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HomeMy WebLinkAboutTR-10385 Glenn Goldsmith,President 1�f S®��� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ��® P.O. Box 1179 Eric Sepenoski E 96 Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 � r '00UNv 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 % constructed When project complete, call for compliance inspection; -h;,,°-•rbe>4•'• 'v: :"R;jie''-i-p,.,"°! Yt - "-i'+A-'-��,.�-'f'. ,<i'.a•-'i:'SC'::.,'`:, a%a'q 4'-� ti'r �,:�;gtit''�'e'dt'i+:'�.,.. - :�e'^p•9Fp''3:. . 4t.y".6`�q@+�' [os: •,.• �- a Ay 4f Vii.. f p P�r,.' :,s � 4f� ta^aay 9°•a�0: „qm qr _ as � °6!••. 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Juliet balcony with steps toground; install a 270s ft. conCrete e'f y slab with 60 linear feet of enclosure fencing around slab; install a new I/A septic system along the side of dwelling; install a new generator, a/c condensing units, and buried propane tank; install a new potable well; install a new driveway; install gutters to leaders to drywells to contain roof runoff and driveway drainage; 65 linear feet-of existing northern retaining wall to remain; 50sq.ft. of existing northern steps ' r �! to remain; construct a 48 linear foot long retaining wall from steps to dwelling; construct a 30 linear foot aAbaa< long retaining wall in north to south direction at 4' in height, and a southern retaining wall along _ ,�ar 4 southern property line at 148 linear feet long varying 2'-6' in height for proposed I/A sanitary system; a4a:u Vb�%• ",qqq ti install screening vegetation for the face of the northerly and southerly,retaining walls; approximately ' . 1,697cubic yards of fill will be removed for the construction of the dwelling which will be built into the j ,.•.- $,!&3 existing topography on the site with 848 cubic yards of fill to be relcicated_on the west side of dwelling to �h q allow for driveway and parking area; remove one tree on the landward side of the proposed dwelling and _ `- plant two trees on the property; and to install and perpetually maintain a 15' wide non-turf buffer along 4' the top,crest of the bluff with a 4' wide access path; with the condition of a two to one native hardwood tree replacement and that the seaward side deck is to be an open deck with no enclosures above or below; ,,--- :`� and as depicted on the revised site plan prepared by Mark Schwartz& Associates Architect, dated May +"y 22,2023,and stamped approved on May 24,2023. , ?� i IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and + . these presents to be subscribed by a majority of the said Board.as of the day and year first above written. as .k .oq,a•`Sy OguFFQ�,�-�o/- __`��_ , � ^,Z�_�'0§,'��• `�; r: a` § mob • , =.1 p /�9.lA.d,WTJ�.'.uCiCiA1.�i.L�,'n,11'ti'FS.1..1f1u15 SS.imv.1"XS.SiSnaLYS'f'nF•.d$� ee,.�`.IFS):ft'4.fii,ISbAY.u'lm1:i�JS.CC�S)1bafi.T.IST.�,"Afi1+`,ef"1,e'lnFK'Y..4,,°$.i.d :t'�:i.15tArt.�R�`2ii:�i:AVSFi•.�.i•`iitA74S'"{dr$AAFSa.��i,Yv?5:4eleS:e'Cfi7r$�'.,K:ti.-;.r,, -.nf.r::�s�;a�:r�aMr�:s��_,.��_:,w .Rat,.;,r�r 1�' `f �..-r. =� ,1' �< l'i�J'. x'3:1 ' 'tip_/ • a1 �`. ;�rer •.r' J Y�Y `•o. � '�;r•.oc' _ a'+mfg ; a.•,.a^P.!!2.....:;.: e� ��w".— r- -•C, b ° aSr'.+': - y',-e4m 6 4a ;r'iti •.0°l"� 1:�e °.•.�b 1 F=a°• ti.. Qr,as o+n f x. .... ••>:".+.@�.. r+ '-q: :_.g'. f.�:: aa._ .:.+..f9.1b g'. -^,be0.+�+.r ..P 7:,'. '-+'S+.L_0?�ar'- •,0e_:'�''° -!6_....."-_ �'�• - Glenn Goldsmith,President s®�e�� Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® - 54375 Route 25 P.O. Box 1179 Eric Sepenoski i Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples i �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 24, 2023 Lisa Poyer Twin Forks Permits 288 E. Montauk Highway Hampton Bays, NY 11946 RE: GIL &TRACY BEN-AMI 1800 HYATT ROAD, SOUTHOLD SCTM# 1000-50-1-4 Dear Ms. Poyer: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, May 17, 2023 regarding the above matter: WHEREAS Twin Forks Permits, on behalf of GIL & TRACY BEN-AMI applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated June 28, 2022 and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 19, 2023 and May 17, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of GIL &TRACY BEN-AMI to demolish 1,418sq.ft. of remains of old foundation; remove/abandon existing sanitary system; demolish 188sq.ft. wooden deck; demolish/remove existing 70 linear foot long rock wall and 101sq.ft. pond; construct a single family dwelling with a 1,937sq.ft. finished basement that includes a 269sq.ft. basement screened-in porch, a 185sq.ft. basement outdoor storage area, a 244sq.ft. basement covered porch, and a 586sq.ft. basement uncovered patio; proposed first floor finished space at 1,889sq.ft., attached garage at 616sq.ft.; proposed second floor at 1,194sq.ft.; proposed attic space at 616sq.ft.; proposed unheated storage at 310sq.ft.; proposed 354sq.ft. first floor covered porch; proposed 702sq.ft. first floor deck; install a 28sq.ft. Juliet balcony with steps to ground; install a 270sq.ft. concrete slab with 60 linear feet of enclosure fencing around slab; install a new I/A septic system along the side of dwelling; install a new generator, a/c condensing units, and buried propane tank; install a new potable well; install a new driveway; install gutters to leaders to drywells to contain roof runoff and driveway drainage; 65 linear feet of existing northern retaining wall to remain; 50sq.ft. of existing northern steps to remain; construct a 48 linear foot long retaining wall from steps to dwelling; construct a 30 linear foot long retaining wall in north to south direction at 4' in height, and a southern retaining wall along southern property line.at 148 linear feet long varying 2'-6' in height for proposed UA sanitary system; install screening vegetation for the face of the northerly and southerly retaining walls; approximately 1,697cubic yards of fill will be removed for the construction of the dwelling which will be built into the existing topography on the site with 848 cubic yards of fill to be relocated on the west side of dwelling to allow for driveway and parking area; remove one tree on the landward side of the proposed dwelling and plant two trees on the property; and to install and perpetually maintain a 15' wide non-turf buffer along the top crest of the bluff with a 4' wide access path; with the condition of a two to one native hardwood tree replacement and that the seaward side deck is to be an open deck with no enclosures above or below; and as depicted on the revised site plan prepared by Mark Schwartz &Associates Architect, dated May 22, 2023, and stamped approved on May 24, 2023. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 ruly yo�, Glenn Goldsmith President, Board of Trustees GG/dd TERMS AND CONDITIONS The Permittee Gil& Tracy Ben-Ami residing at 1800 Hyatt Road Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly qr indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. TWIN FO R KS 288 E. Montauk Highway PERays, NY 11946 MITS Hampton 631-644-5998 info@twinforkspermits.com May 24,2023 -Via Hand Delivery- Glenn Goldsmith,President Southold Town Trustees 54375 Main Road PO Box 1179 Southold,.NY 11971 RE: Wetland Permit Approval Owner: Gil Ben-Ami&Tracy Ben-Ami Situate: 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 Dear Mr. Goldsmith: Pursuant to the Trustee Board approval granted on May 17, 2023,please find four(4)copies of the updated site plan,residence floor plans and elevations for the proposed residence. Plans have been prepared by Mark Schwartz and Associates last dated May 22,2023.I believe this revised floor plans and elevations showing the removal of the outdoor storage and screened in porch on the basement level on the seaward side of the residence meets the conditions of the Trustee permit. If you have additional questions regarding the overall project, do not hesitate to contact this office. Thank you. Sincerely, Cy"i.2)qt— Lisa Poyer Principal Planner E �, 1 MAY 2 4 2023 Seala�'iU!DPi i� Board of Trusiees u ��51lFFOL,(00 Glenn Goldsmith, President ��o Gym Town Trustees A Nicholas Krupski, Vice-President y = 54375 Route 25 Eric Sepenoski o ^' P.O. Box 1179 Liz Gillooly A � ao�� Southold, NY 11971 Elizabeth Peeples ol ' ` Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: GIL & TRACY BEN-AMI c/o TWIN FORKS PERMITS Please be advised that your application dated June 28, 2022 has been reviewed by this Board at the regular meeting of May 17, 2023 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project— SILT FENCE Inspection Fee ($50.00) 1 I Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as .a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 V BY: Glenn Goldsmith, President ' Board of Trustees 1 � $?Gil&Tracy Ben-Ami 1800 Hyatt Road,Southold SCTM#: 1000-50-1-4 i' /11/23 A 16 , � .,. qtr•���;4�� 'r l '•',�4` +�J7�yr�. •'" • y �� ` _r:(` r•�y� •� 3►s{' . ,Y ` `V D� �D��L''Tt:J 0 b O s; �K #X .1�_.A �— ' � �t e�, tr •' � � 1 , (fit ►►► ► M ',. + > •s i 16 feL till , •i�� R� II� I -7►t..t �� ` ��. + ►� t. X44 /� q�+r``°", ol v ' 4/ 11 /20x23 & 08 �� J CA 4 � t 4 AL 41 VA /�C a• �! T�,{a. 'ate;:� l {' q�, �.�� �,r„ \ � .,� ar. �•! I��f Ft -fey' �' 1� �y,, iRi.d ♦ �y Z b _:r� { /C i .�,� -• � '�. T • .+.!t r i ��t �r f 17 s� l.� fit, _ ♦��( 7 4� t���y��ECy, - a ,f t � ',-l � fr' �, �: ; ' .� f� ��� 3` ' ii ' f~'� � � •` !`�i � �� �� 7t•s Ir Jt y \' �. -i- r \ � err ' '; • .F `r, i. S1( - 1' 1 /2 0 2 r � Ilk ` ":R � ate+ ,{ � +. . �• �r .'. 1%,A Y�rjr$4, .1 its it fti .11 14 111 1 (y- �•F C / if 2 0 2 3 Glenn Goldsmith,President OGy� Town Hall Annex A.Nicholas Krupski,Vice President .� 54375 Route 25 Eric Sepenoski ? P.O.Box 1179 Liz Gillooly �y • 0��f Southold,NY 11971 Elizabeth Peeples �Ol Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees d Field Inspection Report Date/Time: l • �) 23 Completed in field by: L- Twin Forks Permits on behalf of GIL&TRACY BEN-AMI requests a Wetland Permit to demolish 1,418sq.ft. of remains of old foundation; remove/abandon existing sanitary system; demolish 188sq.ft. wooden deck; demolish/remove existing 70 linear foot long rock wall and 101 sq.ft. pond; construct a single family dwelling with a 1,937sq.ft. finished basement that includes a 269sq.ft. basement screened-in porch, a 185sq.ft. basement outdoor storage area, a 244sq.ft. basement covered porch, and a 586sq.ft. basement uncovered patio; proposed first floor finished space at 1,889sq.ft., attached garage at 616sq.ft.; proposed second floor at 1,194sq.ft.; proposed attic space at 616sq.ft.; proposed unheated storage at 310sq.ft.; proposed 354sq.ft. first floor covered porch; proposed 702sq.ft. first floor deck; install a 28sq.ft. Juliet balcony with steps to ground; install a 270sq.ft. concrete slab with 60 linear feet of enclosure fencing around slab; install a new I/Aseptic system along the side of dwelling; install a new generator, a/c condensing units,and buried propane tank; install a new potable well; install a new driveway; install gutters to leaders to drywells to contain roof runoff and driveway drainage; 65 linear feet of existing northern retaining wall to remain; 50sq.ft. of existing northern steps to remain; construct a 48 linear foot long retaining wall from steps to dwelling; construct a 30 linear foot long retaining wall in north to south direction at 4' in height, and a southern retaining wall along southern property line at 148 linear feet long varying 2'-6' in height for.proposed I/A sanitary system; approximately 1,697cubic yards of fill will be removed for the construction of the dwelling which will be built into the existing topography on the site with 848 cubic yards of fill to be relocated on the west side of dwelling to allow for driveway and parking area; and to install and perpetually maintain a 15'wide non-turf buffer along the top crest of the bluff with a 4' wide access path. Located: 1800 Hyatt Road, Southold. SCTM# 1000-50-1-4 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: A"_Chapt.275 Chapt. 