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HomeMy WebLinkAboutTR-10224A Glenn Goldsmith, President q�b SQ Town Hall Annex ®'e� 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski 1 Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 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 1St day of construction '/2 constructed When project complete, call for compliance inspection; Glenn Goldsmith, President ®�®+� so�� Town Hall Annex A. Nicholas Krupski, Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly CIO G Telephone(631) 765-1892 Elizabeth Peeples ® y® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10224A Date of Receipt of Application: September 9, 2022 Applicant: Yasmine Legendre & Corey Worcester SCTM#: 1000-112-1-13 Project Location: 4355 Aldrich Lane Ext., Mattituck Date of Resolution/Issuance: October 19, 2022 Date of Expiration: October 19, 2024 Reviewed by: Glenn Goldsmith, President Project Description: Remove a brick patio at grade; construct new north deck (261 sq.ft) with new back sliding door; construction of a west porch (34.5sq.ft.); construction of an east porch (66sq.ft.) with new wider residence door; construction of a sidewalk (253sq.ft.) to connect north deck and east porch. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Mark Schwartz &Associates, dated August 22, 2022, and stamped approved on October 19, 2022. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. GI' nn G to d&h, sident Board of Trustees LONG ISLAND SOUND N i APPARENT HIGH WATER LINE 05/20/2021 N 70.23'00' E 200.01' - - - - " (TIE LI E) SAND.- - _. JI BOTTOM OF BLUFF -� -20 ..:AVERGR W�N' �- _' -50- \ -90' 2_ w --� _ W Z - - PCO DECK _\70 ? 5. E-- -� � --�- -�--� -` � X ptl��R 3 8p--- _ �� I DECK 16/16 X sLUFF - -1 p�2 109s�OP O6.1 F \� �- M F0�LIND T �- �" UNC O c ONp.43`j5 2.9'WUfAE T� .9' 6 FE rLt `� ! FEEL CO �•� �� -- fQU / f� -'�''F rt - 6 fi r GARDEN TR* / TR 7-8 0 3 0=�E- - '0- ti N TED -6TD 18 g3 +9 t + RED ;n, 10 /._jr%1, / RED1149RE�.1'✓3�� /, � EC6- TRE (i n --_` C•-4 TRED76- 8UNC70 --0941 w A/C Q ai O 13 1�*TR ED v UNITS 0 R X 2•/ ZA� ER 10d H ZARD LINE AS --90 w_+ITR t�' FEN ;� - ¢¢SS �+TRED6 �` Z xv 89 Z P CE 'w3 GENERATOR / / RE DEPT D OQDYCOASTAL EROSIQN HAZARD �` \ •0 R 87.2 MONUMENT / AREA''ffAAAAPP TOWN OF,$c)NTHOLD �w w �` / �+' N / TREC78 FOUND //OpOUNE�� PHO1lYt�f�OO..,,,�5(�90-523=S3g1HEET 1 OF 49 / - /O �/ C B8.23 6 2�5��Q�p o UNLIT 91 7 �TRECF�C7 � 1l / E 087.81 �' "o G UNDER / g y \ S RIM TC 87.8 Tyr^" 87. 12 2 �+ GROUND 62 S BC 87.6 88_ N GF.EL. 0 .2 l OR'( N \ RIM TC 8 .21 FF.EL 87.65 4$• FUEL TANK 5• 87.71 BC 88.01 ONRY 2�+/`F TR�9 1/61 ���1 RC1 I 2 ``G FE 87.81 .51 / is "I �8D1+-�B �• ID 41515 ✓ 0.a'w \ FOUNTAIN I�T +87.7 * 8714 iO O, 3 / OH OH TRED20 TREC16 N N 128 a ) J 87.2 88.6 +88.9�� +TRED16 G r, 268 N 86.1 TC 87.1999 7 +TRE TREDt TRE 87 3 p �,3 i' +TREC8/8/8/20 +87.3 TREC18 •0 'rn T• 8 BC 87.0 0 40• ice, 7.2 + \ O RIM TC 87.01 87.1 `� SSo5f 4N TREC18 EC30 S 86.63 BC 86.81 GRAVEL ✓opp '\ V+TR� \ `� 2 ., t 21.6 DRIVEWAY T+8-TR6.1 E612\� �TJ2EC18 `-' `8B ci GM`�`� +TR D30 TC 86.65 -86' --_ \ BC 86.40 Y85.7 85.3 \ 0 G 84.9 \ �_ I-TRD74 •TRED78"r 84.9 �.,, 84 7 87.2 +85.8 T �RED14 86.1 -� �- t- TRED30 \ / TREC1 /14/18 84.7 +85.2\ 8+TREC8/8 /20 v 85 5 '�� 84.2 4.8 -I- TC 85.26 /54.0 TRED8 I 784 3 TREC7 �'�TR8 30 (5 GRAVEL 4 +TR C24 TREC12 BC 85.06 --�/ TR 18 V,�, T7 Dt6 \ DRNEWAY 83. D\ +8a 2 84.9 + D30 -B6' \ +TREC8 BC 85.54 /85.5 TC 85.74 B 8.03 z J+TRED18 ` +84.2 TRECB TRECi 85 W w +83 6 M ENT �q8�8 .5 ` +TR 10/14/18 84.0 \ +•85.5 2 84.1 12'0 w N TRED70 FOU ' TREC2+85 �� T ED7 u! +84.4 TRED24 8 3 - i++���[[[CCC TRECB SNE U N +8T�16 d \a TRE 8 +85.5 z� 84.1 12 5 4� 84.3 Ori 8 In TRED2 ' TRECB SNf9 \ +TREC 4 7 7- +82 +82.7 2-7-9 T C14 0/-i � 6 0 O O f-+7012 Q �8a o 84.2 FF O DETAIL �\ 82.4 +83.8 TRED13 TRD260 O r" I 81.6 TREC17 LIE 1 30 TREC20J +T -- � 'd• 1. RIM r -MONUMENT 00 TRD20 81.60 FOUND O = �\ ® +TRED281 +83.9 Epf-5 POOL 21 EQUIP. J NOTES: / \ CONE. OI +TR D9 ' _ 8 / ( I �2 2 21 E E-- 1. AREA LOT 13 = 178,082 SQ.FT. 8 -qg-g 0 0 T D24 / TRD48 �ED18 1 w +�2f TRED8. 8_p�s�RIM AREA LOT 12.2 = 44,800 SQ.FT. OI V- \+ V/ 179.78 \ +� TOTAL AREA = 222,882 SQ.FT. OR 5.117 ACRES • / f � O N O 83.02, N N // / I \ TIR 46 2. PROPERTY KNOWN AS 4355 ALDRICH LANE EXTENSION, MATTITUCK. Z \+79. / / / +WT D17 / TAX N Z TR 012/ �/Q( 82 T81 D1`4 T Dia b 3. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED LOT (1+80.2 I LOT BD.o N OR CONSIDERED AS PART OF THIS SURVEY. y2.2 \ TRED 4 13 / TR D28 '\ \ � / 7 4. EASEMENT, IF ANY, NOT SHOWN. 81.8 +TRED 2 'nEC\ \ \ 'TR D31 ± D3.1� / \ / J //,I 5. ELEVATIONS REFER TO NAVD 1988. 77 s 6. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE AND IS NOT \ 7-hTR1EC12 +TR 7 , \ +TRED7 / INTENDED FOR ANY OTHER USE.TRIED \ -� -78- �-+T � _�R C20 I-,- TRE \� �- �- , � � CERTIFIED TO: / _ 75. 1 77.2 \ �4J(�� +76TT� 76 +�G24 �2.7 YASMINE LEGENDER TAti b4 1+7rnsE8D2 / \ +,6ED6\ / TR � COREY WORCESTER ttt��j����bb Z 4M17 .1 \ 74.4 74--- 72.7 ( ABSTRACTS, INCORPORATED +T EC74\ \ �TRe)2D' �RE FIRST AMERICAN TITLE INSURANCE COMPANY 76116 \ \� / / CITIZEN BANK, its successors and/or assigns + 772 (�TRE D 2 7 .4 c TR 12 ++ + RED18 77.2 + 2 \ +gra o10/1 0 / 7D6 TITLE N0. 563-S-15245 ,TRED12 E020 \ \ 72 7/ �+TW2/12/ \ \ r 72.21-TRED2 / \ \ TR 76.7 + 5.a RIM (0 \ 0� The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not o TRED 6 ED18 70. 6 +}g 6 _� /1 aall / intended to guide in the erection offences,walls,pools,patios,additions to buildings and any other construction. 1 �\ \ TRED8 +70.3/ 9 TRE 8 77.2 76. / •-•�RED9 ss.t // �29UND u Subsurface and environmental conditions were not examined or considered as a part of this survey. TRED TIR /'{'TRD2077.4 // Easements,Ri hts-of-Wa of record,if an are not shown,unless otherwise noted. T 12 8 \� TREg Y Y. g� �.� � 63.8 + / \ / TRED14 Property corner monuments were not placed as a part of this survey,unless otherwise noted. +rR 6RffC1/1 \\ r / / 64.2 3,g 7 +Ta' ETRED12 Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land W /+ZTr pt ;AEC \ \ ' / / Y g k Y P P B � � .J � Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for W � / / / \ 4'PYC PIPES_ TAD o whom the survey is prepared,to the title company,to the governmental agency,and to the lending institution listed on this �m!AI�NAC�E 62.7 survey. J 3 A!��EE4 TRED20 O ' / + / \ Jf,J�� TRED26�fRED36 TRD1-TRED6 Said certifications indicated hereon are not transferable. _ r +750 TRED12 I-fT n / / /+T�cu i 4� /+$$$22 �--� /( 1 \ 920 Z j TREO2 / / /+66.8 ,` �_ 63.8 TREC7 JQ 3 .1a TRED2 5 2 +'TRED24 62.5 W DED REC12 TREC6 NW m= /�0 / 1 tt// O / / / / TR 66.3 TRECty_ REC3�6+,B6R.3 6� 2. 1.8 W 72.6 71.1 / 1 +TR C12 +tTV 6 +TRg lrl[4CREC12 ED20 TREC 0 67.5 TREC 5 1 E Ecu ETR C14 07/28/2021 TOPOGRAPHIC INFORMATION AND TREES ADDED ' W TRED8 T Ct� +.67'3 5 65.4 6510 Lf�p/+4.3 61.4 J O c / REC12TVt 41C 123 +'TR REIT /TRECt 63ECB TREC? _ �,6., 1( qL�J Vt 5�tT-4 Qx �'.�%(I 61.3 06/14/2021 REVISED AWOINER W J I 72 +E7"" 1 1REC78 +TREC+164.8 _ /-�l+TRE14 +62.5 TREC7 pate Revision W. TRED8 TRHC12 /L 64.0 62 9 TRE 10 W J 1 1 TR C63 TREC7 / T-TRECi6+TRECi76�Mll 0o ED7' 6 .51637 2TREC10 Tax Ma : DISTRICT 1000 SECTION 112 BLOCK 1 LOT 12.2& 13 W71 3 TREC14 64. �j'�"$I+TREC72,5 + 72 61.0 .0'.9 TRED70 \`D TREC2�/. TA2EC76 TREC12 TREC12 71.6 / TRED7 ` I \\ /�Q43 \ 61.1 3.0 / `+617 TREC14 ' Z O +D73Z NO TR 601.5 680�TRE \ /5.9 //TREC7 5.0 6R b 1 3EC16 6 7 4.3 TRIED T60.9 REC7 : PINNACLE o Z TREC6 1 1 TR 6 24 T I TRE\>}66 9 /6TRECT8 4'2 TCB TRE 4 TR 1 68. TREC 6 64.6 RECi 637 61, / 62.9 LAND SURVEYORS LLP TR 14 .