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DiSalvo, Diane From: Rachael C. Davey <rachael@daveylaw.us> Sent: Tuesday, October 24, 2023 11:49 AM To: DiSalvo, Diane; Brittany A. Prim;Goldsmith, Glenn Cc: Lori Hulse; Cantrell, Elizabeth;Johnson, Benjamin Subject: Re: 3875 Hallock Lane Ext., Mattituck, NY Thank you Diane. We are aware of the August 22,2023 email, however we had a subsequent communication with Ms. Lori Hulse about resolving the issue. Additionally, there are other items that require discussion, where we would like to have a global plan/understanding in place. If this is not possible,we understand and we can move forward with the different departments involved as need be. Ms. Hulse can you please call our office as we would like to follow up to our prior telephone conversation with a proposed resolution and overall plan for consideration. Best regards, Please be sure to REPLY ALL when replying to any e-mail from our office. DI L DAVEY L.4w P.c. e' p �. MA RACING A Q jV15 §, ol(631)830-0200 cl(631)960- 491 rd�;dav�yi'atv.us 220 Main Street,Center Moriches,NY11934 wwm.daveylaw.us Notice:Beware of fraudulent e-mails. Please be advised that I will never send unsolicited wire instructions via e- mail communication. All wire instructions must be verified via phone. PLEASE LEAVE US A REVIEW: 1 1 Z ❑�Nip❑ ~ SYMBOL LEGEND rF• ••{ti•� O�� p �� >N o z Q MONUMENT FND ® MANHOLE Qr TEST HOLE i \� THE BEARINGS SHOWN HEREON ARE BASE ON ❑■ •7 �� d� o o F 0 I.P. / I.B. FND 0 "A"-INLET TREE Lll O 0 LO °w LIBER 11817 PAGE 0438 S� (I1 5 o z I.P. / I.B. SET KJ "B"-INLET SHRUB ' L Lu ry r z ¢ O I • BOLLARD x=W ,p359 SPOT ELEVATIONS YARD INLET ' O JO z o Q� UTILITY POLE 0 YARD INLET ® WETLAND FLAG N >- GUY WIRE ® ELECTRIC METER CANT. CANTILEVER \Y I/O O U K UTILITY POLE W/LIGHT � O¢O w o © GAS METER FE.FENCE 6' d� LIGHT POLE O WATER METER MAS, MASONRY S SIGN pd GAS VALVE PLAT. PLATFORM °Nn -v- PVC FENCE (PVC) W.W. WINDOW WELL L W (�] WATER VALVE o rc H a o —�- STOCKADE FENCE: STK W WINDOW o —x— CHAIN LINK FENCE (CLF)0/H OVERHANG C/E CELLAR ENTRANCE —— WIRE FENCE R/O ROOF OVER < Y FIRE HYDRANT D.C. DEPRESSED CURB 71 A/C UNIT ® CROSS CUT G.O.L. GENERALLY ON LINE 0 STAKE p �i3 J J J O/L ON LINE -D Y � o U m°o C' Z Z mM �M Z W I.A..I U N H K W X a w w °w z W g p O=J w o V) zz� O^ w< N H L _ W O ° Q ,if Z O I..L =O m �/ U>O [IfZ p zM wwwp �Qc } O +N 1 � U) (n p O p p p Y Q w w w Q Jry oww cn cn (f) m O > > > I— O (n i wwwwaw F N N N N a=� N N N N �21.o O O O O 3L � N N w C\' ~Q � 3 I ) 00 (.O ® rn O O p N � .. F ILo I G.7 M M N cn c o'a O O O O I ov It P7 N L z Lu I �Q� J I zw m¢< � i a O ���= 5 1' w p °° 0 1'' M r FM LOT 2 ( I M TAX LOT 8.5 I I o o PATIO I I % '� � � �, iil� I iIP *+•'�\ ^\ \\\S `S3`\ h� \\\'�\ ^ , ! `/l 11 ' IfII +' � ,,�I, I \ 878.76+ I I +� I °zm CLF WALL --�.--��--�--- I �o /'- -- � -A5.0'v5.1' -- - ��--��---�•--..��--�.�--� I I Ywrr� I % o \ \ O I / I I e� + ++ � \�. \o L I � � 3ga o I O \ C4 ry6. ro°' \ --�nr�� - ---�'�l- T� ^/ Co• I / I Q I I o S G 1 18 0� G 1 / ..�G�--,��-�.��.L...-- n✓ yro / °h! d o 4'CHAIN LINK FEN. 3 h / �� o P LLAR r� O I z C '1e� I ` O n „�, N '+I I 1 / -� a 'N CO `� .. tip , I. I Q k a o 411 GAZE60- 9/� P611T> o \ 'PILLAR ��(� poi B }a"\\+h6 \I + I } it / 1 I I II �% 111 \1 \\\ \\\\ar �• A<l CLEARING W W 43. ^'q •-, I V/ 6 o 6�q-\ d.,r I w w v w �123'� j 6. O Is nm 1 CLEARING I a I o o / I ', / } �Zh� ;�+ 1 \ ( / / tr 'Iml r ' 11 '1 I I + \ \ \oo\ o. / I w I ao 1,, o DRIVEWAY O �o •x - STONE' I a e 1 / \ ° yo 1 \ \ oo hl I I \r / ^I I 1 I 1 /rym l0�; ,� 1 \ \ \\ \+ II + 1 I. l 1 !' II' I ��\ h�\mod \ \ \ / •` / I $ I a. I 3.9' mIazw �au.. 1�(1 c IaTn ! � t2.T °�� �� \ 1 \ \ t 1 1 1 �I� ",pN - I a I '2 STORY -111 I I i C -^d \ - .�-` `` �� l� WOOD / a SS Sa \ \ @ AU pp 4.. NA J WALK j G 1 r i I o l; I �/ \' ' \`' +' 'I '2 \'.' 4 'II'� `���,�� -� Ig 1 FRAME m I I/ +I WR \�p L) PATIO I I a 1 r 3875 a \.� \t p N I- I I ^ I RESIDENCE I - I I _ l I z a PATIO •a z m zl I 'Iz I _ N 'FFL�120.79� J - 'I _I. a I PEAK=151.94 n a ( I no z co_Nc.\ \ `\�\ \ g\�+ ry ���P� `.- WNW . �e sl A i' e+^ I i FM LOT 1 i i �°a 7' I Y - I p ^k4> of I 1 I I I d s• � ' o I s I 3 ��� O Ww_ W I\+ \ E 1 TAX LOT 8.4 ---__J ^0. 13.4' 1 3.0 9 WA( _ 4 yP �2 nn\ e� \+ ♦ \ \ I o ° m 255.1' IIIIIIIIIjjfl�.nWgi( ���\ �t 1\ m `\ \\ \ \' 1 131.9 ° us I O 6Q'' 1 >\ �Fo *3zg8 "� 1 AF \ \\ \\ Wq llglllli!�! �\` P\\'a`�. \+ \\\ ` + \ \ \ 1? 1 !13.2' 1 10.0' g 'i _ l / •�. I 1 w ( � w m .,. \ \ \ _y L( Il_Illll .� + \ o"`\ ?� ` ' \ \ \ 1 8 _� 0• ! l ,CLEARING \ I 1 Z\ 1 0'-z \ \ \\\ \ \� \ 2-� AL�\Q \ ° \ 0• a m LI I. I \ a ,. I IA 1 1� wwF \ ` \ \ L` m `\ + \\ �\� 1 \\ 1 i n \\ i I� o \1 I i GFL-118.5 -- ---+ 1 $ 10 m O m � ¢ a ci GARAGE� a m - &� Z© BOG 6 N 'STONE ---- - \`r,� \� i O, I li I 1 a z a o _ - _ 1 l (n N .°o - _ \ m \ \ \t 1 O<f �46.5' 32.9', _ DRIVEWAY - -, STONE�1 'I, I I \ I I / ov I 1 / 1 \ \ \• \ .\ }----------hp�--- I \1 i + \I +�. I � \ \I 1~ \h°\ \ \ _ ARINC i O PILLAR _ I� II ----1------ - DRIVEWAY j OBI• I I I o rN IN� l O / N / O / h +�0 4 --_-----+-�--0:1 �/ % n^ry''o�llI',+,Coo°•' /'�a p'.� j/I i+-m+YLL oAh j \\ / - � I I STONE IIi I + 1 140 113.1 \ - o, i DRIVEWAY_ - � 1 (n o voi v, ° �Z3, �, _ +j^, 'i I �+� •� "', o p \ I 0y. a ---� CLEARING 60 J_ O 4 WOOD YEN. 11 4' I I h - _______ _---- \ ^ �F N19 48 10 W 247.67 o a z o + r+ I \, 1 I h * ,9 „ / / FND FND �+ + FND r >o'a I N>9 33 30 W 1 1 j eh } ro/ + !/ MON. �0.4' MON 645.00 0 (RBR O +r w z I I I I O \\ y / \ \ \\ +\ \I 'I Ij o I •/� orn 1 °�z & -••— 'I PK a�\ o ----- \ \ �\ o°ro 11 ?a I O �� U a ___ 10 \on 0tiN by \I \ M \\I+ '� •/• 7F"Qa°w l'N 1 O oz z ` \ ---------- / h +�,+ 1 I' +°1Q�aQ�N�� TAX LOT 6.1 moo w O o IN TAX LOT 7.2 N Q W w h I I 1 1 a <aOKiN O U w N g + "1 O o 00 _ Q O °° .►•—'�T �� O O woo ------- ----' X O w W Q O Z N O 0 °wo N ; z % N = � 000 O N 0 0 O o (n U off= O z >oz °z m U¢ O Q m _D p p p O W n F=- W U O O - a wom �Qa °�s zaw lf) ��a O 0 go<¢� O ��mo a�o� W Lu o nw QO z � wZ C no o OZ �G O- w o� a �� r- ME �_/1 a w a x V/ � Li0 � o�aw OJ Z � Q z ~ o3oH a 1 . J O O I L \ z zoNo LO= J j � \ (n0O `Jzla <z>> p J U za�a �00 mlY Y Y �o m ;� (nQ Lei U aWo3 = a OJ m � V ry 00 F-- LL- s_z _ Ld LL NFw° D J m�=w GRAPHIC SCALE ~�3~ Q � owe= C U N¢ Z O F z O 40 0 20 40 a z z w NOTE: O LOT CLEARING AREA DURING THE COURSE OF THIS SURVEY, THE SITE WAS COVERED WITH APPROXIMATELY 6 INCHES OF SNOW 1 ^( IN FEET ) ALL ELEVATIONS REFER TO NAVD88' DATUM 1,43,854.19 S.F. = 3.30 AC. AND/OR ICE. THEREFORE, THE PREPARER OF THIS MAP LOT AREA w Z o 1 inch = ��0 ft. 35,917.74 S.F CLEARED CANNOT CERTIFY THAT SOME OBJECT, FEATURE OR GRADE W g=o 25% LOT CLEARED CHANGE HAS BEEN OMITTED, HOWEVER, EVERY EFFORT 1,�43,854.19 S.F. =z HAS BEEN MADE TO ACCURATELY SHOW ALL OF THE 5° w FEATURES OF THE SITE. 3.30 AC. 1 Z W w Q 1 =o Google: https://g_paage/r/CZ7IJ2RUz4AgEBM/review Confidential Attorney/Client Privileged Material-The information contained in this message(including attachments),from the Davey Law,is protected by the Electronic Communications Privacy Act,18 U.S.C.Sections 2510-2521 and intended to be delivered only to the named addressee(s)and may contain information that is confidential,proprietary,attorney work-product,attomey-client privileged,or otherwise protected by court orders,statutes,and other provision of law.If this information is received by anyone other than the named addressee(s),the recipient should immediately notify the sender by E-MAIL and by telephone(631- 830-0200)and obtain instructions as to the disposal of the transmitted material.In no event shall this material be read,used,copied,reproduced,stored,or retained by anyone other than the named addressee(s),except with the express consent of the sender or the named addressee(s).If the information is accidentally read by an unintended recipient,the information is not to be used in any way nor disclosed to any other party.EMAIL correspondence AT NO TIME shall constitute any binding agreement on behalf of any client. From: DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Sent:Tuesday, October 24,2023 11:44 AM To: Brittany A. Prim<brittany@daveylaw.us>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us> Cc: Lori Hulse<lorisk16@hotmail.com>; Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Rachael C. Davey <rachael@daveylaw.us>;Johnson, Benjamin<benja mini @southoldtownny.gov> Subject: RE: 3875 Hallock Lane Ext., Mattituck, NY In response to your emails of both October 23, 2023 and September 13, 2023- I refer you to Trustee Goldsmith's response shown below