111 other Type of Application: X Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: X Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Q-e 'QVI wOMS 'fl Nc.) vl to I red Yye ex i S ani --trey's . Present Were: X G. Goldsmith A N. Krupski X E. Sepenoski >< L. Gillooly _,x E. Peeples REVISIONS: ESTIMATED FILL SITE DATA: SCTM: 1000-50-01-04 GRADE: AREA: GROSS VOLUME:NET VOLUME: BUILD 1P GRADE-- DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: EL.56'-60'4859 SF 4859 SF X 4' 19436 CF/2 =19436 CF 9718 CF PROPERTY: 40,334 SQ.FT. 0.926 ac EL.60'-62'1238 SF 1238 SF X 2' 2476 CF/2 PROPERTY WETLANDS: 16013.8 SQ.FT. =2476 CF =1238 CF EL.60'-674388 SF 4388 SF X 7' 30716 CF/2 BUILDABLE PROPERTY: 24320.2 SQ.FT. =30716 CF 15358 CF 1095 SF X 2 2190 CF/2 ESTIMATED AREA OF 12000 SQ.FT. EL.66'-68'1095 SF 1 2190 CF = 1095 CF GROUND DISTURBANCE: GARAGE FILL- EL.60'-67'6175F 617SFX7' 4319 CF/2 EXISTING HOUSE: 1418 SQ.FT. TO DEMOLISH 100 CU.YD. 200 CU.YD. =4319 CF 2160 CF EXCAVATION: PROPOSED FINISHED HOUSE: 1888.7 SQ.FT. 7.77% 700 CU.YD. 125 CU.YD. EL.66'-70'1892 SF 1892 SF X 4' 7568 CF/2 PROPOSED GARAGE: 616.0 SQ.FT. 2.53% 100 CU.YD. 25 CU.YD. = 7568 CF = 3784 CF PROPOSED EAST PORCH: 354.8 SQ.FT. 1.45% 75 CU.YD. 20 CU.YD. 9718 CF PROPOSED WEST DECK: 646.3 SQ.FT. 2.66% 165 CU.YD. 55 CU.YD. +1238 CF +15358 CF PROPOSED SOUTH DECK: 58.2 SQ.FT. 0.24% 5 CU.YD. 2 CU.YD. +1095 CF +2160 CF OUTDOOR SHOWER 16.0 SQ.FT. 0.06% 2 CU.YD. 1 CU.YD. 29569 CF 29569 CF SEPTIC SYSTEM TO REMOVE 100 CU.YD. 200 CU.YD. 3784 CF = 25785 CF PROPSED SEPTIC SYSTEM: 400 CU.YD. 200 CU,YD. PROPOSED DRYWELLS: 50 CU.YD. 20 CU.YD. 25785 CF/27 =955 CY TOTAL:955 CY TOTAL: 3580.0 SQ.FT. 14.71% 1697 CU.YD. 848 CU.YD. MEETS&BOUNDS BY: YOUNG&YOUNG SURVEY DATE: SA112022 VERTICAL DAYUM NAV.DATUM(1988) ZONE:R40 TT� V1 0 AREA SCHEDULE NAME AREA NEW RESIDENCE FOOTPRINT: W AREA SCHEDULE BASEMENT FINISHED SPACE - NAME AREA 0 1 BASEMENT UNFINISHED SPACE 1936.9 sq ft. 1 280-4 I I / 1ST.FLOOR FINISHED SPACE 1888.7 sq ft. 1ST FLOOR FINISHED SPACE 1888.7 sq ft. ATTACHED GARAGE 616.0 sq ft. 0 I ATTACHED GARAGE 616.0 sq ft. ^/ I 2ND.FLOOR FINISHED SPACE 1194.7 sq ft. I / 2ND.FLOOR FINISHED SPACE 1065.0 sq ft. I 2ND.FLOOR FINISHED(UNHEATED)STORAGE 310.0 sq ft. h+�1 / TOTAL GFA: 5946.3 sq.ft. 20' RIGHT► TOTAL:13569.7 sq.ft. I OF WAY IEX. MASONRY PRO POSED AIN BASEMENT SOUTH COVERED PORCH 54.9 sq ft.BASEMENT WEST COVERED PORCH 458.0 sq ft. I 15rNON-TURF I WALL TO REMAREA SCHEDULE SI640 501 00 BUFFER / BASEMENT WEST UNCOVERED PATIO 362.0 sq ft. NAME AREA I , NEW RESIDENCE FOOTPRINT: EX ROCK BASEMENT SOUTH UNCOVERED PATIO 224.1 sq ft. 6 TOP OF EX. WOOD DECK BE DEMOLISHED WALL TO / TOTAL: 1099.0 sq.ft. BASEMENT FINISHED SPACE 8 IO 72 14 16 18 MOLISHED 20 22 24 O BE DE I R 1ST.FLOOR FINISHED SPACE 1888.7 sq ft. 26 28 30 32 34 BLUFF MOLtSHED ro� ATTACHED GARAGE 616.0 s ft. I 36 42 44 46 EX. POND ' � q v , II 38 40 48 50 52 54 (1AA 8� SF) TO 1ST.FLOOR EAST COVERED PORCH 354.8 sq ft. I I I I I 6 58 60 6 IF 66 68 7BE DEMOLISHED I 1ST.FLOOR SOUTH DECK 58.2 s ft. 2ND.FLOOR FINISHED SPACE 1065.0 sq ft. I I 1 I I I I I _ _ 1 (101 SF I 1ST.FLOOR WEST DECK 646.3 sq ft. TIE LINE ALONG I I I I I I I 1 I / l - ____ _ Q ( TOTAL: 1059.3 sq.ft. TOTAL: 3569.7 sq.ft. IIII11111 9. 12 q w I I I � '" CONC. WALL 3 C� APROXIMATE-__.__-. �� \ \ EX--W OOD ;,'�z�;, ! EL 6 . WELL a HIGH WATERI I ' I �o_ _ _�_- -_ _ _ t - �L 73.3 MARK I , I I I I 1 1 1 I 1 J / / / / I AL1 D 1 ! - ! 2ND.FLOOR JULIET BALCONY 28.2 sq ft. Q TNG /�♦ r \ �! O!! / 1 58 POD RE AIN[ G 1 EXISTING 301 is r� ALL �I TREE TO REM IN Lu 1111 - �/ •�4EXISTING 30TH 1 a I • Q � Q / 1 •6'• 1 /TREF TO BE REM.VED. I 5 Jo 1 21 i8 ' ,� �� 1 • 61 '1 I ! a W 4 1 / ' ' ' 1 ' S� _ - / ,1 0 !/ ! s� r - J 00 I �\\ \ 9.0' 3.5' �2 1 O I� I I 1 2 34 1 38 2 S,l� / \ \ 11 � 11 � COVERED / fit--?_ 0 I �6 36 l 4 / / I / I I , / L PROPOSED 2 STORY PORCH PR '6SED J,2 417 4 • / 1 / PROPOSED HOUSE ! ♦ - MM I 3 ' HECK FF EL 70.3 D 1 EWAY I ! W �v 1 ( ( b � � II t V __._._._. - 0 I ! • t y ! I ! !/J O I /EX. O D / / - ISTING SANITARY I 1 " PATIO - '_.-.-.�.-._,.�. _ / ,� / / I ` • �/ DECK 1 SYSTEM TO BE 1 N GRADE_• I_------------ ! I EL 56.8 CC 23 5 I I I I R7 MOVED PER SCHDS 1` 1-.-.-•-.-.-.-• EXISTING WELL J ?Bo ` STANDARDS ""' !-.-�-�=:=.y.-' � TO BE REMOVED � ! 5 ' 1 -- -= PR O ` EXI LNG 30TH di IoP / \ , - 360' a TREE TO RE It ' --___•/ PATIO a PROPOSED C D�� ', D I D I it__ON GRADE DECK a See�� �Rrl , "�', \ ' - STORM WATER MANAGEMENT DETAILS 2us-_------------------ - - _ a 60. ° ! D I I/A S TIC __------ _ �DW 1-'_ _ ' - LOCATION SF AREA. PROVIDE. _ __.____.. _ ` _ _ � �--^- ] 100%RUNOFF AT DRYWELL DRYWELL N v EST _ (BY-o f 7 I O V 2'RAIN PER HOUR • CAPACITY: cm+') O I --_ _ ON ' \ HOLE - / -` EX I G Z TOTAL ROOF AREA: 3265.5 SQ FT. 545.3 CU.YD. (4)8'dia.,4'deep 169 CU.YD. + ' ' �- - _ _ �-t -�•_ _ y T j(� ? - I • V.J�1 8 10I 121 } 16 \ � - - - - - - - A ¢ 230 O d d - - - - � GAS ALT DRIVEW _ TO BE REMOVED y / \ PROPOSED DRIVEWAY: 0 SQ FT 388 7 CU YD 3 8' 'a 4'deep 169 CU YD. �O m � .N 20 '� '-- - - --- - � � TOTAL CAPACITY: 934.0 CU.YD. 1183 CU.YD. � � � .� 18 38- - - - - ♦ ♦ -� 1 �� i'T1 22 24 26 58- -- v _ _ _ _ - - 5 = 5 6 Orri zs' Z w .x I 28 30 32 34 36 38 40 42 44 46 - ' - - - - - - - - - tJ - I 48 50 52 54 56 * j ' - c.1 ,------- -. 1/ ; ♦ 6 .I 00 I 58 60 t�56 54 3' ®_ _+ _ O -5 _ N '-0 -' O SINGLE BEAD HALF ROUND GUTTER I HAYBALE 1 WING WALL AS RE IRED _ - - 500ga1 P P\ POSED HARDWOOD STANDARD 5" 0 I BUIZRIED I COASTAL LINE TREES TO BE PLANTED) .� D NOTESCLMON: Et v m I I HAZARD EROSION ROCK WALL -A-- \ ])A DO NOT-BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. :� -^f ILINE * , 6 - _ _ _ ! •� z).PREPARATION: ON U m �GGG I 1\v' 4 O C O 1 - 1T� A).CLEAN SURFACE SUSINGTHOROUGHLY PRIOR TO INSTALLATION. 'y (n RELOC J O O" `V 11.6 B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR f� 120 r R I I EXISTING HOUSE FO ATE EX. W ACHIEV NG THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PRO]ECT CINJOTTIONS. N HT DEMOLISHED FOUNDATION U7ILI AND O O C).PAINTCONCEALED ETIVEBACKINGPADSURFACESINCOMACTWTHDISSIMILAR C , METALS WITH PROTECTIVE BACKING PAINT. W I OF WAY I 1418 SF n'POLE WELL � PROVIDE UNDERGROUND 3.INSTALLATID": ERG RO UN p A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWMGS. ELECTRIC SE \ I).SHEET ET L PINCHED TOWARDS LEADER 1"TOP FOR EVERY 40'OF RUN. I SERVICE 2).SHEET METAL]TIN LENGTHS WITH WATERTIGHT JOINTS I a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. DRY WELLS TO BE 10'MIN. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP]DINT v AWAY FROM HOUSE CONNECTORS, 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL ^ CONNECTION WATERTIGHT. U) v0 O 4),PROTECTION: W 50.21 0 C p A)-PROTECT MSPRODUCTS UNTIL COMPLETION OF PRO B).TOUCH-UP,REPAIREPAIR OR REPLACE DAMAGED PRODUCTS BEFF SUORE SUBSTANTIALL) u i1 fnMPl FTinN �4 Or^ VJ VJ W � y > U z x a � rn A � APPROVED BY PROPOSED SITE PLAN BOARD OF "►I'USTEES � �` � . 41 N SCALE: 1 " - ,20'-0" m TOWN OF SOUTHOLD Lu DATE 114 ( 2(� ��� '� DRAWN MH/MS �1 r I y s SCALE. JOB#: 5/22/2023 SHEET NUMBER: I �II •'II F e, N••1 S- I . . II REVISIONS: SITE DATA: SCTM: 1000-50-01-04 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,334 SQ.FT. 0.926 ac PROPERTY WE LANDS: 16013.8 SQ.FT. BUILDABLE PROPERTY: 24320.2 SQ.FT. ESTIMATED AREA OF 12000 SQ.FT. GROUND DISTURBANCE: EXISTING HOUSE: 1418 SQ.FT. TO DEMOLISH 100 CU.YD. 200 CU.YD. PROPOSED FINISHED HOUSE: 1888.7 SQ.FT. 7.77% 700 CU.YD. 125 CU.YD. PROPOSED GARAGE: 616.0 SQ.FT. 2.53% 100 CU.YD. 25 CU.YD. PROPOSED EAST PORCH: 354.8 SQ.FT. 1.45% 75 CU.YD. 20 CU.YD. PROPOSED WEST DECK: 646.3 SQ.FT. 2.66% 165 CU.YD. 55 CU.YD. PROPOSED SOUTH DECK: 58.2 SQ.FT. 0.24% 5 CU.YD. 2 CU.YD. OUTDOOR SHOWER 16.0 SQ.FT. 0.06% 2 CU.YD. 1 CU.YD. SEPTIC SYSTEM TO REMOVE 100 CU.YD. 200 CU.YD. PROPSED SEPTIC SYSTEM: 400 CU.YD. 200 CU.YD. PROPOSED DRYWELLS: - - 50 CU.YD. 20 CU.YD. TOTAL: 1 3580.0 SQ.FT. 14.71% 1697 CU.YD. 848 CU.YD. I MEETS&BOUNDS BY: YOUNG&YOUNG SURVEY DATE: 5AII2022 I VERTICAL DAYUM NAV.DATUM(1988) I 1 I ZONE:R40 I 1 20' RIGHTI O I OF WAYI EX. MASONRY 15' NON-TURF PROPOSED WALL TO REMAINQ SIW 164o 501 00" E BUFFER I EX. ROCK WALL TO 20kw KOHLER GENERATOR O TOP OF EX. WOOD DECK BE DE p--I 6 $ 10 12 14 16 18 20 22 24 WITH TRANSFER SWITCH 26 2s 30 32 BLUFF OBE DEMOLISHED DEMOLISHED H 0 I1 II I ( ' I I I 34 36 38 40 42 44 46 48 50 52 54 (188 SF) EX. FOND TO EXIST.BBOULDERS I I 1 I 6 58 60 6 7' 66 68 0 BE DEMOLISHED BE REMOVED PROPOSED GRADE T • I I I I I I I I I I I _ 101 S TO SLOPEDOWN TOO ADJUST I I I I I ' _ F� GRADE, LANDWARD OF SLUFF NATURAL TIE LINE - _ _ _ NE ALONG � i � I � I I I � � � / � �, � - - - -_ REVISIONS: Qu! a/ , 1 I I I ' I --- -- i DWELLING WELL IN EXCESS DWELLING OF 150' OF ' � i 1 i ►i ART N/O/F O , I SUBJECT PARCEL ►i ARTHUR AND FRANCES LEUDESD I ORF ► I / I W APPROXIMATE LOC�(TIO / I 120' RIGHT I OF SANITARY SY 'FEM I I OF WEX. MASONRY � 15� WALL TO REM AY I PROPOSED AIN � I � I I 1 NON-TURF � I S 1640 501 00�� E BUFFER , l III 1 I I _ E�X. ROCK OCK WALL T\O6 81 TOP OF EX. WOOD DECK BE DEMOLISHED11012 14 16 is 20 22 24 26 28 30 32 34 36 38 40 42 BLUFF O BE DEMOLISHED EX POND TO _z R �Op, II if ( O 46 48 50 52 (188 SF) E4 66 68 �° E DEMOLISHE46 58 60 6 BD Lcllr 1_ aTIE LINE ALONG _ ) COjlc W389`Q LL 6 . 12'APROXIMATE 70 — _XWOOD L 13.3 EL 66. WELLHIGH WATERMA 0WpQ-+ RK (4 IEL 59.2 58 0.9' I � I X TNG — • � � �� I j / - R AINING � I I / 'n- EXISTING E S`ED I I / ' ---_ •'.I, ,� , ° � I -1 ALL, � �_h TREE TO RE � I I / 55 �� 64 'Icrn.;. ,` 1 I,� LL O > I 112 / / I ' /,�` • ' 8.6, ,` `/Tri! -VC'Pfi.' r�r� - �� 1 � 5 4IPI vi I I 24 8 J I I sb l _ _ / I I l I I _ ( 1 2 34 ' ° 38 . ," / DWELLING 10 �6 I 3'2 / 36 42 48 / _ i / I I `' •� R P E/ PROPOSED 2 S)RY PORCH / PR POSED 1\ /I / �•.. 1 (� 1 / I 1`d' ' 4� I �4 P PECK 9 HOUSE PHALT - WELL IN EXCESS 3 ' I 1 I `� •/ / FF EL 70.3 \ D I�EWAY / L,. OF 1 ESS N I ( b ( I f I / , I 150 OF W Il I l I 1 I I II I � SUBJECT PARCEL —/EX. Q ISTING SANITARY N ROE --------- EL56.8SYSTEM TO BE MOVED PER SCHDS . EXISTING WELL_j 5DECK (23 5 STANDARDS ............. TO BE OVED OLon 11- - p EXI ING 0in ia - TREE REMAIlq- ---- OsC' , 6� PROPOSED ODECK'GRAQRgG I mi OWW n o el 67 - f -- / I TEST =------------ - -- - r I 8 HOLE ------ - ` ------------ = ---_ / _ EXIS G AS I E- - - j ALT DRIVEWgy / �y 418 3 � 1 D I 1214 � — — — — — — — _ --- .-+-- — — - -t--�•- � _, 'TO r 16 18 20 22 24 28 — 38 — BE — — — — — _ — � / _ — 1 —I ! � —�—.. _---__-----� ----�REMOVED F m - - - - - - - 58- - - / I 26 30 32 34 36 38 - - - - - N 40 42 44 46 48 50 52 ------- ----- I 54 56 + �6 54 3 - -•- - - ' - _® - /' \56 •--�' 7 I 58 -®_ _5 _ \ `v O I 60 - - - - I HAYBALE -`� 500ga1 PR PA POSED HARDWOOD 0 I I COASTAL EROSION LINE RO K WALL BURRIED TREES TO BE PLANTEC) HAZARD LINE �. / N 640 50' - - - - 11.6' ?� � RELOCATE X. OO W EXISTING HOUSE FOUNDATION _ WRIGHT 1 TO BE DEMOLISHED (1418 SF � UTILITY POLE AND ELL °/ PROVIDE UN�1DERGROUND O o 1 OF WAY I ELECTR`C SERVICE N ' I V 50.2' d , DWELLING O � � DWELLING N/0/F \ O WELL IN EXCESS N o 3 01, 00 GEORGE DANGAS ESS o W APPROXIMATE LOCATION \ OF 7S0' OF a OF SANITARY SYSTEM SUBJECT PARCEL \ Y \ rn w \ A u Z O DWELLING t w I Z/ rn d N O 0 v os x EXPANDED SITE PLAN SJ ` APPROXIMATE LOCATION � 4 SCALE. 1 " — 20'-O" OF SANITARY SYSTEM DRAWN: MH/MS '# SCALE: y JOB#: A 5/22/2023 SHEET NUMBER: ins/ a ww V IS r i REVISIONS: AREA AVERAGEA= PERIMETE 1 A ALL 10GG7.7 SF P AWH P 205'-2" P=AWH 5.4' MAX HT. 10'-4 1/4" EL 70.4 AREA w/ 0.41 % -- ---------------- -------------------- --- ------------------ 6'+AFG (85LF) EL 68.0 EL 68.0 EL 67.2 EL 67.2 1 , , ' NYS R202 DEFINITIONS ' NY STORYABOVE GRADE PLANE.ANY STORY HAVING ITS FINISHED FLOOR SURFACE ENTIRELY ABOVE GRADE PLANE,OR IN WHICH THE FINISHED 1 1 1 1 SURFACE OF THE FLOOR NEXT ABOVE IS ANY OF THE FOLLOWING: MORE THAN 6 FEET ABOVE GRADE PLANE. ----------.---------------------------------------------•----------------------------------------------------- -------.-------------------------------------------- MORE THAN BEEFY ABOVE THE FINISHED GROUND LEVEL FOR MORE THAN 50 PERCENT OF THE TOTAL BUILDING PERIMETER. 1 1 ---`--------------------------------------------------------------------------------------------------------------- MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. rn r RB GRADE PLANE.A REFERENCE PLANE REPRESENTING THE AVERAGE OF THE v FINISHED GROUND LEVEL ADJOINING THE BUILDING AT ALL EXTERIOR tv WALLS.WHERE THE FINISHED GROUND LEVEL SLOPES AWAY FROM THE EXTERIOR WALLS,THE REFERENCE PLANE SHALL BE ESTABLISHED BY THE LOWEST POINTS WITHIN THE AREA BETWEEN THE BUILDING AND THE LOT 00 �o LINE OR,WHERE THE LOT LINE IS MORE THAN 6 FEET FROM THE BUILDING w BETWEEN THE STRUCTURE AND A POINT 6 FEET FROM THE BUILDING. R301.2.2.7 HEIGHT LIMITATIONS y 1 - a N 16 958' o o O ; ;- WOOD-FRAMED BUILDINGS SHALL BE LIMITED TO THREE STORIES ABOVE GRADE -------------- 1 I I QQ 00 99 O ' ' ' 1 i PLANE OR THE LIMITS GIVEN IN TABLE R602.10.3(3).COLD-FORMED STEEL-FRAMED O g g ABOVE GRADE:49.3 SF O ; ; I BUILDINGS SHALL BE LIMITED TO LESS THAN OR EQUAL TO THREE STORIES ABOVE > BELOW GRADE:136.6 SF O O M 3.5001 ' ' T� M .