�6 •3 TREC 16 +TREC1 TREC *TREC 6 \ 2 69.1 EC12 +70.5+ EC8 T EC 15 68., 6 8.0 / + 5.2 l 63 9 t +TR C16�'TREC 12\ \ \ TRE TRECB 67.8 TREC12 TRECt ,��TREC24 +TREC18 I MONUME -- TREC 4 es +TREC12 761.4 z - -' 4I 55 VETERANS HIGHWAY, SUITE I 1 631 .648.9273 I _ FOVDlPo.1 s7TTRECV+T 0�7ftY TR61.8 EC8 I-62.0 / - RONKONKOMA, NEW YORK 1 1779 WWW.PLSLI.COM - - - - - PAV ROA - G 2021 PINNACLE LAND SURVEYORS UP 50.00' - - - �5�RLCaM�L QE JIAy - _ -f O ROAD -L - - - Oljl OH OH OH OH OH OH OH OH OH OH OH _ OH BOUNDARY SURVEY MONUMENT MONUMENT - - - FOUND FOUND MONLMENT FOND a 50.00'S 70.08'00" W S 70.08'00" W 200.00' 0.3Nt09'W 4355 ALDRICH LANE EXTENSION � 0 SITUATE 4-- TAX LOT 9.1 TOWN OF SOUTHOLD M ATT I T U C K LO DEVELOPMENT RIGHTS N D ECEIVE-0TOWN OF SOUTHOLD SUFFOLK COUNTY, NY Date Unauthorized alteration or addition to this survey is a violation r MAY 20, 2021 of Section 7209,sub-division 2,New York State Education Law. SEP NORTH Scale 9 2022 Scale ROAD 1t' = 50' SDUitWW TOM go�r��Trustees Sheet No. ; 1 of 1 ✓ Project No. Copies of this survey map not bearing the land surveyor's vlEw 210149 embossed seal and signature shall not be considered to be a true and valid copy REVISIONS: SCTM # 1000-112-1-12.2 & 13 (ZONE R-80) 8J0 L Q DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: s, S'C 222,882.0 SQ.FT.J9, 0 " Io�,39L Q 1� PROPERTY: [ 2:44,800 ] 5.1 ac. SQ , [LOT 13 82 SF] � , /V S PROPERTY WETLANDS: 55,944 SQ.FT. 1.3 ac__ LAs�3pp 41 SO BUILDABLE PROPERTY: 166,938.0 SQ. FT. 3.8 ac tj-07P I ° D z \'- - p 2 ► ESTIMATED AREA OF o O �l++sL_ s p p f/ APo^ytMNk„y, GROUND DISTURBANCE: 5000 SQ.FT. Q\ _,+ ` , o / -____ 200 p jRtNto„s�os, -70 ry - 0 EXISTING HOUSE: 3512.7 SQ.FT. 2.10 _ EXISTING COVERED PORCH: 42.0 SQ.FT. 0.02% \- - '�+ - \ _ •� ___coo- -- \ EXISTING SHED: 120.1 SQ.FT. 0.07% Qj _ 7y 131.8 SQ. FT. 0.07/o EX.2ND.FL.BALCONIES ° - - \\ '-- - - -- _-` a` \ PROPOSED WALKWAY: 253.4 SQ.FT. 0.15% 1- g, `N`J PROPOSED NORTH DECK: 261.0 SQ.FT. 0.16% 6 CU.YD. 2 CU.YD. PROPOSED WEST PORCH: 34.5 SQ.FT. 0.02% 3 CU.YD. 1 CU.YD. PROPOSED EAST PORCH: 66.0 5 FT. 0.03% _/ / �• ., ...: - _ J' `,`. _ \ - `\ -- `.\ `\ Q• 3 CU.YD. 1 CU.YD. O ,�/ ,-.�'-_- -�`:..`-- `\ - v:%.,'...• '.: �_ ---' /� � _\\ \�\ ` TOTAL: 4421.55Q•FT. 2.62% 12 CU.YD. 4 CU.YD. �j /;' -_1' _�-- -- _-- - _ 'a \\ \` - n METES&BOUNDS BY: PINNACLE LAND SURVEYORS LLP SURVEY DATE: MAY 20,2021COAW lo— EATIO 1. ION HAZARD LINE AS DEEPICTED ONAL OCOASTAL EROSION HAZARD ' / _—_—_+_—'___-re ia_Ne_ - - —� AREA MAP TOWN OF SOUTHOLD //—— _—_ 6'__ % — ♦ •\ If PHOTO No.59-529-83 SHEET 1 OF 49bi '/ / - _-/- - -___- \ •\ 1 r _ r+'__--\ / rRu Eo NOUft / _ - I ,-`-�l_- 1 ` •- _'`♦ \/ AAcp” - ' /---- -- ! E: -`� 1 !' COASDEPICTAL RROSIONON HL ZARDEROSINE AS N HAZARD ' ` - -/ AREA MAP TOWN OF SOUTHOLD WR<H RED \ ImNc ',\ - / 1 qs°j ' o I "� AocArioNl 'I -- PHOTO No.59-519-83 SHEET 1 OF 49 1 —_/\\\ `\ •- \\ `\ V }NE,FL ry FPAMED HOIIif ` \ \ `\ ,...•. ....y `\ e - _ - \\ 1 AT O ♦\ \ / `\ `\- 1 fx. m I \\ \ ,. \ EvRocseo xNo fE \ / \ ♦ \ 1 1 bbb 4A0.ALE / \!\ ' / ` \ _ _\� a �\ , `♦ \ \ --_- \ ` A\ ' 1\ '1 ` \♦♦ \ xas I 1 , `\ \�- /' \fir\ -�/ / `� `\ / / / 1 \ !�""�"/'1, i{FI7-,+� F,�•I \ 1 SO DS U ---- CU cj V. �p rA CIO 00 vv (�� _ / //, ; // i ; ;\ ,, ,/ //, /'�, n 1, 11 ; ,/, , ,\I 1 _ ,, ,, APPROVED BY BOARD OF i tRUSTEES H -' o ---- pd,; d.,' ; ; TOWN OF SOUThOLD \•f \nom -:�`•��----\•' ,' ,' ; v) Az ,/ I 1 1 , 1 , O �- /'� , I ' hRU 1 1 ' 1 _ `` \ a\ , 'rt /1 / ' ; I f/�!// i II ; DATE W!�a n ,,^^ 7pOATRANCr/ �• I 1 1 �' -' p X Sp.01 ppp f °Hr —a \ \ \ f +, \ -y.' +�•. / ( �p O e- 1 \• -- AN s, 0 p8, f��-_ ;�. \+ 1 Sp p! pp ► f�oF IA OR 8?0 0 +` \ S ``\A\ \ 1 Op \ 7Qo �, 1 f S 7p0 08' p p Op "�c ` " Q x ZiJ ,s ' y! SCALE: 1 - 5 0 0 E C E 1 V E PLAN- DRAWN: MH/MS tt — tit II — t- It 1 ..SCALE. 1 - 50 -0 DSALE: JOB#: SEP 8/22/2022 S E` — 9 2022 SHEET NUMBER: Southold Town Board of Tn/stees .. REVISIONS: 8j0 L p tvG S� Os,, S L F � SO \ �o 231 200 00APPARENT ATpR CINEO5120i2027 07 \ A _ M \ \ \ \ \ o \ \ / / \ / •:•` — — / \ of O \ / / — — _ — — •••' SILT FENCING wu / / / ` \ - _/— � — — — '– • _ — \ WALKWAY � \ \ •\ 1 \ � �. _ � W / I v PROPOSED DECK CONRETE 62.2' 4.0' \ll!(HOUT COASTAL ERROSION HAZARD LINE AS F=1 — — — _ / DEPICTED ON COASTAL EROSION HAZARD x U / \ AREA MAP TOWN OF SOUTHOLD / / I nc0 16 o ILOCATIONI W I ` ' PHOTO No.59-529-83 SHEET I OF 49 W ? EX.2 STY. U 6' \ / W( FRAMED HOUSE 5.0' J \ \ I " \ "I ACG O Ln \ \ \ I AC❑ I M EXIST.COVERED PORCH PROPOSED ry 2ND EO FL.BALCNY — PORCH / I 1.3' 6.7' 40.7' \ \ 1 \ AC / 2 STYE EX. . N N GARAGE O OAC rl r-+ r--4 a to o ?7.6, +u GRAVEL DRIVEWAY w u GGG cz LI) Do wPR0P0SEwLm*)4h' PARTIAL SITE PLAN CA \ \ \ \ \ \ 00 n \ \ I "' SCALE: 1 " = 30'-0" \ co E-mmll SU ER O I DS 1 / 5 \ . ♦ \ — — - / / r.�T�„Q�, {�• ., , E C E I V E DRAWN: MH/Ms SCALE: JOB#: SEP — 9 2022 8/22/2022 SHEET NUMBER: Southold Tbw,n Board of Trustees S-2 REVISIONS: I it 1 11 LILA 11 1 1 IY�l - - O F--�1 M--�i �n F-i O F-�--i F-I NEW OH DOOR i `� (SEE PLAN) NEW OH DOOR (SEE PLAN) O W PROPOSED SOUTH ELEVATION w SCALE: 1/4" = V-0" z Z Z U U U Q H Q � 0 M O c-1 m °v o� v T2 u N � � CC � W W U O uu ul N C E IV E x S E P — 9 2022 Southn!d Town ' Board of Trustees Lim ., :: ,Ys � `b►i MM �b� � �'•� �"� �� DRAWN: MH/MS SCALE: EXISTING SOUTH ELEVATION �'' `' '� JOB#: - SCALE. 1/4 — 1 -0 ,r► P,I� , , � r �^�k 8/22/2022 SHEET NUMBER: .01r. I� REVISIONS: i 1 Z � O H Ym - I I III TIFIIT - W I I 111 11 111111111 - - 111111 Hill - - Hill III 1 11 Hill 11111111 Hill 11 Hill " HillO 1111111111 HIM a 11 1111111111 IH__L 11 PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" W V1 0 OW W � W W� W d Z a W u H Q H d � Ov' M O e-I m N 0 o o m � C V Or+ ° `�° v v 00 4 �A �n U N (u E v Li o P-4 E-mq c w r 'i ,tv d O d N V EXCAVATE(MIN 6"FROM TOP OF FOUDATION) EXISTING EAST ELEVA SCALE: 1/4" = V-0" d k DRAWN: MH/MS �'s' :x f•' � '��' SCALE: JOB#: \ 8/22/2022 @; SHEET NUMBER: — 9 2G22 SEP � _ A-2 Southold Town Board of Trustees REVISIONS: [ — 0 t=j, 1IF-7111 " F--f Lil —l. wll AT --I I - - 1-1 -� 1 --1-- -1-1 -1 t- 1- - - -- - 1- --1 -t -1 I -1 l-t1 I - F T- - - 11, - O Q Q PROPOSED NORTH ELEVATION p SCALE: 1/4" = V-0" Z w � W � z a W � � � Q H O � M d' O c-a M N wrt 0 011 .5 v O M ti 7� +j p, v v d V V m Lnv ti d+ vim^" Cn u u v N � w3 W u O d nil � - N GE x �i SEP - � 2022 So��hnld Town 1301rd of Trustees EXCAVATE(MIN 6"FROM TOP OF FOUDATION) �7 n — RT—W/6V4 �C►� J"s i `��' DRAWN: MH/MS SCALE: JOB#: 8/22/2022 SHEET NUMBER: i A- 3 REVISIONS: ALI IL 444O F--� — Ti ' ` H ' , Oi ' I I I A I I I I I I I I I I I I I I I I I I I IF—� I 14TY1 I I I I I I I I I I IJYTY-r� I I I I I I I I I I I I I i I I I I L I I I I I I I I I I PROPOSED WEST ELEVATION SCALE: 1/4" = F-0" O r� w O W � W W w u H Q H d M 'Cf O e-I Nv G m � O X ° m +� r 0"V w � cu i ° 40 m Q. Lr) U 011 Ul 00 a N 0 W LE-11 W u O N � _ 11E [[) U S E P - 9 2022 Soutnold Town EXCAVATE(MIN 6"FROM TOP OF FOUDATION) Ooard of Trustees EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" r,� Q'^ '/ DRAWN: MH/MS + SCALE: s `'✓ . r `` «� " �i6 JOB#: 8/22/2022 SHEET NUMBER: .0 Ir a�Cb A-4 REVISIONS: 1 SUMP AND i i E SUMP PIT ............ ...... b I �I F' I 2I EXISTING BASEMENT FI LACE 7-0'BLOCK WALL(TYP),CONC SLAB EX.BEDROOM FOUNDATION c, >< WET BA0. /� ....• mI I Q ....... ....... w I I EX.(B)2%B GIRDER "-----, EX(B)iX8 GIRDER : : EX.(3)2%8 GIRDER x� EX.DINING WATER HEATER •I I BLT EX,LIVING ROOM EX.CRAWL SPACE FU Im' O I 5-0 EX.CRAWL SPACE IN 1 RNACE g E%W12%27STEEL—GI0.DEA I E%.W12%405TEEl GIRDER —.—.—. . EXIST. �, — — — — — — — — OTANK I Iry SERVICE ,,1T,H �I WATER TREATMENT ( ,... EN EX,BATHI 1 O O O AI0. LER I IV _ ....._ 5',0"1 WALL• Y-0'h WALL O -OU o I I TANK �I �I EX.CRAWL SPACE EX.ENTRY wI I EX.BEDROOM I EX.12)2X10 11.0. OEX.PORCH D EX,LNDRY EX FI®16"OC EX.PANTRY O HALL AL ,HA EX,CRAWL SPACE rT1 EX.