LxsLS?:,T'.";=!.'»s�ctb'id'.',."ItiS�X�G�i�6:`f•�'?�I!«5^:si„'ii°.'S4�'`,7L�i�;9.S;dF�''�."�S. Fd'�ZN � y 4.. R. BOARD OF SOUTHOLD TOWN TRUSTEES . g �z t SOUTHOLD,NEW YORK �{ PERMIT NO. 10597 DATE: MARCH 20,2024 ISSUED TO: PABLO LEON PROPERTY ADDRESS: 1400 SALT MARSH LANE, PECONIC SCTM# 1000-68-3-2 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 20,2024,and in consideration of application fee in the sum of 1 250.00 paid by Pablo Leon and subject to the Terms and _ ! r Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: : Wetland Permit for the existing dwelling with a 40.2'x24.5' basement level; existing ° ` 40'2"x2415" (1,163.03sq.ft.) first floor with a 9'111'x1815" den and f4'x12' wood entry platform and steps to remain; existing f16x5' wood entry platform and steps off north =r:` side of dwelling to remain; a proposed 822.94sq.ft. (36.2'x24.5' "L" shape) second story addition with a 24.51x8' (f195.20sq.ft.) open terrace with 4' of terrace to be g' s cantilevered on the seaward side of the dwelling; total gross area to be 2,966.85sq.ft.; install an I/A OWTS system on the landward side of the dwelling; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer area along the landward edge of the top crest of the bluff, with the condition that only native vegetation is to be planted within the non-turf buffer area; permanently close PVC pipe for drainage; and as depicted on the site plan prepared by PL Engineering,P.C., received June 18, 2024, •, and stamped approved on June 25,2024. r IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ; and these presents to be subscribed by a majority of the said Board as of the day and year written above. c°ems �, .�.��� Go &�aAAAzk � _• -`F �,1 �kst+i�•z;s7..ks�i.;:�'3�7'.;;.,tl�)2&'S,s°7.�x'v:'+Is'ae�,�`dx�f.K:fiBtv.. 1stti:SS .in'SA: rC2 •/.F` .oJ.tS,:,tt?` :s27Ztw:st�i;.tlSYsa'M.6S�P+'0.`t�FrX6:55Xn� e isri�flri�a%c�f7.a'Ft�s?.TJG'a�C.te7Rd�u k .;" t'y. c��JS �:'.t;. r le�'` -.'tit' .��_ �'j',ry� .`�YJ,'-�. .�• ',;i=�:j �`-�. .. `,y '�d 1L�_J .�„''r ��-"• +a'+3..�'•tt"; •`` ti4 r i. 1, Y �'�L.' 1�:.• •.e:�•,it.wr`l� _ 'tk'ett.l +•. d .,fi;p..:� 't%o 4.H TERMS AND CONDITIONS The Permittee Pablo Leon 1400 Salt Marsh Lane Peconic,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the'Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. 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 interfere 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. OWNER PABLO A.LEON 1400 SALT MARSH LANE,PECONIC,NY 11958 APPROVED, BY S.C.T.M. ,,;"BOARD OF TRUSTEES S.C.T.M#: 1000-068.00-03.00-002.000 TOWN'OF. SOUTHOID I/A OWTS SYSTEM NOTES DATE ^^ c 1 • NEW I/A OWTS SYSTEM TO BE INSTALLED AS PER SUFFOLK COUNTY VIJ�2 d J e�-O DEPARTMENT OF HEALTH SERVICES(SCDHS)STANDARDS FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCE. • I/A OWTS SYSTEM SHALL BE FULLY APPROVED FOR USE IN SUFFOLK COUNTY BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SCDHS). PROPOSED I/A OWTS SYSTEM SHALL BE(1)FUJICLEAN CEN5 OR 77 -' APPROVED EQUAL AS PER SUFFOLK COUNTY DEPARTMENT OF HEALTH .. SERVICES(SCDHS)REVIEW AND REQUIREMENT. • NEW I/A OWTS SYSTEM TO PROVIDE MINIMUM 400 GPD FOR 3 BEDROOM RESIDENCE AS PER SCDHS STANDARDS FOR SINGLE-FAMILY RESIDENCE. S D VND NOTE: SANITARY SYSTEM CALCULATIONS: N 1. ELEVATIONS ARE THE MINIMUM REQUIRED AREA FOR THE SEPTIC TANK FOR 3 BEDROOMS G (�L� _15.94' ' REFERENCED TO RESIDENCE IS 27 SQUARE FEET AS PER TABLE 2A OF THE SUFFOLK COUNTY 1 -4 N.A.V.D.1988 DATUM DEPARTMENT OF HEALTH SERVICES STANDARDS. N 74 3241. 9 __1511 W_,�„w �" -6 �. PROVIDED 400 I/A OWTS RATED TREATMENT CAPACITY(GALLONS/DAY)AS PER TABLE 3 IN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES STANDARDS. 4 '8 �o A LIQUID SURFACE AREA OF 27 SQUARE FEET <11 (1) 8'-0"DIAMETER x 12-0"EFFECTIVE DEPTH ,y THE MINIMUM LEACHING REQUIREMENTS FOR 3 BEDROOMS RESIDENCE IS 300 S.F SQUARE FEET AS PER TABLE 4 OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES STANDARDS. 20. _30 moo; 10— — PROVIDED(2)8'-0"0 X 12'-0"DEEP PRIMARY WITH SIDE WALLS AREA: 12 ° (8'DIAMETER=25 SQ FT X 12=300) 300 S.F.WALL AREA=300 S.F.,OK. 20 �5° 3g/Y � _ ')•--�\.' ram'- yy:A COASTAL EROSION 49.7 15'-0"WIDE NON-TURF 1 HAZARD LINE "�-- -.- ••- \\ VEGETATION BUFFER PROVIDE PLANTING,"AMERICAN 50.8 ` �, � 48.9 a OIL FILL CAP FOR OIL TANK IN GARAGE BEACH GRASS",TO PREVENT ti.. EXISTING WATER SUPPLY COASTAL EROSION 48.8 .' EXISTING WELL(WATER SUPPLY) SCOPE OF WORK ADDITION OF A SECOND STORY TO ACCOMMODATE A MASTER BEDROOM �+iy me q pb AND THE MASTER BATHROOM. 4 ' y`9q �o�yo �0 p DRYWELL FOR ROOF LEADERS NUMBER OF BEDROOMS WILL REMAIN AS (3)THREE BEDROOM RESIDENCE N/O/F CONTROLPANEL PETER A. MOESEL BLOWER /� 45.6 `_ � & STARR R. MOESEL 46--- - 1 ---''� ' PROPOSED I/A OWTS"FUJICLEAN" 45.5 V 'bry MODEL CEN5 �/� 6 4 (MINIMUM 400 GPD REQUIRED, 44--- 1 42.3,,_,�' ,a° r,� MAX.500 GPD TO BE TREATED) ( __ O T ss i' a�. 42-_ LOCATION OF TEST HOLE EXISTING UTILITY OVERHEAD WIRES r' 4 . _ I 'MCP 40- _ - ///3 . EXISTING ELECTRIC METER �s.s EXISTING UTILITY POLE UL#12-5 w� 80 fav, C PEE Q9'i_ w pIRS ROAp< ^ N o N Br49�00� Evn 38- pOLE 490� TUBE LEACHING POOL P o r w/z s 5 82' 3 y$'��2 37.0, yyAy PROPOSED 8'o X12'DEEP LEACHING POOL 'm���✓ 93' RIGHT OF Vf-0 o� 36.7�, MARSH LANE) SAL NLAND TRUST PECONIC °o SITE PLAN n SCALE:V=20'-O' E C E � U E D JUN 1 8 20M Southold Town Board of Trustees ISSUE PROJECT DATE: 12/08/22 SEAL 8 OF N SCALE: AS NOTED Z� Fw LEON RESIDENCE # DATE FOR 1400 SALT MARSH LANE JOB No.: _ G,�PO ALFONSO y0 . 1400 SALT MARSH LANE 1-2s 24 zBA DWG BY: LYS * ��� 'p PECONIC,NY 11958 PECONIC NY 4 2-0e 24 AS PER TRUSTEES' DWG No. r �� MEETING ON 02/07)24 .� ENGINEERS UPDATED AS PER 53°24 SCDHS APPROVAL DRAWING NAME STA rL ((J PL ENGINEERING,P.C. N �� 486 SUNRISE HWY,STE.100B 1 6-14-24 DOB COMMENTS SITE PLAN I 1_ TEL(51 CENTRE,NY 11570 (I/A O YY I S) A�O - TEL(516)5990136 V FAX(516)5993419 1 OF 1 �F$S��NP INFO@PLENGI NEERING.NET Issued To P4bio �-eo� Dade Addl"�SS �y00 SIMI . Marsh Lcne� Qec.otl�C THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFI,CE.TOWN OF 50U.7'HOLD SOUTHOLD, N.Y. 11971 TE L.: 7.65.1892 i' Glenn Goldsmith, President 4�� ,Y C�j Town Hall Annex A.Nicholas Krupski, Vice President �9 54375 Route 25 yc Eric Sepenoski ?;; P.O. Box 1179 Liz Gilloolyv • F, y' Southold,NY 11971 Elizabeth Peeples � Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees / Field Inspection Report Date/Time. 3/ 1 Completed infield by: Ga G„ �dS�,•�� REVISED SITE PLAN SUBMITTED 2/22/2024 PABLO LEON requests a Wetland Permit for the existing dwelling with a 40.2'x24.5' basement level; existing 40'2"x24'5" (1,1 63.03sq.ft.) first floor with a 911"xl 8'5" den and ±4'xl2' wood entry platform and steps to remain; existing ±'6x5' wood entry platform and steps off north side of dwelling to remain; a proposed 822.94sq.ft. (36.2'x24.5' "L" shape) second story addition with a 24.5'x8' (±195.20sq.ft.) open terrace with 4' of terrace to be cantilevered on the seaward side of the dwelling; total gross area to be 2,966.85sq.ft.; install an I/A OWTS system on the landward side of the dwelling; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer area along the landward edge of the top crest of the bluff. Located: 1400 Salt Marsh Lane, Peconic. SCTM# 1000-68-3-2 Typ�of area to be impacted: ✓✓ Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: ✓ Chapt. 275 Chapt. 111 other Type of Application: ✓ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info need ed/Modifications/Coknditions/Etc.: `Te, �o use_ -cevte--,1 �✓:�` �2�/ ew/ crew A\O,TS ON wed [� S��S,�'►On Present Were: G. G Id smith J N. 7PE. ski ✓ E. Sepenoski �L. Gillooly Peeples I/A OWTS SYSTEM NOTES • NEW I/A OWTS SYSTEM TO BE INSTALLED AS PER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)STANDARDS FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCE. • I/A OWTS SYSTEM SHALL BE FULLY APPROVED FOR USE IN SUFFOLK COUNTY BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES y w, (SCDHS). �t • PROPOSED I/A OWTS SYSTEM SHALL BE(1)FUJICLEAN CEN5 OR ..... APPROVED EQUAL AS PER SUFFOLK COUNTY DEPARTMENT OF HEALTH .� SERVICES(SCDHS)REVIEW AND REQUIREMENT. • NEW VA OWTS SYSTEM TO PROVIDE MINIMUM 400 GPD FOR 3 BEDROOM RESIDENCE AS PER SCDHS STANDARDS FOR SINGLE-FAMILY RESIDENCE. 7s147 SANITARY SYSTEM CALCULATIONS: N7�°11,1gj � THE MINIMUM REQUIRED AREA FOR THE SEPTIC TANK FOR 3 BEDROOMS RESIDENCE IS 27 SQUARE FEET AS PER TABLE 2A OF THE SUFFOLK ®ds COUNTY DEPARTMENT OF HEALTH SERVICES STANDARDS. 6 � � 8 10 PROVIDED 400 I/A OWTS RATED TREATMENT CAPACITY(GALLONS/DAY)AS 121a PER TABLE 3 IN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ° 1618 STANDARDS. apt 22 24 2628 A LIQUID SURFACE AREA OF 27 SQUARE FEET 2 (1) 8'-0"DIAMETER x 12'-0"EFFECTIVE DEPTH �38 44 THE MINIMUM LEACHING REQUIREMENTS FOR 3 BEDROOMS RESIDENCE IS S.l� .T p 6 300 S.F SQUARE FEET AS PER TABLE 4 OF THE SUFFOLK COUNTY �V I 50 DEPARTMENT OF HEALTH SERVICES STANDARDS. S.C.T.M#: 1000-68-03-02 �0. O., PROVIDE PLANTING,"JAPANESE SPURGE", TO PREVENT COASTAL EROSION SCOPE OF WORK EXISTING WOOD STEPS � ADDITION OF A SECOND STORY TO ACCOMMODATE A MASTER BEDROOM AND THE MASTER BATHROOM. N. WALK \ NUMBER OF BEDROOMS WILL REMAIN AS(3)THREE BEDROOM RESIDENCE. '� \0g SITORY 1 X. ` GROUNDWATERFRAMi HOUSE WELL p DRYWELL FOR ROOF LEADERS (GAG EXISTING ENCLOSED PORCH 7. E � UNDER) 0 — PROPOSED CEN5 400 VA OWTS BRICK WALK&STONE STEPS o (MINIMUM 400 GPD REQUIRED, -' MAX.500 GPD TO BE TREATED) UNDERGROUND PVC PIPE FOR FUTURE o — EXISTING SANITARY TO BE IRRIGATION SYSTEM CONNECTION REMOVED AND BACKFILLED \ FOR INSTALLATION OF NEW \\ P 42 I/A OWTS SYSTEM o PROPOSED LEACHING POOL AS PER SCDHS REVIEW s in 40 6's 9,00 38 L e` A SITE PLAN SCALE: 1/32"=V-0' FEB 2 2024 ISSUE PROJECT DATE: 12/08/22 SEAL &SIGNATURE ................... .... ... LEON RESIDENCE - - --- SCALE: AS NOTED DATE FOR JOB No: - ------ ------------ 1400 SALT MARSH LANE ....._.. ..... ........ ... ........ ...... 1400 SALT MARSH LANE 1-26-24 ZBA DWG BY. LYS PECONIC,NY 11958 PECONIC NY -.......G No...._...._.__._.........._....._......................._ AS PER TRUSTEES' DWG No. 2 2-08-24 +T MEETING ON 02/07(24 c .:GNEERS DRAWING NAME PL ENGINEERING,P.C. —._....--------- 486SUNRISEHWY,STE.1006 i ....... SITE PLAN }. ROCKVILLE CENTRE,NY 11570 __.. -_...... ..._.... ..-.._. ....__... TEL(516)599-0136 (I/A OWTS) FAX(516)599-3419 ; 1 OF 1 INFO@PLENGINEERI NG.NET ................................................................................................ Glenn Goldsmith,President -0'���5` !'COG Town Hall Annex A.Nicholas Krupski,Vice Presidenty:`e 54375 Route 25 Eric Sepenoski y ,2,, P.O.Box 1179 Liz Gillooly �y • Southold,NY 11971 Elizabeth Peeples �Ol *r �aoci r Telephone(631)765-1892 Fax(631)765-6641 r Southold Town Board of Trustees Field Inspection Report Date/Time: .7 � Completed infield by: K✓'psi_; PABLO LEON requests a Wetland Permit for the existing dwelling with a 40.2'x24.5' basement level; existing 1,163.03sq.ft. first floor; a proposed 822.94sq.ft. (36.2'x24.5' L shape) second story"addition; a proposed 11'11"x5' (59.756sq.ft.) open terrace attached to the front of the dwelling; a proposed 24.5'x8' (±195.20sq.ft., with 4' of terrace to be cantilevered) open terrace attached to the rear of the dwelling; total gross area to be 2,966.85sq.ft.; and to install an I/A OWTS system on the landward side of the dwelling. Located: 1400 Salt Marsh Lane, Peconic. SCTM# 1000-68-3-2 Type of area to be impacted: / Saltwater Wetland Freshwater Wetland v Sound Bay Part of Town Code proposed work falls under: __V/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.: 0 sPti ria"' .1Fir (NJ`s �rY�►�lis ,�e� (re oa pl cw � Wil uwy Present Were: G. Goldsmith \/_N. Krups i E. Sepenoski L. Gillooly LE. Peeples 1400 SALT MARSH LANE 20 r' Existing vegetation area to remain &41oldT^, :* AM- r ,�+ C=yard of« r Nt Y r iti I' to W 16� ems- .L�' i� �• ' t r• � �t �. ,� � �+ jj R)y ,pt ' �1 •� 1� t�, / it - 1y� IT ; -A '.z fry t r +.. '� ♦.� ""'S `'tk- ♦ •-t.. ,_ .m , - �{ F 4 . i �„� -�, ^' .,,E .ty.s�,�Z, ! - FfJr'a hr- — .,.uc. .y,,,>•y,, .,�.rty .,, ry , - Y- -77 _ i 0 +' _._ �Yk"L.�'f •i, \�,R.rte r ai.. ,�, Y , O � ! iI �Yi �•' � �(- �w�f � .t yam} y .. � .. d p } ":f+ �x\-..' `y7 r - 'xY" .y kyr•-` -'�-5. •.� •�' \ � y-'` `' �.tr,�f.�`. -a �,e� l�,.s.l` "a, .r'.�w 2.� s +ti; 'hr �'�`,�- �+�� �.a�•- �� � o t x �. , �,._:'�' - t'Vol '� .- ., .. fir. • , jr n» , ua6e. .� 0' \\ 00.1n601� / r. \� WTClt SEE SEC \s ND 658 0.3001 ., PE b Fq]PMCEE]q. » i2 y OBB U100,1 07-3513 ^O QO' w ;, , � 1i10FgLGxRaSY�Oe51,tt�tG \ ,l + ` WPOyF P6Pnt]IBbt FPE P� + FFOU( �]P Ab 1.2 F—E_No. SEC.NO.I� 1t01^ 00,.3 Wa,n�mi 3� / GO(OSMIMS I-E, +a TRUSTEESOF T]E �\` iONM OFSWntOID IB 255 '�1j O Tsrycr _ » yJ� l 31 8 y. GS, s, Ra I _ 3 PE�MnaFw�unuOST 1 � Q� 1 -v`,3\.Y\ cuvaxv..lovF.aFVENO ]rE sec to — m]mg1.] 