on August 22, 2023 (and attached for your reference). Diane DiSalvo Office Assistant Southold Town Trustees P.O. Box 1179 Southold, NY 11971 (631) 765-1892 -----Original Message----- From: Brittany A. Prim<brittany@daveylaw.us> Sent: Monday, October 23,2023 3:47 PM To:Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us> Cc: Lori Hulse<loriskl6@hotmail.com>; Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; DiSalvo, Diane <diane.disalvo@town.southold.ny.us>; Rachael C. Davey<rachael@daveylaw.us>;Johnson, Benjamin <benjaminj@southoldtownny.gov> Subject: [SPAM] - RE: 3875 Hallock Lane Ext., Mattituck, NY Good Afternoon: Please advise as to the below. We would like to set up a meeting to resolve the outstanding issues and further discuss future projects that we will be applying for. Kindly advise as to acceptable dates. Thank you. 2 DiSalvo, Diane From: Goldsmith, Glenn Sent: Tuesday,August 22, 2023 3:30 PM To: brittany@daveylaw.us Cc: Lori Hulse; Cantrell, Elizabeth; DiSalvo, Diane Subject: Re: 3875 Hallock Lane Ext., Mattituck, NY Ms. Prim, As discussed with you and Ms. Davey on a previous pre-submission conference, as well as with the new owner on a subsequent pre-submission conference,the Trustees' position on the illegal structures has not changed; they need to be removed. Thank you for your cooperation'with this matter. Sincerely, Glenn Goldsmith President 1 Southold Town Board of Trustees From: DiSalvo, Diane Sent:Tuesday, August 22,2023 2:51:15 PM To:Goldsmith,Glenn Subject: FW: 3875 Hallock Lane Ext., Mattituck, NY From: Brittany A. Prim<brittany@daveylaw.us> .Sent: Monday,August 21, 2023 10:48 AM To: DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Cc: Davey Law PC<info@daveylaw.us> Subject: [SPAM] - RE: 3875 Hallock Lane Ext., Mattituck, NY Good Morning: Following up on the below e-mail. Kindly advise. Please be sure to REPLY ALL when replying to any e-mail from our office. 1 ID L F RECEIVED DEC 2.2 2022 Attorney Affirmation Zoning Board of Appeals We were the attorneys for Elise Martino, the prior owner of 3875 Hallock Lane Ext., Mattituck,NY 11952, applicant for the pending ZBA application relating to the property on June 23, 2022. The property has since been sold to Hillel Trope, copy of deed attached. Hillel Trope will continue the pending application and,will utilize this firm as his agent in accordance with such. Davey Law P,C. By: Rachael C.Davey,Esq;. Sworn to before me this 20th day Of December,2022. ---- -_. Notary blic i MARGUERITE PLUCWNO NOTARY PUBLIC,STATE OF NEW YORK NO.0IPL4M403 QUAICOMIISS�IONE�lCPIRES�I�/ DAVEY LAW P.C: 220 MAIN STREET,CENTER MORICHES,NY 11934 1 TELEJ FAx 631-830-0200 RACHAEL@DAVEYLAW.US DIL September 15, 2022 Via Regular Mail Re: 3875 Hallock Lane Ext. Trustee App. Dear Town of Southold: We received all of the Trustee application in accordance with the above referenced address along with our$300.00 check written out to Town of Southold. We mailed out a letter including a new check for$50.00 to you on September 13, 2022. Please find enclosed The Trustee Application in accordance with the above. Sincerely yours, kai keesnk6- A-A( ft VUJ( V1ot*WAI 6A— TIf6Rachael C. ey,Esq. tfAs hw &-*Ap ,, a �, WZ N7-AV96,VX U6 RF'CA " Rff#A N 'wff ftV ko 04o IF*A " vO L° R��S— Do rvgr e DAVEY LAW P.C. 220 MAIN STREET,CENTER MORICHES,NY 11934 1 TELEX FAX 631-830-0200 RACHAEL@DAVEYLAW.US From: Brittany A. Prim Sent: Monday,August 14, 2023 2:02 PM To: Diane.DiSalvo@town.southold.ny.us Cc: Davey Law PC<info@daveylaw.us> Subject:3875 Hallock Lane Ext., Mattituck, NY Good Afternoon: Rachael has asked that I reach out to you regarding the above-referenced property. We are looking to re-visit the Board of Trustees issue regarding the gazebo and stairs and would like to know how to proceed. I'm not sure if there is a contact there that we would be able to speak with or if we can set up a meeting regarding this matter and was hoping you would be able to assist. Thank you! Best, Please be sure to REPLY ALL when replying to any e-mail from our office. •ice. 'c ,: ,. ' wmo .davq/CPw.us Notice:Beware of fraudulent e-mails. Please be advised that I.will never send unsolicited wire instructions via e- mail communication. All wire instructions must be verified via phone. PLEASE LEAVE US A REVIEW: Google: https://gage/r/CZ7IJ2RUz4AgEBM/review Confidential Attorney/Client Privileged Material-The information contained in this message(including attachments),from the Davey Law,is protected by the Electronic Communications Privacy Act,18 U.S.C.Sections 2510-2521 and intended to be delivered?only to the named addressee(s)and may contain information that is confidential,proprietary,'attomey work-product,attomey-client privileged,or otherwise protected by court orders,statutes,Arid other provision of law.If this information is received by anyone other than the named addressee(s),the recipient should immediately notify',the sender by E-MAIIa andvy telephone(631- 830-0200)and obtain instructions as to the disposal of the transmitted material.In no event shall this material be read,used,copied,reproduce4 stored,or retained by anyone other than the named addressee(s),except with the express consent of the sender or the named addressee(s).If the information is accideritally'read by an unintended recipient,the information is not to be used in any way nor disclosed to any other party.EMAIL correspondence AT NO TIME shall constitute any binding agreement on behalf of any client. 2 30/23„7:18 AM Online Form Submittal:Town Code Complaint Form Reply all ® Delete Junk ••• X Online Form Submittal: Town Code Complaint Form noreply@civicplus.com Reply all N ss Sun 5/28,5:15 PM , �. Mirabelli, Melissa; Flatley, Martin; Baylinson, Lester; Bloom,Arthur; DeChance, Paul Inbox Action Items 4 1b .......................................................................................................................................... Town Code Complaint Form Please use this form to report alleged Town Code violations to Code Enforcement. Such violations include but are not limited to noise, transient rentals, property maintenance, zoning or other issues. Be thorough in describing your concern and provide as much information as you can to assist us in resolving this issue expeditiously. New York State Committee Freedom of Information Law on Open Government Violation Address: Street Number 3875 ( Street-Name Hallock-Lane ------- ------- --------- ------ Southold Town Hamlet Mattituck Closest Cross Street Sound Avenue Name of Owner/Tenant, if Field not completed. known. Brief Description of I live next door at 3755 Hallock Lane on a L.I. Sound bluff.The Complaint neighbors are clearing and chainsawing large trees and clearing all vegetation off the bluff, starting about 50' back from the bluff edge, continuing to the bluff edge, and continuing about 100'down the slope of the bluff.This is the house that built, without a permit, a stone staircase going down to the beach and a stone gazebo actual situated at the bluff edge, 2' from my property line when the side setback is 20'. https://webmail.town.southold.ny.us/owa/projection.aspx 113 3,7:18 AM Online Form Submittal:Town Code Complaint Form observe the violation? Have any previous No complaints been made? If yes,when was the last 5/28/2023 date submitted. Is the location of the Yes complaint occupied by the owner? Does this involve an alleged No transient rental? If yes,which site is the rental Field not completed. listed on (if known). If Other, then please list Field not completed. here. I affirm that all information Yes provided in this complaint is true and factual. Your First Name Theresa Your Last Name Dilworth Address 3755-Hallock-Lane ------ --------- ------ C!ty Mattituck State NY Zip 11952 Phone Number 631-599-0117 Email Address comtessetherese@hotmaii.com Would you like to be Yes contacted about the complaint? Today's Date 5/28/2023 By submitting this form, I affirm under penalty of perjury to the truth and accuracy of the statements contained herein. I understand that false statements made herein https://webmail.town.southold.ny.us/owa/projection.aspx 2/3 •Fi/30/23,,7:18 AM Online Form Submittal:Town Code Complaint Form i Email not displaying correctly?View it in your browser. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. https://webmail.town.southold.ny.us/owa/projection.aspx 3/3 a Trope Hillel 14 Hart PI Dix Hills, NY 11746 (aLt �- Hh�1T,at.ao q+,j ueg�tetg Si 9t O e3 iPul fctina.ii....ir• . �Ailaiaeoa`e�g8 .asseds.S.•t»a. LONG ISLAND SOUND e I s.