- GRADE PLANE IN ACCORDANCE WITH AI51 5230.MEZZANINES AS DEFINED IN V1 SECTION R202 THAT COMPLY WITH SECTION R325 SHALL NOT BE CONSIDERED AS 15.542' a m STORIES.STRUCTURAL INSULATED PANEL BUILDINGS SHALL BE LIMITED TO TWO I 1 ABOVE GRADE: SF � � ' O I � I ABOVE GRADE:34.3 SF BELOW GRADE:25.5.2 5 STORIES ABOVE GRADE PLANE. I 1 BELOW GRADE:116.35F 1805.1.1 STORY ABOVE GRADE PLANE I I ; WHERE A BASEMENT IS CONSIDERED A STORY ABOVE GRADE PLANE AND THE FINISHED GROUND LEVEL ADJACENT TO THE BASEMENT WALL IS BELOW THE BASEMENT HT1 1 I O 1 ; I FLOOR ELEVATION FOR 25 PERCENT OR MORE OF THE PERIMETER,THE FLOOR AND 1 1 O ' ; ' WALLS SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTION 1805.2 AND A 1 1 m I FOUNDATION DRAIN SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 1805.4.2.THE O 1 I ^ o W ' 1 FOUNDATION DRAIN SHALL BE INSTALLED AROUND THE PORTION OF THE PERIMETER /1 . o h+11 I WHERE THE BASEMENT FLOOR IS BELOW GROUND LEVEL.THE PROVISIONS OF SECTIONS O W 1 1803.5.4,1805.3 AND 1805.4.1 SHALL NOT APPLY IN THIS CASE. ' I 1 00 I � 10 1 I o 1 I 3.500' ' , o ABOVI GRADE:8.2 SF w 1 I BELOW RADE:28.0 SF 1 I ' 1 I Do Q I Q 13 I 1 ' Im V p O 1 I ' I p Lu ' ' Q HOUSE PORCH 06 I 1 I O DECK �w , I I o0 o qa goI L ' ' w 1 I II o III I � � w � I AB VE GRADE:36.2 SF , I t B OW GRADE:0 SF ' 1 1 3.500' a - -- - 1 1 ' " Q x 1 16.000' I -- ------------------- ' o - I ' i rv� I I 1 I ABOVE GRADE:50.4 SF ' I I I BELOW GRADE:115.3 SF 1 1 ' I � H , 6o Ln M'Li I 1 M o� ' 1 ;O do c'/Q`�Q¢r ao IOU�a A, I 1 1 4n 0 ABOVE GRADE:130.0 SF 10 0 r ' ABOVE GRADE:372.8 SF W BELOW GRADE:0 SF Qm� ' 1 0� ' CD BELOW GRADE:0 SF Q Q 7•1 5501 ; !G 8 ' , V m ' I I 36.000' <m ; - cq N r- M 4 q 0 J I ----' tYi aj U V ON DECK, _m C� 0 a M O m G20 O e-1 v \ 0 0 w o 'r) V m a� v N .C) W EL 70.4 W -—- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— —-—-—-—-—-—-—- dam' V o N 0 d V EL 60.0 EL 60.0r/A x 1 1 1 1 r +- - - - -• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - '• 1 1 j GRADE PLANE CALCULATION- : '" SCALE: NOT TO SCALE m ` ' ; D1�WNMH MS N ; JOB#: 5/22/2023 �r SHEET NUMBER: p •J r t ,„n S 2 REVISIONS: i ® ® ® ® ® ® 00 N N - - - N 0 N - - ►moi Q IFIF PPq 11 H UMFIl M W o � N O N ^/ NATURAL.GRADE:EL.68.9' - ;f- _- - ,r, _- __ •t _-- r� _-- r, _ -- _ ,f- _ -- _ r� - _ ,l; - f' - _ ,r' - _ .f� - - - _ r' - -- t - - _ ,(� _---- r, _- -_ !. _- !, _-- -- f, _ - - - - - - - - _ •r; - •r; - _ ,f; - _ -r; - _ ;!; - _ •f; - _ FIN.GRADE:(1L.67 _- _ ,!,_ _ •,;_- _ ;f;=- _ __ - _ PROPOSED EAST ELEVATION SCALE: 1/4" _ V-011 � - - - / A c FIN.GRADE:EL 60 �= _- c) 0 � z � � A 0 o x W 00o G4 0 m o v - - O � rn C"! v V xo � c� tin -1 o 00 m Lo U 00 a, a, �- N 0 w u o O o, d _ X73 N ,r - _ ,r _ •r' - ,r' - _ - _ ,r' _ _ ,r' __ _ ,!; - _ ,r; - _ ,r' - _ - _ ,r' - _ .r' - _ ,r' - _ ,!' - _ ,r; - _ ,r' - _ ,r' - _ ,r' - _ ,r' - ,r' - - - - - - - - I VA4 AIII, ) A \ VZ aN f PROPOSED NORTH ELEVATION SCALE: 1/4" _ V_011 6 DRAWN: MH/MS SCALE: JOB#: 5/22/2023 \�t SHEET NUMBER: _jG REVISIONS: p J .1 www III ww".1 ww III WW�4 It t W 11111111111111 111111 fill 11 N -- s V1 O O �l HHHel@HHH 11 HHH 11 1 1 H41 11 rl-T-11114 �Pii [ [ [ I UZI Ml W cn 0 ,t, is ',(rr frr - '•/ (!!rr / !/{r , S ., ^ ,r/r 's/, �/,fr ,-_ .-!/r ^ f! !/,(rr - 'i/ U,{ S/, !r,!/r ti (/,{ / / (/{r r ^ / !/{rr -_ / !r{rr / / !/ /r - Jt/ t/,(/r _ ;i N,t/r - 1Si !/,f/r ` JSi !/,f/, Js% !/,!/ f� FTT Elm 4- __t- 0 // _ // _ / - _ ri -_ _ - - _ /, /i/ - _ _ - / �/ N�/_ - ✓�/ � _ Mi � - ✓�� ted: A IL _ N;/ -- N�/ z _ ,�/ N,, _ ,� -` _ N/, -.. :r -- ✓:/ -" _ - _ _ _ ✓:r -' _ N%r � p i/ - _ r it -- _ ✓:r � _ ✓ '� -_ N%/ �' _ N � _ p PROPOSED WEST ELEVATION w SCALE: 1/4" = 11-011 A a 00 i o x r, 0 NNI — - — o X u m '� 0 `. v O `� x Ell 00 w � 34 LJLL o v 0O Ln V - — � to v v - N W — _ W V 0 N --- _ - 17 - LM i, _ it = - ' it = - ' it = - ' it = it = -` ✓/ _ it -` i, _ i; _ i/ = i - it = - ' i/ _ it = it = -` it = it = -` �/ _ it = it = it = it = - ' it = - _ - �� - - ,(� - _ •f; - _ •r; - _ ,f� - _ ,!; - _ _ ,r; - _ r _ _ 'f: - - ',fi - _ - ',fi -- - - REVISIONS: z 8"THICK CONCRETE 0 F WINDOWWELL 0 0 16-11'/2" 3'-6" 10'-011 STRUCTURAL COLUMNS / POSTS #5 REBAR @i12"OC SYM SIZE MATERIAL FOOTING DIM. FOOTING REINFORCEMENT ------------------------ E o i- , A 5.5X5.5X1.4 HSS TUBE STEEL 5'-6"X5'-6"X1'-2" (7)#5 REBAR EACH WAY B 5.5X5.5X1.4 HSS TUBE STEEL OVER CONC.WALL (SEE NOTES) T-0"min. #5 REBAR -------- ._-._-------- i i C 6X6X1/4 HSS TUBE STEEL 4'-0"X4'0"X1'-0" (4)#5 REBAR EACH WAY Z @I12"OC v D v °' v v' v °' '� D ,• p d • a • d 'p. d . p • d •p. d . a o _ e e D 3"dia.ROUND HSS TUBE STEEL 2'-0"X2'-0"Xl'-0" "ADJUST FOR LARGER WINDOWS 1= (WINDOW SHALL BE ABLE TO o ESCAPE WELL O °• I O OPEN FULLY) o PROPOSED RETAINING WALL © cr1 °. i I V. tr' F 6X6 ACQ(BOX IN) 16"X16"X36"PIER (4)VERT.REBAR,STIRRUPS @12"OC EGRESS 'a ( i v. •�o, d d , v a a a a G 10X10 FG COLUMN w/6X6 ACQ 16"X16"X36"PIER (4)VERT.REBAR,STIRRUPS @12"OC • n• d ped .• . ` o• d ped . . ` n• d ped .• . o• d ped . WINDOW WELLS TO BE COVERED WITH STEEL GRATE. If I I COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT --• DBL 14"ML FLUSH ! , • 00 'p H 12X12 FG COLUMN w/6X6 ACQ OVER CONC.WALL (SEE NOTES) USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. ' ' ' Lo 11 G w/FLOOR ABOVE I •� BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO EC 1 MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. L V j' i t d LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER I I I °v F THAN 44 INCHES AND SHALL PROJECT NO MORE THAN �, I • ° 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF I • -d • NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT n. mI m PORCH OF WELL. p H.J. y I 4 ° WINDOW WELL INSIDE CLEARANCI:SHALL BE MINIMUM OF N Lu l SHELF 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER Q OPENINGS AS REQUIRED. PATIO PAVER PATIO In •D _1 ON GRADE O ROOF DECK ABOVE - �_ VIII � I , o BLUEST�ONE CAPPING 87 1 -1 4 L W NI ARL M 16"OC m I • (TAPER TO9".ROOfDECK ABOVE) Q PORCH ABOVE ' v ALL FILL BENEATH CONCRETE SLABS 0 ° I °�• BE COMPACTED TO 95%RELATIVE DENSITY ASTM D-689.COMPACTIO BITUMINOUS .------ ------ --, ,• TEST AS NECESSARY. COATING ° - 1 G , I PC WALL 8"THICK CONCRETE 0 mm.6"DEEP' • GRAVEL (3)1-3/4X14 ML(UNDER POST ABOVE) ; •� 00 �� EPDXY COAT OVER SLAB �O - �1- - - - - F-I-1 WINDOW WELL o c i � � , I - _ ° ° •° H H ' '° a° RADIANT TUBING 4"CONC.SLAB w/ 6X6 10/10 WMM ^ ' f'' ' R10 POLYSTYRENE i--1 ' ' 4 R10 POLYSTYRENE 1 , . till FOAM INSULATION �Tl FOAM INSULATION F -----------------• °• 6 mil POLY OVER O --------- WINDOW WELL DETAIL - 14"T11230 WOOD-I FJ (@16"OC ;-- ;•; 6"SAND BASE NTS w I i v ° CONC.FTG. a( 0 0 W , /• d • •n/• O Uj TZ 5 i 11 E RADIANT HEAT DETAIL H 2 87 X 11-1 LEVEL I WOMANIZES PARA M 16" ,�,•, � E Q _ (T PER TO 9".ROOF DECK ABOVE) ,LLJ ,, EC t; I I v M gill _ E q cV X , HORIZONTAL PROJECTION(ie DECK.) �ry O __ _ _ N 1,L � 14"T11230 WOOD-1 F1 1a16"OC MA NRY COVERED PORCH N 3 I I I ' U - ¢ PAVER PATIO o '' z z I D PORCH ABOVE S ROOF DECK ABOVE 00 ,�. I 14'-01/411 I I MASONRY VER ° ; ; i 6 � I I ,W e B-LOK STEE v � X ' , E ,�„ (2)14"ML 1 (2)14"ML _ o UNFINISHED BASEMENT CT v I 1 I ' 1 1 1 I 1 1 1 9 1 4 ML 16"OC m REMOVABLE STEEL GRATE v H '�t , , , ' , 1 , , , , 1 v 4^min RADIANT HEAT IN SLAB w/ --- - I 1 I ` LADDER POLISH COAT CONCRETE FLOOR 1 q --i e X ^t i , 1 , 1 1 1 , 1 1 13'-8"w STAIR p RUNGS v (OPTION:EPDXY PAINT FINISH) , , , , , , , , I ' ° 11 e• 15r 9t @8"r 0 min.3" • I N � , I , I 1 , I , 1 � I � � P I I _ e° PROJECTION In 1�,,-. 44"max --l: (OR LADDER EGRESS WINDOW •------^-I-i------_+ �� 1 i •�--1 - 1 1 1 1 1 1 1 i 1 ' v�a (PER CODE) �3T 14"ML - -+—• �-•- - - (3) 14„ML - 1 •' 5-1/4X11-1/4(L V.1)WOLMANIZED PARALLAM GIRDER I c 12-6 1 DRAIN H H ! ' I!J"7 14'-0'/4" I n? 00 'P. ' 11 v C) .° ° I i I e. w 6"DEEP GRAVEL 1 • '� 310 ' I I '---- -- -+, q o (7] ADS DRAIN PIPE `° " ' -----I- ' D ~� e• 4,f max. - - ; �/ ; . D p • a •v • 1�, Q C 17 1.4 d •p� d . 1 pC d • Yy1 O a'. I a w 1 i O b %� •O�� H �° • ' a a o m 161-7" I 21'-53/4" ------------ I v � l�/-+ 0 0o 00 1 rT1 II A. Q COVERED_-PORCH W a w ry w I EJECTOR -i d M PATIO 1 PAVER PATIO p N t I ti PUMP m -6'2 rn Qit 2'-1°• • (,•1•� ROOF DECK ABOVE = M Znt -' ON GRADr-� °' X 14"T11230 WOOD-1 FJ Ca?16"OC Xo - 14"TJ1230 WOOD-1 F1 alb"OC o (STAIR) 2.6875 X 11-1/14 LEV L 1 WOMANIZ S PARALLAM ib"O M VIF ' (TAPER TO 9".ROOF DECK ABOVE) `t (2) 2X8 I 1 12 WOOD-1 F 1 " C c 714" AT POST(iYP) e o 0 I I I p M e v ix I O 7''011 f •D• ,� p O0 (2) 2X8 I ' I •v • ,n POST X8 )2X10 HD (3)2X10 HDR �flv -,; OIII , G (3)2X10 HDR (3)9-1/2"ML HDR _ - 101 °0 0 -- CU O pl E a cco n m y Ou - A A A A D , , , , 1 1 1 1 , I 1 1 - - _ !'��`�N ° X � •� 1 1 1 1 I Lo FLOOR SYSTEM 1 •1 o I EGRESS� , , , , , � PAVER PATIO p•• o c� `-"' � +' ROOF DECK ABOVE �v r••i U ISEE FOUNDATION PLAN) ,UP , , , , , , , , , , , , <w N rn m a Qr 5/8"dia.ANCHOR BOLT — WALKWAY i i i i i i i n i i 1 i i ' "r ( u I) F p ACz Ci,� x zi s" W/3X3 SQ.48 OC WASHER,NUT PATIO ON GRADE ' "' ' ' ' ' ' I_ (3 2X10 ACQ GIRDER FF�8 g Rq w -� p G • I , I , , 1 111 , 1 1 1 1 1 , _ ---- �-�------------- '- B `NpA G . C v /1 - - l , I I , I , , I 1 , - -=______'____'_________ _ D�/I rs• PA`'I TN�O '`•'O D � '✓•+ IdIIIIIIIAIIIIIIIIIIIIIINIIIIIIIflIIIIIIBIIIIIIMIIIIIIBIIIIIIBIIIIIII1111111A111111111'IIIIIIIIIIIIIIIBIIIIIIIBIIIIIIBIIIIIIIIIIIIIIIIII J _— _. _ _-__ __ __ __ - ___. _ __ _—___ . - - _ ___-_ _ — -- - ._ --_.- ---J --_- — — — - — - — - — V l ' - ----- -- OM ° °' --- _ _ -- -- -- --- !- -- - -- - --- - -- -- ----- I-- - -- - - —.L---- ------------ - ------ ---- ------ -- ---- ---- - ---------- ---- .. � �FD TO NCR VF SLOPED GRADE (2)2X8 ACQ GIRDER 4X4 POSTS , 1 „ °� TFC lug kFS D O sv ?. 2X6 ACQ SILL PLATE(S) dia.PIERS- 12-6/2 9 R �gS b 2 `� +• 7416 I1 1 FROM BLDG.) a° SILL EIAL SHIELD 16"d a/PERS,3 B ADE 8 T FLOW 41-On °9 ASNgCf S ARyP�c-r/T O 4 U c`�n GRADE co A p 0 W STONE pe #5 REBAR,60 ksi PAVERS OVER 1.1/2"SAND SETTING BED, A CAP �•c p 6"COMPACTED AGGREGATE BASE • . c -- 4. D @48-OC - - � a PROPOSED FOUNDATION PLAN • • ` P _ CONCRETE:3500 P51_- a V I I I I STEEL-60 KSI = 0. O ,c ASPHALTUM DAMPROOFING �, 9'0" —1II� IIIIIIII I ° CULTURED tt _ �_ �i • • '•, a a w MEMBRANE TO GRADE R --- ° H A B C D _ No.4 REBA STONE H SCALE: 1/4 1 0 -- p' = III V No.RREBA� C° v 6 1 r n r n , " r n -GRANULAR , e • �,c . p �••� -- — 1, #5 REBAR,60 ksi 3 0'-8" 3-9 2'-5" 0-13 I_ BACKFILL HOR.®2 OC� �12 V ° @56"OC 4' 0'-8" 4'-2" 2'-6" 1'-0" I(I °2"DRAIN PIPE=- FINISHED GRADE 2g; a V 10"POURED CONCRET -11I @ 48"OC ° 12" SLOPE AWAY FROM WALL O'p D FOUNDATION WALL _ e 5' 1'-0" 4'-8" 2'-8" 1'-0" III IIII I I - - :1500 psi =_IIII Ia. IIIb' — o• PAVERS I I I--P I ° 11111IIIDR 11111IE III III— ( IIIIIII III e v D •° I I I 1 \ I 1 \ I I \ I I \ I 1 \ 1 1 d P b 6' 1'-0" 5'-2" 3'-2" 1'-0" = =C= =D.= — 1 BEDDING SAND -d • o 1/2"PREMOLDED FILLER • ' a a 12' l.st,. l-`5 ��6 1'- ^ 7p ' • D ' Q == I AT PERIMETER OF SLAB 'e tA••.;. 2." r Ay r 4"-6' CRUSHED GRAVEL No.4 REBAR (COMPACTED) B VERT.@VOC �\ \ \ 5 CONCRETE SLAB RETAINING WALL 4" SCALER/4"= I-0 `.(��,`+� PERIMETER DRAT 4 4 'o•C>Q oap' r`v\/ /�\/�\���/,�/ EARTH ) �' PIPE(TYP ° =4"COARSE SAND I 12^ /� \� (COMPACTED 1.MASON AND GENERAL CONTRACTOR TO FLAG OUT RETAINING WALL IN 8.CONCRETE WALLS TO MEET OR EXCEED NYS BLDG.CODE FOR '/:(i�`�/��/i�/� •r(/i p OR GRAVEL I I I ( ( — I I FIELD AND REVIEW WITH ARCHITECT PRIOR TO BUILDING FORMS. CONCRETE MASONRY STRUCTURES. r��C�•^;��/�,�� "�' #5 REBAR, 60ksi 2.VERIFY HEIGHTS OF GRADE IN FIELD.RETAINING WALL AND FOOTING TO 9.TOP OF MASONRY WALLS TO BE CAPPED. 