3 3 SEE SEC Ro.w3 t>� � \y - WTc" — — \ SEE SEC,q 018 1 _ e� � � R�r — —O-- �u =='a=_ �u m worlcE COUNTY OF SUFFOLK © E samgtn sEcrwN No _____ __ __ Real Property Tax Service Agency r E '�'� ti'-__-- '�' .. ___ e�.v. __—_ r�__�__ - CwnY fwWrlbr.PFr.Nv,t», M OM °. U...... a r �z, s u —__— awr_ --.-- erg--.F-- ,t„� '• _ yYS�YYY", P Nec�w 1000 PROPERTY IMP SURVEY OF PROPERTY SIT UA TE PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-68-03-02 , S0jjND SCALE 1 =20 JULY 24, 2012 ONG ISLAND JANUARY 25, 2024 UPDATE SURVEY L 15•g4! AREA = 18,606 sq. ft. a —4 (TO TIE LINE) 0.427 ac. 47 3g!Gne! E /� K �� 24 2024 l� N -7J J b / wA _-6 11 CERTIFIED T0: / /�P►� NIG" / ° PABLO LEON /b 0014 8 i 99-7 / %i2° z NOTES: BOJ s� / / i 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM O DoE°i i EXISTING ELEVATIONS ARE SHOWN THUS: 0.•, f %30 EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —l0 — ip / / / / / / / j j F.FL. - FIRST FLOOR 12— / / G.FL. - GARAGE FLOOR = / / / / / / j,40 TB - TOP OF BULKHEAD 14 / / / / / j // BB - BOTTOM OF BULKHEAD 6 TW - TOP OF WALL I S / / / / / // / / BW - BOTTOM OF WALL 22 S° _ / / / / /24_ � 2. BUILDING COVERAGE =1,160 sq. ft. OR 10.1% OF 26_ _ �_ /_ // / / / / / // 50.5 AREA SOUTH OF COASTAL EROSION LINE (11,486 sq. ft.) 230— 32 —x // / / // x50.9 34 338 x-50=7 \ 5 `�.d r ( � .. .___.... 'r --•.'.. .__: �, ! `1 bb / 0.5 46 50 JAN 25 2024 D vN x50.2 OPS1 X 50.8 ''G : 0. ..:.. XAU NCO 49.0g9 \ OP-/--0 � A215 Ak o to c r�99 �;y0 11 V�;LSN 0 ILA e 48._ 4E.3= Gtn<r / X 5.9 A. 2 tGa — GFL• rykk �O� 46.1 C� 45.6 x 44.6 46 — — �l�G, e� _ _ � / x43.1 AT /I e� _ 45.5 N .� xy 1.3 44— — �� 42.3 / 9� x p,0 �O x / / x4 42.4x� i .5 vJ SON v 40.5 / 40.1 40.1 / 40 --X- x °949� , C12-4 i .f, � OVERHfAp WIRES— ::.:f. °y�, ��� 100.00 . . . ��Ic� O.O a° a fytn FAU PO5i37.4 36. ' 4 a '00" E PIPE 0.9� Q r� f ! w ply ROdo- AD �e � WA _!IPE N 82 49 OVERHEAD MIIRES�3g— tlijlM �5 S C�L°�� O.. a.• ' •.a�. 6 a 3� 4 .: • .. ��� y�0Orn PED x 33' RIGHT OF SWAY SlA �0 ��� sA _ _ O °G — �— pECONIC LAND TRUST PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TIT; OF NFA Iii Co C7 Oi� ••'�SO4f7t '•�O N.Y.S. Lim. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin I l l TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I/A OWTS SYSTEM NOTES • NEW I/A OWTS SYSTEM TO BE INSTALLED AS PER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)STANDARDS FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCE. • I/A OWTS SYSTEM SHALL BE FULLY APPROVED FOR USE IN SUFFOLK D S Oj D/ / COUNTY BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SCDHS). 1 S P / ' PROPOSED I/A OWTS SYSTEM SHALL BE(1)FUJICLEAN CEN5 OR G ' APPROVED I SERVICES(SCDUAL AS PER SUFFOLK COUNTY HS) DEPARTMENT OF HEALTH D S)REVIEW AND REQUIREMENT. N _ NEW I/A OWTS SYSTEM TO PROVIDE MINIMUM 400 GPD FOR 3 BEDROOM 76�� RESIDENCE AS PER SCDHS STANDARDS FOR SINGLE-FAMILY RESIDENCE. N�5°1'1-�9i , ter' 00 SANITARY SYSTEM CALCULATIONS: e THE MINIMUM REQUIRED AREA FOR THE SEPTIC TANK FOR 3 BEDROOMS 108 RESIDENCE IS 27 SQUARE FEET AS PER TABLE 2A OF THE SUFFOLK 114 COUNTY DEPARTMENT OF HEALTH SERVICES STANDARDS. ° 1618 22 24 PROVIDED 400 I/A OWTS RATED TREATMENT CAPACITY(GALLONS/DAY)AS 2628 PER TABLE 3 IN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 2 STANDARDS. 6 �Sa 40 A LIQUID SURFACE AREA OF 27 SQUARE FEET 4 S.C.T.M. 46 (1) 8'-0"DIAMETER x 12'-0"EFFECTIVE DEPTH 48 S.C.T.M#: 1000-68-03-02 \ THE MINIMUM LEACHING REQUIREMENTS FOR 3 BEDROOMS RESIDENCE IS 300 S.F SQUARE FEET AS PER TABLE 4 OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES STANDARDS. SCOPE OF WORK ADDITION OF A SECOND STORY TO ACCOMMODATE A MASTER BEDROOM AND THE MASTER BATHROOM. F 48 ENCLOS �p BRICK \ NUMBER OF BEDROOMS WILL REMAIN PORC LK`L� AS(3)THREE BEDROOM RESIDENCE. \ $ ,`1j.�OOJ, EXISTING 1 X. FRAME \GROUNDWATER. cP HOUSE . WELL PROPOSED CEN5 400 I/A OWTS �+ (GARAGE \ (MINIMUM 400 GPD REQUIRED, MAX.500 GPD TO BE TREATED) BROCK WALK 'o EXISTING SANITARY TO BE & STONE STEPS REMOVED AND BACKFILLED \ FOR INSTALLATION OF NEW ° I/A OWTS SYSTEM PROPOSED LEACHING POOL p 42 AS PER SCDHS REVIEW b CD 'IPA 5 40 in 2• so.00 S 9100•• sB RgH LA �1E SALT MA SITE PLAN SCALE: 1/32"=V-0" ® � CEUE FEB - 9 2024 Southold 'Town Board of Trustees ISSUE PROJECT DATE: 12/08/22 SEAL&SIGNATURE LEON RESIDENCE SCALE: AS NOTED �� �Vy # DATE FOR OF NE JOB No.: 1400 SALT MARSH LANE 1 1-26-24 zBA 1400 SALT MARSH LANE qP ON O PECONIC,NY 11958 PECONIC NY DWG BY.: .: LYS DWG NoGi ENGINEERS DRAWING NAME ST-1 r PL ENGINEERING,P.C. 486 SUNRISE HWY,STE.1008 SITE PLAN N�C 0758 Rld ROCKVILLE CENTRE,NY 11570 C TEL(516) (I/A OWTS) - FAx(slsl sss-awls 1 OF 1 SIO�� IN FO@PLE NGIN EERING.NET ..........................................................................­­................................................................................................. ...........................................................................- .................................. ................................................... --- -------------- .............................. ...................................................................................... ......................------------- .................................................................................................................. ................................... 9---------- 1400 SALT MARSH LANE SHEET INDEX ADDITION G - ------'------------------- —-------------- .......................... ----------------------------------.............---------- MEET TILE A-= WX El ------------ ---------- ----------- NOTM M04 DATA LEON RESIDENCE i A--iM ORA.IN4W T.L.Ax.............................................. 1400 SALT MARSH LANE ........ -------------------------- A-IN GRA CALGLILATION VIEHIMITM FLANS PECONIC NY 11958 ................................................---------------------------------......................................................................................................................................................................... A-M PROPOSED WOW FLANI ITI D_ -6N —------------------ 6i�� -L �6iES ll:�E A-W4 MUMM SECTIONS NYS RESIDENTIAL CODE I A-1110 MUWM ELEVATIONS o RWU DEGIGNz BS AID STRUCTURES,AND ALL PARTS OF THERE A-W& DETAILS *OST OR BEAM OR WIEMM CONSTRUCTION 18 USED TO SUPPORT FLOOR ..........---------------------------------------------------------- BUILDING SMALL BE WhEm"21ft CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING LOADS,LIVE mumm,POSITIVE coNmEcrioNs SMALL BE mwvlow To mam AGAINST ---- ------- ....................................... ............ LOADS LOADS, FLOOR A=imr ............ .... .... a,ROOF LOADS,FL No L LOADS,SNOW LOADS,WIND UPLIFT AM LATERAL DISPLACEMENT. ISSUE LOADS AS FMOCROW By THIS COM THE CONSTRUCTION OF BUILDINGS AND R60111,REQUIREMENTS: ---------------------"--'-- STRUCTURES N DATE FOR SMALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD 11111 1 CONSTRUCTION BEFALL BE CAPABLE OF SUPPORTING ALL LOADS IMPOSED PATH CAPABLE OF TRANSFERRING ALL LOADS FROM THEIR PONT OF ORIGIN ACCOWNG TO SECTION RMI AND OF TRANSMITTINS.THE RESULTING LOADS TO THROUGH THE LOAD RESISTING ELEMENTS TO THE FOLNDATION. T14E SUPPORTING STRUCTURAL ELEMENTS 1 7-19-23 FILING --- ------------------ ..................---------- !ERIA, STUDS, CONSTRUCTION IN REGIONS L46M TI-M BASIC WIND SPEEDS EQUAL OR EXCEED USED UA4EN INSTALLED IN ACCORDANCE WITH99 110 MPR SMALL BE DESIGNED IN ACCORDANCE WITHIN. MANWACTURERt RECOMMENDATION.SEE TYM OTL ON T1418 64IMT. A)AMERICAN FOREST AND PAPER A680C3ATION(Ar 4 PA)U10010 FRAME 12 REQUIREMENTINI ... .... . . ...... CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY 011=1 I NOS(WFCM)MIGN ROOF A00 CEILING CONSTRUCTION 814ALL BE CAPABLE OF SUPPORTING ALL WIND SPEED EDITION(OR) LOADS IMPOSED ACCORDING TO SECTION MCI AND OF TRAMMITTING THE R002Jh ROOF TIE DQIUN. . . ..... BA"UNIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURE(ASCE 1) RESULTING;LOADS To THE SUPPORTING STRUCTURAL ELEMENTS R106 F014DATION A ' N TME WOOD SOLE PLATEMWOERMTERIOR UALLS ON MONOROLffWIC OL458 AND ROM A56EPIMIES euBJEcr TO WIND UPLIFT PRESSUIRE8 OF 2 POP OR GREATER. wl IUOOD SILL PLATE SMALL 13E ANCI-IORMD TO THE FOUNDATION WITH ANCHOR AS ESTABLISHED N TABLE R3012(2)(OOMPONEM AND CLADDING LOADS IS ON EAC44 BOLT TO THE PLATE. -01 FOR TWO STORY STIaCTIMS OR 61-cy ON TABLE),ADJUST®FOR WEIGiRt AND EXP40SURE MR TABLE M012CS)SMALL HAVE BOLTS SPACED A MAXIMUM OF 31 ........... LEGEND&ABBREVIATIONS CENTER FOR ONE STORY...A NUT AND ILLAGRER 111ASHEROWALLBETIGHTENED RAFTER OR TRUSS TEA PROVIPW AT BEARING LOCATIONS.IN ACCORDANCE WIT14 TABLE 00131.A C424TIN10U8 LOAD PATH SHALL BE PROVIDED To TRANSMITI _.._................. ............ \ NEW WALL.REFER TO WALL THE UPLIFT FORMS FROM THE RAFTER OR TRUSS TIES TIES TO THE FOUNDATION ............ PARTMON SCHEDULE FOR GENERAL NOTES CONSTRUCTION TYPE L THE FROI*OeW WOW RAS BEEN DESIGNED AND OF BE FEIRFORIVID N It THE 02MACTOR ULL BE REAPONSIBLE FOR THE ACTS AND CMISSIONS OF ALL .11..TO REMAIN CC FL U714 11-E 2=0 RESIDENTIAL CODE OF NTS,20M ONE-EIRIGY HIS EMPLOTSES AND ALL THEIR AGENTS,01101MES AND CONSERVATION CODE OF WED AND ALL APPLICABLE MILES AND REGULATIONS ALL OTHER PERSONS FEWORMINS ANY OF THE WORD UNDER A CONTRACT UTM 2. ALL WOW WALL BE PEIWvFI-ED IN STRICT ACCOIEVMM WITH 11-E RMOS,TOIN THE CONTIRACTOR.THE CONTRACTOR S".L BE FULLY MWED WITH LIABILITY [_�NG WALL TO BE DEMOLISHED OF EASTCHE6TER BUILDING DEPARTMENT AND IN ACCORDANCE WITH ALL RAM AND 1110FRICERS C421PEMMTICK AND REGULATIONS OF A"LOCAL AGENCIE0,DEPARTMENTS OR LAW HAVING 13. THE OCNTRACTOR 01' BE RESPONSIBLE FOR ADEQUATELY BRACING 40 EX WD SAX' FINISHED FLOOR LEVEL TME JURISDICTION OVER ANY PORTION OR OFECIFIC FNASE OF THE UMet THE PROTECTING ALL WOW DURING G"TR=CN AGAINST DAMAGE,BFWQWaF- STEPS CONTRACTOR SMALL COORDINATE THE UMC UATM FILIBLIC UTILITY COMPANIES COLLAPSE,DIDTOR"ON AND MIMLIEDIIENt. ✓ HAVING JURISDICTION. - 14. THE EMMM SMALL NOT ISE FOR THE PEPIPOWIANCE OR THE NEW CONNECTION POINT 3. ALL UICW SMALL BE IN ACCCIMANCE UM?HE WSICWrLAL CODE OF MUEXISTING'UIOW OF THE WaliAL CONTIRACrOR,OINER OR ANY OTHER SL0CCNTW=ORS E - : FA�......... WALL TYPE YORICISTATE 2020EDITICRAM ALL LOCAL=NMAND BUILDINSCOMAND NOR SMALL ME GUARANTEE THEIR FEWORIWICE. ENCLOSED OIEVD,�HAVING AIRISDICTION B. CONTRACTOR SMALL NOTIFY THE ENGINEER IMMEDIATELY IF HE CANNOT COMPLY SCOPE OF WORK 4. THE CONTRACTOR SM4LL OBTAIN ANY AND ALL FEWITS ME PORCH ADDITION or A SECOND STORY To =0 IRED FOR II-E WITH ALL RECUtROMENTS OF THE CONSIR.ICTION DOCUMENTS AND THE BUILDING I &, sEqncN PERPORM4NCE OF THE WW AND PAY ALL FEES IN CAB WITH THE CODE OF?,M YOM STATE. ACCOMMODATE A MA81ER I PROJECT. BEDROOM AND THE MASTER __TKEET­NUMZER L, 13ATWROOK B. THE CCNtRACI`OR WILL GUARANTEE TO THE 0124ER THAT ALL MATERIALS AND 46�1.� . TOILET A BATHROOM NOTES NEYV.L. EQUIPMENT INCORPORATED N THE WOW WILL BE ISM UNI.EW OTMUSE PROVIDE AN EXHAUST VIEW N ACCORDANCE WnM SECTION FUM3 OF THE SPECIFIED,AND THAT ALL UIOW WILL BE OF GOOD QUALITY, PR21 DEFECTS 2020 WHYS' NUMBER OF BEDROOMS WILL GROUND"TERNt RIEMAN AS(3)THREE BEDROOM AM FAULTS FOR ONE CLE YEAR STARTING FROM THE DATE OF SUBSTANTIAL PROVIDE SAFETY 01-UNG FOR 11-E WM0110 ABOVE TUNIS AND OHOUERS IN ,1211 ... CCMFL.ETICN AND ACCEPTANCE OF UOIW� ACCORDANCE WIT14 29)20 JWjCNYS'6ECTfON 7ZWOAI \RESIDENCE THRE-WAY DECORATOR swrrcK 2o AMP.12DraNAC.PASS&SEYMOUR 6. T14E CONTRACTOR SR&L SECURE AND OBTAIN ALL RECUIRM REF&M AM GLAZING,AT SHOWERS AND BATHTUBS TO BE TEMPERED 61-455 AND COMPLY LEGRAND 42&Z34 APPIWVALS FRCM 11-E APPROPRIATE ADMINISTRATIVE AUTHORITY PRIOR TO THE UM SECTION ROAM OF 2020 VQMNYS'INCLUDING IMPACT LOADS, PROVIDE NONABSOR5ENT SURFACE WITHIN SHOWERS TO 6 FEET MNff*IUM ABOVE Y + CEILING MOUNTED DIAL THE 6HOWER FLOOR&UMAM. TECHNOLOGY LINE VOLTAGE ENGINEERS PL1215ING INSTALLATION,ASSEMBLY,AND EQUIPMENT TO C4MPLY WITH THE OCCUPANCYSBJSOR AND MEET THE FleCIVISICNO OF ALL PIREVAILING ELECTRICAL OCID0 AID THE 2020 PCNY8.FOR ADDITIONAL INFORMATION SEE PLJ.M5NG RISER,PLUI-MING PL ENGINEERING,P.C. NEW YORK STATE BOARD OF FIRE UNDERIARITIER& FIXTURE CLEARANCE ILLUSTRATION,AND PLLMNra NOTES. NUMBER 486 SUNRISE HWY,STE.1 OOB 'L IF THERE 18 A DISCREPANCY ON THE CCNSTRUcTICN DOCUMENTS,THE ENGINEER HANDICAP ACCESSIBILITY APPLICABLE MY CODE OR IF THE r ROCKVILLE CENTRE,NY 11570 SMALL BE NOTIFIED"SPIATELY 00 THAT THE DISCRE MAI &-AND EPANCr CA4 BE FREGUIRE6 HANDICAP ACCESSIBILITY,TO BE IN CONFORMAiNCE WITH THE 2017 V-AT TEL(516)599-0136 RMSOLVW-UNLESS OTWERUJISE INDICATED IN WTM 15Y THE ENIS W ARCH-ARCHITECT(URAL) FAX(516)599-3419 iNEK II-E PICC' CODE) MOM CONSERVATIVE INTIERPRETATION OF THE CONSTRUCTION DOCUMENTS SMALL CONTRACTOR SMALL STIPULATE AN ALLOW44CE FOR LIGHT FIXTURES,CA13NM Ex WO 4 BLDG..BURDNG INFO@PLENGINEERING.NET APPLY. PLUMBING FIXTURES, SLATE.!