- `Y e 1 cr+r cn �i ss t ,t gs 1 t�a�f, sOl/rVD AVEAVE SURVEYROPER7Y SHEET a,n ua TAX NAP ND, r---.� vzot aaa.sa wa woc ran roCa-UzHH-Or.cH-0060aa OIAflIL$P,9MMONS � S CAL I C E attaaw r ru aw opVm..w w,um m""=t-pO°` ��'r%` g .t vnul[ SOU A. land surveyin .waKrm.mjcroJlvrl J UATMUO.Q Zom, Of MOSD mjslandaorvey.com P:63I-967-2400 data utm m mirro t OOUNIY.NEW,4'tft W nr,2 vac2PIun-+-wwcccr VFruacc,ucuup-niyu«y, lva"Tc-«tyu11YJ Fife Edit View Toolbar Window Help a W1z ® a9 I ► ►I OV ur M 0 1 _ r �(473889 Southold Reactivated RISA . School: Mattituck Scho , Martino.Elise Roll Year. 2022J CUFF Yr 1 Family Res fWtrft Land AV: 4,800 prie 3875 Hallock Ln Land Size:3.30.acres Total AV: 26,200 Genei 2.1 Parcel 112.-1-8.4 Owner Tax Bill Mailing Address 3rd Party Address Bank ;! C7 History - - -— - - -— — _- -- Sc EI.-Li Assessment -Ci Spec Dist(s) '� I M Description ( 6 .....� Owner(s) d Images Cl Gis Last Name 1 Company: First Name: MI: Jr.,Sr.,etc: Li Site(1)Res IMaFtino } Elise St l7 123 Sale11/01 r22 Attention To 1 In Care Of: Additional Address: } C] -Site(1)Res I cc !Street No: Prefix Dir. Street!Rural Route: St Suffix: Post Dir. UnitName: Unit No: ;I g875 _ ,� Hallock Lane __J Ext Oi _ I P_ Po Box No: City/Town: State: Zip Code: 549 Mattituck � -NY li T 11952- Country:enter if not"USA" Bar Cd: 'Ownership:e.g.Life Use Owner Type: Owner's Primary Residence Ready - - - - - - - -- - - - - - --- - -- - - - - A Type hereto search . - .� i - f r, L 11Tr ►- 4 4b 14 t ! , ,�+' � ► +fir� � •. - ��1�: oil— ' oll ' r -+c'�'�� . •r Z� � ��� �i WT— f ' 4W. r v �7.wr. '-•. .41 Jr, Ike -fir, �' ♦ ' ` 1 14 7 Re.. to ft qp .01 fp J ah ' • ob r• , ` `,, ��` a ' • •�' ram, ���� � t.w' � t _�.• - _ , I�� ply'C �' ,+•"A•. y y !' ' - - '1..�- �� l.� ��fi. Ply`'����•'4 �� \ 1 d Wr do 26 :t — � �� �iy� ',� '.�r�ef.. �s`�,_,�-� .r `c`s` t�.�M '•'f.��j�/ � i � �.. r +�,k�.. :�°e`a 7 r - Ili !- C'1 wOwl, '�� '• � ,:far �`_• �, r'�c'S. ij kg i i� a i tk 04 Ar dg Ike It` I � l�'Y`fir rf �' . w,L�[ � ^�.' v •A� � �f _►, a � �� � • r� Zr bra Is r ,fy r i � w .rya "- � < .�•. �� �.��� ,nr j t, . • �, •.►,ram ,� .r.SJ4 . 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Y w y •7 �J'�, � ., �`n _ ` .;4� �w _1' .�J L`� ��•''��;fi `tom �`�,'h;, .✓w h r ..1f w• .+} aiAl i sue. oil d ' DiSalvo, Diane From: Rachael C. Davey <rachael@daveylaw.us> Sent: Wednesday, December 21, 2022 3:45 PM To: DiSalvo, Diane Subject: RE: 3875 Hallock Lane Ext. Received,thank you. Rachael C. Davey,Esq. DAVEY LAW P.C. Notice:Beware of fraudulent e-mails. Please be advised 220 Main Street that I will never send unsolicited wire instructions via e- Center Moriches,NY 11934 mail communication. 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From: DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Sent:Wednesday, December 21, 2022 11:01 AM To: Rachael C. Davey<rachael@daveylaw.us> Subject: FW: 3875 Hallock Lane Ext. From: DiSalvo, Diane Sent:Wednesday, December 21,2022 10:33 AM To: 'rachel@daveylaw.us'<rachel@daveylaw.us> Subject:3875 Hallock Lane Ext. In reply to your telephone call: Above property owner needs to apply for both a Wetland and Coastal Erosion permit for "as-built"gazebo and stairs. Fee will be$1,000.00. Application can be found on our Town website along with its instructions. We will require a survey that shows the Coastal Erosion Hazard line. T�Pn,e pisnLvo o f f'ce/Assistn wt 'SouthoLcl Town Trustees 1 DIL D (c,� C r��l�' Q V E August 29,2022 Via Regular Mail tb U Southold Town Hall Annex SEP — 1 2022 Board of Trustees 54375 Main Road Southold Town P.O. Box 1179 1 Board S1 Trustees Southold, NY 11971 Re: 3875 Hallock Lane Ext Trustee App. Dear Town of Southold: Please find enclosed is a check payable to Town of Southold in the amount of$300.00 representing payment in full for the Trustee Application for 3875 Hallock Lane Extension. Should you have any questions or concerns please feel free to contact our office. l Sincerely yours, Ashley Gironda '7 *A4LO C6jecK-#- 1007 Fib- .QD bAGK TD epua;noA/ DAVEY LAw P.C. 220 MAIN STREET,CENTER MORICHES,NY 11934 1 TELE FAx 631-830-0200 RACHAEL@DAVEYLAW.US IDIL September 13,2022 Via Regular Mail Southold Town Hall Annex Board of Trustees 54375 Main Road P.O. Box 1179 Southold, NY 11971 Re: 3875 Hallock Lane Ext Trustee App. Dear Town of Southold: Please find enclosed is a check payable to Town of Southold in the amount of$50.00 representing payment in full for the Trustee Application for 3875 Hallock Lane Extension. Also enclosed is a self-addressed envelope for the return of our$300 check that was sent August 9,2022 Should you have any questions or concerns please feel free to contact our office. rEP FIVE 19 2022 Sincerely yours, Southold Town Board of Trustees Ashley Gironda DAVEY LAw P.C. 220 MAIN STREET,CENTER MORICHES, NY 11934 TELE FAX 631-830-0200 RACHAEL@a DAVEYLAW.US Structural Assessment Report Gazebo 3875 Hallock Lane. Mattituck, New York August 17, 2022 Prepared For: Richard Martino 3875 Hallock-Lane Mattituck, NY 11952 AI-ALT Project No. 22106.00 OF NEy�,Y 5 PL. N O r Z c A 092159 9�FPSSIONP�' Prepared by: Alvin Tabar Ai-Alt Structural Engineering.PLLC Professional Engineer 1 d/b/a New York State License No.092153 Ai-Alt 25 Melville Park Road Suite 229H Melville, NY 11747 "" www.al-alt.com Structural Assessment Report-Gazebo P a g e AI-ALT File No. 22106.00 August 17,2022 Table of Contents 1. Executive Summary 1 2. Structural Background 2 3. Structural Conditions Assessment 3 4. Southold Town Code and 2020 Residential Code of New York State 7 5: Structural Requirements for the Legalization of the Existing Gazebo. 8 6. Summary of Recommendations 9 Appendix A—Wind,Snow and Seismic Loads A-1 www.ai-alt.com Structural Assessment Report-Gazebo Page 1 AI-ALT File No. 22106.00 August 17,2022 1. Executive Summary. The existing Gazebo structure is an installation associated with the one-family dwelling located at .3875 Hallock Lane, Mattituck, New York. It was constructed circa 2005 without obtaining a building permit from the Town of Southold,the Authority Having Jurisdiction (AHJ).The Gazebo is a one-story detached structure with a gross floor area of approximately 360 square feet, including the approximately 135 square feet of uncovered balcony space with protective railing overlooking the' Long Island Sound.The existing Gazebo floor with stone finish is elevated from the natural grade and is comprised of wood subflooring on wood joists and girders construction supported by 10"diameter concrete piers founded around 5 feet below the existing grade.The Gazebo has octagonal shape walls framed utilizing wood studs with plywood.sheathing.and clad with natural stone. It has large open windows.on six(6) sides with entry openings on the other two (2) opposing sides for,entry from the main pathway and for access to the balcony. Similarly, the structure has octagonal roof shape comprised of wood framing and sheathing that slope downward and covered with fiberglass shingles. The ceiling follows the profile of the roof and has stucco finish. Our visual observations did not reveal.any advance stage of deterioration or.sign of excessive distress to the structural members and the foundation of the existing Gazebo.The early sign of decay on the main girder supporting the balcony can be remedied to further the end-of-life stage of the existing Gazebo,if desired. Section 144-8 paragraph"c"of the Southold Town Code requires that accessory structure such as the Gazebo having gross floor area greater than 100 square feet shall require a building permit prior to commencing with the,installation work.We understand that the existing Gazebo structure with gross floor area of approximately 360 square feet was constructed without the necessary permit. On this regard,structural drawings to be prepared by a Professional Engineer registered in the State of New York shall be submitted.to the Town of Southold along.with other plans and documents required to bring the Gazebo to compliance with the mandates of governing codes. www.al-alt.com Structural Assessment Report-Gazebo P a g e t AI-ALT File No. 22106.00 August 17,2022 2. Structural Background 2.1.Description of the Structures The existing Gazebo has octagonal shape walls framed utilizing wood studs with plywood sheathing and clad with natural stone. It has large open windows on six (6) sides with entry openings on the other two(2)opposing sides for entry from the main pathway and for access to the balcony.Similarly, the structure has octagonal roof shape comprised of wood framing and sheathing that slope downward and covered with fiberglass shingles, see Photos 1 & 2. The ceiling follows the profile of the roof and has stucco finish,see Photos 3 &4. ti 1 Photo 1. Existing Gazebo Photo 2. Stone Cladding Photo 3. Interior Ceiling Photo 4.Stone Cladding The existing Gazebo floor with stone finish is elevated from the natural grade and is comprised of wood subflooring on W wood joists at 16"spacing and 4x6 plus 2x4 laminated girders,supported by 10" diameter concrete piers founded around 5 feet below the existing grade,see Photos 5 through 6. www.ai-alt.com Structural Assessment Report-Gazebo P a g e 3 AI-ALT File No. 22106.00 August 17, 2022 kv r — � r 41 Photo 5. Wood Girders and Pier Foundation Photo 6. Balcony Pier Foundation 3. Structural Conditions Assessment On the 111h of August 2022,Alvin Tabar, P.E., Principal of Ai-Alt visited the property to carry out non- destructive visual structural observation of the Gazebo. The scope of the observation was limited to the current structural conditions that were visible from accessible areas without performing any destructive probes or tests. 