(2)2X10 HD0. • I I I 1 EXIST. 1 MUDROOM 1 O 1 1 1 _---------- -B"CONC.WAIL I� ® O E C EX,BATH L,I HALFF . AL ATH EX W12X40 STEEL GIRDER 11 •—•--- •—•—•---•—•-----•—•—•—•—•— ---.—.— —O EX.GARAGE EX.GARAGE ............... ......................... EX.STORAGE EX.STORAGE - W z � o z EX.(2)11-7/8 ML HDR EX.(2)11.7/3 ML HDR O rTl BUILT IN SEAT W O EXISTING FOUNDATION PLAN w Z EXISTING 1ST. FLOOR PLAN SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" U 0 w EX.MASTER BATH EX.3X10 Cl AI6"« Z O v I EX.MASTER BEDROOM M O UNFINISHED ATTIC F%.2%10 Cl elR'OC EX.WALK-IN CLOSET v m cn ai v O En O rrl It >; cap � -� z Ll)00 v Ln U r °' N EXING ISTv B LIBRARY/OFFICE .o W o K S _ FX 7X10[1 rm16'OC H E L V M E S N "OPEN rO TO V J BELOW N N 94 Nm x EX.BEDROOM s-laxnan POWER AM EX.LIVING ROOM ® EX.KITCHEN • .� EX.WALK-IN .p!" t � � 4v CLOSBATH ¢ DRAWN: MH/MS SCALE: `J .� � �; „�f'' JOB#: 8/22/2022 OF p 0 E I ��` E y SHEET NUMBER: EXISTING 2ND. FLOOR PLAN SCALE: 1/8" = 1'-0" SEP — 9 '2022 `_` A-5 L8"Itn'limll I _— Board of Trustees 431-611 REVISIONS: 81-611 81-611 81-611 81-611 O p1-61, -6 L O -- --+ v •-- --+ O •-- --+ -- - 1t 1 1 _ 1_ I (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , 12"dia.CONC.PIER i ,CUT OT WALL FOR COLUMN ABOVE OVER 2'X2'Xl'FTG ; INSTALL NEW 24"X12"POURED CONCRETE O - p� MIN.3'BELOW GRADE v 1 'NJ ' WALL,WITH#5 REBAR,HORIZONTAL TO ' LEDGER BOARD TO BE FASTENDED ON UNDISTURBED SOIL ¢ ' TIE INTO EXISTING BLOCK FOUNDATION "X12"POURED CONCRETE °' 1 TO BI�ILDING WITH TIMBERLOK® CUT OT WALL FOR COLUMN ABOVE INSTALL NEW 24 x � � @12"OC.DAMPPROOF EXTERIOR AS REQ. SELF-COUNTERSINKING SCREWS WALL,WITH#5 REBAR,HORIZONTAL TO TIE INTO EXISTING BLOCK ^' I WALL PORTION TO BE INSTALLED ON BY O�YMPIC MANUFACTURING FOUNDATION @12' D.MPPROOF EXTERIOR AS REQ.WALL PORTION TO BE 42"X42"X12"CONCRETE FOOTING 2 SCREWS @ 32"O.C.) INSTALLED ON 42"X42"X12"CONCRETE FOOTING ON UNDISTURBED SOIL ;� ON UNDISTURBED SOIL 1 1 1 1 1 I I I J 1 � I 1 1 I 1 t JSUMPAND �- --------i SUMP PIT Lu I o Q o 0 1 1 o Q o 0 1 1 I 1 I _ _______I_ Q QFI,E�OIL ELTANK FUOIL TAIJ \ ® I 1 �--1111-I � • Ln 1 EXISTING BASEMENT 4n SOLID CORE DOOR w/ T-0"BLOCK WALL P. ,CONC.SLAB WEATHERSTRIPPING IIII I AND DOOR SWEEP �_ IIII 1 3'-0" FIREPLACEREMOVE EXISTING DROPPED u 1111 1 FOUNDATION (3)2X8 GIRDER AND INSTALL ¢ (3)2X10 FLUSH GIRDER - 00 x II11 I 1In1 OVERLAP EXISTING AS REQ. `„ IIII I 1 � IIII 1 L- 1 1111 I O I I 1 I �1 \ 1 1111 1 2X8 ACO,--IMI-1- _ @16"OCI Inl 1 ; 1.0 WATER HEATER FRAME STAIRWELL I un 1 1 2X6 STUD WALL EX. CRAWL SPACE 111 I O 1111 I a 1111 I EX. CRAWL SPACE EXISTING STEEL W IIII ' FURNACE COLUMNS UNDER 1 IIII 1 ABOVE(VIF) c7 ' a1111 1 L U 1111 1 1 ¢ nn I h 00 1111 1 r_, • - - - - N W o TANK _WELL SERVICE x iiii i E—{ WATER TREATMENT - illl I l n1I I F—i 1111 1 ® ® AIR LER 2X4 WAL UNDER STAIR -------;- I ' H - - - - - - - - 4/—ZL— - - - - 12"dia.CONC.PIER J 5'-0"h WALL 5'-0"h WALL 41-0I' OVER 2'X2'Xl'FTG MIN.T BELOW GRADE Cy TANK ON UNDISTURBED SOIL Lu O F--i F•--1 EX. CRAWL SPACE Q Q EXISTING PORCH z ----------------------------------------- w � w � zzw H a � W u H u Q H a EX. CRAWL SPACE Q M 12"dia.CONC.PIER PROPOSED FOUNDATION PLAN MIN.3'BELovY BEL W FTG OW GRADE N SCALE: 1/411 = V-OII ON UNDISTURBED SOIL i-----= X m y all• 1 co rn r� o 1 , 1 -,-Irl--' ^ u 0 1 I IU) cuE 111 (� Q1 y 111V o 00 � � III 2X8 ACQ DJ„ v @16"OC m .2 1 I .2 III co �Lr 1 Illx r ' I llln' U) v m ++ 1 Illry It \'o - 1 III" MC E 41 o w � 111 , 4'-6" w d u O d N N EX. GARAGE -A ti DRAWN: MH/MS SCALE: JOB#: +..,.+„__.... •- 8/22/2022 EC E 11 E SHEET NUMBER: n r Y Fri i SEP - lt�l 5 202-2 A-6 - Soul,dd iown Board of Trustees REVISIONS: ----------------------------------------------------------------------------- NOTE 43'-611 GENERAL CONTRACTOR TO REVIEW AND INSTALL FOLDING DOOR PER INSTRUCTIONS BY MANUFACTURE.CONTACT MANUFACTURE FOR ALL INSTALLATION RELATED QUESTIONS[1-800-888-70201. ISLAND PROPOSED DECK PATIO ON GRADE COMPLETE ALL WORK AT 2ND FLOOR AND ROOF PRIOR TO INSTALLING DOOR UNIT TO REDUCE DEFLECTIONS AND IMPROVE PERFORMANCE. 1�01 GC TO CONSULT WITH INSTALLATION PROFESSIONAL FOR INSTALLATION R311.7.1 WIDTH R311.7.8 HANDRAILS ol EQ EQ 11 CONCERNS OR QUESTIONS. STAIRWAYS SHALL BE NOT LESS THAN 361NCHES IN CLEAR WIDTH ATALL POINTS ABOVETHE VERIFY WITH OWNERS GLASS OPTIONS(BID SMART SUN,WITH HIGH PERMITTED HANDRAIL HEIGHTAND BELOW THE REQUIRED HEADROOM HEIGHT.THE CLEAR WIDTH HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS WITH 102 PERFORMANCE SILL.VERIFY ALL OPTIONS PRIOR TO ORDERING) OF STAIRWAYS ATAND BELOW THE HANDRAIL HEIGHT,INCLUDINGTREADS AND LANDINGS,SHALL FOUR OR MORE RISERS. EXISTING EXISTING O O Q ""' VERIFY HEIGHTS AND ADJUST AS NECESSARY PRIOR TO ORDERING WITH BE NOT LESS THAN 31'/2 INCHES WHERE HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES R311.7.8.1 HEIGHT HEADER,PLATES, ETC. WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. '� C-9 4-1/2X4 1/2X1/4 1 11 ALLOW 3/4"ROUGH OPENING IN WIDTH AND HEIGHT PER MANUFACTURE (3p1 HDR 4-1/2X4-1/2X1/4 INSTALL NEW W24X229 STEEL HEADER TUBE1/2XI STEEL 4-� (ADIUSTR/OFORNECESSARYFLASHING). R311.7.2HEADROOM HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD TUBE STEEL NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL BE NOT LESS THAN 34 INCHES AND NOT TbP OF W DOWS TOM TCH D OR COLUMN ROUGH OPENING TO BE LEVEL AND SQUARE.GENERAL CONTRACTOR TO THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 81NCHE5 2032 MM MEASURED COLUMN D I TAKE INTO CONSIDERATION,PRIOR TO INSTALLATION AND BIDDING, ( ) MORE THAN 38 INCHES. w VERTICALLY FROMTHE SLOPED LINE ADJOINING THE TREAD NOSING OR FROMTHE FLOOR 1 LL- 1 3X3X1/4 BEAM SIZE,WEIGHT AND HANDLING AT 10B SITE. (HEADER TO BE NO SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R311.7.8.2 HANDRAIL PROJECTION Z TUBE STEEL 1 , MORE THAN 1/16"DEFECTION L/700(NO SUBSTITUTIONS) LuCOLUMN STEEL COLUMN BASEPLATE TO BE IN DIRECT CONTACT WITH CONCRETE R311.7.3 VERTICAL RISE HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES ON EITHER SIDE OF THE STAIRWAY. REMOVE FIREPLACE HEARTH — — u u -I FOUNDATION(SEE FOUNDATION PLAN FOR ADDITIONAL WORK. AND CUT BACK AS REQUIRE x/ O� - < m 1 p J - A FLIGHTOF STAIRS SHALL NOT HAVEA VERTICAL RISE LARGERTHAN 151 INCHES BETWEEN FLOOR R311.7.8.3 HANDRAIL CLEARANCE ^ ¢ `O Q 1 1 - LEVELS OR LANDINGS. X I HANDRAILS ADJACENTTO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES BETWEEN LL ^ u v �-y M R311.7.5.1 RISERS I J ^ Ce M I w O C THE WALLAND THE HANDRAILS. EX. BEDROOM No. 2 % O I ^I o o "' ' ' I`r 0.9611 THE RISER HEIGHTSHALL BE NOT MORE THAN 81/4 INCHES.THE RISER SHALL BE MEASURED 00 R311.7.8.4 CONTINUITY ALTERATIONS j o n '-' r' } p VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENTTREADS.THE GREATEST RISER HEIGHT NEW WOOD FLOORING ' " +I I I I I W' WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH.RISERS HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY x \ LL 00 Z p _ SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE i 1 0 I I I I O I n W w 0-' i AN ANGLE NOT MORE THAN 30 DEGREES(0.51 RAD)FROM THE VERTICAL.ATOPEN RISERS, FLIGHT.HANDRAIL ENDS SHALL BE RETURNED OR SHALLTERMINATE IN NEWEL POSTS OR SAFETY iX v 1 1 1 1 v 1 X 0 0 z 1 1 � _ OPENINGS LOCATED MORE THAN 30 INCHES,AS MEASURED VERTICALLY,TO THE FLOOR OR GRADE TERMINALS. II�EMOVEEXISTINCPI V VERIFY EXISTING OLUMNS. w w v , , �p BELOW SHALL NOT PERMIT THE PASSAGE OFA4INCH-DIAMETERSPHERE.CLOSE O F I Z Z } , , W24X229 LL, IR WALLS INST L O Q R311.7.8.5 GRIP SIZE OPENIN x �� �j 4 MINIMUM HSS 4 XI/4 L"Z , , EW 3'h RAILING w