24" BE BASED ON HIGHEST("H")REQUIRED WALL HEIGHT. (3) 10.ALLOW 24 HOURS FOR MASORY TO SET UP BEFORE GROUTING. PAVERS 3.PROVIDE CONTROL JOINTS IN CONCRETE RETAINING WALLS AT 25'OC+/-. POUR GROUT IN 4'LAYERS,WITH ONE HOUR BETWEEN EACH EVERY FOURTH CONTROL JOINT TO BE AN EXPANSION JOINT. POUR.ALLOW SEVEN DAYS FOR FINISHED WALLS TO SET BEFORE INSTALL AS PER MANUFACTURE'S INSTRUCTIONS. �• BACKFILLING.PREVENT WATER FROM ACCUMULATING BEHIND SOIL CONDITIONS ASSUME SAND AND GRAVEL 4.ALL CONTROL JOINTS TO HAVE KEYS. WALLS BY MEANS OF WEEP HOLES AND DRAIN PIPE AS SHOWN. PAVERS SHOULD MAINTAIN A SLOPE AWAY FROM BUILDING 4•-,r'f1 w DRAWN: MH/MS _ ° o ,• :� SCALE: BACKFILL W 1TH CLEAN FILL. 5.EXPANSION JOINTS TO HAVE 12 LONG,#4 DOWELS @ 12'OC. ll.BACK FILL SOIL TO BE COMPACTED TO 90%DENSITY w/12 LIFTS. FOR PROPER DRAINGAE. � 1 JOB#: 6.CONCRETE KEYS TO BE USED AS INDICATED ON DETAIL. 12.HEAVY EQUIPMENT USED IN BACKFILLING SHOULD NOT WITHIN :. r ;-' 1� r 5/22/2023 EIGHT FEET OF WALL OR EQUAL TO TOTAL HEIGHT(FROM FOOTING) `w ' -" Z� SHEET NUMBER: DETAIL 7.ALL DOWELS AND REBAR TO BE COATED.STEEL REINFORCEMENT OF WALL ;;-FOUNDATIONWALL BARS TO BE COMPLIANT WITH ASTM STANDARDS.ALL BARS TO S I I LTJ �rt` •.'i BE SECURED IN PLACE AFTER ALL MASONRY WORK HAS BEEN 44 11 — 1 p COMPLETED AND BEFORE GROUTING. }t 1 1 L SCALE: 1/2 - 1 -0 r. (I I COLUMN N I ' ^ REVISIONS: �< (2) 1-3/4X14 ML A -411 — - - - - - I I I I I ► _ I I I I i 4' O.S. (3'-8 ' l.S.) I I _ 14'-0" 36'-0" 10'-0" ' ' ' ' ' ' P STAIR M � I I I I I 15'-6'/2" 16'-11'/2" 3'-6" O DN I ' I I I i I 16r 9t @ 7-5/8 r 81-011 I i I I I I I I I I I I I I I I 31-711 CLG. I I I I I I I I 12'-10'/2" 2'-8" --------------------------- -------- -------------------------- I I I I I I I I I — ' 3'-4" --------------------- {..1. ` C _ T� ---------------------- (3)2X10 HDR _ q -. FF7 ` O U O iv(� �I't\ I� G'- /i ` ?ISG //`t� -7� Ii `'. j It\. VII !,',` `)Y�" 4 ' v�- ' - ----------------------- O M -x ^ -----8'-9'/2" ----- i 6�_ _ M o K N N 61- 1211-3/4X14 ML 1r_ L FLUSH BEA - — STAIR PLAN[Xr _ = J - -- - ° KING' 5-1)4X5-1/4 SHOWER O� INEN _ F 1.Se ARALLAM J_ a SCALE• 1/2" 1 ' 011 ------- \ 10X10 FG COLUMN • 4X14 C LUMN 5-1/4X5-1/4 10 w/6X6 ACQ POST 0 1.8e PARALLAM �- ' — �• - �� COLUMN r n 15'-1" Iuj m 3'-5" 4'-8'/2" o a \ o Q 00 / O ? - -- ----- BATH No. j� z 14"TJ1230 WOOD-1 FJ 16 OC I� _ i m -/ 1 - TILE FLOORING irn = s WALK-IN 00 1 , I T,( , z ' w �p �p lo' y� ° w/RADIANT HE r x iv, �,, z !z' BEDROOM X CLOSET = 6'-0" _ I r-- wO o+ O' M ---v---- ' JAPANESE -C? ( , l - oC r ' (2)1-3/4X14 7-K111S\T\1 X ------------- iTJi23 72" TUB ( IpML FLUSHP\,"z ) _z! � � I 1 v El -� ( 1 N I 14"TJI 230@16'OC O \.o\. Cli- D O 51/4X7 , „ 0 0 J 1.Be PARALLAM 3 - x 4'-0113'-6" " �� (2)1 3/4X14 ML . _Lol. coLUMNHALL1�;,1 WO -1 FJ 16"OC 5-1 4X5-1/4 , 1'-5 I I o = 10X10 FG COLUMN SH 1,8e ARALLAM 7'-6/2 � 102 'F 114 5'/ w/6X6 ACQ POST C LUMN _ O (2)11=3/4 "STEEL - _ _ _ _ - --LINEN-_ LUM111 " c " 101 - v O� C (V O BIJT.IN ------ N - _ 11 r I n r n ^ ' (2)14;,ML - (2 3/ 14 ML�-DbF.- d' - — - 0" _ -9 _ 7-0 _ \ , J �r 00 ' '/2n z 8r-Or, --- -- HALF _ o CLG. RfruR o , BATH O !W 9.1/2 ML @1 "OC I CHASE N J —� > TAPER TO 5-/2" fYl , „ "N J 7-2�i2" 1 I u .AIF -� ( J13 01 _ — (v ' - MINI I2X8 CJ (a.16"OC �y� j 4"�23 OOD-1 f1 (a16"OC Q ;y \ Ice 1 I I 1 I J E E J l =1 Iuj d, p l > 1 1 �-z 2X10 PLATE w o ; I I 14"TJ1230 WOOD4 FJ 12; (a).16"OC „ 4 ^ J v ^ Q- , ) i- _ J v W10X54 GIRDER _ W14X68 ' Lu N I I LL ' ., _m �^ , O GIRDER DECK :o o - - -'�-o-- - _ I LIVING - - - - - -°d- - - - - - _ ENTRY- - - - - - _N -� ' � �` � -� J ' � = i1 00 (ROOF DECK) 00 0 n M I v = v O O x W Ell. M I 1 ^ 3-1/2X5-1/4 =N x r 'COVERED PORCH J < _� - a` - CN ' " m 1.8e PARALLAM "' 18'-1'/2" n �' BLUESTONE� ( x-' ` Q� -j 1 COLUMN - 5-1/2X5-1/2X1/4 z "✓' TC (2)1-3/4X14 ML O m I �' I J TUBE STEEL `/� COLUMN `J w 4'O.S.(3'- 'I.S.) - M J M, i'n P STAIR W , , 1 1 O o D 16r 9t @ 7-5/8"r A 8'-111/2" 4'-7" 6'-5'/2" s'o" N 1 1 3x'711 — 0 5-1/4X5-1/4 CLG. J I o0 o a e V� .. .. p - - _ ' 1.8e PARALLAM 7 �- (2)14"ML _ __ _ _ (2j 1-3/4 14 ML COLUMN 3.4n v •o v ^ — - i . . - - -,,L 10X10 FG COLUMN d Q 1 r r t^ t'ri c w/6X6 ACQ POST 5 6 X 5'6' X 1'2" Q � G Al SECTION I 1 'r _- .y _ _ ` ' t`���v PANTRY, ,...�. -. - - ---- 1 CONCRETE FOOTING '>; > REINFORCE w/ 8 1 1 36' GAS _ -- • /411 = 1 1-011 1 1 ^ 4 0' _ (2 WAY) (`1) ?� l ` s:°n 2 / (7)#5 REBAR EACH WAY SCALE• 1 x 54/4X5-W' 00 ` $1/Zn I II II 14'-611 II II II 31_61y I - - - ,- - 1.8e ARA[tAM 1.8e PARALLAM - BLT , %/ 3 ��11 J - II.==7---7--7I -- '====I=- - '� In c C LUMN_ '; r ;i`/ i(d,)l' ,:� `'J/ /\ji' CC7LV,VI ;'9 ' �l 0� Q wa FG coa3mN ' - ` - o __ (2)1-3/4X14 ML IN I /' Ii y{I y - , F-+-1 cn I 1 rl 11 II II . . _- — - . - . - - 1,(t- `' ' , D w/6X6 ACQ POST, - I l u I Iil it _II _I II-----II _ - ---------------- _ ! r` I 11I !I II II,^ �I II II 1I POST P) I��I (. l/'\C Irk/1` r! / l \ 11 t /t\Cti�,' % � 1 R 11 I it II II W II II II II -!I - C f ± J - �II� `� I 7"" °h 1 III It I It It 11 II II 1 1,�- ` F , l'-, �, -�ii II ,�`.�. , D I r ( yt ! �� f A : . t-,''i ✓ �l' ) > ( 1 ( -Y r 1 11 1'-7'/4" J I1 1 _ � x i ; KITCHEN J 1x11 l oLulLOU, Od Od ,il: , - , : ; :: I'.. 771 W D IGl911 !i — I: II II II II II 11 II tl I � �� .h!,, 1;�': ��. 1,/, ����',� �]��`;,,'. I»� � 1-�. � , �\'l�llf-��,�(;�''C [ - , r-� r � �1�.�yI L O_ L__L__L__L'__r__u__L1___ W O .,, h -�- _ .� MfTAI'CfILING`fN`". _r , ,'; ;� �P..`. '� �,' ; -' O - E FLOOR NG ' --- - -------- ----i,- _ I O IL'' z !I . TIL I \ �r (3)13 1 O ti `J/cam �t �' i{ e \` i t \t;�c(� Y7', ;jtZ`,; U r 4X7 1 n n _ _ u _ n _ _ n r n .� \ w/�2ADIANT IfAT J 6/1 j O O I M � ' ' `D 2 I i 1 n G 1 7 n I , i J J�,t_ _nl L1_ N 111 //',�r ,f ,/ ;'/ ;;1 , !,'.x,18 1 / '',Z. //s\_c �'''\ -,1�:;/i ':- / Z0 13-0/8 45 MINUTE FIRE RATED ,.., 10 11 11 N 1 11 II 11 11 II ,T ,� f - - t- - - - „ - , �I _ _ 1 1 1 1 _ DOOR WITH SC HINGES O AND STEEL JAMB t 1 I'�J`I I II II II III 11 x q y , - /QS7- t, I r O II it II II II II II II I I!� `{IIx "-T1123b�i100b-1 'J ta�tbro ' :. �'„ �tll r�,;�,/ ,- �;��, o MUD ROOM N 1 ' 1 ' , ___-^ _-- M 1 14"TJI OW IF 1 C J I 111 II .I 11 I II 11 11 I I 1 I Ln O v /!,,\;.I'(� 1 O x TILE FLOORING • cr, �' G /< �,�'.��`' -:, _ '-_�.,, I 1 n n u n 0 1 r n ji *- {`. ; y} , L ,- } w/RADIANT HEAT - ---- -'--�'- ---- � Cit �� 1 _- 1, "i �>� - � .!� it II II it 111 I' 11 _-- / ,/ 1'7\�t/ (( .7\fJ (.� -��,,,/ (• X11 _, y 1)%f ( )\"' C- dr t.\t, f,l7 , O J O p i I 111 II ;I II I! 1. 13 - ' - ` C) p..y p 1, 1.I 11 2 'Ii C DAR PJ 16"p 2 (2)1-3/4X14 ML „ IN ' �, 1 1 1',_, , i +I� ;'' T =^\ BENCH � ; O a' 'LJL---I--------L'- ------DARPJ ( ------ _O 1 I 1,.\�L(III`ti 1 +(1 ,�� /,,, -.,,�t1.l� \�-t,� �a „ `' I �J , I, J -------------- POST(TYP) (3)2X8 HDR isa: _ , 1 ' 10X10 FG COLUMN n n u I I:. , ry1 'N 3 -5/411 w/6X6 ACQ COST - -- 1-- - -- --"-- --- (3)2X10 DR (3)2X10 HDR (3)2X10 HDR (3)2X10 HDR +i', ( Jr r I' ` ' o- R'i / _`.:;J,X \ �, ry IIY r;�,/' .'i;!'r 108 L �C�' L j y O O O O , J / / 1 1 I 1 I I I , I I I I 1 O C 5-1 4X5-1 4 -- .> 1 1 1 I I I I I I I I I I 1 ].Be PARALLAM 1 , 1 I 1 I I I I I I 1 - DECK \0 ,. S/8/r J j� " � ,^ COLUMN I 1 I 1 I I I 1 1 I i I 1 DN O `''�-` ,-'i E 1 1 I I 1 1 1 I I i I 1 1 eF 777 pF 2 Cq - ; M ,_.., kF' 1 ^1 , �'' I It R�Rq Rq G� O 4 (y E A NOS yFF 10'-83/4" gIts gtvl ROCkcelzl2° tV O ^b 0 W 6'-113/$" 15'-10'/4" 13'-23/8" 2'-6" 10'-0'/2" V.PROH PRO 70e f ^ N U 36'-0" 12'-6'/2" �✓UNc N�ao��NgRc ? O lo Ae / Ups ORF TL OR M 4'-0" 14'-0" 48'-6'/2" 74, (3j 2k&y pR RF M � N V. PROPOSED 1ST. FLOOR PLAN W E ^ x PR03ECT �VORTH SCALE: 1/4" = 11.011 S B 28:°'/ ,4;°r/ 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 11).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO EE PROVIDED WITH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN- 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. MANUFACTURE'S INSTRUCTIONS. �► i� ` '* 8).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/V SHEETROCK. �" I• '"` * I 2).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK BATHROOMS TO BE INSTALLED WITH MOISTURE-RES STANT STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. SIDE FOR MICROLAM HEADERS. AREAS.GARAGE SHEETROCK TO BE TYPE-X FIRE RATE. .< q DRAWN: MH/MS 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 9).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 13).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. SCALE: _ 1 JOB#: - (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, --- -- - - ':, Z� 5). EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 14).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 3/4'PEX HOME RUNS. 1<< ', _ (; �r 5/22/2023 WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. PER CODE. SHEET NUMBER: HORIZONTALLY(WITH TWF AIR BARRIER FLASHING). INSTALL PER 15).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS 4 INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 10).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING INSTALL SHOWER BENCHES AS SHOWN ON PLAN ORAS NOTED. 6).SIDING AS SELECTED BY OWNER.INSTALL PER MANUFACTURER INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. EA-4 16).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. � C f REVISIONS: CEMENT BACKER BOARD CERAMIC TILE OVER MEMBRANE TO 4 THINSET(TYPICAL) WRAP OVER CURB 9-12" 40m11 MEMBRANE _ _ 1/4;jZSlQpL — _ _ _ —(TYPIC-AL) 46" �m UP WALLS AS SHOWN SHOWER DRAIN 3 FASTEN AT TOP ONLY (TYPICAL) CURB 361-011 26" WIRE MESH I (rYP) o TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN 1 s'-o" 00 X N M EGRESS m ivEIN F =N 3)2X8 HDR li _� J i 2'-6" 1 13'-9'/2x1 N M Ln �, I N 1 12"X24" TOWEL BAR LOCATION O GRAB BAR LOCATION TOILET-PAPER ' 1 77'84" HOLDER IDo M 16'-1111 1 5'-1111 ' 1 VARIES(VIF) 19" LOCATION 54" O 48-60" t=Ja V ? I 1 I 1 ATTIC V 3648" (VIF) 36" UJ a' 0a 1 1 I w _ 18., 26" � 2 Z0 i UNFINISHED S ON `" 3/4"SUBFLOOR In ' a BEDROOM ' I ' N I a Cn SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM 00 nXi v 2X DF#2 CJ 16' C ^ M o No. 2 1 I TO v N I I 1 I 1 IF] I I I - - - - - , a zo1 1 3'-6" 4'-9'/211 WALL BLT = f_ I N -N 1 I = — = I II N O N T IN „s I N 7 4 1/2 5 11100 I Fixtures shall be spaced in accordance with R307.1,and in accordance with the requirements of Section P2705.1. O PLTlkT LINEN PL m n. 21"min. 76 M204 21"min. CLEARANCE P2705.1 The installation of fixtures shall conform to the following: 36"GAS 3)7-1/4 ML CLEARANCE _ — — — — (DIRECT VENT) 1.Floor-outlet or floor-mounted fixtures shall be secured to the drainage connection and to the floor, F--i ce M where so designed,by screws,bolts,washers,nuts and similar fasteners of copper,copper alloy or other0 i 2 corrosion-resistant material. 3 11 It 11 rt O 24"min.CLEARANCE O 4-14/4 4-71 4-1 34/4 7-S/1 12 x N FRONT OF OPENING 2.Wall-hung fixtures shall be rigidly supported so that strain is not transmitted to the plumbing system. ^n , ft 1 -0 ® _ min' 3.Where fixtures come in contact with walls and floors,the contact area shall be water tight. O Q u bo � O BATH No, 2 --0� � � 4.Plumbing fixtures shall be usable. ,�/ E 0 Oo - �0 30" F^^si min. 5.Water closets,lavatories and bidets.A water closet,lavatory or bidet shall not be set closer than 15 inches t�- ------------------------------------------------------------- o from its center to any side wall,partition or vanity or closer than 30 inches center-to-center between adjacent O X fixtures.There shall be a clearance of not less than 21 inches in front of a water closet,lavatory or bidet to any Op 101-8/1 N = wall,fixture or door. ' Mo _ LOFT -� , N O - _ 6.The location of piping,fixtures or equipment shall not interfere with the operation of windows or doors. d O M = CATHEDRAL CEILING `D o Z iE � N v `m 00 N 7.In flood hazard areas as established by Table R301.2(1),plumbing fixtures shall be located or installed in ---------------------------------------------------------^. ^ O -vim --- d accordance with Section R322.1.6. OPEN RAIL .- 4 I� OWALL 8.Integral fixture-fitting mounting surfaces on manufactured plumbing fixtures or plumbing fixtures constructed m I I I I 1 I I I 1 I 1 � on site,shall meet the design requirements of ASME A112.19.2/CSA 845.1 or ASME A112.19.3/CSA B45.4. Q 1 �1 1 1 1 I 1 O 00 ^ I 1 I 1 I 1 3 I I 1 I I 1 1 1 I 1 1 I R:' Q /1D"f1I 1 I I17'-4'/2" I 1 I 1 I 1 100 1 1 1 I i 1 x O 21" 11-011 N _ CLEARANCE 1 r ' ^� O Cn N � ^ F4 2'-0" 200 - r N 1 d O M f, aEIN 31-5" I 5'-$'/2" 51-511 � � N 201 I 1 � n EM 1 I I 1 x I I m 1 1 I v z 0 I 1 I w v I 1 I = 00 a LU 0 O ~ 00 BEDROOM No. 3 �!' I ATTIC O0 c-'. N 00 ; I UNFINISHED 16'-11" 1 5'-1111 I I 3/4"SUBFLOOR 1 I C M O I I 1 ,- I I I a i - I N= EIN 13'-9'/2" LnNFn an 1 (3)2X8 HDR N I N v O cm m G O v EGRESS XU n•o �o +J U 2X10 DF#2 CJ 916"OC 0 o C -0 � w 18'-011 ,0 U Ln U - ' 361-011 01QJ N CU) 4 A DSPROPOSED 2ND. FLOOR PLAN W PROJECT NORTHSCALE: 1/4" = V-0" �� �© �� B ° 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED 10).