3.1.Existing Gazebo Structure 3.1.1.Main Frame The main structural frame of the existing Gazebo appears to be in good condition with only superficial cracks on the stucco finish observed at the entry from the main pathway,see Photo 7. No cracks in the stucco finish at the ceiling that can be observed by a naked eye during the site visit,see Photos 8 through 10. ,s 1 Photo 7. Cracks in Stucco Finish at Entry Photo 8. Stucco Finish at the Ceiling ® www.ai-alt.com Structural Assessment Report-Gazebo P a g e 4 AI-ALT File No. 22106.00 August 17, 2022 Photo 9. Stucco Finish at the Ceiling Photo 10.Stucco Finish at the Ceiling The are no significant cracks on the interior stucco finish observed during the site visit. This is indicative that no structural distress of the wood stud wall behind the the panel sheathing,see Photos 11 and 12. V. Photo 11. Interior Wall Stucco Finish Photo 12. Interior Wall Stucco Finish Similarly,the exterior stone veneer seemed to be in good order as observed during the site visit. The are no major cracks at the joints and appeared to be no repair work or rejointing performed since it was built almost two (2) decades ago, see Photos 13 and 14. www.ai-alt.com Structural Assessment Report-Gazebo P a g e 5 AI-ALT File No. 22106.00 August 17, 2022 R• " ___per y ` t -r` 7 1 Photo 13. Exterior Stone Cladding Photo 14. Exterior Stone Cladding The floor remains relatively flat, an indication that there are no excessive sagging of the supporting joists and girders below, see Photos 15 and 16. There is no significant vibration observed on the floor when "heel-drop tests" were performed. The heel-drop test was conducted by having an individual stand in a strategic location on the floor, raise his heels approximately two(2) inches and then drop them to generate an impact due to his own weight on the floor to induce structural vibrations. The low vibration amplitudes observed are positive indication of the relatively high stiffness of the existing floor construction. Photo 15. Stone Floor Finish Photo 16.Stone Floor Finish A degree of deterioration was observed at the edge girder that supports the balcony. This appears to be an early stage of natural wood decay or rotting of wood due to exposure weather, www.ai-alt.com Structural Assessment Report-Gazebo P a g e 6 AI-ALT File No. 22106.00 August 17, 2022 see Photos 17& 18. Replacing this part of the structure will further extend the-end-of-life point of the existing Gazebo. Other wood members have no sign of deterioration as observed from the underside of the floor,see Photos 19 and 20. Y' - r-, T Photo 17. Main Girder Support at Balcony Photo 18. Main Girder Support at Balcony 40 Photo 19.Joists and Girders Support Photo 20.Joists and Girders Support 3.1.2. Foundation The foundation is comprised of fourteen (14) cast-in-place concrete piers poured using Sonotube®, eight(8) of which are situated at corners of the above octagon walls. Whereas, four(4) are located at each corners of the three-sided balcony while the remaining two (2) piers are located at the center portion of the Gazebo supporting the main girder that traverses from east to west corners of the above octagon walls. There is no excessive differential settlement observed during the site visit,which suggests that there is no significant settlement of the installed piers all through these years since the original construction of the Gazebo. No major cracks or sign of failure are observed on the exposed portion of the piers,see Photos 21 and 24.This is an evidence that there is hardly any lateral movement of the structure due to past high wind and or seismic events. a a www.ai-alt.com Structural Assessment Report-Gazebo P a g e l AI-ALT File No. 22106.00 August 17, 2022 All Photo 21. Exposed Portion of Existing Piers Photo 22. Exposed Portion of Existing Piers �4VIt MOMMEnt AAA c, `r Photo 23. Exposed Portion of Existing Piers Photo 24. Exposed Portion of Existing Piers 4. Southold Town Code and 2020 Residential Code of New York State The provisions of the 2020 Residential Code of New York State(2020 RCNYS)govern the construction of accessory structure such as a gazebo in conjunction with the local Southold Town Code. Section 144-8 paragraph"c"of the Southold Town Code requires that accessory structure having gross floor area greater than 100 square feet shall require a building permit prior to commencing with the installation work. We understand that the existing Gazebo structure with approximately 360 square feet gross floor area was constructed without such permit. On this regard, to bring the Gazebo structure into compliance with the governing codes and standards,structural drawings prepared by a www.ai-alt.com Structural Assessment Report-Gazebo Page 8 AI-ALT File No. 22106.00 August 17,2022 Professional Engineer registered in the State of New York shall be submitted to the Authorities Having Jurisdiction (AHJ). The existing structural components shall be checked against the loadings in accordance with the "Minimum Design Loads for.Buildings and Other Structures" (ASCE 7-16) and other effective standards per 2020 RCNYS to justify its structural adequacy. 5. Structural Requirements for the Legalization of the Existing Gazebo Structural design calculations shall be prepared to substantiate the structural adequacy of the existing Gazebo structure.Any members found to be structurally inadequate shall-be remedied and enhanced to ensure their sufficiency to withstand the code required loadings. The Gazebo shall be checked against the following: 5.1.Basis of Design 5.1.1.Structural Design Criteria Codes and Standards a. "2020 Residential Code of New York State" b. "2020 Building Code of New York State" c. "Minimum Design Loads for Buildings and Other Structures" (ASCE.7-16) d. `Building Code Requirements for Structural Concrete" (ACI 318-14) e. "National Design Specifications (NDS)for Wood Construction"(NDS-2018) Live Loads: 40 psf except 60 psf at balcony Snow Loads a. Ground snow load, Pg: 25 psf b. Flat roof snow load, Pf: 20 psf c. Importance factor, Is: 0.8 d. Snow exposure factor,Ce: 0.9 e. Thermal factor,Ct: 1.2 f. Exposure B, Partially Exposed, Risk Category I Wind Loads a. Ultimate Design Wind Speed (V„it): 118 mph b. Nominal Design Wind Speed (Vasd): 92 mph c. Structural Risk Category: I d. Wind Importance Factor, Iw: 1.0 e. Wind Exposure: B f. Internal pressure coefficient: +/-0.18 www.ai-alt.com ,Structural Assessment Report-Gazebo Page 9 AI-ALT File No. 22106.00 August 17,2022 Seismic Loads a.. Site Class: D (Default—Stiff Soil) b. Risk Category: c. Seismic Design Category: B d. Occupancy Importance Factor, IE: 1.0 e. Design Spectral Response' Acceleration at Short Periods,Sos 0.187g Acceleration at 1-Second,SDI 0.079g Note:Seismic Design Need not be considered per Section R301.2.2 of 2020 RCNYS. 