F" �4a' , , N (+/-57251bs.) R311.7.5.2 TREADS ' TUBE STEEL COLUMN �+ 1 L — — — — J I �— O O � � REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT h UNDER EXISTING IRDER x I- c , , THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES.THE TREAD DEPTH SHALL BE MEASURED o"' �. , , GRASPABILITY. BOX IN AS REQUIED X v w , , HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT p c d V I 1 I CONTINUE DOWN TO PROPOSED LIVING / DINING ^g a z TREADS ANDATA RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATESTTREAD DEPTH TYPE I.HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT '� O I 1 FOUNDATION I FORMER KITCHEN Uw �� i 1 WITHIN ANY FUGHTOFSTAIRSSHALL NOT EXCEED THE SMALLEST BYMORE THAN 3/8INCH. LESSTHAN 11/4 INCHES AND NOTGREATERTHAN 2 INCHES.IFTHE HANDRAIL IS NOTCIRCULAR,IT O ' I ¢ SHALL HAVE A PERIMETER OF NOT LESS THAN 41NCHES AND NOT GREATER THAN 61/4 INCHES AND ' 1 N , , 11 R311.7.5.3 NOSINGS ' _ _ _ EXISTING BEAM _ ' _ _ _ _ _ _ _ ' _ _ EXISTING BEAM Lu J , , 3.1 A CROSS SECTION OF NOT MORE THAN 21/41NCHES.EDGES SHALL HAVE A RADIUS OF NOT LESS 5'_01/2" 21-9" EX. 12X27 STEEL GIRD 1 EX.W12X40 STEEL GIRDER G Q NOSINGS ATTREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVEA RADIUS OF THAN 0.01 INCH. ��t"" I CURVATUREATTHE NOSING NOTGREATER THAN 9/16 INCH ORA BEVEL NOTGREATERTHAN 1/2 9 , a INCH A NOSING PROJECTION NOT LESS THAN 3/4 INCH AND NOT MORE THAN 11/41NCHES SHALL TYPE II.HANDRAILS WITH A PERIMETER GREATER THAN 61/41NCHE5 SHALL HAVE A GRASPABLE Z 6" I I I W 1 , BE PROVIDED ON STAIRWAYS.THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITHIN w EXISTING BATH RELOCATE BULDUPWALL I I o I I SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH WITHIN ASTAIRWAY. 3/41NCH MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND HAVE A DEPTH x DOORSED AND CREATE , , OF NOT LESSTHAN 5/16 INCH WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. W ALTERATIONS 1 1 r+ o PROPOSED KITCHEIiI I I ' 6„ REQUIRED NEW ARCHWAY 1 1 3X3X1/4 � � EXCEPTION:A NOSING PROJECTION ISNOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/81NCH TO A LEVEL IS NOT lFORMER LIVING ROOM�� I I I TUBE STEEL ' ' 11 INCHES. LESS THAN 13/41NCHES BELOWTHETALLEST PORTION OF THE PROFILE.THE WIDTH OF THE LL li a\o 1 COLUMN R311.7.6 LANDINGS FOR STAIRWAYS HAN DRAI L ABOVE THE RECESS SHALL BENOT LESS THAN 11/4 INCHES AND NOT MORE THAN 23/4 n ' - n - - - - - - - - � INCHES.EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH. ^� ' O I THERE SHALL BE A FLOOR OR LANDING ATTHE TOP AND BOTTOM OF EACH STAIRWAY.THE WIDTH E. ' 1 () x 1 _ PERPENDICULAR TO THE DIRECTION Of TRAVEL SHALL BE NOT LESS THAN THE WIDTH OF THE 1 " FLIGHT SERVED.FOR LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR,THE DEPTH ____ NEW FALSE BEAM o 1 1fj AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT OF A QUARTER CIRCLE -' O O WITH A RADIUS EQUALTOTHE REQUIRED LANDING WIDTH.WHERE THE STAIRWAY HASA 1 +I W 0 '00O 1 '3 ' STRAIGHT RUN,THE DEPTH IN THE DIRECTION OF TRAVELSHALL BE NOT LESS THAN 36 INCHES. wc = c c M ^ W X i EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED ATTHE TOP OF AN INTERIOR FLIGHT OF F-,—Tv = STAIRS,INCLUDING STAIRS IN AN ENCLOSED GARAGE,PROVIDED THATA DOOR DOES NOT SWING � � `\?' ,x1 OVER THE STAIRS. EX. ENTRYX I WET SPACE EX. BEDROOM No. 1 W' BAR ® MINI Q ' MINIMUM ALTERATIONS I .1 4"MAX. NEW WOOD FLOORING Z — r _ = CLOSE OFF , N ~ OPENING NEW PANTRY t1 11 HANDRAILS REPLACE EXISTING 3 -9 4-1 4'-101/2" 1 ' DOOR ' EX. (2)2X10 HDR 4" DIA. MAXIMUM ° II - - - -'- 101 100 lot PAINTED 19'-9'/z" 5'18'/2" EX. PORCH `11'/D SQUARE CN BALUSTER ❑ ALTER N V1 O LTER —nl Z BALUSTERS Z EXISTING EXISTING EXISTING EXISTING _ i cv/11% %0 OPEN BALUSTER ATTACHED TO WALLW OD-1 M 16" EXISTIN WINDOW W TO BE REMOVED W CLOSE OFF OPENING HANDRAIL CONNECTION W z Z ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH z O STAIR RAILING OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS x U SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN L� EX. HALF �n WINE STORAGE FINISH AND SNLE CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL w 'U" [�i w (REFRIGERAT D) TO BE CONFIRMED PROVIDE AN EQUIVALENT GRIPPING SURFACE � l BATH FORMER PAN RY WITH OWNER V Q ALTERATIONS p4 Q EXIST. _ - - - - - - 0 HALL M MIN.STAIR WIDTH:3'0" TREAD FINISH TO MATCH FLOORING MAX.RISE:8-1/4" (VERIFY w/OWNER) PROPOSED 1ST. FLOOR PLAN EX. (2)2X10 HDR MIN.TREAD:9" SCALE: 1/4" = 1'-0" i 9"TREADo It �� �' STAIRAND \ n 1 u n " cV 41 RAILING TO STRINGER '''� 1 � o 11 1 11 n " BE UPDATED 11 1 11 11 ,1 1 (Tl'P) L� 11 1` -lY 1 FINISHED x -------- u , CEILING PAINTED is o --- ------ o RISERS Q x o OPEN ---------- ' 1 TO � FIRE BLOCKING Z PROPOSED _ LO ABOVE --"-----'- i 1'OSING o v V 00 o a, o ---------- a� Q STAIR �✓ u STOOP x , x TREAD AND RISER FINISH o vl � Q" m 1 m TO BE CONFIRMED 1 1 ^ \ ---- ---- ^ co _+1 / WITH OWNER Lr) U 1 1 r 1^ t- --` - ----- v \ Un , 1 � / \ 00 a� ' 'x EXISTING EXISTING \ 1714 fi] EXISTING -- ------------ 6'-8"CONC.WALL VLRIF7TFqDE ' (MIN. (3) ----- ------------ I 4'-6" (~ 1 O u LIQ LL 1 J KAW/ m� Qao '�EX. BATH 0 x I W INSTALL HSS 4X4X1/4Em� m p m TUBE STEEL COLUMN [� GYM I z UNDER EXISTING GIRDER FORMER GARAGE v 7 3'-6"X3'-6"Xl'-0"CONCRETE (HEAT TO BE ADDED) '< Lu FOOTING REINFORCED IZ w/(4),#5 REBAR each way P4 11 BATH 1 1 I I I EXEX8d101Sk1D311-,I M GIRDER I I - - — - — - — - — - — - — - — - — - — - — - — - — - — -�— - — '— - - '— - — - — - — - — - — - rY+ 1 , 23'-13/4"± ---- 11'-4'/4"+ ------- --- ---- " ----------- ;--------°--------------; ---- 1 -- EX. STORAGE EX. STORAGE LL 1 1 I° +1, � ----------- NEW TILE FLOOR i i i -' q _ �"f ,•+��'!�p� Nh ----------- i bo O oo'Q i x�► •s � 4 ti ' 'A DRAWN: MH/MS ,V �fS Ze SCALE: M ^ ; �+ 11 E JOB#: 1 1 1 N J 1 8/22/2022 1 ' ' Z ' ' f — ��? SHEET NUMBER: ry Ei ._..._ EX.(2)11-7/8 ML HDR EX.(2)11-7/8 ML HD .0 Z ..r'•• r ^�SP ISTING A- 7 EXISTING 105 105 { e_— illruuiUlJ tU1r Board of Trustees REVISIONS: o BUILT IN SEAT 0 EX. MASTER BATH EX.2X10 CJ RI)16"OC c 1= z EX. MASTER BEDROOM Z SHIPLAP TO BE INSTALLED ON 2 WALLS O REFINISH FLOORS UNFINISHED ATTIC w EX.2X10 CJ (a?lb"OC tlz EX. WALK-IN CLOSET Z 0 INSTALL NEW CARPET /H I I I I W W W � Z z I W � I � U � zl EXISTING w U H 5i 51 LIBRARY/OFFICE FJ Q h VAULTED WOOD CEILING Q I zl M EX.2X10 CJ fa?16"OC I I I I NEW RAILING PROPOSED 2ND. FLOOR PLAN I I i I I 1 0 I I I I I I H V-0" I I I I I I I SCALE: 1/4�� = 1 -0 UPDATE STAIR N o I I I I I 1 I—I XLn I I I 1 i 1 co fo o N TO ------ ..a p v x OPEN Ln L \ BELOW --�- -- LL o I ------1--� 5 X N N (•,J m r EXISTING CATWALK ABOVE TO E r 00 EMOVED.CEILING TO BE OPEN 7fO ARP - -- C4 0W � OPEN UP WALLS REMOVE€XISTIN6 CIRCULAR STAIR (VIF WALL ABOVE) I L — — — J (2)2X10 DF#2 FLH— US ' u — — — — — J LU _ O IZ J ___ __ uj U Q _-____-____ IIO O NN IX O ___________ �^ -' EX. BEDROOM 1 x NEW WOOD FLOORS ------------- Ln _-_________ EXISTING BEAM 5-1/2X11-1/2 POWERLAM --------- --------- _ __----- Y y�K�n EX. LIVING ROOM � :y' w`� ,...