��. CERTIFICATE OF OCCUPANCY a 00 NOT SCALE DRAUINGS.WRITTEN DRIEMIONS CONFIRMED BY FIELD CONDITIONS ACCESSORIES,DOOR AND DOOR 14ARDIIIAIRE. ...... 11 CONST-CONSTRUCTION TACE PREZEDDM IF:A DISCREPANCY ARISEB BASED ON FIELD CCNDMCW, TILE FLOOR CONSTRUCTION,SET TILE ON TYPE I ADHESIVE,LATEX PORTLAND CONT.-CONTINUOUS PROJECT C4248LLT UT14 THE ENGINEER FIROCEEDINS UTM W-10C OR ORDERING CEMENT MORTAR.OR DRY GET MORTAR OVER FIBER ROCK'AS MPT�BY I CL-CENTER LINE MATERIALS. lUSG'OR EGUAL_INSTALL PER?MS SPECIFICATIONS AND ANSI AIMA OR CLG-CEILING CMU-MASONRY UNIT 11 ALL SECTIONS AMD DETAILS SHALL BE CONSIDERED TYPICAL 00 APPLY FOR A10".(MrhL 3/4'EXTERIOR GRAVE PLYWOOD MAW REQUIRED) COL-COUJIM _LY NCI?W. TILE AT UALLS,SAM AS FOR FLOOR CONSTRUCTION EXCEPT(OMIT 314 LO CONC CONCRETE 11-S SAM A40 SKLAR CONDITI",UNLESS OnOWSE SPEC44CAL dt.- 1400 SALT MARSH LANE 10 ANY ITEM OF WORK NECESSARY"FOR PROPER COM LETION OF CZNSTRJCTfCN, PLYWOOD AND INSTALL V2'THICK TXAW=CEMENT I5OAF;V AS MFTRC,BY D -DIAMETER "430 811 BE USG' EQUAL.Nuial.193,wat) DN DOWN U4104 16 NOT SPECIFICALLY C41VEIIED ON THESE OR DTL[Sj-DEYAJQS) PECONIC NY CABINETRY,INSTALL V!'PLYWOODDWG-DRAWINGCONSIDERED INCLUDED IN 11418 WOW.AND SMALL BE FERFOFMW N A M*mm OPTIONAL.AT UALLS SUPPORTING DEEMED GOOD PRACTICE OF THE TRADE NvOLVED. SWATWN23 BEHIND CABINETRY AS A NAILING BASE N-LIEU OF GYPSUM BOARD. EA-EACH IL THE CONTRACTOR SMALL 13E FULLY FRESFOORBLE FOR THE GAFMY OF THE OWNER TO SELECT AND/OR APPROVE IMS SELECTION OF ALL FIXTURES, ELEV-ELEVATION PUBLIC AND THE PROPERTY OLMr.CONSTRUCTION OPERATIONS AND UNIM CABINETRY,ACCESSORIES,MARDtIJAW_AND FINISHES. DRAWING NAME EXSrG-DM-.G COMPLETION OF ALL WOFK FL-BOOR FA-FIRE ALARM GENERAL NOTES, ROOFFFD-FLOO DRAIN DN-FOUNDATION ZONING DATA AND NEIV BATHROOMFE-FRE EXTINGUISHER FIRE A FEC-E)MNGUISHER CABINET 2- FL -FINISHED SITE PLAN 2 PLOT PLAN L T FL-FLOOR FLOOR GYP-GYPSUM 2' SCALE,V-40'-O' HDR-HEADER LAV HT-HBG+fr INCL-INCLUDING DATE:12/08122 E� 4' NIA-NOT APPLICABLE SCALE NJ.C.-NOINCONrRAM NS.-NEWERTIDING JOB No.: KT.S.-NOTTOSCALE —---—---------------------------------- ILJI Tax Map #: 1000-068.00-03.00-002.000 O.Q-ONCENTER OWES BY, LYS NEW 2ND FLOOR P-FLUMaNG I — RPREPD EQ-PREPARATION DWG No. a -REQUIRED EXISTING , 2' Sl.-SQUAREFEEF BATHROOM I SHI-SHEET 2- 4- w/-wrni CO. ZONING c0MPUANiCE:*o*-i5fa-*f R-40*� A-100 4' ITEM REMIRED/PERMITTED EXISTING PROPOSED VAIIJAN LOT AREA(OF) 400m 18,91456 NO CHANGE I OF 7 ur_ LOT WIDTH(FEET) 50 goo I NO CHANGE L SEAL 8 SIG ALIT LOT DEPTH(FEET) L: IST FLOOR 2• ITS 2b3bl No CHANGE FRONT YARD MEET) so 695 NO C".m [ ,F PRIMARY FRONT YARD(FEET) S0 i No CIA 69 L-tW L* 2. SECONDARY FRONT YARD ffWr) 35 NO C44ANGE c) co. 2. SIDE YARD(FEET) 15 13.8 No CHANGE J U L 2023 4- GRADE LEVEL r 011 —4] ISTING 2- DOTH BIDE YARDS(FEET) 35 36A No CHANGE E zxmmbrl_LALbm2IKr_ &X CZNNECTED TO z CC EXISTING EXISTING FEAR YARD(FEET) --bo _50.0 X Lu AFT-ROVED LIVABLE FLOOR AREA(Sa".PER 01101 NO UNIT) EXISTING am SANITARY SYSTEM TRAP ps EXIST SEWR LOT COVERAGE(PERCENT) 20 bib EXISTINGEJE=OR I BASEMENT T,.,Z BUILDING HEIGHT(FEET) 35/2s 20 30 NUMBER OF STORES 244 1 2 STORIES PLUMBING RISER DIAGRAM MSI u'1 GROW AREA(LIP TO 2 OF) 2i0/7 SP FLUD Obs IN EXCm OF IVA"ap NSULAT V FIBERSiLABIS LLV.FACTORY L"TO A TOTAL OF SiAbc 6F MAX .:, APPLIED VM'OR FITTING AND VALVES BE FTRF� ONO FLOORJ UVPVC COVERS j III N ._.-........._... ._. so _... - STORUNOFF RMDRAINAGE DESIGN 0 .. ! TR5IDBUGT7A4RY j INCHES OF STORAGE GE .... AREATAG ITEM OEFF CE SYSTEM TAG AREA Ff2 CRUNOFF REOUIRED(F� DETERMINED LEONRIENCE 1U jNEW UPPER ROOF2952.0 19B DW-1 1400 SALT MARSH LANE O - .._...._ 50524 1.0 i 2.0 B42 OW-1 PECONIC NY 11958 - 30 !EXISTING LOWER ROOF 22236 ID 2D 31.1 DW-1 .............. ___------.-..- V , q EW 2ND FLOOR TERRACE i 19570 ID 70 325 DW-1 g !EXISTING DRIVEWAY i 262,11 9.95 2D 415 DW-1 o 9"C ' �' © !�EXI' S -TING WALKWAY,CVD STAIRS(! 195.05 0-95 2D 3088 DW-1 ,LOWER LEVEL) 81 t.QtA i1�R i&SET::i:: r? Issue y:. .............. ;. TOTAL MCOERVIOUS AREA' 188426 ':L!''' :. 174@8' .m < R DATE FOR ... 1 719-23 ............;FILING \ \ .... .. .... .......... ........................................._................ ...... c ... ........ . Y� ..._.............. AMER JOAN MADE Cl ..................._...... .......... FRAME UTP W/SLOTTED 00.. ...-: ............. . . ....:._.. ..........._..._... ._.-. �RECAST CONE COVER OR Cl FR.4+T SOLD COVER BY .................._....... ......I.cET•IM1,CAMBELL OR APPROVED EQUAL -' BHALLOW DOME .._.............. '. .. CONE SECTION ..:........................_. __ FINISH GRADE ............... ........_......_..................... __.......... _ _ ....... COORDNATE CH .._.................. .-_.. ...-' RAN INVERT ........ ........ // _ IC .... ',DRAINAGE RINGS S _........�.......... ... .. '''' SU 4NP OR WRAPPED"'T ....... .. .. `, 666 GEOTEXt ILE FABRIC "W"'� rV l�yi� ' � PAG / \ I \.. .- Ulu,APPROVED EQUAL. \:. �MN 6 c: L.�25 O,�OM\�/ .. -., - ..... .... ... U L 2023 ` P�/ i '1250 BA07ILL UNDER AND I ' NEW DOWNSPOUT / AROUND D!2`TIELL WITH ` CONNECTED TO / . GR4NULAR MATERIAL .• . \ ' \ NEW DW-I / ..., . CONTAMIt•L/s LESS THAN 15% ,_„ ,_ _ . // , `:. - F!NE SAND ......... .......... ....................... / __ ..... .... .. , 5 ) • : c:% / ,.„ :..,�., ,. • .....<, - EXCEED ........_...... .-..-.,-. ,SILT,.CLAY. ,• .:.. own Hort,.':. .....��.... �` Board 001Trus[es :/ . �i ; •: 7 30' ENGINEERS 3 PL ENGINEERING,P.C. 488 SUNRISE HWY,STE.1908 11579 . .,. ...^::.::..-\ ROC1M8)599-0N38 + FAX(516)599-3419 ' \ 8' \ / .,, ,'\:,. •-.: '<, ...,.:.•,..;.:?�` /.: �m Rl.d'I � INFO®PLENGINEERING.NET j GVROUND WATER )EG// EXISTINGDOLLNSPCUT G;^i',30:•\'3<<;,;, :'. �t. ia���)�� '.GROUNDWATER -.., ` _ 3 P :n / 6>•'. ... ..�,; WELL \ ; NEW S OUT \\ a, _ ` "'-.�\:"`� '�•�..a:>-�:_ CONNECTED TO NEW �\� /i` •�/i .T / \ \ ..........:,•;::{.: yo.-. v\ Dw-! 1400 SALT MARSH LANE PECONIC NY \ AL y. NEW Cx' e� • \ \m /'. DCWgsPour o� DRYWH.L DET / CONNECTED \'i:I;•- DRYWELL I NOT TO SCALE / ..........................................`,._�` `r G NEW B'DIAMETER BY B i TO NEW DW-I ,,,1 _ _ _ ���������� .....-FEET HEIGHT. ................�\ .`i OO A ---- C OO�MATE INVERT IN NOTE '•, \ •N � \HE,FIELD RE IS NO PROPOSED WORK WITHIN THE RIGH!t OF WAY _._THE.__....._._................---------............--------------....................-----.........------._..........i DRAINAGE PLAN �EX.WD 4 a' GENERAL NOTES ATE L DESIGN PROFESSIONALS SH ^' • DE! PR i ALL NOT BE RESPONSIBLE FOR E'kT"'1 8L.. T N T SAFETY OF LIC OR TORS EMPLO�t OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE 2I08J22 . ._. ,• caNTRAc DR,NOR FOR HE Pue colNsrR. _.__ ' �cTION, :., .\.... \ WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SCALE: 2. E_ _ COMPACTED TO 95 OF THE MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,A5 —_--___.___-.._.-..__......... --_- ...". !• ,. UTILITIES LL BE RIF - -"..-...........................-......--....._....-------- _ t• DETERMP.E Y THE PROCTOR L . 3. LOCATION OF EXISTMC IES SHAL .IED BY CONTRACTOR PRIOR TO EXCAVATION. •u'Ka. I LYS G . .. _•�\ _.,. - /\ 4. ALL SITE WGmC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOwN G EASTCHES7ER OR AS SFrCFIED HEREN,LATEST EDITIONS. ROIITL 48 PECONIC Y78lS8 :..,. a �... - _ _ ,~ _ TED rtaTEelALs '> - ---- - . 5. SELF GRANULAR MATERIALSHALLLBE AS D OBTAINING. •NS TION 203 OF THE N.YSDAT STANDARD 5PE IFICATIGVS 6. A-1 01 i> :- •,. \ -' -"- -.„_-.---.. 1. COMPACTION SHALL CONFORM TO NATIONAL STANDARDSEC ALL I 5 TURES SHALL CCW,0RM TO TOM 01)SOUTHOLD AND SLFOLK COUNTY PLMNING BOAFM STANDARD DETAILS AND _-.____-_. __ .........__................._._ SPECIFICATIONS.TFM1C 'i 49�OQ��"."- 9. TORY AGENCIES,INCLUDING BUT NOT LIMITED 70 THE TOLLN OF SOUTHOLD, ALL BE M1OTIFI_p 48 HOI1R5 IN ADVANCE AL&3€ 8 0 ALL APPLICABLE TIOK � F ....... CF ALL CONSTRJGTION, GNh('I -. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRS SHALL BE DISPOSED OF IN ACCORDANCE WITH ( "✓ �N 1 ALL LOCAL TOW COIAITY,STATE,AND FEDERAL LASS AND APPLICABLE CODES. � '�,�''M r`"•�YAll -j ` �++ qq�� gg F- A IL THE NSTALLATIGN OF ALL DRl'WELLS SHALL BE SUPERVIS-EJ BY THE OLLNERS PROFESSIONAL ENL-WEER (LICENSED BY THE STATE OF NEW YORC T>`�� �/J '"'t 3 s.71 YlAs Aa+ - _ ORALS.WTH A T208N CER,IFICATE)WHO SHALL SUBMIT A SIEVED AND SEALED LETTER TO THE TOJN CF°.A'i1THOLD,STATING THAT THE r� � ' 4 IMPROVEMENTS PAVE BEEN INSTAL LED TO THE APPLICABLE NEW YORK STATE,SUFFOLK COUNTY,OR THE TCJN OF 5OUTNOLD SPECIFICATIONS. +'tl \ \ 12 ELEVATION'S REFER TO TOWN OF SOUT14OLD CCUNITY DATUM 1� �`•7,�� '(")( i•i _ ...- -' -" B- ALL DRAINAGE STRICTURES SHALL BE PRECAS T,WITH PRECAST OPENINGS FOR DRANAGE PIPE(5)AND SHALL CONFORM TO TOU4 OF SOUTHOLD � r STANDARD DETAILS AND SPECPICATICNS. 14. DUR1.G CONSTRUCTION THE OWNER/APPLICANT IS RESPONSIBLE TO SHEEP ACCES9 STREETS AVD KEEP THE ROAOWA75 FREE OF DIRT AND MUD - - --- DRAINAGE PLAN 5. NO bRC IS 70 BE PERFORM M THE NEW YORK STATE RIGHT OF WAY UNLESS ALL REQUIRED AND NECESSARY�RMITS HAVE BEEN OBTAINED. SCALE:1/32”=V-0 __ ... .......-_....._......_ , ; s f i �' f EXISTING BROOM NEWEXISTING EXISTINGTO8E LIVING O8EDR00M ?' r LEON RESIDENCEIN a K---TO 1400 SALT MARSH LANE - �-----— ROOM .. TO --} i PECONIC NY 11958 i bOM • :l TO OFFICE f REMAIN NEW EM N i. REMAIBEDROOM N hit uP EXISTING ... i Ni ' GARAGE TO ISSUE k; REMAIN , I �� .............................._....................... . . "� E)8S71NG' N DATE FOR EXISTING 1, NEW - - — - KITCHEN ,,. i;i si >' T O ;€ TO REMAIN i 1 1719.23 :FILING .......... .............. _...........REMAIN .............................................................. wIC ________________---_W-_-�_----________----- ---____W: r, , ; FLOOR AREA,GROSS(GFA) 1P ,....�.... CUMULATIVE ... _......... ............._.._-._........................._........_ Tqr A SHALL NOT INCLUDE ` THE CUMULATIVE AR'.A,IN SOUARE FEET,OF ALL FLOOR LEVELS OF ••ROOF OVERVA:G LESS THAN THREE FEET, ... -----. -..-.._---__-"......_----__...._............... t..: ...: _ EN UNENG OSED PCRCHcS,PATIOS,DECKS,OPEN EVERY STORY OF ALL DWELLINGS ON A LOT,INCLUDING ATTACHED ; _ ! TE G S BALCONIE BASEMENTS, D i.% GARAGES,HAVING A CLEAR HEIGHT OF NOT LESS THAN SIX FEET i ': ATT .e EX.DAN s B TS AN MEASURED FROM THE EXTERIOR FACES OF EXTERIOR WALLS OR I',!:TO REMAIN ! - - --- ----------- FROM THE CENTER LINE OF PARTY WALLS SEPARATING TUbt,s a' I ! G EXIST i BUILDINGS.&0^490�,L CCW �DIIER ` _ I' i I BASEMENT GFA PLAN -'.` : _. : - 'Ii 1ST FL GFA PLAN 2ND FLOOR GFA PLAN DNri_:--..►-: ....................................................................................................................................................... ♦♦ ,r-------- -1♦ EXISTING .': ''' .. \ "..tee.:�'_—- ¢.a „-� ♦ . BASEMENT GARAGE GROSS AREA= 960553 S EXISTINGGROUND'LOOR GROSS AREA5F 1 I �• '•-" K, i� -.-:,.. - .. - `♦ `♦ ;TOTAL EXISTING GROSS AREA= N I i } z GARAGE i1 L.. J U L 2 5 2023 ,EXISTING L� EXISTING GROUND FLOOR GROSSAREA GROSS- 1,16303 5F J AREA- 822.94 SP .. .: .:. ....... ........... ..........I.".... ................ .. J I ROUND is TOTP D ICON FLOOR GROSS ...: �. .. ♦ dt / \ i d AL PROPOSE GROS ARE ..'�Y�M✓�".., i� .............................................................................................................. ............ . SoutholdTown s ,� ....�..� 45° \♦ %45' 5. ♦ Board of Trustees !- 165'FT FROM FROPERTY ENGIN ERS Ln� PYRAMID LAW DIAGRAM `` Rr PL ENGINEERING,P.C. SCALE:I'=20'-0' - 488 SUNRISE HWY �v STE.1008 .............. ROCKVILLE CENTRE NY 11570 C w 99-0 I ...................... ................................_-._._.._............. ..-..... ... TEL 518 5 138 _............I.........................__.........-...............--.-.............................................._........................................................-.-............ ...... , __........ ...._..... .----._.--_---_.:. FAX 18 5993419 -- - ------------- ' i -------- EXISTING CLOSET INFO@PLENGINEERINGNET .................. .............. I xls os I EXISTINGBE I WALL TO BE I : I FOUNDATION I I EXISTMG WINDOW TO BE �I DEMOLISHED TO EXISTING BEI Rc�yD WINDOW TO I WALL TO REMAIN(TYP FOR ALL J ACCOMMODATE NEW PRC.EeC; I I EXISTING WIND0115) ;! STAIR5 l REMAIN I I rr-i I I .. ._..........._---_...........