6. . Summary of Recommendations To comply with the requirements of the Southold Town,Code and the 2020 RCNYS for this project, the following scope of work shall be carried out: a. Perform structural analysis and design of the as-built Gazebo structure to demonstrate structural,adequacy of its structural components to withstand the code required loadings. Prepare reriediation details to enhance the capacities of insufficient members,if any. b. Prepare final structural drawings representing the as-built,condition of the Gazebo and the enhancement work,if required,which are sufficiently complete and understandable to be submitted for approval to the appropriate reviewing agencies.. www.ai-alt.com Structural Assessment Report-Gazebo Appendix A-1 AI-ALT File No.22106.00 August 17,2022 Appendix A—Wind,Snow and Seismic Loads www.ai-alt.com A This is a beta release of the new ATC Hazards by Location website.Please contact us with feedback. ® The ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why, 8TCHazards by Location Search Information Address: 3875 Hallock Ln,Mattituck,NY 11952,USA �t,!.d — Bridgeport 121 ft sr o Coordinates: 40.9955445,-72.5859632 �a W Montauk Elevation: 121 ft ' 0 R;verhe Timestam p: 2022-08-17T19:38:53.357Z Hazard Type: Wind Long Island e Map data 02022 Google ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year 76 mph MRI 10-Year 79 mph ASCE 7-05 Wind Speed A 120 mph You are,n a wind-borne debris region. MRI25-Year 86 mph MRI25-Year 89 mph MRI 50-Year 98 mph MRI50-Year 99 mph MRI 100-Year 105 mph MRI 100-Year 109 mph Risk Category 1 118 mph Risk Category I 124 mph Risk Category II 127 mph Risk Category II A 134 mph You are in a wind-borne debris region if you are Risk Category III A 136 mph also within 1 mile of the coastal mean high water If the structure under consideration is a healthcare line, facility and you are also within 1 mile of the coastal mean high water line,you are in a wind-borne debris Risk Category III-IV A 144 mph region.If other occupancy,use the Risk Category II basic wind speed contours to determine if you are in h the structure under consideration is a a wind-borne debris region. healthcare facility and you are also within 1 mile of the coastal mean high water line,you are in a wind-borne debris region.If other occupancy, Risk Category IV A 141 mph use the Risk Category II basic wind speed You are in a wind-borne debris region. contours to determine if you are in a wind-borne debris region. The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer.Per ASCE 7,islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area—in some cases,this website will extrapolate past the last wind speed contour and therefore,provide a wind speed that is slightly higher.NOTE:For queries near wind-borne debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. A This is a beta release of the new ATC Hazards by Location website.Please contact us with feedback. ® The ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why. 8TCHazards by Location -r_ --_r.r.eo.•—ems ern. _.. _ Search Information New Haven Address: 3875 Hallock Ln,Mattituck,NY 11952,USA 9='_ �►!► i Bridgepat 121 ft x►.•. . Coordinates: 40.9955445,-72.5859632 Stamford 0 Elevation: 121 ft Riv Timestamp: 2022-08-17T19:53:14.781Z _} w Hazard Type: Snow k Long Island Go gle Map data C2022 Google ASCE 7-16 ASCE 7-10 ASCE 7-05 Ground Snow Load 25 Ib/sgft Ground Snow Load 25 Ib/sqft Ground Snow Load 25 Ib/sgft The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22.Find_out why. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. A This is a beta release of the new ATC Hazards by Location website.Please contact us with feedback. 8 The ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why. L1TCHazards by Location Search Information -l'-wM ��' +. ���! �' ' .{�r New Haven Address: 3875 Hallock Ln,Mattituck,NY 11952,USA Bridge 121 f< Coordinates: 40.9955445,-72.5859632 Stamford all Elevation: 121 ft r Timestamp: 2022-08-17T19:53:41.574Z , �+ Hazard Type: Seismic * Long Island Reference Document: ASCE7-16 fGO*.�912 A Map data®2022 Google Risk Category: I Site Class: D MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 0.25 0.15 0.20 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) Basic Parameters Name Value Description SS 0.175 MCER ground motion(period=0.2s) St 0.05 MCER ground motion(period=l.Os) SMS 0.28 Site-modified spectral acceleration value SMt 0.119 Site-modified spectral acceleration value SDS 0.187 Numeric seismic design value at 0.2s SA SDI 0.079 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC B Seismic design category Fe 1.6 Site amplification factor at 0.2s Fv 2.4 Site amplification factor at 1.0s CRS 0,941 Coefficient of risk(0.2s) CRt 0.925 Coefficient of risk(1.0s) PGA 0.095 MCER peak ground acceleration FpGA 1.6 Site amplification factor at PGA PGAM 0.152 Site modified peak ground acceleration TL 6 Long-period transition period(s) SsRT 0.175 Probabilistic risk-targeted ground motion(0.2s) SsUH 0.186 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1 RT 0.05 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.054 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1 D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.5 Factored deterministic acceleration value(PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why. Disclaimer Hazard loads are provided by the U.S.Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not Intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. G"eiin Goldsmith,President ��p��Su OG'l Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 CO Eric\Sepenoski P:O.Box 1179 Liz Gillooly �y • O�� Southold,NY 11971 Elizabeth Peeples � �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: Rachel Davey, Esq. on behalf of ELISE MARTINO requests a Pre-Submission Inspection to discuss the existing as-built stone gazebo with patio area. Located: 3875 Hallock Lane, Mattituck. SCTM# 1000-112-1-8.4 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples . D - L August 24, 2022 AUG 2 9 2022 UU Via Hand Delivery Town of Southold Board of Trustees Board fTrust n Bard of Trustees 54375 NY-25 Southold,NY 11971 Re: Martino Residence—3875 Hallock Lane,Mattituck,NY 11952 Application for Administrative Wetland Permit Dear Board of Trustees: Please find enclosed Application for Administrative Wetland Permit in accordance with the above- referenced property. Also included for your ready reference is a Structural Assessment Report, containing various photographs of the existing structure. We are submitting the application for the-gazebo on the premises. We have discussed the issue with Town Attorney John Burke on prior occasions as it is very complex and convoluted due to the pending litigation to legalize the gazebo. Additionally, we believe that the DEC has directed that the gazebo is to remain'in'place and not to be touched. My client has on his own volition has obtained an architectural report (enclosed herein) stating that the bluff has not been disturbed due to the gazebo to date. Accordingly, we submit the instant application, but we request a meeting be held with the Town Attorney and Head of.Trustees to discuss the issues herein.prior to the Board's consideration_of our instant application. Kindly contact us at the number listed hereinbelow to schedule a time convenient for all parties. Sincerely yours, Rachael C. ey, Esq. DAVEY LAW P.C. 220 MAIN STREET,CENTER MORICHES,NY 11934 1 TELEX FAX 631-830-0200 RACHAEL@DAVEYLAW.US ` � r Ll WWL t V _ 5 N AN I It + f �• 41 A. !� �.�.� ram .. � _`......, 4. `.. � � ! ��_.• �' , � �` + �'� � r � 1 r ) , a 1\ BOARD MEMBERS �;a>.so Uj Southold Town Hall Leslie Kanes Weisman,Chairperson �'� 53095 Main Road-P.O.Box 1179 Southold,NY 1 1 97 1-0959 Patricia Actmpora 4 Office Location: Eric Dantes G e Town Annex/First Hoor, Robert Lehnert,Jr. 'O y0 54375 Main Road(at Youngs Avenue) Nicholas Planamento l�e�!! Southold.NY 11971 hitp://soultiol(lt6%%,nny.gov ZONING BOARD OF APPEALS TOWN OF SOUTtIOLD Tel.