* ` 10 O WET BAR 7 �► .: 11 , FORMER KITCHEN v a�! �� DRAWN: MH/MS x SCALE: R Nr��. .tat*. W EXIST. EX. WALK-IN ��.. -__ �� JOB#: BATH CLOSET 8/22/2022 ALTERATIONS SHEET NUMBER: L UNDRY � ROOM c O SSP ` 9 ��� ALTERATIONS L--- A- 8 SOUL lo!d Town Board of Trustee s REVISIONS: 12 12 II I r______________________________________i r_____ —______� —____ _——________- I I I I I 1 I _�_———— — ———————— 1 1 I 12 I 1 I I 1 11 1 1 I , I I 12 I I I I I I I I I I I ' I 1 I I I 1 1 I I I 1 I I , I , ' I I , I I , , I -_________- I I I I 1 I I , � � I _________ I I � 11 I i I I 11 I � I I 1 ——_________ ________________• •____________________+ I 1 I 12 ' l ' ——————————— I 1 1 I 1 --—-——-----——— i I I I i I 1 12 , 1 I I ------------——-__ _________ I r r i __ ___________ I I I ' 11 I I i t I i 1 _— I 1 1 ' f—�—————————————————————————————————————————————————————————r---—-—------—--- 12 I1 I 1 •_________________________________________ --I ------—--------— -----------———--_ ' I I I I I 1 1 11 I I 1 1 I ' I I I 1 I I I I 1 I I 11 I 11 _______________________________________________________________________________- w 12 O z I 1 I W I I I I 1 I I I 12 Q H i I I I I ' I ' I , I I 1 I I 12 1 Iw' 12 V C) O 12 1 I 19. c.;,, .... V ROOF PLAN -� 1� �� ; w SCALE: 1/4" — 1t-0" v �, T I I 12 to U m --------------------- -------------------------------- -------------------------------- ------------------------------------- t -I It ------------------------ ------------------------------- -------------------, •---------- -------------------------- °° '° 1 I I 1 I i o W 12 12 ' � 1 I ' I ' 12 I I I O I 1 1 1 1 I I I I _ _ , 1 I N 1 1 I i 1 I ' —— —————————— ' .———————————- ' I 1r— I I I I I I I , qq� I'�+ �� .{y��� 1 f-ylf• �d 12 I I , yt• r"'Yi'.,�j�IwY� j �Y it 1 I I 1 1 I ff::11TT"" I I I I I I I 1 I I i ' 12 12 ' 1 5 Y ' 1 I 1 1 I I I ,'� DRAWN: MH/MS .t. �'.OlQ IE SCALE: I I I ; "�+'•,^1.r,r ^ JOB'11: 8/22/2022 I 1 1 I 1 1 I I I I I I I I SHEET NUMBER: ` ———--—————-- `————————————— ————— -——————————————————————————————————————————————————- `——————————'_—--——---—-—------'' `------------------ ' 1 I -------------------------------------- -------------------------------- -------------------------------- ------ --------------------------------- A-9 REVISIONS: 3 3 3 11/4 1 1/4 1 1/4411/4 11/4 1 1/4 1 1/2 11/4 F, 11/4 1 1/2 11/4 SINK o LAV. W.C. LAV. W.C. LAV. FW.M. SHOWER BAH SHOWER 3 11/4 11/2 11/2 3 11/4 1'-13/32" 1"114 2 . . 2 t 1/4 I C.o. COI 3 2 I C.O. \ ST EL HEADER 3 17 3 EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS (V r 11-41/2"+ EXISTING STEEL BEAM 3/a"R/O 24'-0"FOLDING OUTSWING FOLDING _ 1 t/a 1 t/4 DOOR BY ANDERSEN " NEW HSS 4X4X1/4 11/4 11/21) 1 1/4 1 1/4 1 1/4 11/2 1 1/4 11/4, 1 1/4 1 1/2 1 1/4JI2BIG DOORS SERIES Z. r,n TUBE STEEL COLUMN ` (BOX IN) CIOo LAV. LAV. SINK SINK a LAV. LAV. o LAV.W.C. W.C. W.C. 13" D.W. W.M. F.A.I. BATH SH WE ADD SOLID BLOCKING BETWEEN EXISTING JOISTS UNDER NEW 2 11/2 1 t/2 3 11/4 2 3 BIFOLD DOOR SYSTEM REMOVE GIRDER AT STAIR 3 2 C.O. 1 1/4 1 1/4 C.O.I 1 1/4 I C.O.Ila C.O.I 3 INSTALL(3)2X10 UPSET 1 1/4 3 3 IC.O. ICO 5/4 DECKING 3 3 3 3 2X8 ACQ @16"OC EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS (3)2X8 ACQ GIRDER I ,. �;. l 12"dia.CONC. t ,a „v PIER ►�., w1 'v 0'. 4 • �,d p n1 0. ..'. ...a,• � ..'�O ,',. PLUMBING SCHEMATICSLOPE" 1/4" PER FOOT PITCH TO DRAIN TOAPROVED - — - — 2X2'Xl' EXISTING CMU r ''i. SCALE: NOT TO SCALE 4"C.I. SEPTIC SYSTEM CONC.FTG. 00 r EXISTING TRAP HOUSE CMU NE V WALLS TO O SURROUND STAIRWELL.' EXISTING SLAB CROSS SECTION Q SCALE: 1/4" = 1'-0" Generated by REScheck.-[Afeb Software V C 0 11 31 i a ce Certif ice i Project WORCESTER HOUSE ° � O W o Energy Code: 2018 IECC W Location: Mattituc , New York � 2" 2" p4Z Z Construction Type: Single-family w Project Type: Alteration2" 2" O o O Climate Zone: 4 (5331 HDD) 0 0 0 o O 2" a Permit Date: w U H Permit Number: U, Q O O ® ® ®ce C Construction Site: Owner/Agent: Designer/Contractor: FASTENERTYPE: SPACING: O `� 4355 ALDRICH LANE EXTENSION No.8 WOOD-SCREW MATTITUCK, NY BASED ANCHOR WITH 16"OC r tin.EMBEDMENT LENGTH No.10 WOOD-SCREWS cc BASED ANCHOR WITH 16"OC 0 tin.EMBEDMENT LENGTH _ _ E n.dia.LAGSCREW `A tm N I 1 k4p`4tl :s!l ,1 ; M ! - ED ANCHOR WITH 16"OC li „Iel '. FI� i ''�f EMBEDMENT LENGTH ® ® 9C 3/4"APA PLYWOOD r'•� CC SHEATHING N v G Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade GRAAPARATSHEATHING rn 4 o OD GRADE PLYWOOD 011 M v (ALTERNATMVE:7/16"O.S.B.) ® ® ®® assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. o m ^ .21 1/2"APA RATED SHEATHING aaC7\ m o GRADE PLYWOOD (ALTERNATMVE:7/16"O.S.B.) ® 0 X o CZ v � EnvelWee Assemblies o o ®® 0000 C4 dq FASTENER TYPE: SPACING: 2X4 DF#2 o �M' ca Q" dv No.8 WOOD-SCREW STUDS `� y_ l a .A .�', fs d �. i • Ai BASED ANCHOR WITH 10"OC "'? ° � Y - - P y - -4; !1 • Y 2in.EMBEDMENT LENGTH tfj U i +� iA+"a. n.�. t : '� j _ 5.• WINDOWSILL cn — ... TYPICAL WINDOW OPENINLG ®® � M - .. ,- No.10 WOOD-SCREWS BASED ANCHOR WITH 12"OC C4 41 GARAGE Ceilincl: Flat Ceiling or Scissor Truss --- ___ ___ _ ___ ___ _ _ PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH o W Exemption: Framing cavity not exposed. THAN 4 FEET -� 1/4in.dia.LAGSCREW G BASEMENT STAIR WALLS: Wood Frame, 16" o.c. 244 19.0 0.0 0.060 0.060 15 15 BA.EMBEDMENTLESED ANCHOR H 16"oc ®p OO tin.EMBEDMENT LENGTH GYM: Wood Frame, 16" o.c. 1,020 19.0 0.0 0.060 0.060 53 53 TYPICAL DOOR OPENING MULTIPLE PLYWOODASSEMBLiES FASTENER TYPE: SPACING; PANEL SPAN GREATER THAN 4 FEET 2'2X4 DF#2 STUDS CONNECTED 1 r� OVERHEAD DOORS: Solid Door (under 50% glazing) 128 0.020 0.320 3 41 AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW "W W Window: Wood Frame THAN 6FEET ORGALVIDNUTS BOLTS W/WASHERS BASED ANCHOR.EMBEDMENTLEH 81,OC AND NUTS @ 2'-0"O.C. tin.EMBEDMENT LENGTH 15 0.270 0.320 4 5 TYPICAL MULTIPLE OPENINGS No.10ANCHORWITH U S H G C: O.34 BASED ANCHOR WITH 9"OC O Door: Solid Door (under 50% glazing) 21 0.280 0.320 6 7 PANEL SPAN GREATER THAN 6 FEET 2in.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW BASED ANCHOR WITH Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other THAN 8 FEET 21n.EMBEDMENT LENGTH 16"OC calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. N AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" Name - Title Signature Date AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. x ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Project Title: WORCESTER HOUSE Report date: 05/12/22 DRAWN: MH/MS 1 �, •' 3 ' �' #: Data filenae: Page 1 of 1 �. r ,, -� JOB SCALE: m .01�•t4 8/22/2022 SHEET NUMBER: A- 1 0 Glenn Goldsmith,President owg0 a yr rCOG Town Hall Annex A.Nicholas Krupski,Vice President y�el 54375 Route 25 Eric Sepenoski y �, P.O.Box 1179 Liz Gillooly �y • 0��� Southold,NY 11971 Elizabeth Peeples ��� �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: toli-7122- Completed -in field by: a. Gn 1ASmA Twin Forks Permits on behalf of YASMINE LEGENDRE & COREY WORCESTER requests an Administrative Permit to remove a brick patio at grade; construct new north deck (261 sq.ft) with new back sliding door; construction of a west porch (34.5sq.ft.); construction of an east porch (66sq.ft.) with new wider residence door; construction of a sidewalk (253sq.ft.) to connect north deck and east porch. Located: .4355 Aldrich Lane Ext., Mattituck. SCTM#: 1000-112-1-13 Type of area to be impacted: f Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: /hapt.275 Chapt. 111 other Tyyof Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info ineeded/Mod ifications/Co nd itions/Etc.: 8' <aogVA �.Or.✓Zrd �2eexisl nq A Grelje_ 1 44 O Present Were: V/G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples t Yasmine Legendre& Corey Worcester 4355 Aldrich Lane Extension, Mattituck SCTM No. 1000-112-1-12.2 & 13 :`,YG.� ,� ��'i+^t,C,.3Y ,7 �z�+'! .yam" §'.. �k 3M .,.+. .#�Y '} :au •`" ! '+' �`iJ..'C�������nCi'l � S, y.''.'.-�'4^' -• di:L1 a € dna a f.�..� t� a .h'•5 .,r .,* �,rcrT 'MO aw � ,�,y. � ' ,.� .-���s�:,a s}x*��,. �J"�'�'Prc'':'.gc.-���.w'� � �x�o`' s_36^E�'ti-'�_ �'f � � �z'�•J�J''�% Photograph 1). View looking north from the driveway at Photograph 2). View looking east from the driveway at the the existing residence. existing residence. The proposed western porch will be 34.5 sq. ft. and located in the central area of the residence wall. This proposed porch will be located on the landward side of the residence from the wetland, top of bluff and CEHA limit. Yasmine Legendre& Corey Worcester 4355 Aldrich Lane Extension, Mattituck SCTM No. 1000-112-1-12.2 & 13 J ,eN t �,! � ������. .'1' ,"� . .