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES N WITH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH ADHESIVE PER MANUFACTURE'S INSTRUCTIONS. FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2).ATTIC SUBFLOOR TO BE 3/4"PTS.APA RATED PLYWOOD. 11).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 3).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 12).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH U 4).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, 250#CAPACITY. 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. _ N-1 13).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. 6).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF- BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT _-- -- ADHEARED WATER RESISTIVE AIR BARRIER.OVERLAP 3"min. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE -�---- VERTICALLY; 2"min.HORIZONTALLY(WITH TWF AIR BARRIER AREAS. FLASHING).INSTALL PER INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 14).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 7).SIDING AS SELECTED BY OWNER WITH CORNERBOARDS AND TRIM 15).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 3/4"PEX HOME RUNS. (SEE ELEVATIONS).INSTALL PER MANUFACTURER INSTRUCTIONS. 16). INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS 8).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. UNLESS OTHERWISE NOTED,ALL OPENINGS OVER 3 FT.TO HAVE INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. DRAWN: MH/MS 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS 1 +lt SCALE: ON EACH SIDE FOR MICROLAM HEADERS. 17).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. }+ ,,rr � ` JOB#: 9).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS `^ , `k l� 5/22/2023 (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, SHEET NUMBER: FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. j�+ Qf PER CODE. ` � -5 D ,; � , TWINon�" i- FORKS Ju� 9 2023 288 E. Montauk Highway Hampton Bays, NY 11946 P E RM I T S 631-644-5998 Info@twinforkspermits.com _---.------=--=-- June 9,2023 -Via Hand Delivery- Glenn Goldsmith,President Southold Town Trustees 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Wetland Permit Approval Owner: Gil Ben-Ami&Tracy Ben-Ami Situate: 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 Dear Mr. Goldsmith: Please fmd a the$50.00 fee to satisfy the permit conditions for the above referenced application. If you have additional questions regarding the overall project,do not hesitate to contact this office. Thank you. Sincerely, 12 Ac.I�— Lisa Poyer Principal Planner TWIN/ FORKS 288 E. Montauk Highway PHampton Bays, NY 11946 ERINITS 631-644-5998 info@twinforkspermits.com May 8,2023 -Via Hand Delivery- Glenn Goldsmith, President Southold Town Trustees 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Wetland Permit Application Owner: Gil Ben-Ami&Tracy Ben-Ami Situate: 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 Dear Mr. Goldsmith: Pursuant to the above referenced properly and the pending application with the Trustees,please find four(4) copies of the updated site plan pier line diagram for the proposed residence. Plans have been prepared by Mark Schwartz and Associates. The revised plans include the following revisions: 1. The residence shifted to meet the pier line diagram to the adjacent homes; 2. The shift of the residence requires the removal of one tree on the property; 3. Planting of two new trees on the property;and 4. Shifting of the retaining wall on the north and south property lines to allow for screening vegetation on the face of the walls. The applicant would like to request if the project could be placed on the May 17,2023 meeting agenda for continued review and discussion. If you have additional questions regarding the overall project,do not hesitate to contact this office. Thank you. Sincerely, Lisa Poyer Principal Planner L MAY - S 203 Soul r,tri �;q Board of Tri-ices II REVISIONS: ESTIMATED FILLSITE DATA: SCTM: 1000-50-01-04 I GRADE: AREA: GROSS VOLUME:NET VOLUME: BUILD UP GRADE: DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: EL.56'-60'4859 SF 4859 SF X 4' 19436 CF/2 =19436 CF 9718 CF PROPERTY: 40,334 SQ.FT. 0.926 ac 1238 SF X 2' 2476 CF/2 EL.60'-62'1238 SF= 2476 CF = 1238 CF PROPERTY WETLANDS: 16013.8 SQ.FT. EL.60' 674388 SF 4388 SF X 7' 30716 CF/2 BUILDABLE PROPERTY: 24320.2 SQ.FT. =30716 CF 15358 CF 1095 SFX 2 2190 CF/2 ESTIMATED AREA OF 12000 SQ.FT. EL.66'-68'1095 SF GROUND DISTURBANCE: = 2190 CF =1095 CF ACC FC F FILL- 617 EXISTING HOUSE: 1418 SQ.FT. TO DEMOLISH 100 CU.YD. 200 CU.YD. EL 60'-67617SF 6175FXT 4319 CF/2 =4319 CF 2160 CF EXCAVATION' PROPOSED FINISHED HOUSE: 1888.7 SQ.FT. 7.77% 700 CU.YD. 125 CU.YD. EL 66'-701892 SF 1892 SF X 4' 7568 CF/2 PROPOSED GARAGE: 616.0 SQ,FT. 2.53% 100 CU.YD. 25 CU.YD. = 7568 CF =3784 CF PROPOSED EAST PORCH: 354.8 SQ.FT. 1.45% 75 CU,YD. 20 CU.YD. 9718 CF PROPOSED WEST DECK: 646.3 SQ.FT. +1238 CF SCREENED PORCH UNDER: (268.3 SQ.FT.) 2.66% 165 CU.YD. 55 CU.YD. +15358 CF +1095 CF PROPOSED SOUTH DECK: 58.2 SQ.FT. 0.240/o 5 CU.YD. 2 CU.YD. +2160 CF OUTDOOR SHOWER 16.0 SQ.FT. 0.060/6 2 CU.YD. 1 CU.YD. =29569 CF 29569 CF 3784 CF SEPTIC SYSTEM TO REMOVE 100 CU.YD. 200 CU.YD. =25785 CF PROPSED SEPTIC SYSTEM: 400 CU.YD. 200 CU.YD. 25785 CF/27 PROPOSED DRYWELLS: 50 CU.YD. 20 CU.YD. =955 CY TOTAL:955 CY TOTAL: 3580.0 SQ.FT. 14.71% 1697 CU.YD. 848 CU.YD. MEETS&BOUNDS BY: YOUNG&YOUNG SURVEY DATE: 5/11/2022 VERTICAL DAYUM NAV.DATUM(1988) ZONE:R40 O AREA SCHEDULE AREA SCHEDULE NAME AREA NAME AREA F�-1 NEW RESIDENCE FOOTPRINT: 280-4 w BASEMENT FINISHED SPACE 1ST.FLOOR FINISHED SPACE 1888.7 sq ft. BASEMENT UNFINISHED SPACE 1936.9 sq ft. ATTACHEO^ 1ST.FLOOR FINISHED SPACE 1888.7 sq ft. F-� 2ND.FLOOR FINISHED SPACE 1065.0 GARAGE 616.0 ssq ft. ATTACHED GARAGE 616.0 sq ft. O I / 2ND.FLOOR FINISHED SPACE 1194.7 sq ft. BASEMENT SCREENED IN PORCH 259.5 sq ft. 2ND.FLOOR FINISHED(UNHEATED)STORAGE 310.0 sq ft. �20' RIGHT I , TOTAL GFA: 5946.3 sq.ft. TOTAL: 3988.7 sq.ft. OF WAYPROPOSED WALL MASONRY BASEMENT SCREENED IN PORCH 269.0 sq ft. W I o 15' NON-TURF ALL TO REMAIN BASEMENT WEST COVERED PORCH 189.0 sq ft. I 1645019 00„ E BUFFER / BASEMENT SOUTH COVERED PORCH 54.9 sq ft. AREA SCHEDULE EX. ROCK WALL 70 4 BASEMENT WEST UNCOVERED PATIO 362.0 sq ft. NAME AREA 6 81 10 12 14 TOP OF EX. WOOD DECK BED / BASEMENT SOUTH UNCOVERED PATIO 224.1 sq ft. NEW RESIDENCE FOOTPRINT: 16 18 20 22 24 26 28 30 32 34 DEMOLISHED � � TOTAL: 1099.0 sq.ft. 0 BE DEMOLISHED BASEMENT FINISHED SPACE I 36 38 40 42 44 BLUFF EX. POND � II ) 46 48 ,r0 52 58 60 6 (I Op �F "I"'0 1ST.FLOOR FINISHED SPACE 1888.7 sq ft. Co 54 6 14' 66 Ov68 ) BE DEMOLISHED � 1ST.FLOOR EAST COVERED PORCH 354.8 s ft. ATTACHED GARAGE 616.0 sq ft. • � _ � I � I I I 1 1 / 70 101 � q 2ND.FLOOR FINISHED SPACE 1065.0 sq ft. M I I I I I _ ( SF) 1ST.FLOOR SOUTH DECK 58.2 sq ft. TIE LINE ALONG � I I I I I I I � I / / // �/ � 3 � 1ST.FLOOR WEST DECK b46.3 sq ft. I CONC. BASEMENT SCREENED IN PORCH 259.5 sq ft. 89. 12 w _D _ / gL 73.3 EL 6 . WELL TOTAL: 1059.3 sq.ft. APROXIMATE I I I I I I I � ' � I■ \ \ \ �-_Ex_WOOD� �\/ WALL � I I �"- " " HIGH UUATER MARK I I I I I 1 I AL1 D I- • / - / r I � ' � 1 � ' \ •---- � - of / I EL 59.2 \ ` 58 � � Q 111 I I I I I ■ \ X TNG - / '\ \ / ^/ 11 I 11 ,{ _ 0.9 2ND.FLOOR JULIET BALCONY 28.2 sq ft. TOTAL: 3829.2 sq.ft. O 1 I I I I POD Q 1 1 1�I 1 , T R AINING EXISTING30in-Pa [~ z io.a' O f{4 / ALL I TREE TO REM�IN r!I / A ; I ', // CJ4EXISTING 301n 1 a 1 � ��-1 M ' 1 ' 11 1 , • ' 1 _ �I/TREE TO BE RE VED. O I F4 1 1 4 0' 1 / f •T � 11 1 J ) / � 64 l W x 6 ' 24 8 1 J ' ' I 1 I Sb 7' 4.0� a / o �f r' I J 00 F-{ •►,1 4 C1' ' I I 1 2 34 ' 38 4K / 5 / \ \' 1, 11 COVERED I Z L J1_ §V I / \ O tt ww ^ 10 1 �6 l / J.2 36 I 24 / I i ' 1 PROPOSED 2 STORY PORCH R 1�SED 1 417 �4 I IF / 1` /, PROPOSED HOUSE / Pl/iALT - W 3 I I r I 11 -i DECK FF EL 70.3 D I�EWAY V o f / \ / O EX. �(/� D / I _ ISTING SANITARY I 1 PATIO ................. .=.� �/ 1 SYSTEM TO BE 1 N GRADE_. I�_.�.._,_... f I EL 56.8 DECK(23 S ' J R1 MOVED PER SCHDS 1 ' I ' __^_;_;_ EXISTING WELL_j zep I . STANDARDS- I --' _---_-_-_ TO 8E REMOVED s ` ' / \ ■ "' I--'-'�'-'-'-' � pRO EXIOING 30TH dl O 1 ■ ' p . as.o a PO \ / TREE TO REMAII4 PROPOSED £o -',/-- PATIO ° 7 D 1 D I Z i I I 1 I , t ---C--oNcanoE DECK s44e�c sroRYl , `'�', \ STORM WATER MANAGEMENT DETAILS ..:,1 - / sw - �6>pF ` - -�' ° ID I ... cu 1/A S TIC --------_ _ _ - LOCATION. SF AREA. N PER H l L / I 1` / ' EST ' �'Q F�- (BY p f 10RAI RUNOFF AT P R VIDE: L M N O / ' / _ ---_ _ �R$ 1 7 1 O V ^•, 2"RAI OUR PROVIDE CAPACITY: LYj m U ' ' "'"' - TOTAL ROOF AREA: 3265.5 SQ.FT. 545.3 CU.YD. (4)8'dia.,4'deep 169 CU.YD. $ 1 HOLE - - EX G AS I q I v Z X v - _ - t_--a_ - , LT pED ......_ PROPOSED DRIVEWAY: 2300 SQ,FT. 388.7 CU.YD. (3)B'dla.,4'deep 169 CU.YD. �O e�� .2 2 \ ':-c _ , �TO BE REMOV AY I \ 10 12 -"- i -� f \ f„z ^ TOTAL CAPACITY: 934.0 CU.YD. 1183 CU.YD. , ;p V 4i8.3o I 14 0 22 � - - - - _ - - - ---- - 16 18 �� _ _ E cTl w © En x 24 26 28 30 32 34 36 38 40 42 44 46 + - - - - - - - - - - _ _-�--- -------- 48 50 52 54 56 , � � �� ' ` � }},, I I 58 { 156 - 54 3' - - - - - - �- . .......... / 6` .� 60 -+> : 5 _ _ _ N - \ SINGLE BEAD HALF ROUND GUTTER o °' 00 0 O „ T1 1 RFT INING WALL AS RE IRED `l SOOgaI PR P NE STANDARD 5 HAYBALE � _ - - ROPOSED TREES \ I I LINE BJkMED NOTES: O3 ROCK WALL 1).EXECLITILON:COASTAL EROSION TO BE PLANTED tti / A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. CZS ^ I HAZARD * ' _ - - } 2 N 2).PREPARATION: Lo V ~ +' INE 640 _� I I� A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. Cr "o -- M I 5 0' 0 0 ` " . - J •�i 11.6' B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR It - fz RELOCATE EX. W ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. N I , RIGHT EXISTING HOUSE FOUNDATION uTlu O C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 2O IS BE DEMO NDATI I OF IGH I DEMOLISHED (1418 SF) PRO �POLE AND WELL O METALS WITH PROTECTIVE BACKING PAINT. VAY E UNDERGROUND 3.INSTALLATION: RG ROUN D A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 4a'OF RUN, ELECTRIC SERVICE 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER I LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND DRY WELLS TO BE 10'MIN. ACCESRIES. B).ALUMINUSOM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT AWAY FROM HOUSE CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL Q 1 I CONNECTION WATERTIGHT. 1 0, O 4).PROTECTION: Y W 50.21 O A o A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AAA Lr B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL rfWPI FTTDN- u 0 Emil(i I N SII z � L �a it C1l PROPOSED SITE PLAN plFil SCALE. 1 - 20'-011 DRAWN: MH/MS Lu s L, SCALE: JOB#: S [ rl 5!8/2023 f�A iV _ U r. ', I; `i' ' SHEET NUMBER: S-1 �.._ _ REVISIONS: '>/ / DWELLING / WELL IN EXCESS 1 / OF 150' OF I a P I F C T PARCEL I 1 / I�,-�-r CEL i W APPROXIMATE LOG{TIO / 120' RIGHT► OF SANITARY S'YS'FEM EX. MASONRY / � I OF WAY I PROPOSED WALL TO O I REMAIN l5 NON-TURF J S 164.0 501) 00" BUFFER I E EX. ROCK WALL TO / W 10 12 14 16 is zo 22 TOP OF 24 26 28 30 32 OBE DE DEMOLISHED ' 34 36 BLUFF DEMOLISHED EX. PO I 38 40 42 44 46 - a 48 50 52 54 (188 SF) ND TO �. 00 1 I1 I I I I 6 58 60 6 E�4 66 68 70 BE DEMOLISHED O TIE LINE ALONG M 1 I I I II I I I I I I I I I� � (1�0,"�1 SF) 110 ) �r \ :;n CONC. WALLAPROXIMATE X- WOOD 66 389. 12 2 _ �- LLHIGHVgTER MARK 0.91 I — III I I I I I , VN _ / / R AINIWG � = �. I _ ERISTING 30 / !! - I �T EETORE - SCD Q 1 I I I I I I I • , � I / � 64 I � ALL � �n LL 0 Lu ► I / I 5 8 I I I 1� I 15 I Jo I I I II C� ► 1 24 � — W Q �` I 1 2 34 38 / � ! I / D J I I O I I p ' 1 COVERED I I DWEL L L I N Cj I I 36 42 48 / / PROPOSED 2 STORY PROPOSED I \ , PORCH �•�• i I 1 6 2 ' 4� PROPOSED EHOF EL �USE ASPHALT WELL IN EXCESS 3� ' ` � I r � \ ! DRIVEWAY ! 1� _/ OF 150' w V I ( _ --- o OF ,`,' ._. / ' ' SUBJECT RCE O I I /EX, r /Q D / -' " FISTING SANITARY vnno _. .