(631)765-.1809•Fax(631)765-9064 July 6,2022 Richard Martino 24 Inlet Road East - - - - — -- Southampton,NY 11,968 RE: Martino-Zoning Board'of Appeals Application received June 24,2022 Premises:3875 Hallock Lane,Mattituck SUM No. 1000-112-1-8.4 Dear Mr.Martino; The Zoning Board of Appeals has reviewed.your submission for variance relief for the above referenced properties seeking to legalize"as built"accessory structures. It is the custom and practice of the ZBA and the Board of Trustees that when both agencies n,and part of that application involves proposed have concurrent jurisdiction over an applicatio or existing construction in a Coastal Erosion H er and then submits an appl►et that le applicant seeks ati n to the ZBA approval from the Board of Truste According to the survey that you provided,and the Notice of Disapproval dated May 6,2022, the"as built"construction is located 1.4 feet landward of the Top of the Bluff,and seaward of the Coastal Erosion Hazard line. The Town Code requires that all structures.be setback no less than 100 feet landward from the top of the bluff. Based upon the aforementioned documents;the Zoning Board of Appeals Chairperson requests that your client submit an application for a wetlands permit to the Town Trustees for their determination,prior to our scheduling a hearing. A memorandum has been forwarded to the Board of Trustees affirming this request. Please do not hesitate to contact this office with any questions or concerns. Sincerely, Kim E. Fuentes Board Assistant cc: John Burke,Acting Town Attorney Mark Terry,LWRP Coordinator Glenn Goldsmith,Town Trustee D ECEIVE AUG 2 9 2022 Structural Assessment Report Southold Town Gazebo Board of Trustees 3875 Hallock Lane Mattituck, New York August 17, 2022 Prepared For: Richard Martino 3875 Hallock Lane Mattituck, NY 11952 AI-ALT Project No. 22106.00 5 N � Q 9 O Z cc A 09215`� 9�FESSIONP�, Prepared by: Alvin Tabar Ai-Alt Structural Engineering PLLC Professional Engineer d/b/a New York State License No.092153 Ai-Alt 25 Melville Park Road Suite 229H Melville, NY 11747 www.al-alt.com `1 Structural Assessment Report-Gazebo P a g e AI-ALT File No. 22106.00 August 17,2022 Table of Contents 1. Executive Summary 1 2. Structural Background 2 3. Structural Conditions Assessment 3 4. Southold Town Code and 2020 Residential Code of New York State 7 S. Structural Requirements for the Legalization of the Existing Gazebo 8 6. Summary of Recommendations 9 Appendix A—Wind,Snow and Seismic Loads A-1 www.al-alt.com Glenn Goldsmith,President fFQl/;- Town Hall Annex f l 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski tiC Southold,New York 11971 Liz Gillooly f A Telephone(631) 765-1892 Elizabeth Peeples .+d Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion.Permit Application Wetland Permit Application x Administrative Permit Amendment/Transfer/Extension Received Application: Received Fee: $ Completed Application: Incomplete: SEQRA Classification: Type I Type 11 Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): , 6 C E ' V E LWRP Consistency Assessment Form Sent: CAC Referral Sent: Date of Inspection: AUG 2 9 2022 Receipt of CAC Report: Technical Review: Public Hearing Held: Southold Town Resolution: Board of Trustees Owner(s) Legal Name of Property (as shown on Deed):.__�Z_L.�f9A6{7lfl lise Martino Mailing Address: PO Box 549,Mattituck,NY 11952 9 Phone Number: 516-621-7124 Suffolk County Tax Map Number: 1000 - 112.00-01.00-008.004 Property Location: 3875 Hallock Lane, Mattituck (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): o l.i ,C Mailing Address: OY4A Phone Number: K- C10` >06 Email: Board of Trustees Application GENERAL DATA Land Area(in square feet): Area Zoning: -�Q Previous use of property: Residential Intended use of property: Residential Covenants and Restrictions on property? Yes 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? x Yes 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: AgencyDate No prior permits/approvals for site improvements. 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): Legalization of as built Gazebo Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: A lQ no(M(Lk + " iuun 1a" ©pwa,- m or `s ronne Ao�xl� CA C C�pm j;� ca nuf bNL eve �r�uc � Area of wetlands on lot: square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: L feet Closest distance between nearest proposed structure and upland edge of wetlands: _feet Does the project involve excavation or filling? /1 No Yes If yes,how much material will be excavated? R cubic yards How much material will be filled? 0 t rA cubic yards Depth of which material will be removed or deposited: A feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: �S_WM) Q��-lJ1�C.J 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): 617.20 Appendix B Short Environmental Assessment Form Instructions for CompletinLl Part l -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 1 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 Name of Action or Project: I ED- Project Location(describe,and attach a location map): /� �y� rI / � QU Brief Description of Proposed Action: tu Name of Applicant or Sponsor: Telephone: — �Q -Mail: �& �, Address: ^"" u,ty/pu: State: Zip Code: ,nn+�1' 1� i 3N 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: ❑ 3.a.Total acreage of the site of the proposed action? 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. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban El Rural(non-agriculture) [—]Industrial ❑Commercial 19rResidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 I 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? XI— ❑ ❑ b.Consistent with the adopted comprehensive plan? 11:1 _❑ 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: Mi ❑ 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? F711 ❑ 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: M EJ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: U I N X ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: C_11 � ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? lm" ❑ 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? El 01 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: 1l 1-1 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline El Forest ❑Agricultural/grasslands ❑Early mid-successional L9 Wetland ❑Urban ❑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 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ ,1 ❑ a.Will storm water discharges flow to adjacent properties? ❑NO YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO MYES 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: 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: � ❑ 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 ACCURATE TO THE BEST OF MY KNOW GE COLON Appliea ns e: L� �-�1/�LON Date:___ ON 697 it 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"}-lave 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? El 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? � I ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the M ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or j� ❑ 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 ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ a.public/private water supplies? 91 b.public/private wastewater treatment utilities? Syl 4y ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, V1 ❑ 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? 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 �1 isle aNIO 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. Y' AA , It' -i;i;R�A Signal re of Pro erty Owner Signature of Property Owner SWORN TO BEFORE ME THIS _DAY OF ` , 20 RACHAEL C DAVEY NOTARY PUBLIC,STATE OF NEW YORK Registration No.02DA6272322 Qualified In Suffolk County, of P Commission Expires December 3.2024 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, isz r I al sl'l o owners of the property identified as SCTM# 1000- 60-01,CC). C121C OY in the town of c��l JV 1 1 UJ� New York,hereby authorizes_ to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. I Proye-KNnIr'Irsignature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF , 20�� RACHAEL C DAVEY NOTARY PUBLIC,STATE OF NEW YORK Registration No.02DA6272322 ka, I — Qualified in Suffolk Courriy y Publ Commission Expires December 3 2024 1 APPLICANT/AGENT/REPRESENTATIVE 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 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: , AQgj I �/r ►`^x-' (Last name,ffrst name,middle 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 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 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 orbeneficial 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 Or RELATIONSHIP Submitted this 20 'Da- Signature Print Name Form TS I r APPLICANT/AGENT/REPRESEN!rATIVF TRANSACTIONAL DISCLOSURE FORM TheToym f outhold s Code of Ethies obibits conflicts of interest on the part of town officers and employees.The pumose pf this form is to provide information which can alert the town of possible conflicts a[tntemst and allow�t to tnke whatever action is necessary to avoid—same. YOUR NAME: 1 t 6\,10, EJ�S& (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 thb 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 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 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 br position of that person r 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(whets the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP � hA — - a` T�v U Submitted t ' ` � y 206 o Signature Print Name Z]LSe MO(;H f)Q Form TS I 1 1 ..r., Glenn