{ y j.°lt!'w�4 ✓tom t ',!�a.._/.�'hh.`�'.k3 ;,,id\,�f„ � it r. N� .}�' �•l. z _ 'r P „Ry, F i��l'fiR6`°'r/ ' �'+d +�'�� � £ _,- ` Photograph 3). View looking east along the north Photograph 4). View looking west along the north elevation of the existing residence. This photograph elevation of the existing residence. This photograph shows the existing brick patio which will be demolished. shows the existing brick patio which will be demolished. The proposed north deck and sidewalk will be located in The proposed north deck, east deck and sidewalk will be the same area as the brick patio. located in the same area as the brick patio. • 111 i 3 „_ - L ""}VfF�{-y�' +vs'!m�apN�,.. c s.Sf �.��t�•'�e�. _ ,y�' ,v..�.Yn.__ 'H ,..� 'T �c 1 • oil •• 1 1 • • • • Yasmine Legendre& Corey Worcester 4355 Aldrich Lane Extension, Mattituck SCTM No. 1000-112-1-12.2& 13 9-, � T 1, Ar Photograph 7). View looking southwest at the existing brick Photograph 8). View looking west at the proposed east patio. The proposed east patio and sidewalk will be patio location. located in the same area as the brick patio. The proposed east porch at 66 sq. ft. and 4'wide sidewalk will be located >250'from the AHW, >50'from the top of bluff and landward of the CEHA limit. Yasmine Legendre& Corey Worcester 4355 Aldrich Lane Extension, Mattituck SCTM No. 1000-112-1-12.2 & 13 i V t _fY ,.7E `•3 pt 'X"-t .' �,�, i 'i J `_.. APS". -.'x° '%�{� ..IH.'i ;1R .�L q .W.•- _ 3M— a3� j, Photograph 9). View looking southwest from the top of bluff Photograph 10). View looking north from the op ofth e towards the existing residence and the proposed bluff towards the Long Island Sound and AHW. improvements. f ALLMAI t. r M tow ill, _2 ®■ ■ OW 7"- -1- fir* .gyp ar � •'!°',• � � .�,_ "S. ?�i��' ,r Ws "' i S-PA �`,40 ..y"� -.a t ;.,/����a�� -:.` .,n n _ ., x #„ fj;• tea. •,Pj.:� < r •3'aY � ."�a,=�+ �� 6. ¢r+. �; i�y V- �K .� r-•',fir' 'y;_.' .,3Y,:. � . ry'j Photograph 11). View looking south from the top of bluff Photograph 12). View looking southwest from the top of towards the existing residence and the proposed the bluff towards the existing residence and the improvements. proposed improvements. NM SEE SEC.NO 105 SEE SEC.NO 105 16x1-01 MAICN LINE . Nm Epi PCE.No. '�NO aoax y s�sEc.No. sE�sE�No : axxa, , ,oax.,xSEE SEc.NNo of noa,ms., � 6 1 / \ 509 �O ry x 'AP 9 ;1 NEW vdtN PMINEN O s oc, O nb� �'�j ^ r,N,Wsawnma l{`O eJ� J's`E'. Fa1PCE rw. Foa xE.No. et, ECN PCL.No. r fs oda* (l� sEE SEc No. sEE sEc o raav�. SEE.0 NO MATCR- / NNE YATCN LINE MATCR / ENE SEE SEG.NN O.1x0 S£E 9EC MO 110 —.0 MO.,111 EEE NoncE ✓�Y"gCOUNTY OF SUFFOLK © N « fauT,la,n SECTION NO �— Iz,r - --.-- ,..,_ --,-- RealProperty Text Service AgencyvA112 wo,o,y r .• r �� _�w natu N.... N�NN..,,, aI_ •.s,.w -- «.�«N,„L,I�e.:.b,«.«E � -,;, � ,�. —__ PROPERTY MAP pF SOUryolo �yoour,��' MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 7, 2022 Re: LWRP Coastal Consistency Review for YASMINE LEGENDRE & COREY WORCESTER SCTM# 1000-112-1-13 Twin Forks Permits on behalf of YASMINE LEGENDRE & COREY WORCESTER requests an Administrative Permit to remove a brick patio at grade; construct new north deck (261sq.ft) with new back sliding door; construction of a west porch (34.5sq.ft.); construction of an east porch (66sq.ft.) with new wider residence door; construction of a sidewalk (253sq.ft.) to connect north deck and east porch. Located: 4355 Aldrich Lane Ext., Mattituck. SCTM#: 1000-112-1-13 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and with the LWRP. Note that the walkway on the seaward side of the dwelling is located 18.7' from the Coastal Erosion Hazard Line. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Glenn Goldsmith,President , / ,•.; Town Hall Annex 14 54375 Route 25 A.Nicholas Krupski,-Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11.971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples .�, , > Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application _Administrative Permit Amendment/Tran sfer/Extensj Received Application:, Application:, 1_�Ccompleted eceived Application::.. Incomplete: t SEQRA Classification: Type I Type II ,Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date:. - / dination:(date sent): PQ [t rG E f L=P Consistency Assessment Form Sent: AC Referral Sent: "s ' /Date of Inspection: SEP 9 2022 c Receipt of CAC Report; Technical Review: �--— – -- Soutttu i!Totiri Public Hearing Held.-,- Board ofTrjofees t Resolution: Owner(s) Legal Name of Property (as shown on Deed): Yasmine Legendre & Corey Worcester Mailing Address: 11 Hillside Ave., Port Washington, NY 11050 Phone Number: . 917-647-2326 Suffolk County Tax Map Number: 1000 - 112-1712.2 & 13. Property Location:; 4355-Aldrich Lane Ext., Mattituck ---0.75 miles north of Aldrich Lane and Sound Avenue. (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): _Lisa Poyer, Twin,Forks Permits ..., Mailing Address: 288E Montauk Highway, Hampton Bays, NY 11946 ,_.,_,- ,.Phone Number. .....631-644-5998 . ,.., ..,-.,.,•,..,, . Email; ulisa@twinforkspermits.com , > ti 3oard of Trustees Appli.ca in GENERAL DATA Land Area(in square feet): Lot 12.2: 44,800 sq. ft. and Lot 13: 178,082 sq. ft. Totaling: 222,882 sq. ft. (5.117 A) Area Zoning: R-80 Previous use of property:;.. single family residence Intended use of property: single family residence Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? _ Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure(s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date X No prior permits/approvals for site improvements. Unknown at this time. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description(use attachments if necessary): Proposed removal of a brick patio at grade which is located>250'from AHW, 46.9'from the top of bluff and 21.9'from the CEHA limit. The project will include three proposed deck/porches. 1. Proposed construction of a new north deck at 261 sq. ft.to provide access to the renovated residence which will include a back sliding door located on the north side of the residence. The addition will be located>250'from AHW, 50.9'from the top of bluff limit and landward of the CEHA line. 2. Proposed construction of a west porch to access a new residence door. The proposed west porch will be 34.5 sq.ft. and be located>250'from AHW,>125"from the top of bluff and landward of the CEHA line. 3. Proposed construction of an east porch to access a wider residence door. The proposed east porch will be 66 sq.ft. and be located>250'from AHW,>50'from the top of bluff and landward of the CEHA line. The project will include the construction of a sidewalk at 253 sq.ft. and connect the north deck and east porch. The sidewalk will be located >250'from AHW, 44'from the top of bluff and landward of the CEHA limit. ,1 loard of Trustees Applicai n WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: The proposed deck and porch additions will provide safe access between the existing grade and the residence New and/or wider doors will be installed in the residence and the porch/decking has-been requested to accommodate the new doors. Area of wetlands on lot, —55,944 square feet Percent coverage of lot: proposed 2.46 a/o Closest distance between nearest existing structure and upland edge of wetlands: —275 feet Closest distance between nearest proposed structure and upland edge of wetlands:: —275 feet Does the project involve excavation or filling? No X ._Yes If yes, how much material will be excavated? ~12 cubic yards How much material will be filled? N/A cubic yards Depth of which material will be removed or deposited: —2' feet Proposed slope throughout the area of operations: 0 % Manner in which material will be removed or deposited:.. removal of existing brick patio and minimal excavation for the proposed deck and porch,footings. ,. 