__-------------------_........._' I I i ii II 1400 SALT MARSH LANE EXISTING !:; EXISTING !i EXISTING I EXISTING !; i STEPS TO PECONIC NY REMAIN....-....; IN LIVING BEDROOM II BEDROOM I ROOM TO TO BE II TO REMAIN ....____.-.-._i�i:,l REMAIN CONVERTED Jl_ TO OFFICE I�r DRAWIN'N"AME GFA CALCULATIONS i i c° ii R AND DEMOLITION a; ` (3)2X5 (3)2x8 - : ......--......-._-... �do11.........._�!!/ - _ _ _ _ _ _ _ _ _ ::: PLANS _. III I I I ._- L:AT:-"":12108122 I : i EXIST!NG3' I.i i iii ............. �:::::.:::::::. : STEEL 'CST EXISTING ..................... - _:.-_..i ilii .......................... c ! TYP FOR 5 GARAGE TO ,foe Na.: - I t REMAIN-; j —; ------ ------------------.__---------------------------- - Z :=-:%1 ICIE cL:l EXISTING EXISTING I I EXISTING li I i FOUNDATION KITCHEN TO <_:! BEDROOM ' -- ........................------------------------------------------- WALL TO I I z ii'J(E)BATH TO REMAIN I REMAIN ! REMAIN -"--- } A-1 02 ......_.................'-.........................................._._........................-- - ............_.....-- -----......-----.............----.. i I w o —— - - ------- To al L. i! it Ii ....................... t......-.........--_- ".-..-". .......--..-...-.-----..-..............-....::..................:.......................................................... .... ----........-...--..........--....."-.-........ _ I I - I EXISTING BASEMENT TO REMAIN DEMOLITION GROUND LEVEL PLAN T REMAIN - - a .... EX.DEN O N t ! i �t; ) i b 3 EXISTING '' „ is REMAIN ......, li ' �' yD -;i I' ri�rr'c C',')�`•i s3 I <B -2'EXISTNG CONSTIRUCTIC.4--—--------- '-2- _& EXISTING CCNSTFWCTION 40' --4-40 ........................ ........................ 7_� 7., 7 7'. ------------------- .............. ....... .. .. ... ....... ............ .................. .. ........... LEON RESIDENCE EXISTft. 1400 SALT MARSH LANE PECONIC NY 11958 WALL TO EXISTING REMAIN BEDROOM TO BE CONVERTED EXISTING EXISTING LIVING TO OFFICE BEDROOM Li ROOM TO TO REMAIN REMAIN X % u 5z X. : : : sr>Tr-o rz (0) LU 0 ISSUE ............................................................................................... DATE FOR ---------i-----------------....J..... m v (3)2x8 i 17-19-23 FILING UP .................. ..............I. ................................................. ........................................ ;tHEIGHT... --- - ------ 46.�N ---—-—- z HANDRAIL TIFF TED ON'NEWEL POST OR - --------- 00 NEW 34'HEIGH' SAFETY TERMINAL SID) ....................................................................................... L EXISTING 3' ---- T -t/ ki ................ STEEL POST EXISTING --------------.... ......................................................... TYP FOR S GARAGETO REMAIN STING EXI . ......... ------------ Q -------....................................................................... ................ KITCHEN TO EXISTING REMAIN rzX!ST1lG BEDROOM q dE )'BATH TO REMAIN 1 FOUNDATION WALL TO TO REMAIN i__.,,;._L' REMAIN -------------- Cl .........................- .................................................. .................................................................... ................................. - - -----­­----­-----.......... i 1L ................... ........ . ...... ................................. .................. ............ ......................... ..... ............ ................... ................- . ........ .............. ........ .......... ....................... �4 ............. ..... -------------- FEE EXIST 0 GROUND COR E w L .......... ... .. .......... .......... "qr! EXISTING BASEMENT TO REMAIN PROPOSED GROUND FLOOR SCALE: EX DEN TO SCALE- REMAIN J U L 2023 /, BDEN ABOVE 7 7 scuttold Town .......... Board of Trustees ------------------------------------- .............. ...........................7 .................. I8'-5'EXISTN13 CONSTRUCTION— ENGINEERS pN ON PL ENGINEERING,P.C. 4156 SUNRISE I­IWYSTE 1008 ---------- ROCKVILLE CENTRE,NY 11570 TEL(516)5�`IM '•m"• mwasraamuas FAX(516)599-3419 40'-2'EXIST[NG CONST RUCT!C114 BELOW INFO@PLENCINEERING.NEr i_V; P R 0 E Cl oaiaa .............. .................. .......... ---------------------------................................. PROVIDE GRAVITY DAMPERS THAT CLOSE WHEN THEENGINEERED WOOD STRUCTURE STICKER 1400 SALT MARSH LANE OUTDOOR AIR INTAKES AND EXHAUSTS SYSTE115 M i" PROPOSED PECONIC NY SKYLIGHT V SYSTEM 15 NOT OPERATING FOR AL ---------- L. -STICKER INDICATED AS PER PART 1265 OF TITLE 19.STICKER TO - - ---------- BE PLACED OUTSIDE OF BUILDING NEXT TO ELECTIRCAL METER UNLESS OTHERWISE NOTED. .................. p+ llR A W;NG ti rr ........... LIGHT AND VENTILATION CALCULATIONS.: NEW 34' ..................... ----------------... .5 1 ;NEW i 1 1 PROPOSED LAYOUT REQUIRED REQUIRED GLAZING ------------ ASTER ROOM AREA SO Fr. ENT SOFT. H DOM r-Nib.' BASED.,ON ASIDE! Irk�L�R_J_ ACTUAL ACTUAL SQ LI-FACTOR SHGC ROOM NAME WINDOW GLAZING VENT NEW TOILET FF. 896 OF FL AREA 49VOFFLAREA EXUAIAT 9AM . ..... SQ.FT. SQ.FT. (R303.1) M303,1) 1r, lil 6'0 UP TO ROOF 12108122 FIRST FLOOR EXISTING NO CWANGE A V, ................................ ....................................................................................... ............................................................................................................................................................................... NEW ^. A Till Ila. BEDROOM A­V-0`4"14'2 <y Ko IMASTER CXW145* !0.5 a4 0.213 032 TERRACE POST --------------------------------------------------------------........... 10 CXW145* B SA 0.2S 0.32 voic, Lys ............ ---- -- i ............. -----........ PROPOSED E� ----- -------- NEW 9AR1:1 1 45503 CXW145* OB 9.4 029 0-32 MASTER SKYLIGHT DVVG.". i 36.1.21 BEDROOM ......................................... CXU45* 0.5 e.4 029 0.32 ilii is ---------------------------- ------------ ..............L 45909 SF NEW m10 030 02r. :? FUR4120r,5-4 A-1 03 E TERRAC TOTAL_';F 855 M SUPPLIED: NEW WIC Ii 40F7 SMOKE CARBON MONOXIDE COMBINATION DETECTOR AS PER N.Y.S.CODE 313.(8EE PLAN FOR LOCATION) —------I SEAL SIGNAIjJ�E- .............. .............. ...................................... ----15'-B''-----+«- .............. PROVIDE HARDWIRED SMOKE CARBON MONOXIDE COMBINATION DETECTORS ONE IN EACH BEDROOM a . ............ SD ONE DIRECTLY OUTSIDE IN EACH HALLWAY ------..................------------ -------------------- ...... ------- —------------------------------ .......... ONE IN BASEMENT POWER SOURCE.CARBONIMONOX[Drz ALARMS/CARSON MONOXIDE DETECTORS AND THE ALARM CONTROL UNITS To UP41CH CARBON MONOXIDE DETECTORS AREC ',;0'_3"0. I 14'-S' 13"j, CONNECTED SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING,AND SHALL BE EQUIPPED WITH A BATTERY BACKUP SYSTEM THAT AUTOMATICALLY PROVIDES POWER FROM ONE OR MORE BATTERIES WHEY PRIMARY POWER 19 INTERRUPTED. WIRING-SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER 313 THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. SMOKE CARBON MONOXIDE COMBINATION DETECTORS TO 52 HARDWIRED IN OUCH A WAY THAT THE ACTIVATION OF:ONE WILL ACTIVATE ALL ALARMS CARBON MONOXIDE AIR EXHAUST AND INTAKE OPENINGS a- ORS SHALL BE F�ITED T_ 0 L Y, 1XII o SMOKE ALARMS To BE WAR!DWIFRED AND To HAVE 5ATTEF;!1-9��<-Up. AND THAT TERIINATE OUTDO PROTECTED WITH CORROSION- -REENS,LOUVERS OR RESISTANT Sc EQUIPMENT. CARSON MONOXIDE ALARMS SHALL BE LISTED AND LABELED AS COMPLYING WITH UL 2034 OR CAN/CSA 6.1e. CARBON MONOXIDE DETECTORS SHALL BE GRILLES WAVING AN OPENING SIZE OF: SHALL ME EXISTING LOWER NOJ�LESS THAN!1/4 INCH ANDA LISTED AND LABELED AS COM.LYING WITH UL 231r,AND MEET THE SENSITIVITY TESTING AND ALARM THRESHOLDS OF UL 2034 OR CSA&.19. CARSON MAXIMUM OPENING 517E OF 1/2 INCH,IN I ON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 313 OF KYZ.RESIDENTIAL CODE AND THE MANUPACTURER'S ANY DIMENSION.OPENINGS SHALL BE MONOXIDE ALARMS AND CARBON RCoF INSTALLATION INSTRUCTIONS. PROTECTED AGAINST LOCAL WEATHER C4)NDITIONIS. B R INTERCONNECTION OF CARBON M04OXIDE ALASTIS.WHEN MORE THAN OKE CARBON MONOXIDE ALARM OR CARBON MONOXIDE DETECTOR 19 Rr=QUIF;Mr>TO BE INSTALLED < WITHIN AN INDIVIDUAL DWELLING UNIT,SLEEPING UNIT OR SLEEPING AREA,ALL CARBON MONOXIDE ALARMS AND ALL CARBON. MONOXIDE DETECTORS IN SUCH DWELLING UNIT, ——————— - PROPOSED SECOND FLOOR SLEEPING UNIT OR SLEEPING AREA SHALL SEE INTERCONNECTED. L......_............................................ ........................................................... IV-0' .R'L SCALE:1/9'- moa :I ! � /:. �: -'•- Y�•e�R �xB' LEON RESIDENCE BTIMETRIM 1400 SALT MARSH LANE $ ,....:. . .. .......:.._.. l PECONIC NY 11958 : x : :__ _: . PACIFIC ..I ' :. ................... SIMP` J H25 HURRICANE ! NEW WALL CONSTRUCTION II j i; i !`� TIES•I6'OC r i' �5. �? +1 - ENAMEL VINYL SIDING(PER OWNERi I.; 1 � !i I I !! I i! :r` `+' BAKED TYYEC HOUSE WRAP 11,'C: ,•COX G--UTTER AND li :r `li 7. PLYBOARD 2'x6'WOOD IE;; ' ! STUDS.16'O.C.5-1/4'(R-21) !"' $ �i I i i I C$'W WALL CONST@)CT!GN 'I VINYL SIDING(PER O!1NER7 %ri t `�;;: LEADER BATT INSULATION'TYPE'X' II ii - II Ii SYSTEM ' it TYVEC HOUSE WRAP 4>•CDx ire: '' IV INrL CLAD ISSUE GYPSUM BOARD(T46 v ..... ............ ......................................................... ::- ^>: FINISH) YBOA 2'x6' STUDS :r�5 ',moi;; VENTED SOFFIT —� r ........ h9U�ATION Z. �TYPEIoGYP811M ii:�i `vi ATT tl --DATEFOR .._......_....._.__......_.._._........_....._.....__ I ! BOARD 1149 FINISH) ;:':?' �' 17.19.23^FILING r L r:; 4 ... .......... ............................................................ ...... I ,' FLOATING DECK OVER NEW FRAMING PACKAGE:9i ... .......... _...._.._......-_........................ _.._....__ i; ' ji NEW MASTER l::I :� s�#. ! ::!::i iI :: !i.:.i�.i•!i.:_:,.ii.:;.!i1,...i;::tIj..,..,;..i.l.i.i. I!• . .. ! : ...._...........;................ SOI.-CE.AFTHNG,WATERPROOFING. i! 7NYFiYEG IHOUSrEy W2 AP LOC � • ,UpIr"rIO N PLY N! STRIPS PAINTED WHITE I/d'1R-219 DS —___—....... _.—......—....._.....--..._.—......._..._._....—_..- .... ATT N9JLATION'TYPE'XGYPSIA .............._......-....-..............._.................-.........-........, iBEDROOM MASTER BATHROOM 2'RIDGED INSULATION (T49:FNIBH) VINYL SIC* (PER=NM (TAPERED•y,''-m')"2x4.12' � DX ... .._...._. ......................_.._...._......_...._.....__ .::.::::�:I .. - BOAR(749 FINISH) E I¢TJI.16 OG ' - ...... ... .......... .............-....... ............. ....::..-. CGNSTRJCTION i! F ' '•-::.�:.::.-,:.,..a -: i ! ' i; ! i! : i i'r- 1 I2'FINISH FLOORING AS li FLOOR CONS.RECTION ::::.::.:::::::::{.:__............... i. : {hINER 3/4' ti � I I ' NIST) LOOKING AS 'i!I !I ! III +I !i�.� FSR 'PER OWNER 3/4'PLYUbOD 1 ............ !i !i€ !I I j ! i I ;�. : 4L TJ! F J. '.+.'1B OORNG 5UB-FLOORING 14'TJI F.J. 12'O.G. -J j i EXISTING I'x4'U1COp 1 \' II j BASE MOLDING $ i H -i t...-.,L....J;... __ _ __ _ __ _ _ _ EIGSTING :: ;...._.-.-_.-..::. :y :" : i I_..., _,i.. LDflNG ROOM BEDROOM TO - ._.........E ..................... ' '.'.' ._. REMAIN ................................. ......� -..::' , .: •''.o' (N)14'TJI 560 FJ.a 12'O.C. N —.— `.. - 1 UL 2 5 2023 1 ` ' •I !i " <�i NEW l2)2 4 TOP PLATE !! ............ ......................... ........................................ NEW l2)2'x4, 'x � ' j Y i ___ -.._..__. TOP PLATE . I ' EXISTING ATT�CMHNEN'iARAGE TO ! I i!r>ti' :.._-:"_ ..:::.,t i SQUtt)QIQ iQVv❑ li p II # ! ,; ;i FLOOR Ga• 1::TION FNLOO PER WN R INC B Board of Trustees ! ! I i! ? I •• _ PLYWOOD SUB-OFLOORING it I ti i I > FIN'GI N FRS ROOMVGENING Roots REAIfUN PL ENGINEERING,P.C. SECTION A-AI` ' ':,�:4 i ��� 488 SUNRISE HWY,STE.1008 SGALE:I/8'=I'-0' !KI it Ili ROCKVILE CENTRE,NY 11570 TEL 518 599-0138 FAX(518)599-3419 INFO@PLENGINEERING.NET (rtp 2 ! �:• fT49 FI419H) (T49iF.N19H) `•�. EXISTNG 2X4 ip%li BOTTOM PLATE i;,�j�EXISTNG 2x4 WOOD EXISTING 2x41L'dOD EXISTING 2X4 Yrf ryr A�rrrr j'X'I'M"Ynr",F7r'rr•.; C>t STUDS W/R-13 BATH 9TUD8 W/R-13 BATH BOTTOM PLATE '3`!`=>.it-ti.iti-C:l >-Z.L.C.l.t.t:Li/i1:C.1t.�.�?'�•- t<;! INSULATION INSui..aTION r• 1400 SALT MARSH LANE ;.r :,:.. '' I`�!: PECONIC NY r .< NEW 5'B.E iIC ti EXIST1'x4'WOOD ING I}<<rii CEDING ---"sl, _ BOti I01�i PL.gtE BA6E MOLDING EXISTING 2X4 CRAWtN^v i^SAME _ NEW MASTER GUTTER4 8A6)<M EXISTING I'x4'WOOD I LEADER DER n1! t I.� ,:r ...... SYSTEM iii :. � ____._,...... ....�::.............. ... �~ - BOTTOM LATE '�rr( E -E •n :. .. iii EXISTING 2xB i:::c::::::::::::::::::::::::_,::::,:::::::::_:::»:::.::::::::::»::_:::::::, ... '.... ....:.:...............................-.................. 2. EXISTIIv XNG 2x8 BOXING ... ::: BO 3 XI �j;•,',;"_.'�_, �EXIBTlNG 2x8'F.1,.`�: .�EXI9TINA 7xe FJ:�,;',�� iBUILDING AND WALL SECTIONS i E NW WALL ON9TR1GTION S ( OIL4G �...............E.