--,_ ! ECT Pq F�� 1 I SYSTEM TO BE oNGMDE_ 1 - \ I EL 56.8 L, J ^ O Z I I DECK (23 5 ) I I RtMOVED PER SCI-IDS - E------— EXISTkNG WELL J 1'—� F-� STANDARDS M EXI�ING 30in dia-'� � (� I TO BE REMOVED — ———— — TREE TO REMA[t O • ` / O 6 / ONPATIO GRADF PRDECOKeD C 1 FQ I I ' s�BERgGFORY' ` _ / 1 ' ►—I H ---- — -_ �3 Fad i / — I V / _ / EST ;_---------- F` _-__-_ - --�----- - _ ,� _ t� - --------------- ------�, / I I J HOLE - � t -_-- ExISTFNG ASI C 1 o _ r _ _ t:1-, ALT DRIVEWAY 1 _ _ TO BE REMOVED z 418.3 o 10 1214 16 _ --�-- - 3$ - - _ - 8- - - - - --1 ---- ---- ' ' m 18 20 22 24 26 + -_ ' , w / ----------- _ . - 5� - --� 1 8 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 + � - - - - � 1 60 156 54 3 ® N 1 6' _Ler O 500ga1 PRQ PANE C) I HAYBALE , _ _ �". T, e ROPOSED TREES `'' ..•, 4 LINE -_._.__.__._,___- BURRIED &K TO BE PLANTED 1 1 COASTAL EROSION RO K WALL -'------___- � � `,•, HAZARD LINE Q4• * , 6 I ,v 40 '5p� 1 / RELOCATE EX. Op�� W EXISTING HOUSE FOUNDATION UTILITY POLE AND 20' RIGHT I TO BE DEMOLISHED (1418 SF) I a O 1 OF I � I PROVIDE UNDERGROUND � WAY / ELECTRIC SERVICE I I m c o cf) . c T .24 Q" .2 50 O I I � 2 � I _ / w V 41 Ell • II ��/ � � .Sti \ ®WEL(I / I i ( (t V co N/O/F � U J t v `z (� I co � .� GEORGE DANGAS WELL IN EXCESS W / _ I APPROXIMATE LOCATIONOF 1S P-4� 0 O F I OF SANITARY SYSTEM / rn H --_ / rn u V )WELLING - - rn N I - J � E+ N S \ EXPANDED SITE PLAN �► t ui SCALE. 1 20'-0' r DRAWN: MH/MS SCALE: JOB#: A, - 5/8/2023 SHEET NUMBER: h S- 1 V REVISIONS: ESTIMATED FILL SITE DATA: SCTM: 1000-50-01-04 GRADE: AREA: GROSS VOLUME:NET VOLUME: BUILD UP GRADF: DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: EL.56'-60'4859 SF 4859 SF X 4' 19436 CF/2 = 19436 CF 9718 CF PROPERTY: 40,334 SQ.FT. 0.926 at EL.60'-62'1238 SF 1238 SF X 2' 2476 CF/2 PROPERTY WETLANDS: 16013.8 SQ.FT. = 2476 CF = 1238 CF EL.60'-67'4388 SF 4388 SF X 7' 30716 CF/2 BUILDABLE PROPERTY: 24320.2 SQ.FT. =30716 CF 15358 CF 1095 SF X 2 2190 CF/2 ESTIMATED AREA OF 12000 SQ.FT. EL.66'-68'1095 SF= 2190 CF =1095 CF GROUND DISTURBANCE: GARAGE FILL- EL.bO'-67'617 SF 617SFX7' 4319 CF/2 EXISTING HOUSE: 1418 SQ.FT. TO DEMOLISH 100 CU.YD. 200 CU.YD. =4319 CF 2160 CF EXCAVATION: PROPOSED FINISHED HOUSE: 1888.7 SQ.FT. 7.77% 700 CU.YD. 125 CU.YD. EL.66'-70'1892 SF 1892 SF X 4' 7568 CF/2 PROPOSED GARAGE: 616.0 SQ.FT. 2.53% 100 CU.YD. 25 CU.YD. = 7568 CF =3784 CF PROPOSED EAST PORCH: 354.8 SQ.FT. 1.45% 75 CU.YD. 20 CU.YD. 9718 CF PROPOSED WEST DECK: 646.3 SQ.FT. +1238 CF SCREENED PORCH UNDER: (268.3 SQ.FT.) 2.66% 165 CU,YD. 55 CU.YD. +15358 CF +1095 CF PROPOSED SOUTH DECK: 58.2 SQ.FT. 0.24% 5 CU.YD. 2 CU.YD. +2160 CF OUTDOOR SHOWER 16.0 SQ.FT. 0.06% 2 CU.YD. 1 CU.YD. =29569 CF 29569 CF -3784 CF SEPTIC SYSTEM TO REMOVE 100 CU.YD. 200 CU.YD. =25785 CF PROPSED SEPTIC SYSTEM: 400 CU.YD. 200 CU.YD. 25785 CF/27 PROPOSED DRYWELLS: 50 CU.YD. 20 CU.YD. = 955 CY TOTAL:955 CY TOTAL: 3580.0 SQ.FT. 14.71% 1697 CU.YD. 848 CU.YD. MEETS&BOUNDS BY: YOUNG&YOUNG SURVEY DATE: 5/11/2022 VERTICAL DAYUM NAV.DATUM(1988) ZONE:R40 O AREA SCHEDULE AREA SCHEDULE NAME AREA NAME AREA NEW RESIDENCE FOOTPRINT: 280-4 W BASEMENT FINISHED SPACE 1ST.FLOOR FINISHED SPACE 1888.7 sq ft. 1 BASEMENT UNFINISHED SPACE 1936.9 sq ft. ATTACHED GARAGE 616.0 s O I I 1ST.FLOOR FINISHED SPACE 1888.7 sq ft. 2ND.FLOOR FINISHED SPACE 1065.0 q ft. ATTACHED GARAGE 616.0 sq ft. O I I / 2ND.FLOOR FINISHED SPACE 1194.7 sq ft. BASEMENT SCREENED IN PORCH 259.5 sq ft. I I ' 2ND.FLOOR FINISHED(UNHEATED)STORAGE 310.0 sq ft. 20' RIGHTI , TOTAL GFA: 5946.3 sq.ft. TOTAL: 3988.7 I OF WAY I PROPOSEDsq EEXMASONRY BASEMENT SCREENED IN PORCH 269.0 sq ft. I 15' j�V tON-TURF WALL TO REMAIN BASEMENT WEST COVERED PORCH 189.0 ft. I s / S 1640 501 00" E BUFFER ft BASEMENT SOUTH COVERED PORCH 54.9 sq . AREA SCHEDULE I / BASEMENT WEST UNCOVERED PATIO 362.0 sq ft. NAME AREA EX. WOOD DECK E BE D CK WALL TO / BASEMENT SOUTH UNCOVERED PATIO 224.1 sq ft. NEW RESIDENCE FOOTPRINT: 6 SI 10 12 14 16 18 20 22 24 TOP pF EMOLISH 26 2g 30 32 34 36 BLUFF O BE DEMOLISHED ED JOO� TOTAL: 1099.0 sq.ft. BASEMENT FINISHED SPACE I 38 40 42 44 1ST.FLOOR FINISHED SPACE 1888.7 s ft. I 46 48 50 52 54 (188 SF) EX. POND TO I q II I I I 6 58 60 6 E�4 BE DEMOLISHED ATTACHED GARAGE 616.0 sq ft. 66 68 70 1ST.FLOOR EAST COVERED PORCH 354.8 sq ft. I I / (�01 SF ' PROPOSED 1ST.FLOOR SOUTH DECK 58.2 sq ft. 2ND.FLOOR FINISHED SPACE 1065.0 sq ft. TIE LINE ALONG • �I I I I - _ _ _ _ -_ ) I RETAINING WALL 1ST.FLOOR WEST DECK 646.3 sq ft. APRO ' 1 I I I // I CONIC. WALL 1 1 XIMATE I ( I / �� _ _�__EX. W _ , 3 s 9 2 WELL TOTAL: 1059.3 s .ft. BASEMENT SCREENED IN PORCH 259.5 sq ft. 1 I I I �o_ __ _ oo_D , , q v� HIGH WATER MARKAL1 I X TNG \ ^i ( W q.ft. I / ( 1 1 58 0.9' DTOTAL: 3829.2 sQ I I I I I I I \ PO D / / / 2ND.FLOOR JULIET BALCONY 28.2 sq ft. O Q x'7.3 _ _ 63.5 (�EXISTING 301n re ['� z / II - '` ,T ,oa o / 66.8 / 1 1. 64 2 i "c�TREE TO REM IN 156 / ♦�1 • t, t / TREE TOREMAIN 1 %+ EL• 5FO4 I I 1K I �0 I `� 1 66.E PROPOS D"I - C� x ' � I 24 8 � J � ' ' ' I I 5� � � � - o r r 64.0 � // � gRIVEWAY I E-+ 2 34 ' 38 �j 'J 2 5 / �,� / 4 2 ' 1 10 I I l I 4 / � / ( I 1 1 PORCH / ♦ / O 6 J,2 364� IPROPOSED 2 STORY[} ♦ / � PROPOSED 1 '1 3 ' , DECK' � HFF ELOUSE 1 67.2/ VN I ( I I .- ` * _=____ \ C] EXI NG WELL O / / f '' _. Tb BE--EMOVEP /67.2 / �UR81 t _ •� I EX. D / ]STING SANITARY I 1 e I / O ' �� SYSTEM PER C 1 PATIO 1------------_- 1 / 31 EL w ' I DECK (23 S ) I 1 I I \ RIMOVEDPERSCHDS 1 '� ON GRADE-• - Zeo / 1 5 STANDARDS t-_:____:_ ` AROp £ -•I ` EX ING 3 in diar ea b PROPOSED OS ♦ 1/ \1/ I 7. EE OR 114 6( _ PATIO p, �• /� ? \ , ' -G'- - ( oN GRADE DECK J(GyB"�'`t J/OAC Y \1 - / - / 1 1 14,Xa,oD F�6jcEA, STORM WATER MANAGEMENT DETAILS I t\ \ ,� � I I / / / / / / / / � I I 1 � 1 1 � 1- , ♦L / / / / DW CONCRETE SLAB -SmA. - __-��- _ __ _______} ______. __.__._ ._ ('f) I _.__•--.__ _ _ / ' / \ UR PROVIDE CAPACITY EST y 1 O /r LOCATION SF AREA 100%RUNOFF AT P R VIDE: CAPACITY:L N \ /___ __ _____-__ _ / w 2"RAIN PER HO m tJ l 1 HOLE - - _-->- EXIs r=rN I 1 V z TOTAL ROOF AREA: 3265.5 SQ.FT. 545.3 CU.YD. (4)8'dia.,4'deep 169 CU.YD. X V �..____ � - � PHALT DRIV � PROPOSED DRIVEWAY: 2300 SQ,FT. 388.7 CU.YD. (3)8'dia.,4'dee 169 CU.YD. O _ "� F TOTAL CAPACITY: 934.0 CU.YD. 1183 CU.YD. + _ TO BE REM VED I 0 418-301 101 1214 16 18 20 22 24 � � � � - - - - - --- - -- -----�-------p---- ---•--- - / z W rn 26 58- - _ /A ZPTIC - Q ;1, - - - - _ _ _ _ _ x o -' - - - (BY OTHERS 5� F 56 I 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 - ' TOW EL. 60.5 Em - - ) - - - _ _ _ _ _ , - - ' % / \ �' w va I 54 52.6 ++ LFrt�r _ _ _ _ �y ;06�gahPROPANE f 56 •-, O SIINGLE BEAD HALF ROUND GUTTER o °1 2 I 58 60 AINtNGWALL AS-, - - 56-E UIRED5 ' - -N _ BU_RRIED TANS \1 Q I _ \ STANDARD 5" A HAYBALE ,� NOTES: I 57 \ Q � COASTAL N • 1).EXECUTION .� I I EROSION LINE ROCK WALL \ - - 1 _ ✓ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. I HAZARD LINE w I 2).PREPARATION: U) U ~ •a' N Q50.) 0 - A)CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION C1 \6 -.-y� (n I EXISTING RELOCATE E v ' 00" 11.6' B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR It 8 X. ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. N 2O' TO HOUSE FOUNDATION PROW DUTY O C).PA INT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 2 O METALS WITH PROTECTIVE BACKING PAINT. W RIGHT E DEMOLISHED POLE AND WELL ,INSTMEALSW � A).PERFORM WORK IN ACCORDANCE WITH ODA HANDBOOK AND THE DRAWINGS. (1418 SF) E UNDERGROUND 1).GUTTERTO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY40'OF RUN. OF VUgY i ELECTRIC SERVICE 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSM DRIES. ALUMINUM:RIVET AND CAULK WITH A BUSEALANT SLIP JOINT DRY WELLS TO BE SO'MIN, B).CONNECTORS. AWAY FROM HOUSE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED,SEAL CONNECTION WATFERTIGHT. 0. O 4).PROTECTION: W 50.21 O • O A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL MMPI mnN �1 O F �EE�� L� I~ APR 1 9 2023 Southold Town U Board of Trustees zrn x o � rn '� PROPOSED SITE PLAN N �� SCALE: 1 " - 20►-p11 rn - ; . SJ ♦�5 r � �' +`".+ �J � DRAWN: MH/MS u, ft'xZ „� . j. SCALE: JOB#: Os / S U SHEET NMBER: S- 1 REVISIONS: Lij ti _ 4 r I I DWELLING I ARTHUR A N/O/F AR I I AND FRANCES CES LEUDESDORF I I 1 APPROXIMATE LOCI-ION 120' RIGHTI OF SANITARY SY uvi I I OF WAY i O — 1' 164 S ° -- �501 pp E � 1 I Q 10 12 14 16 18 20 22 / W — _------- 24 26 28 30 32 i' 34 36 38 40 42 44 46 � / -- 48 50 5254 6 58 60 62 y4 66 68 70 0 z PROPOSED • ' I I I I I I I I I I I _ _ _ _ a• RETAINING WALL w EX = _ CONCWALL . 389. 12 1 I I I I I I I I I \ 70_ - _�_= WOOS i 6 7\ XIST h` r ! 1 I I I I VNP 11 5� X6.8 I LL J ; PROPOSED W I 2'0 I 21 I J8 I ) / 5� t o-b i1 >4.G t I, DRIVEWAY., 110 IIS 1 2 38 I / I i 42 S 1 ♦ � COVERED � 6 36 48 I. I I PROPOSED 2 STORY PORCH t �t Z I [� / \ / PROPOSED �:_ , �% 1 I 1 32 1 4� 4 / — / DECK HOUSE h 1.2 PAVERP O 1 I I 1 1 f I I I I ♦ FF EL 70.3 \ t / .�� 5T -- 6'DEE j V 1 3� I r `E o EXIS NG WELL O _ TO BE EMOVEp 67.2 N O I /EX. 443� O D I / I - • , PATIO _. I——.——.——.—. I EL S I DECK / 1 oNcmoF I------- ' 4.3' Q `r ) (235 ) _ I---___- 6 Q I I I 1 1 I -- _ _ _= \_ PATIO PROPOSE ` PROpOs O J 6� --------- \ /- oro enaoe DECK - S •`„1 S�OC .\ - \ _ / _ ' .. 60 e' .-. Q EST ------ - _ - t \1 7a O 8 ' 1 [, HOLE --------------- --- - > - I 1 —� -4--�-- 1 - --- — ' � x 4� 8• _--_ _r__ — "-- � --._ \ _ _ 'Ex�S�fNG BE DRIVEWAY 1 D. � ,`� __- _TO REM VED I CIO 5s- - - - - - , - - - - — —� - - -�' m 1214 16 18 20 22 24 26 W Sg— -/ O —-- 5� -------------------- ------------ \ �' '—� �a I 28 30 32 34 36 38 40 42 44 46 48 50 52 — - - - — — — ------ 54 56 ' I 58 54 sz. ® \ \i� � _ N 500gaf PROPANE i 56 60 5{— — — 58 _ ` \ O O I 13URRIED TANK - > 1 I MO K WALL ' \ •_ 1 I ?j 050') 00 �, - - - - - - - - - / -P 11.6' 70 - 1. W 20' RIGHT 1Xl a - O I OF WAY I -- -_�_ ---- - o �O X V I Om r^7 fO x ocz -T v m D- _WELLING Lo DUUELLING N/O/F I ' � U �I I EX IN GEORGE DANGAS WELL I CESS W APPROXIMATE LOCATION OF 150' OF I I 1 OF SANITARY SYS-1 ER,1 U B E --I- p ARCEL _ / DE c E v EU W ---- ---- -___ APR 1 9 2023 � -- Southold Town i+ Board of Trustees s EXPANDED SITE PLAN � 5J `� APPROXIMATE LOCA T ION Uj' OF SANITARY SCALE: 1 " — 20'-0" I'.SYSIEM DRAWN: MH/MS . / SCALE: JOB#: 4/19/2023 SHEET NUMBER: S- 1 b REVISIONS: FINISHED FLOORS ELEVATION To BE SITE VATA VERIFIED BY ARCHITECT AREA = 40,334 50. FT. * VERTICAL DATUM = N.A.V. DATUM (1988) J ! ! ! S t At � �` ! -5 rAw • ry qD /, / 01 .c y v ho 0 / 0 VIA CL- ! 0 � of P-a 0 74.3 50 yfll ' -I o. `� a 4� - p�' ,l`�10 ,fin '� -5, v 0 tZ ! .41 �,� �// / . j r' f �- 1��„ `'"` s ! 69.4 , y.�3. 67.9FFL � L.F. 76 66.1 �,, p I 64.0 Q O 5 0 9.2 0- co �T ��� 57.8 f �a e�' 6�3.d' � ; �,� - /•"`• � `` .. I.•�-j � W Ham, r .�j ,4 jo 1` e �` 165,.7, -_ �'' / gyp" d $3. '�' o $ '56, •78, f0 ; . �O 4.OR f �~� 57.1 111 4 fo TE5T HOLE o�y f � - ,°�' ryoL5.oF-.DIS.+ BY MaDONAL 6EdGfENGE rjo 056.8 da +s .DATES o3/oa/18 eS 1 U�0 �T EL._59.8 0.0 `� rbc �q,mer/ sq Ar x Quij �.ol � ••..i � . s�s 5 +� 56.0 17AI BRUfrZN LOAM � h��, .y Nir,� �i0 �`� Co. AAD r �' 1 � K ^•G V � J 1 56.1 p rn 051 Tm BROYKM CLAY e/% �?- nr A_. o x o . —RIOo' S5. w 5 00 10 55.9 �3RONW 6.O' 55.9 56.1 CLAYEY SANDX L,"✓✓ WITH GRAVEL. Lo'' U IN LAYERS Y-S r` Q, �Y o10 ( ) LOT COVERA&E ' .. N WATER IN 1 � 2 BRONw PROP05ED CLAYEY SAND INITH HOU5E = I,112 SO. FT. = 4.2% GRAVEL TERRACE = ci62 50. FT. = 2.4% �� �. m � �m Q APR 1 9 2323 WATER IN -to.o POOL = 68O SGS. FT. = 1.796 I/�,� - �3 Southold Tovin u BROWN FINE A5PHALT PRIVEYVAY = 1,668 50. FT. = 4.1% // �� fir �J `, II pk E o r� Ot rz.stens O TO COARSE � -D SAND Cr a 7170VII '- q j d (SSU TOTAL = 5,022 50. FT. = 12.49o' H HIGHEST EXFECTED ! o `r' '@r�' 10^ lop U", V W A •' � d, ffILII ORIGINAL SURVEY BY: YOUNG & YOUNG ,, . ORIGINAL SURVEY FEB . 11 , 2016 r .0¢ SCALE: 1 " = 30'-0" ��� DRAWN: MH/MS SCALE: JOB#: 1/24/2023 SHEET NUMBER: S- 1 a 1 !FO IN R K S 288 E. Montauk Highway R 6b11 T S Hampton Bays, NY 11946 631-644-5998 info@twinforkspermits.com April 13;2023 -Via Hand Delivery- Glenn Goldsmith,President Southold Town Trustees 54375 Main Road PO Boy: 1179 Southold,NY 11971 RE: Wetland Permit Application Owner: Gil Ben-Ami&Tracy Ben-Ami Situate: 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 Dear Mr. Goldsmith: Pursuant to the above referenced property and the pending application with the Trustees,please find four(4) copies of the updated site plan pier line diagram for the proposed residence. Plans have been prepared by Mark Schwartz and Associates, sheets S-1 and S-la last dated 4/12/2023. If you have additional questions regarding the overall project, do not hesitate to contact this office., Thank you. Sincerely, Lisa Poyer Principal Planner APR 1 3 2023 REVISIONS: E C E 5 OF 750, OF II q101 A R I H Ur, F 1;F i T i SUEJECT PARCEL ANID FR qqCF-S ' iLE' DESDOpp J6 TL 1.03110" 120' RIGHTI Oi- OF WAY I I , i� 00"" E S t640 501 61 �,6kwkOHLER GEN 0ITI'-I TRANSFERSERATOR II WITCH t EXI/T. B C) Tu L(I-- TO BE REMOVED PROP f---- 58 60 62 66 68 70 Ouj�iJERS OSED GRADE T8 10 12 14 16 18 20 22 24 26 28 30 3234 36 38 40 42 44 46 485 I 6 64 co T� 0WOADJUSTLN SLTO NATURALGDANDWARD OF BLUFF op CnNC. WW .6 389- 1 ) EX- WOOD 1 12 WELL k.0 AL-L-- ----- - ........ r) 62o 58 6 F%- J0.9- 612 cc 0 1 1 1 ( I l i i i I i I N i r Ill ;a,.q .�i _ 65, ° �A SED L Lu 5/6 I I / E 40 �41 EL 63 I 2h �13 0 k in / % I I I 18 3� 5 D D I 1� I 1� 2 3p 4il 5� / 12 4,8 COVERED 6do )6 316 1 44 PROPOSED 2 STORY PORCH 'AV' L I DECK 1, 6 DEE 46 HOUSE PROPOSED' C ES5 1 FF EL 70.3 DRIVEWAY 3b 1'�C,WELL 0 F 7 0 TEXII-IT VED G 6 50, or 0 ------------ -I Ou��lo co O�. PAj- O O / E D ----------- - -------- - NGFLADE-- ------------ DE 5 �236 S e4 c .............. > ............ . PR EL%5 0, 0 kk:-- O I / I I I I 1 / ( l I 1 j I I 11 1 I ------------ NACTIOD DECK 7S7.0 .0 y------ - --- ff 1'."0 D. ---------- --- ------- ---- -----Y �e ------ 6 -0 --- -------4 — —.7, , F ------ TEST ----------- -------------------- HOLE - EXISRNG ASPHALT PRIVEW 8 00 --- ------ EfE�q ED AY I >. 7- -- — , L--- _y �-4 �!o---- m 418-30 ol 1214 16 18 — —_.-,%- ---------------- TOW I ----------------- ---- -------- 38 --40 42 44 46 48 50 54 56 + 20 22 24 26 28 30 32 34 36 �-- �.-- ` � -- I .52 L. 60.5 58 60 V6 500-g-aLPROPANE 1 56 c*4 j3URRIED-TANK 0 o > ROCK WALL 12.0— • 6r?-) 640 509 '19- Su 00 56 WRIGHT PROPOSED GRADE TO ADJUST %WELL 0 OF WAY I TO SLOPEDOWN TO NATURAL c� 14 PROPOSED To BUILD UP SLOPED GRADE GRADE, LANDWARD OF BLUFF )> (ELEVATION 54'-58) TO ELEVATIO To MINIMIZE EXISTING SLOPE To BLUFF' TO 2) O-C4 T?Y L L(I Nr Lo U m GE-ORCAF INIS IwE ESC oil- LOCATIO.. S,A - _ U N y SYS-T P/1,CEL Cl EXPANDED SITE PLAN 0 'A�ATF r- Loc gl SCALE: 1 " 20'-011 SAN)TAPy DRAWN: MH NIS SCALE: JOB#: 4/12/2023 SHEET NUMBER: APR 1 3 ;3 S- 1 b Y Glenn Goldsmith,President �O\�g11FFU(��,OGy Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 0 Eric Sepenoski ? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples �Ol �a ` p � Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: Twin Forks Permits on behalf of GIL&TRACY BEN-AMI requests a Wetland Permit to demolish 1,418sq.ft. of remains of old foundation; remove/abandon existing sanitary system; demolish 188sq.ft. wooden deck; demolish/remove existing 70 linear foot long rock wall and 101 sq.ft. pond; construct a single family dwelling with a 1,937sq.ft. finished basement that includes a 269sq.ft. basement screened-in porch, a 185sq.ft. basement outdoor storage area, a 244sq.ft. basement covered porch, and a 586sq.ft. basement uncovered patio; proposed first floor finished space at 1,889sq.ft., attached garage at 616sq.ft.; proposed second floor at 1,194sq.ft.; proposed attic space at 616sq.ft.; proposed unheated storage at 310sq.ft.; proposed 354sq.ft. first floor covered porch; proposed 702sq.ft. first floor deck; install a 28sq.ft. Juliet balcony with steps to ground; install a 270sq.ft. concrete slab with 60 linear feet of enclosure fencing around slab; install a new I/A septic system along the side of dwelling; install a new generator, a/c condensing units, and buried propane tank; install a new potable well; install a new driveway; install gutters to leaders to drywells to contain roof runoff and driveway drainage; 65 linear feet of existing northern retaining wall to remain; 50sq.ft. of existing northern steps to remain; construct a 48 linear foot long retaining wall from steps to dwelling; construct a 30 linear foot long retaining wall in north to south direction at 4' in height, and a southern retaining wall along southern property line at 148 linear feet long varying 2'-6' in height for.proposed I/A sanitary system; approximately 1,697cubic yards of fill will be removed for the construction of the dwelling which will be built into the existing topography on the site with 848 cubic yards of fill to be relocated on the west side of dwelling to allow for driveway and parking area; and to install and perpetually maintain a 15'wide non-turf buffer along the top crest of the bluff with a 4' wide access path. Located: 1800 Hyatt Road, Southold. SCTM# 1000-50-1-4 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 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARI NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ♦ CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OB'3ERVATIONS AND OR DATA OBTAINED FROM OTHERS. N HEALTH DEPARTMENT�15E 400 Ostrander Avenue, Riverhead, New York I1401 tel, 651.727.2303 fax. 651.727.0144 admin@youngengineering.com nnr fifir � � 1'✓ Howard N. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer W Dou Engineer las E. Adams, Professional g w Robert 0. Tost, Architect x SITE DATA S . AREA = 40,334 SQ. FT. * VERTICAL DATUM =NAVD(1988) * FINISHED FLOORS ELEVATION TO BE VERIFIED BY ARCHITECT J / 0 ' ENGINEER'S CERTIFICATION / I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY�OF. ESOIL, " DrY SITE AND GROUNDWATER CONDITIONS,ALL FACILIntS;AS PROPOSED, %` m �' i/d j r r / ` erg CONFORM TO THE SUFFOLK COUNTY DEPARTMENT O 'HEALTH SERVICES T vI Of'r j ,j rj Nd '/ / srs tii �p�h Cos/`ryjer s�q x<o CONSTRUCTION STANDARDS IN EFFECT AS OF TF�IS DATE! E. i, a. /' /j ' Ijt /' rs ,�d ✓ f'2! ��a,.,( ///�g� ehZq y yrs)-;'of - i n] CO %AC // t ! / f j t /' / r/ J6 rry• TC' ' c. e.. � . w .a"o,/' ;ar FF:'_v.... �1,c'sf`° , �i (N ° �• � / f f /I ��` f //f / 7 J f I /' / 5U.1 k � �r o-r,-�,;,r„n.+w,n r^'!NI �� p�,A�'I®,�+ � tI `., .., `c-t MI m f /g° f /X7.6// �O f:-d.. \ -.n.' �''�' ,fe'': „1` �y• / Y /�3M ! / //l f 5f.4 ! / / HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n \_..;'� 1 / 8 THOMAS G.WOLPERT,N.Y.S.P.E.N0.61483 ---� / / �� '3�r / f t j / 1 /,t i f ,/, 596 ► I 1.9 � O r140 236 ( �pO V U DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 0:g} _��.-...._- °° / / '' ✓ r V,' t ` c S 56.7' + I f ,r�-:� 73.0 /4� 704�kb /9. oa I' �S:9�ss ,�� p� .r�,� SURVEYOR'S CERTIFICATION F9. ry \ 1 / 73.3 7.9 �`\ 5 .7! '� / OUNDAT)oN L 76 1 *WE HEREBY CERTIFY TO G i L a E N-AM 1 THAT/ WYS SURVEY uVAS 57.6 + n '9�/ �Q o / / / r,"r 1 1 t ss. �.r 'J� e' sa.o PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICEfOR LAND SURVEYS C / C'�S o r j 52.4' t. �`-�. 59.2 r/• ADOPTED 8Y THE NEW YORK STATE ASSOCIATION N dF PROFESSIONAL LAND R �'y'g2 O 57.8 . 58. +TH'. iFy o FFL 1. 6 . _,_` `� I +68.2 5" DIAD'- J ` SURVEYORS. q€ - Fx '4 S/O / -...,�.�. Yh t 65 ..A,.^�'.� !4/ ''1Ft�s 30'.{71A. ` 58. 8.3 ~ /g 'QD< '! ( ,`' '•3_ 1 I / TREE Y o r ' _St/. •. •.,... \ 1 8.8 8.2 _445 44.8 _,( 57.1 X;4 acr l SiQ� fY1rC ��T/o'�' "�. `'��^-��pi�r'. ,_ n,• ,�' , b,-�__ >� � O�..I'�- ��L i� - '__._= - r\'`; /`t 60. SO 0 6 �?57 '�'� / - 4:. ss. 56.8 0 HOWARD V YOUNG, S.L.S.N 45893 q3 _o. O `X f n0/1r �GF � O� .�� � 'i / TREE-56+8 \ C;^ Ori 8 +54.7\ / \ r9e ` rDwei//n9DJ �e . LQ0 56 +5 "1 SURVEY FOP,5s o 5 .5:4 QSr '� ; "� 95.9 56.1 o GIL BEN-AMI ,r TEST HOLE \ S�� `�---R100' S555.9 56at Southold, Town of Southold N BYMcDONALGEOSCIENCE \ \ ORY<o� 1 aRR�ny Suffolk County, New York I DATE:03/09/18 sr of "rq ° Q _ N EL=59.8 0.0' BUILDING PERMIT SURVEY 0 N DARK BROWN 2 r LOAM 0 ) `- ( U JUN 2 6 k) 0.5' m Q `�° 'ty p 550 Block 01 Lot 4 Ol G Un CLIC Ma District 1000 Section a BROWN CLAY / eve/ ' ® � ELD URVEYCOMPLETED 2 a (CH) / n9J m U U MAY 10,20 2 / Ge For \� 2 q 1 Southold Town MAP PR PARED MAY 11,2022 BROWN CLAYEY 6'0 V) GRAVEL Board ofTnlstc 9e SAND WITH / �/ GRAVEL IN @ J z Record of Revisions � S � O 0 LAYERS // rgs�Nir4R<o REVISION DATE o EL=2.8 57.0' / (4 rS}CS � WATER IN BROWN CLAYEY SAND WITH GRAVEL 70.0' N a WATER IN BROWN FINE TO COARSE o SAND } (SW) �0 76.0' 50 0 25 50 100 150 O HIGHEST EXPECTED GW EL=2.8 Scale: 1" = 50' a JOB NO. 2022-0084 DWG. 2016_0003_2022_0084_bp 1 OF 1 REVISIONS: SITE DATA: SCTM: 1000-50-01-04 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,334 SQ.FT. 0.926 ac PROPERTY WETLANDS: 16013.8 SQ.FT. - BUILDABLE PROPERTY: 24320.2 SQ.FT. - ESTIMATED AREA OF 12000 SQ.FT. GROUND DISTURBANCE: EXISTING HOUSE: 1418 SQ.FT. TO DEMOLISH 100 CU.YD. 200 CU.YD. PROPOSED FINISHED HOUSE: 1888.7 SQ.FT. 7.77% 700 CU.YD. 125 CU.YD. PROPOSED GARAGE: 616.0 SQ,FT. 2.53% 100 CU.YD. 25 CU.YD. PROPOSED EAST PORCH: 354.8 SQ.FT. 1.45% 75 CU.YD. 20 CU.YD. PROPOSED WEST DECK: 646.3 SQ.FT. OUTDOOR STORAGE UNDER: (189 SQ.FT. 2.66% 165 CU.YD. 55 CU.YD. SCREENED PORCH UNDER: (268.3 SQ.FT.) PROPOSED SOUTH DECK: 58.2 SQ.FT. 0.24% 5 CU.YD. 2 CU.YD. OUTDOOR SHOWER 16.0 SQ.FT. 0.06% 2 CU.YD. 1 CU.YD. SEPTIC SYSTEM TO REMOVE 100 CU,YD, 200 CU.YD. PROPSED SEPTIC SYSTEM: 400 CU.YD. 200 CU.YD. PROPOSED DRYWELLS: - 50 CU.YD. 20 CU,YD. TOTAL: 3580.0 SQ.FT. 14.71% 1697 CU.YD. 848 CU.YD. MEETS&BOUNDS BY: YOUNG&YOUNG SURVEY DATE: 5/11/2022 _ VERTICAL DAYUM NAV.DATUM(1988) ZONE:R40 O AREA SCHEDULE AREA SCHEDULE NAME AREA NAME AREA NEW RESIDENCE FOOTPRINT: 280-4 W BASEMENT FINISHED SPACE - 1ST.FLOOR FINISHED SPACE 1888.7 sq ft. 1 BASEMENT UNFINISHED SPACE 1936.9 sq ft. O I ATTACHED GARAGE 616.0 sq ft. ^ ft. ATTACHED O 15T.FLOOR FINISHED SPACE 1888.7 sq ft2ND.FLOOR FINISHED SPACE 1065.0 sq. ATTACHED GARAGE 616.0 sq ft. I I / 2ND.FLOOR FINISHED SPACE 1194.7 sq ft. �.� I BASEMENT SCREENED IN PORCH 259.5 sq ft. ^ t 2ND.FLOOR FINISHED(UNHEATED)STORAGE 310.0 sq ft. BASEMENT OUTDOOR STORAGE 210.0 sq ft. F+•I t 20' RIGHT I / TOTAL GFA: 5946.3 sq.ft. WOF WAY I PROPOSED EX. MASONRY BASEMENT SCREENED IN PORCH 269.0 sqAIN ft. TOTAL: 4298.7 sq.ft. I 640 ISNON-TURF ALL TO REMBASEMENT OUTDOOR STORAGE 185.5 sq ft. /S t 5 0► 00 E BUFFER BASEMENT WEST COVERED PORCH 189.0 sq ft. AREA SCHEDULE 6 I EX. ROCK BASEMENT SOUTH COVERED PORCH 54.9 sq ft. NAME AREA TOP OF EX. WOOD DECK BE DE WALL TO / BASEMENT WEST UNCOVERED PATIO 362.0 sq ft. NEW RESIDENCE FOOTPRINT: $ 10 12 14 16 18 DEMOLISHED 20 22 24 26 2$ 30 32 34 36 38 90 42 4 00� BASEMENT SOUTH UNCOVERED PATIO 224.1 sq ft. p BE DE �T BASEMENT FINISHED SPACE i J BLUFF DEMOLISHED EX POND TO ' , 1ST.FLOOR FINISHED SPACE 1888.7 sq ft. 4 46 48 50 52 54 6 58 60 188 SF) B PROPOSED V 7 TOTAL: 1284.5 sq.ft. I I 6 66 E DE GRADE TO ATTACHED GARAGE 616.0 sq ft. p0 6s 70 MOLISHED TO SLOPEDO NATURAL 2ND.FLOOR FINISHED SPACE 1065.0 sq ft. ] _ (101 SF) I GRADE, WN TO RAL 1ST.FLOOR EAST COVERED PORCH 354.8 sq ft. TIE LAND LINE ALONG (` ..� y 60 --�_ - I WARD OF BLUFF 1 ] ( 1 _ _-, - CONC W 389. 2 1ST.FLOOR SOUTH DECK 58.2 sq ft. BASEMENT SCREENED IN PORCH 259.5 sq ft. APROXIMAT I J 1 j J j I i j 1 l % / 1� �� EX. �. �_ 1-� j J ! r y y % WELL 1ST.FLOOR WEST DECK 644.0 sq ft. E J I � � � I � ! � \ � �+�• WOOD / \ _ 1 � y BASEMENT OUTDOOR STORAGE 210.0 sq ft. HIGH WATER MAR I I 1 J j ) j ► I J I C j C 1 __ - -WALL - � DW i`' GE EROAT a'(' {,; / '�\ �� ` i TOTAL: 1057.0 s .ft. K ] I j J ! I I I J y , N , 1� � �,-6� i ss q o TNG i�� / ��17 �a � DW �� = "6 s ,�_ -``_�� 11 1 ° 61.b ° 0.9 O Q TOTAL: 4039.2 sq.ft. 2ND.FLOOR JULIET BALCONY 28.2 sq ft. � W t1 ] j j J / 9 -�- - .L 1.�1 , I�.a o I_ .-'� +-�_ L ♦ EL 58 SED H z 10,1 j ♦ c � 5 � J � LL I 1 I 1 i J J l / •o \ EL 63 x 4 ♦ ,�. / 8 ] 1 0 I ] 2 } I F i 5� / �i H i � 1 J o I I .a as' CA r I Vv 4 \ C VERED ♦ ..... .::.... 1.... . FTS O I �(lb 2r I 11 42 ] 4 f f 5 I 11 P - ,::;::;;::..::;::'' 1.;: ::,•:::i: ::i::646`<::::<.',.; .:.'::::6do..::%:, w C B 6 I ] "� PROPOSED 2 STORY LqG 316 . , .:;,,............ ...:. . .:� MM ZLon ✓ t 1 ! I 32 4� W4 I / 1 DECK " \ `.♦ STING TREES:: ': J`.:i::''' '' W '�■ t / (98 SF) ! ] I I ] J / \ HOUSE I ; PROPOSED`'`'` < <`< :<::;:'< / \ • FF EL 70.3 - Q TO REMAIN w I 3 l J J ] 1 .- ;''.:::'; ;?DRIVEWAY ,�Qr` o 0 r:::'':' BBL 1 621 V J I ( r .............._ \ LEXIS NG WELL .4 +tl ® g1NG p �t EX. t (STING SANITARY \ O ] O p 1 j SYSTEM TO BE \ PATIO I_:_._._._:_:_ s. I y DECK 235// 1 ! ` ( ] R`MOVEDPER SCHDS , ONGRADE-• _--_--- - 1g 0, 1 L K4. STANDARDS 'I I_-•- I ♦ i l � . J f �� _ __._ _'_ b pRppOs bf 0 1 y / I EL 58 ,..� I PATO b DECK sTo 'y �'f D�J_'1 DW N I % ] L ON GRADE ' f BF�'�CE Ry , _6�, - -0-A-0 �= STORM WATER MANAGEMENT DETAILS _ 3 CONCRETE SUB -..