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): The on site wetland limit is located>275 feet from the activity area. The construction area will be _surrounded byeproject lind erosion control Gilt fans 617.20 Appendix B Short Environmental Assessment Form Instructionsfar,CciM0 eting Part I -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 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information 4 Name of Action or Project: Yasmine Legendre & Corey Worcester Project Location(describe,and attach a location map): 4355 Aldrich Lane Ext., Mattituck Brief Description of Proposed Action: Proposed deck and porch additions to the exiting residence. Name of Applicant or Sponsor: Telephone: 917-647-2326 Yasmine Legendre & Corey Worcester E-Mail: yrlegendre@gmaii.com Address 11 Hillside Ave., Port Washington, NY 11050 City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. FJ' 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: Town of Southold Building Permit. El M 3.a.Total acreage of the site of the proposed action? 5.117 acres b.Total acreage to be physically disturbed? Q acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 5.117 acres 4. Check all land uses that occur on,adjoining and near the proposed action. Urban [0 Rural(non-agriculture) [_]Industrial ❑Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page.l of 4 5. is the proposed action, _NO YES N/A a. A permitted use under the zoning regulations? r_1 � b.Consistent with the adopted comprehensive plan? ElM 6. 1s the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ Q 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: LJFE I 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES', r 7M EJ I Al b.Are public transportation service(s)available at or near the site of the proposed action? FRI F] c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 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: :'F] -M 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: N/A deck addition, existing residence connected to private on-site septic system. 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? F l X. Ej 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? I If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply- [A Shoreline El Forest ❑Agricultural/grasslands El Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed TNO YES by the State or Federal government as threatened or endangered? F-1 ' 16.Is the project site ocated in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, � a.Will storm water discharges flow to adjacent properties? ❑NO ❑YES my , ❑ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO ❑YES _. _. ..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: .Q 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: D F 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: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURA'T'E TO THE BEST OF MY KNOWLEDGE Applicant/spons r name: . Lisa Poyer, Twin Forks Permits Date: 8/17/2022 Signature:_ 2 Part 2-Impact Assessment. The head 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 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? a 2. Will the proposed action result in a change in the use or intensity of use of land? [� El 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or n affect existing infrastructure for mass transit,biking or walkway? !J ❑, 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ �' reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: Fi f7l' a.public/private water supplies? b.public/private wastewater treatment utilities? a 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? r...... _..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? Q 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. ElCheck this box if you have determined,based on the informationand 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' �. ......, . . ,... yard of Trustees Applicat i AFFIDAVIT Yasmine Legendre & Corey Worcester BEING DULY SWORN ]DEPOSES AND AFFIRMS THAT FIE/SITE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/1-1ER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET 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. Signature of Property Owner Sign ure o Property Owner SWORN TO BEFORE ME THIS DAY OF 20 LYNN J MOESSNER Notary Public,State of New York No.0'1 fv104970982 Qualified in Nassau County My Commission Expires 8f2o120,2 No*y Public r Board of Trustees Applica' >n AUTHORIZATION (Where the applicant is not the owner) I/We, Yasmine Legendre & Corey Worcester z owners of the property identified as SCTM# 1000- 112-1-12.2 & 13 in the town of Southold, Mattituck ,New York, hereby authorizes Lisa Poyer, Twin Forks Permits to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's Signature rop rty O er's Signature SWORN TO BEFORE ME THIS o1L DAY-0E- OJ , 20 Notary Public LYN J MOESSNER Notaryblic,State of New York No.01 M04970982 Qualified in Nassau County My Commission Expires 8/20/20 B :d of Trustees Applicatioi AFFIDAVIT Yasmine Legendre & Corey Worcester 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 H OLD '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. Signature of Property Owner Sign lure o Property Owner SWORN TO BEFORE ME THIS _ �f DAY OF AJ o US 20 � LYNN J MOESSNER Notary Public, State of New York No.01M04970982 Qualified in Nassau County My Commission Expires 8/20/20 /No6ry Public C/ APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town-of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of` :this ftm isto provide information which can alert the town of possible conflicts of interest and allow it to take w}tatever action as necessary to avoid same. YOURNAME: Yasmine Legendre & Corey Worcester (Last name,first name,.rfiriddle 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 grievanceBuilding Variance _ f Trustee X ' - Change ofZone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other`,name the activity.) Do you peiso idlly(or through your company,spouse,sibling,parent,ouchild)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business ihterest_"Business interest"mcans'a.busincss; including a partnership,in which the town off icer or employee has even a partial ownership of(or employment by,)a corporation in which thefown oi'ficcr or employee owns.more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/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): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (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 Submitted this_ZO day of 20dQ9 Signature li In/`c Print Name- erz„ P Orcor�r Form TS 1 APPLICANUAGENDREPRESENTATIVE TIdANSACTIONAL DISCLOSURE,FORM The T6yn'of Southolft C.oile'of Ethics pmliibits'conGjcts-of interest on the nart-ottown-iiffieers hnci etoyees,-Tlte iurpose iff` ;Chis form is`to,provide inforination which On.:ilert''ftia town'fif possible conflicts'of W(06sfand illg jt t&lake;AdteVec iictim is ..nee se,garV,to avoid snmQ. n YOUR NAME: . I.CSA..Pr)-g ._\sa �yrref m t (Last name,first name,.giiddle 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 X Change of Zone _ � Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do yoti persosial6y'((ir through your company,spouse,sibling,parent,orchild)'liave 8,reintionstiip.ivitfi•aiiy.6fficer or..ainplayce of the Towti bf:Sputhold? "Relationship"includes by blood,?f larridge or biisiness;iriferetit"Business ince st st"nie5r►s,;a hfrsinesy, including a phrtinersliip.,in which the,taivn i5f#icer or,eriipioyeehas evert a'pttiul a�Vncrship af.