-X�-IS.T`I.N:G..2•x,.8•B.:ILL `.:.-'.. . EXISTING 2x8 SILL ' DXPLATE..................................................................TYVECHOU9E WRAP V2 m PLY BOARD 2'x6'WOOD F ; is ' STUDS-16=.5-I/4'(R-21) ! !.'.ATv:12/08!22 BATT INSULATION'TYPE'X ....,........::__.. ... ` BOARD(T49 _ -----SCALE, FINISH) - _ I Doio Wr h j i sV . ni i i!! iii - � LOOK GONSTRE'CTION I IDWG No. V2'FINISH FLOORING AS A-1 04 a PER OWNER 3/4'PLYWOOD ' [ - ORING i TJI FJ e EIE DEN TO __ _ ATTACHED REMAIN GARAGE TO REMAIN 4' I I i i i 5 :" :.:..--.................. EXISTING -- ...-....._-__.--.- ;i x. Ii .ii LMNGi ROOM ` 2. ! ii a:- TO REMAIN...... 50F7 z I •• II tt! t t $ AL&SI(iNhTUt`L"`�'___; u it. w e ..._............... ..._.......... ......---......... ..................._.........._............................................................�..._!..............._.... - ................................ a i - ` EX!STIk=+ ExISTING s I FOIAIOATION WALL FOUNDATION WALL x`/ �'_'-- }'O AND FOOTING AND FOOTING -!` M s? EIGSTING ATTACHED GARAGE TO ! ! REMAIN L sr E ` _ ........... ................ ......-..-.....................-...........................-- ...........--------............_............._— .......t...�.- .......... ....._......................................_..._......._...................... ---..._-........................................._................... ..........u.. ........ r— 1 C^1r' I�J' ',•31 '`;�• �: I i C ----- I C�5 f t J - �i r ,. r WALL SECTION WALL SECTION < < '5� ` SECTION B-B O SGALE:3/4'=I'-O' O SCALE:3/4'-I'-0' SCALE:I/8'•1'-0' ti NEW ROOF CONSTRUCTION 30 YR ASPHALT SHINGLES 30- NEW SAT FELT ICE4 WATER SHIELD- NEW ROOF CONSTRUCTION VINYL SIDING(PER OWNER) LOW END OF ROOF 30 YR ASPHALT SHINGLES 30- 12 12 TYVEC HOUSE WRAP�i'CDX PLYBOARD 2'x6' SAT FELT iCEb WATER SHIELD- - LOW END OF ROOF WOOD STUDS-I6'O.C.5-1/4'(R-21)BAtt i .............._...................-..--'^•,-=="-- .......................................'-----:.-:::::.^ .-..........w-- ----:.car.:...........-._.. INSULATION'TYPE'X'GYF'SU:`1 BOARD(t49 ......................... ............................................ ........................ .._...._---_..._.---.._. FNISH) —..... t...................... LEON RESIDENCE ... ............................... .................._..._ .................................................. ......................... .................. --------------- VINYL SIDING .... 400 SALT MARSH LANE , r NEW 5. ,.1`.. . :: . -........-_.._-� ---•------- --- ....... ..__ ........-_.-....-_...._. j WOOD 5MLIDS,5-I6'O. 5-V4'(R-2U BATT PECONIC NY 11958 ------- — _------._ ----- GUTTER4 ..............._......... .... INSULATION'TYPE'X'GYPSUM BOARD(TIS- ..._......---------------------.-..-_...-----_.... — LEADER FINISH) __..-------FWHI2068=4----------- a .---------— ! ... ._.--.. ..... ....---... - ........ .............. ........._--- : ............... ...... ....... ...........-.... . I ..._..... ..... NEW 34'HANDRAIL..... - ........ ........... .......... _---- ! ....................... ...__................. _.............. AROUND TERRACE -......._............ ..............._.... EXISTINGROOF .... ..........................................._........ ----- .................. ISSUE. ..__....................... ----------- PERIMETER ............:.................. CONSTRUC ION I I;.i!t n.,;,l,:!?LI.{.,L-i,I t.-a_:.,lc#--:...�....��,IiI!;i..:.I':. :,:...i.:.,!.L!I...,.•:Ii.,:.,.:,.i!i�!...,..<!I�.s.._;_:,:'.':..1:.Ii•a:�.:..f•.I;rl.s•u..•:...::.:...l. N DATE GXW....1. .. ... .p ati§! 1 1I 7-09-23. .F.-.ILING FOR GXW4XW;450 50 !ll!ld� �uL!! iI ................................. ' ; Il,i,:I; ............._ n _.;._ ._ .... .................................................... ........._ ............... .._.......................__ _ EXISTING PATIO DOOR WITH 51DE ! I! 4' ............. EXISTING V-NIL PANELS 1 —._— __-- !! EXISTING VTNIL !I is ! -� - L......_.. , SIDING To REMAIN „ !I� !.I EXISTING EXISTING •EXISTING I!C K !I E,15TING WINDOW WINDOW WINDOW WINDOW ilI it 9 _�.............. TO REMAIN : ... ..---- i.. f! is — -- ....._.................--------------............. ; VYNIL �_... 1... C:::::::::: r 'tom EX>INGT i!; i! _ STING TO REMAIN _ _ \fii A ....:.--..____.: :::....::..::r •-I— EXISTING EXISTING,• ' ----....................:......... _ ^............... WI _-. IST FLOOR WINDOW—. ::, ._................---..-........._...____._........ --..._...-__.-._.- ......-....._.... NDOW ...... __...-..._.._...._.......__; ....................T................ ............... !: I jj '>•-EXISTINGFOUNDATION :---...._............. .:_......--- WALL TO REMAIN v /j ! f 6 I L/ r' JUL 2 5 2023 .......... .........._.............. ...... ...................._........... ' ..................................I L._....................................................................... ..... .............. ..................................................................................................... i PROPOSED NORTH ELEVATION PROPOSED EAST ELEVATION • _ SGALE:I/B'•I'-0' SoutholdTown Board of Tn stees EN GINC:ERS ROOF CONSTRUCTION PL ENGINEERING,P.C. 30 YP-ASPHALT SHINGLES 30- ATTIC VENT TO BE PROVIDED a SAT FELT CEI WATER SHIELD- WITH 00RROSION-RE5I8TANT 485 SUNRISE HWY.STE.1008 LOW END OF ROOF WIRE CLOTH SCREENING, :!t ROCKVILLE CENTRE,NY 11570 HARDWARE CLOTH OR TEL(516)5990135 19P 51MILAR MATERIAL.TYFAX(518)5 INFO®PLENGINEEGINEERI NG.NET 12 12 s::.?;:: Ii.�:::;r:!i.::::I;:•�;:.�PI:..": I.l:!..:iEs.i;�:i:s::•'.::!;;;t.:.:.:i-:-i-_:.:......_...:_.:..:_.....:...:...:..:.!.:t_:.I:!.:..:..:.:.:,.:.:.:..-.,.:.I.•..-•..•:�:'I.•.-_--:!- ;:. ..:...._.-..._:...:...:._.:..:....:...,—..:..:�._ --------------------------- ..:..._._.:'..:.-:_-_.':..:.._._,__':.,.l..»_�..!_.._.,_._..:...:....:.._.-...._._...........:....:...1......._....'...._..!I..- ....--..:...:.__..-:-...:_....-:.._.-.-....:-�_--:.::....�._:.._....._:.:.-._......___._..._... . ......_....._........_...!..ii. ..._.._.. �om ........_..—..,__..._........____....._..... . . _ .................................. . _. _ — ..._._...—. .....—. 2F L v ............. :. l !I!C!I! .. .rI . I ! -.--..-.-.. 4 PECONIC NY .... ' -.-.—._--.._-..-...-..-..-- .— .- _ _ I F1R4C0 SE0 CS! ALT MARSH LANE ...............-.............. . . _ ..-....... . ..._.. ...............- .....--------------------------------.._... --._..--...................-.-..- _._:..............................._. .....NEW 34'HANDRAIL ..............................:':---.----...........:........, ...........-.-----------.-:- -------------- AROUND TERRACE ...---...:.....:.... _ _...-------_-----...._:. ............ -. --------------....._._--------W LA CONSTRUCTION TRAW NG NAM PERIMETER .. _._.._..._.—.—.-------------_------------------ VINYL SIDING CER OWNER) ............................... ........ --------------._ TYVEC HOUSE WRAP 1.GDX PLYBCARD 2'x6' ..........._...._..-._ — ---------- ._...___....-._._..._._-.._--._ WOOD SNDS-Ib'O.C.5-I/4'(R-2U BATTPROPOSED E .............................. .............. -'--._.......—.._.........-----------------------..-_._._...... INSULATION TYPE'X'GYUM WARD .... ................................:::......... ............ ELEVATIONSFIN15H) ......__ .............l .GXWI45 ---------. _._........_._ ! __..................._ ._...._ . LOFSCALE. ............... . _..._.- s ..-. . EXISTING NIL I •. !! iit:....:..::.:..........N......':........................._�..i,.............................. ..... 1DNG TO REMAIN NEW 34 HANDRAILII! SDN�fG;V,B�Yto(;-<- rI �* � �— OS L Y._— S AROUNDTERRACE .-............................._....... ................... .........._ DVNa. PERIMETER v� INTEXISTING (l I.Gro REMAIN WINDOW _ ISTING ib WDA-105VYNIL EXIS!NCEXISTING - xls,INC VYINIL SIDNG TOREMAINI� EXISTING VYNIL _..---.._----------------------------- SIDINGTO REMAIN--' &OF7 -- _— FFL E IGN 'URr i- -, ' ''_EXISTING FOUNDATION 2-EXISTING FOUNDATION WALL TO REMAIN Z/ ...::.WALL TO REMAIN ZI Y J PROPOSED WEST ELEVATION PROPOSED SOUTH ELEVATION )7a cr. Aer nm,�u N,sm.r.a�s TA�t t�ImnNt2a111tltm F1!I84Rw lta®Ite plat fgI1t11m HMRlR BOtID11! TJI JOIST DETAILS DESCRIPTION OF WADING DESCRIPTION OF SPACINIG DESCRIPTION OF INUMBER B-EI' G AID F AND BUILDING AND BUILDING AND iYFE AND I7 E1 Ti.E>4.(TS FASTENER AND ITEM ELEMENTS N1TYERPE OF LOCATION ITF3.1 f3J3MEN75 OF LOCATION pASTENERa , FASTENER NONE LEON RESIDENCE ROOF 4-&D BOX(2}•x 4-160 BOX(3}•x 1400 SALT MARSH LANE ` 4-89 Box(2 x 0.113');OR 0•!35'):OR tad a d� PECONIC NY 11958 }W COMMON(3 1d1 SOW prtlK Bb7Ac 0.113')OR 3160 BOX O}'x AT EALII JOIST Plde nail Plde LEDGER STRIP SLPPOR71tK JOISTS x _ O.i62');OR 14eb 380 COMMON(2 0.135');OR 2B OR RAFTH2, Ortll'Mail bDIf7N IMI JOISTSBLOCKING RAFTER CEILING }'x 0.1317:OR i0E 4-812 COMMON(2}•x TOE NAIL OR RAFTERS +100 OR(3'x FACE NAIL pld�d Aa'1 .Y)15T5 OR RAFTERS TO TOP NAIL BbfJd'Ig PaNI PLATE }100 BOX(3'x 0.100 3O 4 3'x 0.131' Ips 0.128'1;OR 4-IOD BOX(3'z 33'x 0.131' 0.128•);OR NAILS NAILS 16 4-5'x 0.131'NAILS 2-IOD(3'x YM SMf/IIOf9 TOP OR BOTTOM PLATE TO STUD f�q�•ed 4-612 Box 2 x 3160 Bax f3}'x 29 r3RID61N 5 TO JC15-1 0.12&7 H P.D.TOE A8i eoch�e fawto- 0.1137;CR 0.1357;OR d Toe nce TOO Edd dcatarbe ISSUE 3-80 COMMON!2 PER 2-160 COMMON(3}' P4000 57`WCW RAL PANEL5,5118FLOOR,ROOF Alm INTERIOR"ALL SHEATHING nal OF t� ...........h............................................... ................_.............. }'x 0.1317;OR 0.162'1;OR END MAIL TO FRAMING AND PARTICLEBOARD WALL SFffATHIN6 TO FRAMINl6 $ DATE FOR 2 CEILINEi JOISTS 70 TOP PLATE 3-I00 BOX(3'x TOE NAIL 3100 BOX(3'x (SE TABLE R6023(3)FOR HOOD STRWnFAL PANEL EXTERIOR WALL TJ•r11h ----- :----- 0.128°);OR --- 0. 128% SHEATHING TO WALL FRAMING] 1 1 7-19-23 FILING ........._:.................................................................................... 33'x 0.131' 33'x 0.131'NA1L5 NAILS Yubf Mere 'mfnlmran)ofaf 3100 BOX(3•x DESCRIPTION OF ATYPE ASE OF O®NERS 0 de`t eMa.Attich dmlolsf par O x TOP PLATES,LAaS AT CORNS 0.128.7;OR ITEM 0.128);OR IT AND INTERSECTIONS 2-160 COMMON(3}' FACE NAIL ELEMENTS FASTENER tTs !xrcTx�1A }IGD COMMON(3 FACE NAIL 0.1627;OR obs n n� ..........................._...................-............................................... 3 'x 0.167.');OR - 33'x 0.131'NAILS 2x_etld Plde fdi-16d(�Y) --------------_._..__.._,_........._._.........._------...._...._...........-----. 43'x 0.13 bD COMMON(2'x i NAILS 3150 BOX(2}'x 30 0.113')NAIL Ndl d 16' 0.1137:OR ' ' !r Y'feb etlFerheTtt ��, 60x d F2'arcalbef• FACE I'BRAE TO FALIi STUD AND 2-&D CO1WON(2}'x _ r COMMON(2} b 2 Load from above beth eld7r d 9Mro4*'e'd B'dlafmter'A1adi9rk bob Fa•If1Y-16' I' - IB PLAT' 0.131'1;OR FATE NAIL x 0.CO NAIL d��p gpOrmbl6'dh}Ider 1!r/ta1111011�6' ..---------.................._....._................................_..___............_._ 4 N^L 2-100 BOX 13•x (ROOF) rlla�n mFor�'61drJflg palet 4Y dtlep a 0.128'1;OR812 COMMON NAI yie et10r�Hol s'TIM Joist 7.STAPLES i';° 11F)q 6 12r QO Thot�Flaloerl. 4-IoD BOX(3'x 31 32n - �� (2}'x 0.1317 COLLAR TIE TO RAFTER,FACE 0.125);OR ACE NAIL EACH 3bD BOX(2}• !OD COMMO40- 5 RAIL OR II/4'x 20 GA.RIDGE 3100 COMMON 0.1137;OR ° - ° 0.148%NN4 OR b I2 s0. OD flml-IOd(3 STRAP TO RAFIER x 0.148');OR RAFTER 32 Jj I•x b'SNEAhIIN6 TO EACH 2-812 CANNON(2 J'. 812(2}'x 0.1317 tT01(d b'OII•oalta' _ 4-3'x 0.131'NAIL 0.131°);OR TALE NAIL DEFORMED NAIL 2x4 minimum 19 2-IOD BOX(3•x i a i '' I7 tip^ I"-••.,l 3-160 B0%NAILS BEARING _ !! RR E !3�'z 0.135');OR 2 TOE NN(S ON 0.1287;OR OTHER WALL SHEATH{IN G9 Squash blocks IS RAFTER OR ROOF 7RL55 TO 3400 GOr4-ION ONE SIDE AND IBarx�oy,,,�z�,,, ,g 1 '-•r •._:• [-__,__�-s-Km 2 STAPLES,I°CRONAI, "�"7 Frtall 0, PLATE NAILS f3•x 01487; TOE NAIL ON I}'GALVANIZED TIrbaw5b d•LSL orlLeveP 1W dm board. 8d(yYjC417ro0f1 OFF051TE 5IDE ib 60.,I 'LONG O Use 2r4 minimums squash blocks to 4101 Dox p'z ROOFING NAIL,�' O Nae with tOd(0.131`x 3')osis, d 4.OfFtefter4edo ' 01257;OR. EACH RAFTER STRUCTURAL CELLULOSIC HEAD D!Ai-EIER, bensferload around TWelollet erre each at top and bottom flange. OR 7RU551 33 }� OR 3 b O© 43'x 0131•NAILS 3-eO BOX(2}'x FIBERBOARD SHEATHING E1 Et •See TnrsJaisfT-mmelsWrhef GuMa loraddliwlel 0113');OR I'CROYN STAPLE 0.3 6u611ea'tlrl fam T.T V; J 3&J COMK N(2}•x Ib 6A,1;'LONG L 4-16D(3}•z 0131'h OR JUL 2023 0.13511;OIZ 3-I0D BOX(3•x 1 J•GALVANIZED 34017 CON, (3 0125.1:OR ROOFING NAIL,�• IMI tttcl2laeo exceerb 3'x 0146'}OR TOE NAIL 3 STAPLES,I-CROWN, 'STRUCTURAL.CELLL1DSic MEND DIAMETER, K100 BOX(3'x I'x b'5HEATHINi6 TO EACH t6 GA,I J'LONG 34 FIBERBOARD SHEATHING OR 3 6 K:1MI tOfxfhe d 19n ' 1-111,OR BEARING FACE NAIL I'CROK4 STAPLE boQ'd nal-i6d(DES'x `- ROOF RAFTERS TO RIDGE,VALLEY 43•x 0131•NAILS HIDER TH44 I'x B• Ib 6A,I j'LoNS Vrh a Scu fi�id Tawn T OR HIP RAFTERS OR ROOF so 4 BD Box 2}•x fdl-l6d Toa•x Board c'Trustees 70 TEIMJM 2'RIDGE BEAM 4-&D OR 1}'GALVANIZED l �4'Th6af5617dF LSL O(Level•tM'dm board.3I6O Box 3 j'x 380 COMMON(21-x ROOFING NAIL; � Nall with 10d(0.131'x 3)naffs, 0.1357;OR 0.131');OR STAPLE $ one each at top and bo8om flange. 