Goldsmith,President �a� SOUPy� Town Hall Annex� 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 lyC BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD OTHER STATE AGENCIES YOU MIGHT HAVE TO APPLY TO N.Y.S. Dept. of Environmental Conservation (DEC) SUNY at Stony Brook 50 Circle Road Stony Brook, NY 11790-3409 (631) 444-0355 Wednesday & Friday only during the hours of 8:30a.m. -- Noon & 1 p.m. —3p.m. Email: r1dep -gw.dec.state.ny.us Suffolk County Dept. of Health Services Office of Wastewater Management 360 Yaphank Avenue, Suite 2C Yaphank, NY 11980 (631) 852-5700 Email: WWMPsuffolkcountyny.gov U.S. Army Corps. of Engineers, N.Y. District Attn: Regulatory Branch 26 Federal Plaza, Room 1937 New York, NY 10278-0090 (917) 790-8511 Website for applications & helpful information: http://www.nan.usace.army.mil/Missions/Regulatory.aspx N.Y.S. Department of State Division of Coastal Resources Consistency Review Unit One Commerce Plaza 99 Washington Ave, Suite 1010 Albany, NY 12231-00001 (518) 474-6000 Website: www.nyswaterfronts.com Structural Assessment Report-Gazebo Page 1 AI-ALT File No. 22106.00 August 17,2022 1. Executive Summary The existing Gazebo structure is an installation associated with the one-family dwelling located at 3875 Hallock Lane, Mattituck, New York. It was constructed circa 2005 without obtaining a building permit from the Town of Southold,the Authority Having Jurisdiction(AHJ).The Gazebo is a one-story detached structure with a gross floor area of approximately 360 square feet, including the approximately 135 square feet of uncovered balcony space with protective railing overlooking the Long Island Sound.The existing Gazebo floor with stone finish is elevated from the natural grade and is comprised of wood subflooring on wood joists and girders construction supported by 10"diameter concrete piers founded around 5 feet below the existing grade.The Gazebo has octagonal shape walls framed utilizing wood studs with plywood sheathing and clad with natural stone. It has large open windows on six(6)sides with entry openings on the other two (2) opposing sides for entry from the main pathway and for access to the balcony. Similarly, the structure has octagonal roof shape comprised of wood framing and sheathing that slope downward and covered with fiberglass shingles. The ceiling follows the profile of the roof and has stucco finish. Our visual observations did not reveal any advance stage of deterioration or sign of excessive distress to the structural members and the foundation of the existing Gazebo.The early sign of decay on the main girder supporting the balcony can be remedied to further the end-of-life stage of the existing Gazebo, if desired. Section 144-8 paragraph"c"of the Southold Town Code requires that accessory structure such as the Gazebo having gross floor area greater than 100 square feet shall require a building permit prior to commencing with the installation work.We understand that the existing Gazebo structure with gross floor area of approximately 360 square feet was constructed without the necessary permit. On this regard,structural drawings to be prepared by a Professional Engineer registered in the State of New York shall be submitted to the Town of Southold along with other plans and documents required to bring the Gazebo to compliance with the mandates of governing codes. www.ai-alt.com Structural Assessment Report-Gazebo Page 3 AI-ALT File No. 22106.00 August 17,2022 7-Y Photo 5.Wood Girders and Pier Foundation Photo 6. Balcony Pier Foundation 3. Structural Conditions Assessment On the 11th of August 2022,Alvin Tabar, P.E., Principal of Ai-Alt visited the property to carry out non- destructive visual structural observation of the Gazebo.The scope of the observation was limited to the current structural conditions that were visible from accessible areas without performing any destructive probes or tests. 3.1.Existing;Gazebo Structure 3.1.1.Main Frame The main structural frame of the existing Gazebo appears to be in good condition with only superficial cracks on the stucco finish observed at the entry from the main pathway,see Photo 7. No cracks in the stucco finish at the ceiling that can be observed by a naked eye during the site visit,see Photos 8 through 10. 1'. Photo 7.Cracks in Stucco Finish at Entry Photo 8.Stucco Finish at the Ceiling www.ai-alt.com Structural Assessment Report-Gazebo Page 4 AI-ALT File No. 22106.00 August 1.7,2022 Photo 9.Stucco Finish at the Ceiling Photo 10.Stucco Finish at the Ceiling The are no significant cracks on the interior stucco finish observed during the site visit.This is indicative that no structural distress of the wood stud wall behind the the panel sheathing,see Photos 11 and 12. i- Photo 11. Interior Wall Stucco Finish Photo 12. Interior Wall Stucco Finish Similarly,the exterior stone veneer seemed to be in good order as observed during the site visit. The are no major cracks at the joints and appeared to be no repair work or rejointing performed since it was built almost two(2)decades ago,see Photos 13 and 14. www.ai-alt.com Structural Assessment Report-Gazebo Page 5 AI-ALT File No.22106.00 August 17,2022 - OV P. <. f�ltiri tti •tom! s+,yy_i..� '+ '� ,aC4�: '! _ '�,�^ Photo 13. Exterior Stone Cladding Photo 14. Exterior Stone Cladding The floor remains relatively flat, an indication that there are no excessive sagging of the supporting joists and girders below, see Photos 15 and 16. There is no significant vibration observed on the floor when "heel-drop tests" were performed. The heel-drop test was conducted by having an individual stand in a strategic location on the floor, raise his heels approximately two(2) inches and then drop them to generate an impact due to his own weight on the floor to induce structural vibrations. The low vibration amplitudes observed are positive indication of the relatively high stiffness of the existing floor construction. t Photo 15.Stone Floor Finish Photo 16.Stone Floor Finish A degree of deterioration was observed at the edge girder that supports the balcony. This appears to be an early stage of natural wood decay or rotting of wood due to exposure weather, www.ai-alt.com Structural Assessment Report-Gazebo P age 6 AI-ALT File No. 22106.00 August 17,2022 see Photos 17&18. Replacing this part of the structure will further extend the-end-of-life point of the existing Gazebo. Other wood members have no sign of deterioration as observed from the underside of the floor,see Photos 19 and 20. ZC `Ll.• y _•A -are, ��'..,,,f,;:�i w���.is�;.� ,'•:r'i. ,.. , � ,.' !l_ Photo 17. Main Girder Support at Balcony Photo 18. Main Girder Support at Balcony ,s9 .�'Lf� @''n''-.\ sic•' ..- 3 •4 $ri' if',4• ,,_�� A Lr•4, `'+'off_;(, a�.{ .i':'' ,c:;'_ �:'f+^�,^`''iys'a�W _ Photo 19.Joists and Girders Support Photo 20.Joists and Girders Support 3.1.2. Foundation The foundation is comprised of fourteen (14) cast-in-place concrete piers poured using Sonotube®, eight(8)of which are situated at corners of the above octagon walls.Whereas, four(4) are located at each corners of the three-sided balcony while the remaining two (2) piers are located at the center portion of the Gazebo supporting the main girder that traverses from east to west corners of the above octagon walls. There is no excessive differential settlement observed during the site visit,which suggests that there is no significant settlement of the installed piers all through these years since the original construction of the Gazebo.No major cracks or sign of failure are observed on the exposed portion of the piers,see Photos 21 and 24.This is an evidence that there is hardly any lateral movement of the structure due to past high wind and or seismic events. www.ai-alt.com Structural Assessment Report-Gazebo P age 7 AI-ALT File No.22106.00 August 17,2022 i - j Photo 21. Exposed Portion of Existing Piers Photo 22. Exposed Portion of Existing Piers LM i J zf Photo 23. Exposed Portion of Existing Piers Photo 24. Exposed Portion of Existing Piers 4. Southold Town Code and 2020 Residential Code of New York State The provisions of the 2020 Residential Code of New York State(2020 RCNYS)govern the construction of accessory structure such as a gazebo in conjunction with the local Southold Town Code. Section 144-8 paragraph"c"of the Southold Town Code requires that accessory structure having gross floor area greater than 100 square feet shall require a building permit prior to commencing with the installation work. We understand that the existing Gazebo