{ot eniployment.by),a coepargtlon in which the.toNiin oMcer or employeevvris.more than,5°fo of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold- Title or positron of that person Describe the relationship between yourself(the applicant/agcnt/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (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 + .d Submitted th' CP of w Z2 Sipaiuc Print Name LAA a 26,e Form TS I Town of Southold LWRP CONSISTENCE'ASSESSMMNT 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 sigiii'ficar�t, banef1cial aiid adverse eflects'upoir the.coasttil area,(auliieli includes'all of 8oi tho'ktTowti). 3. 1£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. ;This; 6aeh nmsWer-taiust`3 :explained in-det iil, lislink both supporting and. Ston ,,supjgorting 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# 112 1 _ 12.2& 13 PROJECT NANIE Yasmine Legendre & Corey Worcester The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ,0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) 0 (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval, license,certification: XI, Nature and extent of action: Proposed deck and porch additions to an existing single family residence Location of action: 4355 Aldrich Lane Ext., Mattituck Site acreage: Lot 12.2: 44,800 sq. ft. and Lot 13: 178,082 sq. ft. Totaling: 222,882 sq. ft. (5.117A) Present land use: Single family residence Present zoning classification: R-80 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: Yasmine Legendre & Corey Worcester (b) Mailing address: 11 Hillside Ave., Port Washington, NY 11050 (c) Telephone number: Area Code( ) 917-647-2326 yrlegendre@gmaii.com (d) Application number,if ddy: AIM Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes.1 No L^_.i. If yes,which state or federal ageiloy? 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 LVVRP Section III—Policies; Page 2 for evaluation criteria. �X Yes ;n No F] Not Applicable The.p.C( edro.1ect includes the 11 deck and two porches to provided safe access to the existinq residence. The applicant has proposed minimal structures with regards to size and the proposed lot coverage. 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 C, No 0 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria .Q No Not Applicable n Yes 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 a Yes 0 No F] Not Applicable The proposed pmjprt is Incated roan X flaacl-zone an .�,sm_ all accessory structures, deck and porch which will not impact natural resources or site flooding. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Nouthold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes ] No ❑Not Applicable The proposed construction of the deck and porches will be located landward of the CEHA and maximize the setback from the top of bluff. The proposed structures will be constructed landward of erosion control fen cing. 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 LVVRP Section III—Policies; Pages,22 through 32 for evaluation criteria. X ,., O m. Yes No loot Applicable 4bo propose ll.be_IacatedJan ward of the ,EHA and maximize the. _setback fmm th .ton of hlThe nr000 a tr inti irpcz will of erosion control fencing. the structures will be located —275' landward of the wetland limit located along the shoreline. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LVVRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes NoX�, Not Applicable No impact to the air quality. Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. R Yes :0 No Fxl 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 LVVRP Section III—Policies; Pages 38 through 46 for evaluation criteria. '1►�—�+n `O No R Not Applicable riv t property and private land with no public access. Attach additional sheets if necessary WORDING COAST P®LIC.;,., 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 [:1 No Fx] Not Applicable Private �rope�nd Priv to land with no public access. 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 Private property and private land with no public access. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria, Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section Ill—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ,❑. No 0 Not Applicable PREPARED By Lisa Poyer TITLE Principal Planner DATE 8/17/2022 ::2FORKS IN 288 E. Montauk Highway R/oA1TS Hampton Bays, NY 11946 631-644-5998 info@twinforkspermits.com September 9,2022 ❑ rE I !/ E , SEP - g 2022 -Via Hand Delivery- Glenn Goldsmith,President Scut>ioldTcwa Southold Town Trustees Boars ofrrus:ees 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Administrative Wetland Permit Application Owner:Yasmine Legendre &Corey Worcester Situate: 4355 Aldrich Lane Extension,Mattituck SCTM No. 1000-112-1-12.2 & 13 Dear Mr. Goldsmith: Please find the enclosed Administrative Wetland Permit Application for the proposed deck/porch additions to the residential property located at 4355 Aldrich Lane Extension,Mattituck,NY(SCTM No. 1000-112-1-12.2 & 13). The property is located along the norther shoreline of Long Island Sound. The proposed project will consist of the demolition and removal of the existing brick patio at grade which is located>250'from AHW,46.9'from the top of bluff and 21.9'from the CERA limit. The project will include three proposed deck/porches. 1. Proposed construction of a new north deck at 261 sq. ft.to provide access to the renovated residence which will include a back sliding door located on the north side of the residence. The addition will be located>250'from AHW, 50.9'from the top of bluff limit and landward of the CEHA line. 2. Proposed construction of a west porch to access a new residence door. The proposed west porch will be 34.5 sq. ft. and be located>250'from AHW,>125"from the top of bluff and landward of the CERA line. 3.Proposed constriction of an east porch to access a wider residence door. The proposed east porch will be 66 sq.ft. and be located>250'from AHW,>50'from the top of bluff and landward of the CERA line. The project will include the construction of a sidewalk at 253 sq.ft. and connect the north deck and east porch. The sidewalk will be located>250'from AHW,44'from the top of bluff and landward of the CEHA limit. In support of the application,please find the following materials: 1. Application fee in the amount of$100.00 2. One original and one copy of the Administrative Wetland Permit Application packet including the general data form,Wetland application data form, Short EAF, affidavit, authorization form,applicant/agent transactional disclosure form,and LWRP Consistency Assessment Form; 3. One (1)copy of recent site photographs including the residence elevations as taken on September 7,2022; 4. Four(4)copies of the existing condition property survey as prepared by Pinnacle Land Surveyors LLP,last revised on July 28,2021; 5. Four(4)copies of the proposed site plan,floor plans and elevations as prepared by Mark Schwartz& Associates,dated August 22,2022 P7 TWIN FARKS 288 E. Montauk Highway PERMITS Hampton Bays, NY 11946 631-644-5998 info@twinforkspermits.com Please review the enclosed materials for the proposed exterior porch/deckworkWto the existing residence. If you have additional questions regarding the over l`pr�if do%not Hesitate to.contac this office. Thank you. Sincerely, 1 Lisa Poyer Principal Planner