2-Ib0 G0N917N C3 3-100 B0%G'z 35 }°GYPSUM SHFATH:N16° GALVANIZED, 7 7111'Ied amh olds d Mmh rakfayA fad t0 Wth am bd Etc..>I N EERS }'x 01622 aR 5257;OR 1}•LONG;1} Jt3100 Box0'x END NAIL 4 STAPLES,FCROHoy SCREWS, (Oa'x 7i)tldl d caro ;�r: R PL ENGINEERING,P.C. 0.W'),OR i6&A,I I-LONG TYPE W OR 5 4 T7imrSh't nd•LSL or � 486 SUNRISE HWY,STE.1008 M19 i)L'dm board O ay.of Ilrd Vireawd ah OM �.._ .£ RO(516)5 CENTRE,NY11570 FLOOR I}°GALVANIZED �� TEL(518)599-0138 ROOFING NAIL: side ES,bath oWes d4,90 BOX(2 J'x STAPLE M(Oa•% FAX(518)589-3419 OJI3•),OR 36 �•6YF5UM 5HEATHINO GALVANIZED, 7 "1alrl � INFO@PLENGINEERING.NET i5T TO SILL,TOP PLATE OR I},LONG:I}' Fall 74'OL.FACE 3BD G0N4MOt+f2}•x160 COMMON(3}'NAIL 21GIRDER 0131•):OR TOE NAIL SCRFv:S. IftilcaP Um 1 4°4'-Adtazh TJ•°6176 1 TYPE W OR 5 t MOT AT BRACEP UD x 0.162'1 3100 BOR(3'x B STUD TO STo rn bawd-dh Das 10d(0120'50.')nLJL T nag 1� bo P RO:ECT 01257;OR g babaeen eOTh R4 1-L PAN ELS) oD r3); x M 33'x air NAILS Nam TJ• Ido rIn bawd rah Rath r NNIjobl; OJ2B);OR MAIL FOu•IOd J205B )lab.TOO fd1 1r'ao olds d Leen than$' 3'x 0_.91'MILS BD BOX(2 •x 0.18•j 4"OC-TOE NAIL lel o103U1s oto rte bond 160 BOX 0}'x 12.OL.FACE RIM JOIST.BAND.HOIST OR (7'x 0.1209 0.9 181 AH 13 � O 1400 SALT MARSH LANE STUD TO STIR AND ABUlTINS 0135);OR NAL BLOCKPECONIC NY ING TO 5111 OR 70P PATE COD4.10N(2 1'. 37 �•AND LESS NAIL;OR b 12 'Conhen(iurrsl construction code mNmwm laruse with 0.3 only.See The 51UD5 0.7 INI7HZrFLTING WALL 3'.0.131'MILS 22 (ROOF APPLICATIONS ALSO) caval TJI• 9 51WS AS 01317;OR b'O.C.TOE &D COMMON(2 7 ®®®® S.M.#TJGlride,if A3I-,and fhe;le s Rim Board (AT BRACED WALL PANELS) 160 COMMON(3}• b'O.C.FACE IOD 13OX(3'x 0.1287 NAIL x 0.1317 NAIL J G.M.7FTJA000,kvA31-A3.31n5�0afian apBt�teA'ons end 0.1627 NAIL 33'Rx 0.131'MILS BD COMMON(2}' DRAW kv NAME 160 COMMON(3}' -OL.EACH E 3b �" - I': x 0.131'7 MNL;OR 6 12 10 BUILT-IIP HEADER(2'TO 2' 0.1627 ALE NAIL 3-512 BOX(2}'x BD DEFORMED(2 0.113');OR }'x 0.I20')NAIL HEADER KTH}°WAGER) I6D BOX 0}'x 2.0L.EACH EVE 23 2-bD COMMON(2}'x PROPOSED I'x b"JJf'{9..00R OR IL55 TO EACH �4'TllbaE+h'ad•LSL or Sevep 17L'dm hoard.Nal with tOd(0.131'x 3') x 0.148')NAIL, 0.1357 WE NAIL JOIS 0.131');OR FACE MIL I OR' ne6s,one eedl at top and bottom tlerge.NdI t0 t710c131g POl1eI WN1 INFERMFJ)IATE BEARING DETAILS 3105 BOX(3'x 38 ( 6 12 Flush lHd.Ma plate 812 DER--ORt-ED(2 b �t�Pw� NO LOAD BEARING WALL ABOVE 0.12&7;OR required.permitted 5-80 BOX(2}•x 2 STAPLES,I'GROWN, }'x 0.1207 MIL overhang pertni8ed et 0.113');OR AFtOd1 t'QIIFOfGollleft t0 t�0t8FFalero reqtilred 11 CONTINJOIY HEADER TO STUD 4-80 CONdYJN(2 TOE NAIL Ib GA, I °LORI W%ale 6d(Oa'x All"d each olds d em gym. r. J'.0.:317;OR 9r 1 1W 24 Mti 1 Met•8040 ft I HU FM HIM•OA41 K%I K",I.6l2IPA each carer Bibdctg Pamb"be � L1AT•.-'.:12/08/22 4-100 BOX ra'x 3-16D Box(a}' r equrvd Huh•thew Ndb *. OJ78) 24 2•�15FLOOR TO-;01ST OR 61RDER 0.135);OR BLIND AND FAC W1L5 0.(a 9t7O6FOw4M BOJ!OR VEMM SW1NJ WUPT MfB�011WIN'1 i Or'td pabt!bableal k. ^ SCALE: _ 2-16D GAMMON(3}' NAIL A1BJ.W1L51BW FUR RW09 A D`SIMM 9 LONPL1 M SIAL MW MIMH joNt.Mai to top pld0 Wth d"aP bsbM( 0 �vOt101D t0►bard • JOB Na: _.__.-.._._..._.IGD OOMKJN(3}' IL.G.-FFCE- x 0.162'1 Y5vM IRONS YEW Sll�i996 AS 900,60 IM MR SIWK D AMM OF OJ42 IM eq*v ded 0ofmdll0. __....____.._.____.__-._.....___._.-__-----.._....._. oJbz7 f.OF4Y.tJ AIL),W Kul FOR 9W9 DIAIL'M IARNR TVX 0142 NAI Off N7r LMfHt 0VJG BY.; LYS 2 0L. 3-160 BOX(3}• AT EACH ORM OM AND 100 IS MR SM D1Nt3 M OF 0142 NCM OR USS, �> 12 TOP PLATE TO TOP PLATE IOD BOX W x - 2-R AN✓K5(FLANK a B..AM-FLOOR 01357;OR d�4"rOYIFaY.a10[� ;DvvG n o, -� OU87;OR IL ROOF) 2-160 GONIMON(3}• .RING.TALE STAP(E5I7�lit t11�(diQ AW FN1(B A IMIMV�-MGI QI DIMIIQZ ORO/N YfZ711L O al ala olds El b01h eldee 3 x0.131 NAILS6 x 0.162 A-106 '7 C.�•c�-N 9'7h1,®ATHOf lCiE TNN NGET+aI t�iMHt ATALL9F4DRI5 MBK d� AM Ala 46 MUM M gig ATRi H3 8-160 COM ON(3 FACE NAIL ON 160 COMMON(3}°x 1�thm 5' DOUBLE TOP PLATE SPLICE FOR }'X 0.162);ORor. 0.1627 .FOR4'U0r Br 6•FOOf OR 4•FOOrBr 44.007 PNdS 9MLL!!Niim YRLIY.AILY. F 51265 A-02 WITH SEISMIC LSACED @-IbD Box(3}'x EACH 4-10 BOX C3°x O O® --------------------..--....................._..........._._....__.......... 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MH TIB M".05T V TDP FLAM N AC40DANCE H1H Tl6�+�••71!TrJ!WIL 1tv"r e1 otTH� O L•bb G Remm f1e�uYyd IF A FACE MIL O«„E�PESDEpFTIERAFIR�sL,L1.IDr�F�. ,� "' 1����fvt*�• 8(9 - ���ls Ol� d TJ•put top Ffarp de m bebN-eeo o 4SV3FFQt�.cp �� Gy Caroline Burghardt,Chairpersony Town Hall,53095Main Rd. Lauren Standish,Secretary -0 P.O.Box 1179 • '� Southold,NY 11971 4,- �` Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., February 7, 2024, the following recommendation was made: Moved by Shannon Wright, seconded by Inga Van Eysden, it was RESOLVED to SUPPORT the application of PABLO LEON to construct a second-floor bedroom/bathroom, and convert bedroom on first floor as an office space. No change on number of bedrooms, use or occupancy. Located: 1400 Salt Marsh Lane, Peconic. SCTM#68-3-2 Inspected by: Shannon Wright Vote of Council: Ayes: All Motion Carried r PL Engineering . v 466 Sunrise Hwy.Ste 1008 ` (516)599.0136 �info@plengineering.net Rockville Centre,NY.11570 Design&Build January 26, 2024 Town of Southold EO Board of TrusteesSouthold Town Hall53095 Route 25,P.O.Box 1179 Southold,NY 11971 RF: Pablo Leon1400 Salt Marsh Ln S0uth Peconic,NY 11958 We hope this letter finds you well. We are writing to formally submit a permit application for the construction of a residential addition to our property located at 1400 Salt Marsh Ln Peconic. The proposed project involves adding a second story to the existing one-story light frame construction residence.The main objective of this addition is to create more functional living space while maintaining the current number of bedrooms.The key elements of the addition include the installation of a set of stairs,the addition of a master suite on the proposed second floor and the creation of two open terraces. The details of the proposed addition are as follows: Basement Level The basement level with dimensions of 40'-2"x 24'-5"will remain as existing with no change on its footprint or configuration. First Story The existing first floor of approximately 1,163.03 square feet of gross area will not change on its footprint. The existing first floor involves the main living area of dimensions of 40'-2"x 24'-5",one existing den with dimensions of 9'-11"x 18'-5"which is the main access to the residence and wood steps which remain undisturbed. One of the existing bedrooms will be converted to an open office allowing for the installation of the stairs to access the second floor. The bathroom,kitchen,two bedrooms and Den will remain undisturbed. Second floor(36'-2"X 24'-5"L shape) The proposed second floor addition of about 822.94 square feet(gross area)will involve the construction of one master bedroom with a master bathroom and walk in closet. We are also proposing the construction of two open terraces,one in the front of the house and one in the rear section of the house. The open terrace on the front of the house(11'-11"x 5'-0)will have direct access from the master bedroom and will have an area of about 59.756 square feet. With the addition of this terrace the client can enjoy the woods on the front of the house. The proposed open terrace in the back of the house(24'-5"X 8'-0")will have an area of about 195.20 square feet will give the client the possibility to enjoy the view of the sound. 4 feet of this terrace will be in cantilever and will intrude on the existing rear yard. As per zoning code the open terraces are not included in the gross area calculation as notes below: Construction Management Design&Build Engineering,Architectural&Sustainable Design Fire Protection System Design i' PL. Engineering, P.C. Design&Build www.plengineering.net Gross area Calculations Existing basement gross area 980.88 s .ft. Existing Ground floor gross area 1,163.03 s .ft. Proposed second floor 822.94 Total gross area 2,966.85 s .ft. Permitted gross area 2,100 sf plus 12.5%in excess of 10,000 sf up to 2,100+(8,914.56*12.5%)=3,214.32 sq.ft.which is a total of 3,350 sf max. I more than the proposed 2,966.85 s .ft. There will be no change in use and the number of bedrooms will remain the same. New I/A OWTS system will be installed as per Suffolk County Department of Health Services(SCDHS) Standards for Single-Family Residence Sewage Disposal System. New I/A OWTS system shall be fully approved for use in Suffolk County by SCDHS. New I/A OWTS system shall be(1)FujiClean CEN5 or approved equal,which provide minimum 400 GPD for 3 Bedroom residence as per SCDHS Standards. We are committed to ensuring a smooth and efficient construction process while adhering to all building regulations.Your support and expertise in this matter are greatly appreciated. Thank you for your attention to our application. We look forward to the opportunity to enhance our residence and contribute positively to our community. If you have any questions or require further information,please feel free to contact me at 516-319-4705 Sincerely, Paul A. Leon, P.E., CEM, LEED AP Construction Management Design&Build 2 Engineering,Architectural&Sustainable Design 3rotection System Design OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex SUpT P.O.Box 1179 y 54375 State Road Route 25 ;`O` ��® . Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold NY Telephone:631 765.1809 ©� http://southoldtownny-gov �y"OUM`1,� J ZONING BOARD OF APPEALS Town of Southold I l� lel y j 2 5 2024 JAN ��.., January 22,2024 Southold Tow.. Board of Trustees Pablo Leon v� 1400 Salt Marsh Lane Peconic,NY 11958 Re:ZBA FILE: 7853,Leon 1400 Salt Marsh Lane,Peconic SCTM No. 1000-68-3-2 Dear Mr. Leon; We received your recent letter requesting the removal of the condition of approval to ZBA decision Number 7853, dated December 21,2023,to install an Innovative Alternative Onsite Wastewater Treatment System(I/A OWTS). At the ZBA Special Meeting on January 18, 2024 the Board reviewed your request, our records and our decision to grant an area variance for the construction of second floor additions to an existing single-family dwelling.having a top of bluff setback of 45.9 feet. Please note that our decision to require the Innovative Advanced(IA) system as a condition of approval was made in order to mitigate any potential adverse impacts to an environmentally sensitive coastal area. Therefore,please be advised that the Board voted by unanimous resolution to deny your request and to stand by its December 21,2023 condition If you have any additional concerns or questions,please contact the Town Attorney's office.. 'S!S!ince^yours, slie'Karies'We srii' ZBA Chairperson cc: Building Department Town Attorney's Office Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Thursday,January 11, 2024 3:10 PM To: 'paul@plengineering.net' Cc: 'natalie' Subject: RE: 1400 Salt Marsh Ln Peconic Good Afternoon, I just want to be sure you were informed that the Board of Trustees have tabled both of your applications(bluff stairs and house additions) until original current certified surveys are submitted to this office for the file. Both applications have surveys that were created in 2012, prior to Super-Storm Sandy. The existing bluff no longer matches the bluff elevations and location as depicted on the survey from 2012. Please submit eight (8) new original certified surveys for both of your applications (4 surveys per application), and as per Town Code Chapter 275-6(8). Also, regarding the application for the house additions,the Zoning Board of Appeals conditioned that an I/A OWTS sanitary system be installed, replacing the existing sanitary system. Either a site plan or the survey along with the written project description must be updated to depict the type and location of the I/A system to be installed in order to proceed with the house application. Please either submit four(4)certified original surveys with all revisions or four(4) site plans with proposed additions and I/A system and four(4) updated certified original surveys of existing. Thank you. ftiz klfi eatitwoU Administrative Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From: paul@plengineering.net<paul@plengineering.net> Sent:Tuesday,January 2, 2024 1:27 PM To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Cc: 'natalie'<natalie@pie ngineering.net> Subject: RE: 1400 Salt Marsh Ln Peconic Dear Elizabeth, I hope you enjoyed your Holidays, Please find attached Approved Zoning letter, please let us know when can you accommodate us for the next Trustee's meeting . Thanks for your assistance on this matter. HAPPY NEW YEAR HH! If you have any questions please do not hesitate to contact us. 1 Sincerely, Paul A. Leon, P.E., CEM, LEED AP I President Engineering-Construction Management-Design and Build A:486 Sunrise Hwy.Ste. 1008,Rockville Centre NY 11570 T:(516)599-0136 1 C:(516)319-4705 Paul@plengineering.net I www.piengineering.net �..