structure with approximately 360 square feet gross floor area was constructed without such permit. On this regard, to bring the Gazebo structure into compliance with the governing codes and standards,structural drawings prepared by a • www.ai-alt.com Structural Assessment Report-Gazebo Page 8 AI-ALT File No. 22106.00 August 17,2022 Professional Engineer registered in the State of New York shall be submitted to the Authorities Having Jurisdiction (AHJ). The existing structural components shall be checked against the loadings in accordance with the "Minimum Design Loads for Buildings and Other Structures" (ASCE 7-16) and other effective standards per 2020 RCNYS to justify its structural adequacy. S. Structural Requirements for the Legalization of the Existing Gazebo Structural design calculations shall be prepared to substantiate the structural adequacy of the existing Gazebo structure.Any members found to be structurally inadequate shall be remedied and enhanced to ensure their sufficiency to withstand the code required loadings. The Gazebo shall be checked against the following: 5.1.Basis of Design 5.1.1.Structural Design Criteria Codes and Standards a. "2020 Residential Code of New York State" b. "2020 Building Code of New York State" c. "Minimum Design Loads for Buildings and Other Structures" (ASCE 7-16) d. "Building Code Requirements for Structural Concrete" (ACI 318-14) e. "National Design Specifications (NDS)for Wood Construction"(NDS-2018) Live Loads: 40 psf except 60 psf at balcony Snow Loads a. Ground snow load, Pg: 25 psf b. Flat roof snow load, Pf: 20 psf c. Importance factor, Is: 0.8 d. Snow exposure factor,Ce: 0.9 e. Thermal factor,Ct: 1.2 f. Exposure B, Partially Exposed, Risk Category I Wind Loads a. Ultimate Design Wind Speed (V,,,t): 118 mph b. Nominal Design Wind Speed (Vasd): 92 mph c. Structural Risk Category: d. Wind Importance Factor, IH,: 1.0 e. Wind Exposure: B f. Internal pressure coefficient: +/-0.18 www.ai-alt.com Structural Assessment Report-Gazebo Page 9 AI-ALT File No. 22106.00 August 17,2022 Seismic Loads a. Site Class: D (Default—Stiff Soil) b. Risk Category: I c. Seismic Design Category: B d. Occupancy Importance Factor, IE: 1.0 e. Design Spectral Response Acceleration at Short Periods,SDs 0.187g Acceleration at 1-Second,SDI 0.079g Note:Seismic Design Need not be considered per Section R301.2.2 of 2020 RCNYS. 6. Summary of Recommendations To comply with the requirements of the Southold Town Code and the 2020 RCNYS for this project, the following scope of work shall be carried out: a. Perform structural analysis and design of the as-built Gazebo structure to demonstrate structural adequacy of its structural components to withstand the code required loadings. Prepare remediation details to enhance the capacities of insufficient members,.if any. b. Prepare final structural drawings representing the as-built condition of the Gazebo and the enhancement work, if required,which are sufficiently complete and understandable to be submitted for approval to the appropriate reviewing agencies. www.ai-alt.com Structural Assessment Report-Gazebo Appendix A-1 AI-ALT File No. 22106.00 August 17,2022 Appendix A—Wind,Snow and Seismic Loads www.ai-alt.com A This is a beta release of the new ATC Hazards by Location website.Please contact us with feedback. © The ATC Hazards by Location website will not be updated to support ASCE 7-22,Find out why. OTCHazards by Location ,.,,'`..;_.e.-'"r't.�"`-:^"...,h-x;r'?.• _" tr7�';-.s-.s—r;- -`n::,".C'��'•"f�. - _`:=�,.�f Search Information4 W'New:H . - �s�n'�ts:..�r�;,' ;�`;ur �;.r: o ,�.t�i�}•u.�4 nNew�Land'.. Address: 3875 Hallock Ln,Mattituck,NY 11952,USA ' i{t3ridgJP°rt4. Coordinates: 40.9955445,-72.5859632 % aS4amtor4s _ 'M_ontauk{' Elevation. 121 ft �;,_. `. :{„t. irfie r• Timestamp: 2022-08-17T19:38:53.357Z ^fir .+n{ Long1slanii Hazard Type: Wind _-ter....__'__ '...,_..,.;Map data 02022 Google ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10 Year 76 mph MRI 10-Year 79 mph ASCE 7-05 Wind Speed A 120 mph You are in a wind-borne debris region. MRI 25-Year _ 86 mph MRI 25 Year . 89 mph MRI50-Year 98 mph MRI50-Year 99 mph MRI100-Year 105 mph MR1100-Year 109 mph Risk Category 1 118 mph Risk Category 1 124 mph Risk Category II 127 mph Risk Category II A 134 mph You are in a wind-borne debris region if you are Risk Category III A 136 mph also within 1 mile of the coastal mean high water If the structure under consideration is a healthcare line. facility and you are also within 1 mile of the coastal mean high water line,you are in a wind-borne debris Risk Category III-IV A 144 mph region.If other occupancy,use the Risk Category II basic wind speed contours to determine if you are in h the structure under consideration is a a wind-borne debris region. healthcare facility and you are also within 1 mile of the coastal mean high water line,you are in a Wind-borne debris region.If other occupancy, Risk Category IV A 141 mph use the Risk Category 11 basic wind speed You are in a wind-borne debris region. contours to determine if you are in a wind-borne debris region. The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer.Per ASCE 7,islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area—in some cases,this website will extrapolate past the last wind speed contour and therefore,provide a wind speed that is slightly higher.NOTE:For queries near wind-borne debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. i A This is a beta release of the new ATC Hazards by Location website.Please contact us with feedback. 8 The ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why, L1TC Hazards by Location Search Information 't 1r,,f<. i•!;.,. ; NOWHa�' ven .9 � 4. e '7N�':'%F';",A,r,''e•"'�`'iti'f�\ .: :.1'4'.i..^�:.:m�.,.`-.r%L�^,-;^_. �r' Address: 3875 Hallock Ln,Mattituck,NY 11952,USA Coordinates: 40.9955445,-72.5859632 S' - •''' + ,'�y.ra r Stamforda o auk Elevation: 121 ft %'-"._ ;o�r _ s 'Riv ea Timestamp: 2022-08-17T19:53:14.781Z '•� �- `' ' _:- �-�,� ..: •_ �.:jt:;'�5.i.. --<�t•'. ram. F° �,..,,'•yS,_.."-",l.ong�lslanil'r`'"-.�`_'�'.' . Hazard Type: Snow =",r `. ,�, r .• :.r� ref 'Map data©2022 Google ASCE 7-16 ASCE 7-10 ASCE 7-05 Ground Snow Load 25 Ib/sqft Ground Snow Load 25 Ib/sqft Ground Snow Load 25 Ib/sgft The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why_ Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. I I / A This is a beta release of the new ATC Hazards by Location website.Please contact us with feedback. 8 The ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why-. OTC Hazards by Location Search Informationy,A.:_ o i�')*'"�'.�t a`41_` Al, \,a .NewlLandon`'e u .'. Address: 3875 Hallock Ln,Mattituck,NY 11952,USA r'Y r port, ` s 121 ftI....,r.: Coordinates: 40.9955445,-72.5859632a - � •o , -, ,:ter" ." ;,. ;� ,,y-,;'r :.'Montauki�. � ��',.. Elevation: 121 ft Timestamp: 2022-08-17T19:53:41.574Z -•1i'origylslan8 Hazard Type: Seismic ti' '.T' �'.:.,.r..�•. STY.. „i .... .•.. �.�" r',•... _ Reference Document: ASCE7-16 Go�ogle `' _�_ ^may Y �rxxM data @2022 Google Risk Category: I Site Class: D MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 0.25 0.15 0.20 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) Basic Parameters Name Value Description SS 0.175 MCER ground motion(period=0.2s) St 0.05 MCER ground motion(period=1.Os) SMs 0.28 Site-modified spectral acceleration value SMt 0.119 Site-modified spectral acceleration value SDS 0.187 Numeric seismic design value at 0.2s SA SDt 0.079 Numeric seismic design value at 1.0s SA -Additional Information Name Value Description SDC B Seismic design category Fa 1.6 Site amplification factor at 0.2s Fv 2.4 Site amplification factor at 1.Os CRS 0.941 Coefficient of risk(0.2s) CRt 0.925 Coefficient of risk(1.0s) PGA 0.095 MCEG peak ground acceleration FpGA 1.6 Site amplification factor at PGA PGAM 0.152 Site modified peak ground acceleration TL 6 Long-period transition period(s) SsRT 0.175 Probabilistic risk-targeted ground motion(0.2s) SsUH 0.186 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1RT 0.05 Probabilistic risk-targeted ground motion(1.0s) S1UH 0.054 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.5 Factored deterministic acceleration value(PGA) The results indicated here DO NOT reflect any state orlocal amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why. Disclaimer Hazard loads are provided by the U.S.Geological Survey Seismic Deslgn Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. 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