�,� iJYltistamafk4iatare. ( mvbe �&ra�-ecsslZ�a'�`afxn+�t � From: paul@plengineering.net<paul@plengineering.net> Sent:Thursday,July 27, 2023 1:20 PM To: 'elizabethc@southoldtownny.gov'<elizabethc@southoldtownny.gov> Subject: 1400 Salt Marsh Ln Peconic Dear Elizabeth, It was a pleasure talking to you last Tuesday,as requested please find attached project description. Thank you for all your attention in guiding us with the filing process. If you have any questions please do not hesitate to contact us. Sincerely, Paul A. Leon, P.E., CEM, LEED AP I President Engineering-Construction Management-Design and Build A:486 Sunrise Hwy.Ste.1008,Rockville Centre NY 11570 T:(516)599-0136 1 C:(516)319-4705 Paul@plengineerine.net I www.pie nginee ring.net .f nrwy¢z� tk.'vE�amaf.M.r�tariy ,�~�y. — !EAa�svtiau�laprnt�nt 04 �Q� I 2 MAILING ADDRESS: OFFICE LOCATION: zoz� 30 P.O.Box 1179 Town Hall Annex 54375 State Road Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 http://southoldtownny.gov ECr- ' ZONING BOARD OF APPEALS Town of Southold OEC 27 ­_00arG FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 21, 2023 ZBA FILE: #7853 NAME OF APPLICANT: Pablo Leon PROPERTY LOCATION: 1400 Salt Marsh Lane (adj. to the Long Island Sound), Peconic NY SCTM: 1000-68-3-2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls Linder the Type 11 category of the State's List of Actions, Without further Steps Linder SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required Linder the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated October 26, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review Linder Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator Issued a recommendation dated November 29,2023. Based upon th'e information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 18,915 square feet, .434-acre, waterfront, rectangular-shaped parcel located in the R40 Zoning District measures 80 feet along a right of way known as Salt Marsh Lane, then runs north 253.57 feet to a tie line along the apparent high-water mark on July 24, 2012 then runs east 76.14 feet, and returns south 264.65 feet back to the roadway. The subject parcel is improved with a one-story wood frame house with garage Underneath,an enclosed entry porch,wood landing and access steps, brick entry walk and gravel parking area, a small waterside landing and stairs, and the remains of wood beach stairs running down the face of the bluff to the beach below, as shown on the survey prepared by Nathan Taft Corwin, 111, Licensed Land Surveyor, and dated July 24, 2012. BASIS OF APPLICATION: Request for a Variance from Article XXII, Section 280-116A(1) and the Building Inspector's September 20, 2023, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) located less than the code required 100 feet fromfromthe top of the bluff, located at: 1400 Salt Marsh Lane(adj. to the Long Island Sound), Pecon ic,NY. SCTM#1000-68-3-2. b Page 2, December 21,2023 = #7853, Pablo Leon SCTM No. 1000-68-3-2 RELIEF REQUESTED: The applicant requests a variance for additions and alterations to an existing single-family residence, including the addition of a full second floor,that is partially cantilevered over the waterside first floor with a bluff setback of 45.9 feet where the code requires a minimum bluff setback of 100 feet. ADDITIONAL INFORMATION: Improvements on the subject parcel are covered by the following Certificate of Occupancy: #Z-2539 dated October 17, 1966 covering the construction of a single-family dwelling. #Z-3160 dated July 18, 1966 covering the construction of the addition of a porch. The applicant provided construction drawings including a site plan, existing and proposed floor plans, Gross Floor Area plans and calculations, elevations and a Pyramid Law diagram, labeled A-100, A-101, and A-102 prepared by Pablo Alfonso Leon, and dated December 8, 2022. While the majority of work proposed falls outside of the scope of the Zoning Board of Appeals,the applicant proposes to add a full second floor, 36.2 feet by 24.5 feet, which is partially cantilevered over the waterside fagade of the existing residence. The structure presently maintains an existing bluff setback of 50.9 feet. With the addition of the cantilevered second floor containing an owner's suite with full bath, a walk-in closet, sitting area, stairwell and a waterside terrace, approximately 8 feet wide (5 feet of which is cantilevered over the existing first floor) the bluff setback is reduced to 45.9 feet. There is no proposed expansion of the foundation or the first floor. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 7,2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The right of way, known as Salt Marsh Lane, services several sound front residences and terminates just past the subject property. Lands on the southside of the roadway are undeveloped, owned and `preserved' by the Peconic Land Trust. The majority of the residences in this wooded neighborhood were built in the mid-201h century, many of which do not conform to current bluff setbacks where the bluff is known to severely erode. While the house is existing, the applicant does not propose any encroachment or the reduction of the existing bluff setback, however, proposes to cantilever a second-floor addition, 5 feet over the existing home, thereby triggering the required relief. As a result of cantilevering the second floor, 5 feet, with no disruption to the foundation or expansion towards the bluff there will be no undesirable change in the character of the neighborhood or detriment to nearby properties. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could step the second floor back to the existing 50.9 feet existing bluff setback and design a waterside balcony within the existing footprint of the residence, However, in the proposed plan, the applicant is able to incorporate a greater amount of interior living space without encroaching on the Gross Floor Area or the Pyramid Law, and proposes a modest 5 feet cantilever allowing for an 8 feet wide waterside terrace, which is reasonable for the scale of the existing home and neighborhood. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 54.1%relief from the code. However, the existing residence has a bluff setback of 50.9 feet and the applicant is not proposing to expand the footprint of the house or the primary floor;the applicant is proposing to cantilever a second-floor balcony that is 8 feet deep, necessitating 5 feet of relief for a second story addition, from the existing non-conforming bluff setback. Page 3, December 21,2023 - #7853, Pablo Leon SCTM No. 1000-68-3-2 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install a Suffolk County Board of Health approved Innovative and Alternative Onsite Wastewater Treatment System. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a reduced second floor bluff setback of 50.9 feet, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Planamento,seconded by Member Lehnert,and duly carried, to GRANT the variance as applied for, and shown on the construction drawings including a site plan, existing and proposed floor plans, Gross Floor Area plans and calculations, elevations and a Pyramid Law/Sky Plane diagram, labeled A-100, A-101, and A-102 prepared by Pablo Alfonso Leon, LPE, and last revised September 28, 2023 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a Suffolk County Board of Health approved Innovative and Alternative (I/A) Onsite Wastewater Treatment System. 2. Exterior access to the first floor, seaward side living room sliding doors, may not exceed the maximum allowable landing square feet area and steps as calculated and enforced by the Town of Southold Building Department. 3. The applicant requires approval from the Southold Town Board of Town Trustees. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property Page 4, December 21,2023 #7853, Pablo Leon SCTM No. 1000-68-3-2 that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento, Acampora and Lehnert. (5-0) Aeslies Weisman, Chairperson Approved for filing /a/ /2023 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Wednesday,August 23, 2023 9:46 AM To: paul@plengineering.net' Subject: Pablo Leon; SCTM# 1000-68-3-2 Good Morning, The office of the Board of Trustees received the application referenced above. In reviewing the application it has been determined that the prosed project requires a variance from Zoning Board of Appeals. Due to the fact this project requires a ZBA variance,the review of this application is being postponed until a ZBA determination has been issued. Please proceed with applying for a ZBA variance and once their determination has been made then this application can start to be reviewed again and tentatively slated for the next available Trustee public hearing. If the ZBA modifies your plan in any way, please submit to this office four sets of revised plans and a revised written project description in order to conform to any possible ZBA determinations. Sincerely, '5*ka �P2 Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov 1 E:I PL Engineering v 486 Sunrise Hwy.Ste 100B ` (516)599.0136 �info@piengineering.net Rockville Centre,NY.11570 Design July 26,2023 Town of Southold Board of Trustees E E I+ If Southold Town Hall D 53095 Route 25, P.O. Box 1179 Southold, NY 11971 JUL 3 1 2023 RE: Pablo Leon Southold iown 1400 Salt Marsh Ln Board of Trustees Peconic, IVY 11958 We hope this letter finds you well.We are writing to formally submit a permit application for the construction of a residential addition to our property located at 1400 Salt Marsh Ln Peconic. The proposed project involves adding a second story to the existing one-story light frame . construction residence.The main objective of this addition is to create more functional living space while maintaining the current number of bedrooms.The key elements of the addition include the installation of a set of stairs,the addition of a master suite on the proposed second floor and the creation of two open terraces. The details of the proposed addition are as follows: Basement Level The basement level with dimensions of 40'-2"x 24'-5"will remain as existing with no change on its footprint or configuration. First Story The existing first floor of approximately 1,163.03 square feet of gross area will not change on its footprint. The existing first floor involves the main living area of dimensions of 40'-2"x 24'-5", one existing den with dimensions of 9'-11"x 18'-5"which is the main access to the residence and wood steps which remain undisturbed. One of the existing bedrooms will be converted to an open office allowing for the installation of the stairs to access the second floor. The bathroom, kitchen,two bedrooms and Den will remain undisturbed. Second floor. (36'-2"X 24'-5" L shape) The proposed second floor addition of about 822.94 square feet (gross area) will involve the construction of one master bedroom with a master bathroom and walk in closet.We are also proposing the construction of two open terraces, one in the front of the house and one in the rear section of the house. Construction Management Design&Build Engineering,Architectural&Sustainable Design 1 Fire Protection System Design PL Engineering, P.C. Design&Build www.plengineering.net The open terrace on the front of the house (11'-11"x 5'-0)will have direct access from the master bedroom and will have an area of about 59.756 square feet.With the addition of this terrace the client can enjoy the woods on the front of the house. The proposed open terrace in the back of the house (24'-5"X 8'-0") will have an area of about 195.20 square feet will give the client the possibility to enjoy the view of the sound.4 feet of this terrace will be in cantilever and will intrude on the existing rear yard. There will be no change in use and the number of bedrooms will remain the same. We are committed to ensuring a smooth and efficient construction process while adhering to all building regulations.Your support and expertise in this matter are greatly appreciated. Thank you for your attention to our application.We look forward to the opportunity to enhance our residence and contribute positively to our community. If you have any questions or require further information, please feel free to contact me at 516-319-4705 Sincerely, Paul A. Leon, P.E., CEM, LEED AP ��pF NEW CO PyFON$O`0 k Q� Z r tr n 075629 v AROPEssIoNP Construction Management Design&Build 2 Engineering,Architectural&Sustainable Design Fire Protection System Design Glenn Goldsmith,President V�'V soar Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly CAR PW Telephone(631) 765-1892 Elizabeth Peeples ''�'fi ` y© Fax(631) 765-6641 BOARD OF TOWN TRUSTE TOWN OF SOUTHOLD JUL 2 5 20S This Section For Office Use Onl Southold Town Coastal Erosion Permit Application Board of Trustees �1 _Wetland Permit Application Administrative Permit _Amendment/Transfer/Extension X Received Application: k Received Fee: $ 1�. _ — Completed Application: 7.31.23 Incomplete: SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): K LWRP Consistency A sessmen Form Sent: cl —CAC Referral Sent: 1 a` 1C Date of Inspection: r nGearvmAe c�7/oZq Receipt of CAC Report:_ _ Technical Review: Public Hearing Held: Resolution: Owner(s) Legal Name of Property (as shown on Deed): Pablo Leon Mailing Address: 1095 Verbena Ave Merrick NY 11566 Phone Number: 516 319-4705 Suffolk County Tax Map Number: 1000- 68-3-2 Property Location: 1400 Salt Marsh Ln Peconic NY (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Mailing Address: _ Phone Number: Email: C� Sa� Board of Trustees Application GENERAL DATA Land Area(in square feet): 18,915 Area Zoning: R-40 Previous use of property: Residential One Family Dwelling Intended use of property: No Change Covenants and Restrictions on property? Yes ✓^No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes __Z_No If"Yes", please provide copy of decision. his projectny demolition as per Town Code or as determined by the Building Dept.? req", Yes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes F-1—No Prior permits/approvals for site improvements: Agency Date ❑✓ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?-z—NoYes If yes,provide explanation: Project Description(use attachments if necessary): Construct a second floor bedroom/bathroom as per drawing. Convert Bedroom on first floor as an office space. No change on number of bedrooms use or occupancy. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: — Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 Closest distance between nearest existing structure and upland edge of wetlands: >100 feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? ❑✓ No Yes If yes,how much material will be excavated? NIA cubic yards How much material will be filled? N/A cubic yards Depth of which material will be removed or deposited: NSA feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: N/A Statement of the effect, if any,on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): NIA 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part l based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part]. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Municipality Project Location(describe,and attach a location map): 1400 Salt Marsh Ln Peconic NY 11958 Brief Description of Proposed Action: Construct a second story of approximately 24x40. No change of number of bedrooms Use of Occupancy. Name of Applicant or Sponsor: Telephone: 516 319-4705 Pablo Leon E-Mail: paul@plengineering.net Address: 1095 Verbena Ave City/PO: State: Zip Code: Merrick NY 11566 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES . administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: 7 ❑ 3.a.Total acreage of the site of the proposed action? 0.434 acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. CheI land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) IndustrialCommercial ❑✓ Residential(suburban) EForest ❑Agriculture Aquatic QOther(specify): Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? 11 b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7, is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: W ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? v✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: N/A ❑ 11.Will the proposed action connect to existing wastewater utilities? 'NO YES If No,describe method for providing wastewater treatment: N/A V ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. ntify the typic bitat types that ocn,or are likely to be found on t1Mroject site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Wetland HUrban �/Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES IEW 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a. Will storm water discharges flow to adjacent properties? WINO OYES a b. Will storm water discharges be directed to established conveyance systemsff an m drains)? If Yes,briefly describe: ZO 'ES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size:_N/A___ __ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: N/A 1v7 ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe:N/A W71 ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor am .Pa to Leon Date: 7/24/2023 Signature: `�✓�. Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the.following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑ 3. Will the proposed action impair the character or quality of the existing community? El 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate El available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ EJ a.public/private water supplies? b.public/private wastewater treatment utilities? E] 8. Will the proposed action impair the character or quality of important historic,archaeological, a architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? ❑' 11. Will the proposed action create a hazard to environmental resources or human health? 0 Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider-the potential for short-term, long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Application AFFIDAVIT Pablo Leon BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS.APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. r gnature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF 20 .•`` *ALIA ZA a R •.•... •#o =s :• QP NEW YONK •� _ Notary Public I • Nwau Csuety ..� � �bMf411QHM�``,M APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the hart of town officers and emolovees.The nurwse of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Pablo Leon (Last name,first name,ipiddle initial;unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee,has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES F-1— NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold N/A Title or position of that person N/A Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): _nA)the owner of greater than 5%of the shares of the corporate stock of the applicant –n (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP N/A Submitted this a da r of20 Signature_ Print Name Form TS 1 Board of Trustees Appli ion PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: " 6 ,5- 3 - 7 STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of -. 20- Notary 20Notary Public Board of Trustees Appl:' tion PROOF OF MAILING OF NOTICE ATTACH CERTIFIE D MAIL RECEIPTS APPLICATION NAME & SCTM#:?�Vc� 1600- 6S -3-1 NAME: ADDRESS: ?CC-ake c LQA� T z WV- t')x 1-1`116 S3aQ.pA0'\(L 11 q 7 � SNM LP���x u^� �5 �� � �� 01-01-1 1100DE) STATE OF NEW YORK COUNTY OF SUFFOLK palalo UOA , residing at 110-q5 /lQ�Ae rk OL ,U ,I 1 l5 6,C-3 , being duly sworn, deposes and says that on the _ day of V�0r , 20.!�J, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at ilAp &erre P'A , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signatu Sworn to before me this J '01111„„610,���� Day of �.•`a�`�*pl.lA 2p �•`` `1�i•••SIATB •••9�' �'�. m` - OF NEWYORK NOTARY P RIJCDj Qnafilled In •p ? Nasmucounty Notary Public 817A6226128ei ON s \ U.S.,Post.cil Service a CERTIFIEDo ■ CEI ■ Domestic Ir rq C3 Certified Mail Fee , 1.'p,,r11.f, ilrr 't! Extra Services&Fees(check box,add fee , pe) ; C3 Return Receipt(hardcopy) $ tgit� ✓' !! .' "�' �\ Y- y ,�-.° ,rl ❑Return Receipt(electronic) $ m�•! f 1! P S!(lark r' ❑Certified Mail Restricted Delivery $ ❑Adult Signature Required $ -`< , t� ru tl) ❑Adult Signature Restricted Delivery$ `•�' ° a � Postage ".1 IF R, TotsI Postage and Feesf 1� rr Sent To ZI'Pi+4 „ - "� StreetandAP. o P6B--o. ----�� ------------------ ----- -- ------------------------------ PostalPS 530-02w0;'0-9047 See Reverse for linstructiomw ' CERTIFIED MAIL@ RECEIPT a Cr Domestic Ica x• T. f Certified Mail Fee o Extra Services&Fees check box,add fee as El Return Receipt(hardcopy) $ r , ❑Return Receipt(electronic) $ Poptfnark 1� ❑Certified Mall Restricted Delivery $�-��—i i!! Here'`»•- ❑Adult Signature Required $ rh Tru ❑Adult Signature Restricted Delivery$ � Postage �;, l I( ' � T AStga and Fees O $ Sent To -bid ------- I -00 Street an o.;or Bol No. - = $� Q" City S ZlP+4..----- ------------------------ \L 'PS Fo :11 1 I 111•1 Postai fT1 CERTIFIED MAIV ■ ■ •, Only Ir , I ! t pCertified Mail Fee �•, r{1 fl� 3! Extra Services&Fees(check box,add fee pate `-` C3 ❑Return Receipt(hardcopy) $ q ''°' ) s9`�•s�r •y� C:3 El Return Receipt(electronic) $ ! i li!d C �t ' __ ---_ �. Postmafkp ❑Certified Mail Restricted Deliveryin-ori ,4� _ N ❑Adult Signature Required IS Here , Lr) ❑Adult Signature Restricted Delivery Postage �.. J f FEL_ T IQ "geand Fees v $ Sent To Ir Xis- = --------------------- � Street a .No., d Box No. -- Er Stale,`�%p;1;40—_ - -- -------- --------------------- 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: PABLO LEON SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the existing dwelling with a 40.2'x24.5' basement level; existing 1,163.03sq.ft. first floor; a proposed 822.94sq.ft. (36.2'x24.5' L shape) second story addition; a proposed 11'11"x5' (59.756sq.ft.) open terrace attached to the front of the dwelling; a proposed 24.5'x8' (±195.20sq.ft., with 4' of terrace to be cantilevered) open terrace attached to the rear of the dwelling; total gross area to be 2,966.85sq.ft.; and to install an I/A OWTS system on the landward side of the dwelling. Located: 1400 Salt Marsh Lane, Peconic. SCTM# 1000-68-3-2 TIME & DATE OF PUBLIC HEARING: Wednesday, February 14, 2024 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of 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 sipuficarit beneficial and adverse effects-upon the coastal area(which includes all of'Southold Town). 3. If any question in Section C on this form is answered "yes or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail,. listing both supporting and non-. supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 68 -3 -2 PROJECT NAME Pablo Leon The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land Iransaction) ❑ (b) Financial.assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑✓ Nature and extent of action: Construct a second floor bedroom/bathroom as per drawing, convert bedroom on first floor for office space. No change on number of bedrooms use or occupancy. Location of action: 1400 Salt Marsh Ln, Peconic Site acreage: 0.434 Present land use, Residential,single family Dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Pablo Loan (b) Mailing address: 1095 Verbena Ave Merrick,NY 11566 (c) Telephone number: 516 319-4705 _ Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ NOW] If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST.POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No 17 Not Applicable Attach additional sheets if necessary Policy 2. Protect,and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach adaitional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable 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 ONot Applicable 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 HI—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑No 0 Not Applicable 1 l Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold: See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Not Applicable ❑ Yes 1-1 No Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No❑✓ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III.—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No W1 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No 7 Not Applicable PREPARED BY Pablo Leon TITLE Owner DATE 7/23/2023