+XSFN/R � 3 - 1 6t ^y 1 t _l_ �! a -.1_ 'L 1 I / ( ! / I I I - �_ i ' / \ / ► D� 06 --------- -~ -\i 1W-I--------y_.___._ / / V 100%RUNOFF AT DRYWELL DRYWELL N �� EST ' Q _ t DWS _ -__ - \ I z 7_'- 0 HT1 LOCATION: SF AREA: c'O O � / •-� 1_- 1 � � y�,_ \ �------------- _ ��--__- -i- � ` FENCE _ - i- _ /-i i 1. �_ w /�" � 2"RAIN PER HOUR PROVIDE: CAPACITY: c7 � � V - " $ / l f HOLE -\- - -- - = i y Exl V ROOF AREA: 3265.5 SQ FT. 545.3 CU.YD. (4)8'dia.,4'deep 169 CU.YD. AO TOTAL LL + �_ 1 �_�. ��.:.�. s_ _ _� _ �G ASPHALT faRiVEWAY y 1 1 y I �' x POSED DRIVEWAY: 230 FT. 388.7 CU.YD. O 8'dla.,4'deep 169 CU.YD. �O , PRO 0 SQ 3 418-30 10 t 1214 16 18 20 22 / ' _ y i 1 Ll -66-' �" ` -�. �+.� BE REM ED- i �1 t- TOTAL CAPACITY: 934.0 CU.YD. 1183 CU.YD- 26 ♦ - - ..Sae' < , PROPOSED 1/A NITRO % i i Z w Q N 0 a~ 24 AIR BLOWER 6 1 1 _t _� i �_ i O I 28 30 32 34 36 38 40 42 44 46 + 56. ' f i SEPTIC SYSTEM �- ' ' ' ' ' O - ---- --- �"'1 x 48 50 52 54 56 f TOW L. 60.5 CONTROL PANEL' - ; �___ --- -- L'+ w I 58 fj5 L i i 5008 I PROPANE_ 1 1 ,M CU t 6 i _ ®yEPTIC VENT i 1. � ' i i y ,l �-1 LrJ � t 60 ALE 54 ` +�-148,1E RETAINING W y '`i 'y •y' ��R(71E'TAANIC 1 1 y O SINGLE BEAD HALF ROUND GUTTERCUcl t HAYB ALL AS RE �- y 1 u LINE QUIRED . - �-6a - t 1' i ` .�► NOTES: STANDARD 5" 4 I I COASTAL EROSION ROCK WALL - - S>Z.0` ' Baa_ i-= t �- �- �1 - _ 4 1).EXECUTION: M u °J 4 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. HAZARD LINE * 1 `--`.�. - U °J 6 4 Q 2)PREPARATION ON U m ti I V 5 p !! A).CLEAN SURFACE THOROUGHLY PRIOR TO RECOMMENDED B. 'y (� I EXISTING H ' p p� ``J J PREPARE SURFACES USING METHODS RECOMMENDED BV THE MANUFACTURE FOR 00 tSS RELOCATE EX. W ACHIEVING TME BES RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. N fy a OUSE FOUNDATION UTILITY PALE AND PROPOSED 56 WEO p Q.PAINT METALS WITH NCEALED PRAL OTECTIVE URFACESBACKING AND PAINT. FACES IN CONTACT WITH DISSIMILAR (-y METALS W OR IN ACCORD BACKING PAINT. W 3 DEMOLISHED ( A).PERFORM WTO BE PI ACCORDANCE DTOWARDS ADDERI"THANDBOOK2" OR ETHEVER DRAWINGS. WRIGHT' TO BED PROVIDE UNDERGROUND GRADE TO ADJUST 3.INSTALLATION: I OF WAY I 1418 SF) TO SLOPEDO 1).GUTTERTOL PITCHED TOWARDS LEADER1"HT OFOR EVERY 40'OF RUN, ELECTRIC SERVICE GRADE, WN TO NATURAL � � 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. I PROPOSED T LANDWARD OF 13 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND I TO UP SLOPED GRADE LUFF DRY WELLS TO BE 10'MIN. B).ALUUMMIINUUM;SSORfERIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT t S. (ELEVATION 54'- Sg') TO ELEVATION 60 CONNECTORS. TO AWAY FROM HOUSE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL MINIMIZE EXISTING SLOPE TO BLUFF CONNECTION WATERTIGHT. I 1 Op O 4).PROTECTION: - I� 50.21 O O O O A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, LL^ B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL MMPI PTION rO rvJ VJ N > y U m PROPOSED SITE PLAN eiq- SCALE: 1 - 20 -0 m � ' � SJ \ fA�._ .O T= 1 * - DRAWN: MH/MS SCALE: JOB#: ^ SHEET NUMBER: S 3/17/2023 S-1 REVISIONS: SITE DATA: SCTM: 1000-50-01-04 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,334 SQ.FT. 0.926 ac PROPERTY WETLANDS: 16013.8 SQ.FT. - BUILDABLE PROPERTY: 24320.2 SQ.FT. ESTIMATED AREA OF 12000 SQ.FT. GROUND DISTURBANCE: EXISTING HOUSE: 1418 SQ.FT. TO DEMOLISH 100 CU.YD. 200 CU.YD. PROPOSED FINISHED HOUSE: 1888.7 SQ.FT. 7.77% 700 CU.YD. 125 CU.YD. PROPOSED GARAGE: 616.0 SQ.FT. 2.53% 100 CU.YD. 25 CU.YD. PROPOSED EAST PORCH: 354.8 SQ.FT. 1.45% 75 CU.YD. 20 CU.YD. PROPOSED WEST DECK: 646.3 SQ.FT. OUTDOOR STORAGE UNDER: (189 SQ.FT. 2.66% 165 CU.YD. 55 CU.YD. SCREENED PORCH UNDER: (268.3 SQ.FT.) PROPOSED SOUTH DECK: 58.2 SQ.FT. 0.24% 5 CU.YD. 2 CU.YD. OUTDOOR SHOWER 16.0 SQ.FT. 0.06% 2 CU.YD. 1 CU.YD. SEPTIC SYSTEM TO REMOVE 100 CU.YD. 200 CU.YD. PROPSED SEPTIC SYSTEM: 400 CU.YD. 200 CU.YD. PROPOSED DRYWELLS: - - 50 CU.YD. 20 CU.YD. TOTAL: 3580.0 SQ.FT. 14.71% 1697 CU.YD. 848 CU.YD. 1 1 I MEETS&BOUNDS BY: YOUNG&YOUNG SURVEY DATE: 5/11/2022 rw, i VERTICAL DAYUM NAV.DATUM(1988) I ZONE:R40 I I O 20' RIGHT► � I OF WAY I PROPOSED EX. MASONRY WALL TO REMAIN Q 1 0 � 15' NON-TURF W S 164 50► 00" E BUFFER I EX. ROCK WALL TO O 6 TOP OF EX. WOOD DECK BE DE P-� 8 10 12 14 16 18 20 22 24 26 28 30 32 34 DEMOLISHED 36 BLUFF O BE DEMOLISHED C 11 i 1 I i f I i i I j 38 40 42 44 46 48 50 52 5 (188 SF) EX. POND TO a/ II I I i I j I 4 6 58 60 6 64 66 BE DEM PROPOSED GRADE TO ADJUST 00 j 11 I I i I I I I I j j I I I j j I 6$ �o DEMOLISHED TO SLOPEDOWN TO NATURAL (101 SF) GRADE, LANDWARD OF BLUFF TIE LINE ALONG � jl I I j I I I I I I j l I I j M I I i l I I I j i i I l I i t / I l j '1 i � - -.i= 6,� � � �_ 389. 12 11 J I j I I I I j I I I I i j I I I / / I (, �� =-� ti { CONC. W APROXIMATE j / I \ `� �.-t�_ 1 I I I I I I I I I - _ _EX. HIGH MARK I I I \k y O D 20kv°-KOHLER- + i y J y i WATER M,t� 11 j I I I I i l i i i t I I I I I / / / / j 1 p \ AL1 I \i GENERATOR s c .0 I'i J 1L 1 1L Kl L y I I �y AN�SCAPE FFESSIONAL y 61.Z i T i i 1 L i L y_`G O PROV DE P O ERADE v L �� �1 � ..Ly L ly ........:..: FOR TREE WITM GRADE � _ A- EL 58 SE I I i I I i / / // / Y<.;'.r -` ..�(• i -----' ♦ ❑ NDSCAPEPROFFk3Sly 0 a , ° OORED �D N .:: LL -� 1 1 I I I j I j I I 11 / I i I I j / j 5� _ . . F ►;::<:: ::<::::::�_:::;: ::::.. ` � •y1 �i� I I I 1 IPI � I I 1�5 j I I j I j l l l l • 1 \ EL 6340 1 24 1 313 � 1... .r!. q I 3 / PORCH2 COVERED 4 �.• :.,,..O..,':Ps:ROPOS:E'.D.�®y> ��,R,-�10;0�. :n.. NGMTREK EX. qCC RJ DECK PROPOSED 2 STORY O FF EL 70.3 i 44 DRIVEWAY 1 (98 SF iI I I J I J 46 HOUSE 36 ❑ vXI � Gu . y:tri. I BC"FMOVD d't p �.'":',•::::,;•.: ,•: WO�� OQ EX. ------------- L41CXI$TING SANITARY SYSTEM TO BE PATIO ----------- ON GRADE-. 1-._._._._.__.__. i1 ' , 5O DECK 236 SREMOVED PER SCHDSK4 STANDARDS -............. ecy) • • p�OjE658� _+.C� oWz Q ^ ` \y-\L, i.✓ yL 1\ L� I S'L / _i\ lyam- ;- 1\�-�•"I+t11y0. `'" �' I�+y l` Ji y-LANDSCAPE NDSIC PATIO A•PEj PVJ�OIT�rFTRJNAN e ._____ ONLR7S'�` TO�RO�" ' FTREE DECK 0/? PRADE 62 ,X .H W0. yCF6Pcl 1 1 ; ----- 6 y, 1�rAX1q11 DO F -------a ---r-�---___ `EST -HOLE \_____ -NSGASPHALTDRIVEWAY' !8 1iEXIS1Q-3 101cn 4 0 1214 16 18 20 22 / � / / � i � .� � � .� ..,.. 3 y —66-- =:� '` -1- \.-� �_ I 24 26 28 30 32 34 36 38 4 + I _ a y y `� i 1_ -'-� St° m 042 44 46 s � TOW i , � y , � - � � � � � � � � \ ---- 1 48 50 52 54 56 -L• 60.5 - 1 58 + x,56 ® � y 1 1 L 300gal-PROPANE w—, A I 1 60 HAYBALE 54 , �'� �y� A- i�N �� B\41Ra1El?TAN K0 0 O I COASTAL EROSION LINE ROCK WALL _'s 4�A. ` 6d 1'-y 1 y 1,� HAZARD LINE -"- i ' -s n I N 64050900�,,��J -P RELOCATE EX. W - EXISTING HOUSE FOUNDATION UTILITY P 56 m o WRIGHT' TO BE DEMOLISHED (1418 SF PRO OLE AND PROPOSED GRAD OF WAy I ) VIDE UNDERGROUND TO SLOPEDOU(JN T TO ADJUST O ELECTRIC SERVICE O NATURAL Ln I I PROPOSED TOB GRADE, LANDWARD a°1 TO o (ELEVATION 5�,BUILD UP SLOPED OF BLUFF GRADE I 58) TO ELEVATION 60' 1 I TO MINIMIZE EXISTING SLOPE TO BLUFF .� 50.2 �°. PROPOSED GRADE PLAN rn SCALE: V = 20'-0" 00 m — N 0 W i z u N o m N r m x v , P-A DRAWN: MH/MS •,•'"ti,dl'�,}� :' : a, `', '. �""',",. SCALE: '*�.:.iq �► ®;9 JOB#: tr T f31a''f1� 3/17/2023 �"'� .,�.►.- - SHEET NUMBER: S-1 a f. i REVISIONS: AREA AVERAGE A _ PERIMETER WALL HEIGHT 7-AWH A 1107.7 SF P 205'-2" -- ---------------- ------EL 70.4---------- -- ------ ----------- P=AWH 5.4' MAX HT. IU-4 1/4" EL 68.0 EL 68.0 AREA w/ 10.41 EL 67.2 EL 67.2 61+AFG (85LF) 1 � 1 ; 1 1 1 , � 1 ; NYS R202 DEFINITIONS NY STORY ABOVE GRADE PLANE.ANY STORY HAVING ITS FINISHED FLOOR ' SURFACE ENTIRELY ABOVE GRADE PLANE,OR IN WHICH THE FINISHED 1 1 , t 1 1 SURFACE OF THE FLOOR NEXTABOVE IS ANY OF THE FOLLOWING: 1 MORE THAN 6 FEET ABOVE GRADE PLANE. • ---------•- ------------------------------------------- ------- -------------------- MORE THAN 6 FEET ABOVE THE FINISHED GROUND LEVEL FOR 1 , 1 1 , MORE THAN 50 PERCENT OF THE TOTAL BUILDING PERIMETER. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. m '- RB GRADE PLANE.A REFERENCE PLANE REPRESENTING THE AVERAGE OF THE oma+ FINISHED GROUND LEVEL ADJOINING THE BUILDING AT ALL EXTERIOR 1`1 WALLS.WHERE THE FINISHED GROUND LEVEL SLOPES AWAY FROM THE EXTERIOR WALLS,THE REFERENCE PLANE SHALL BE ESTABLISHED BY THE LOWEST POINTS WITHIN THE AREA BETWEEN THE BUILDING AND THE LOT co LINE OR,WHERE THE LOT LINE IS MORE THAN 6 FEET FROM THE BUILDING w BETWEEN THE STRUCTURE AND A POINT 6 FEET FROM THE BUILDING. R301.2.2.7 HEIGHT LIMITATIONS - y ' - �N 16.958' w W ; WOOD-FRAMED BUILDINGS SHALL BE LIMITED TO THREE STORIES ABOVE GRADE I I p oa 99 O ' PLANE OR THE LIMITS GIVEN IN TABLE R602.10.3(3).COLD-FORMED STEEL-FRAMED II I O �g ABOVE GRADE:49.3 SF o o O ; ; I BUILDINGS SHALL BE LIMITED TO LESS THAN OR EQUAL TO THREE STORIES ABOVE w BELOW GRADE:136.6 SF >� 1 , GRADE PLANE IN ACCORDANCE WITH AI515230.MEZZANINES AS DEFINED IN (- M >9 O o M 3.SOO ; SECTION R202 THAT COMPLY WITH SECTION R325 SHALL NOT BE CONSIDERED AS - - - - - - - - - - - � I 15.5421 °° <m , I I ABOVE GRADE:11.0 SF STORIES.STRUCTURAL INSULATED PANEL BUILDINGS SHALL BE LIMITED TO TWO , I ABOVE GRADE:34.3 SF BELOW GRADE:25.2 5 ; ' STORIES ABOVE GRADE PLANE. O I I BELOW GRADE:116.3 SF ' 1805.1.1 STORY ABOVE GRADE PLANE 1 , I 1 I I WHERE A BASEMENT 15 CONSIDERED A STORY ABOVE GRADE PLANE AND THE FINISHED GROUND LEVEL ADJACENT TO THE BASEMENT WALL IS BELOW THE BASEMENT I I I O ; I FLOOR ELEVATION FOR 25 PERCENT OR MORE OF THE PERIMETER,THE FLOOR AND ' I I O o ; WALLS SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTION 1805.2 AND A II I m I FOUNDATION DRAIN SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 1805.4.2.THE O o o FOUNDATION DRAIN SHALL BE INSTALLED AROUND THE PORTION OF THE PERIMETER I I I WHERE THE BASEMENT FLOOR IS BELOW GROUND LEVEL.THE PROVISIONS OF SECTIONS 1803.5.4,1805.3 AND 1805.4.1 SHALL NOT APPLY IN THIS CASE. /O F"y I I I <m 1 O I cd ' 1 1 ' w 1 o I I 3.500' � 1 1 ABOVE GRADE:8.2 SF _j 1 1 BELOW RADE:28.0 SF 1.1..1 I I O ' I I oo I I >� m I 00 , r v O C5 I I 12' W� ' ' HOUSE PORCH ; 1 I i DECK - >° , I I mm , I I ¢ ' 10, , W AB VE GRADE:36.2 SF ; u GRADE:0 3.500' ✓' x O o 00 I I 16.000' 1W O r--------------------- MM , I I ABOVE GRADE:50.4 SF � , BELOW GRADE:115.3 SF O I I O I I Ln I m I I >0 , mm I I a °< m �� I I v ABOVE GRADE:130.0 SF /0 0 ' r A8 GRADE:372.8SF SF BELOW GRADE:0 Sv b BELOW GRADE:0 SIF Q m ; ' O I I 0 O 01 v 12.558 `� I 36.000' 1- - "' N - - - - a I .-----J _ � � V DECK X 0 m m o G a, \'o P � c ° U, ob C z ob . r4U cz w m ��, n ,Y j r O� Lo U r"q +v-, O O z (n [q v N N ow w EL 70.4 O C � I �� E N v H EC JUP° 2 8 2022 Gni Southold Town U Board of Trustees EL 60.0 EL 60.0 x I I I I ,..:0 I I I I w 1 Yr GRADE PLANE CALCULATION `�+4P'IY DRAWN: MH/MS SCALE. NOT TO SCALE {> : .�f SCALE: r. 1` % . .�tT yE ,. JOB#: 6/9/2022 SHEET NUMBER: S-2 REVISIONS: —— _— — - - - --' N s n I,. . ..._ `""'mak"` ...,.. � ...�„_..,. - i ��•.i ,-«! -'-- , - : EAST ELEVATION SCALE: 1/8 — 1 -0 0 Q - - - - - - - - - - - - - - - - - - - - - - ------------ - w _ co CN 1 -- - - - -- _ - - - - -- - { , - ----- �•�, __,_.___ Vit; _ --__.__^�.:_:—:-:_:::------_--:---- -_--- -----:_:__.�_-.-:---:_-:--:::- �� , : . 4 - - - NORTH ELEVATIONti_ SCALE: 1/8 = 1 0 - - - - O 0 LA _ _ I , 88 r _6 CD # [Jcou : `►. N Wit, . m _. W w � � WEST ELEVATION SCALE: 1/8" = V-011 m S.- U) 00 v v O U y _ - _ N -177 -- JUN .�J 2 8 202 y - WL Southold Town ti .�. s ;• - Board of Trustees 1� 4i �n j ji i x s _ F, ~t I "��,� DRAWN: MH/MS SOUTH ELEVATION " °¢ r4e JOB#: JOB#: SCALE• 1/8" — V-011 / SHEETNUMBER: A- 1 REVISIONS: PROPERTY LINE -- 1 - PROPERTY LINE w O PROPERTY LINE Q 29'-61h" 16'411h" T-6" 10'-0" W ESCAPE WELL �' 1 • ----------------------------- 0 --- -------------------- --•� O I I I D PORCH O I 1 1 OUTDOOR STORAGE SHELF 1 I CONCRETE SLAB PATIO UNFINISHED STORAGE I I I ROOF DECK ABOVE BEDROOM No.4 I I I •fi �° 1 I I / 81 0" 4'-O" D �t PORCH ABOVE ALL F ILL BENEATH CONCREIE SLABSTO BE COMPACTED TO 95%RELATIVE PROPOSED RETAINING WALL ',= NEW L ••a� 2.6 DENSMASTM PfiB9.COMPACTION RETAININGWALLI J ' _fi'-D" TEST AS NECESSARY. WINE i J J ` J J . - 'J I SCREENED PORCH � r I 1 1 L.���� MA SRv BLUESTONE PATIO 1 1 J.W�YL PORCH ABOVE RECREATION l 'ROOF DECK ABOV �41 RADIANT 1 1 MASONRY OVER w BLOK STEEL J C] �J .J= - - - p,. ,� w 1 r J _ 1. BUILT IN E. J J J 14'-6" I S-,1 �S I 3 ro, M H JLC C,\1J FECTJ• Z8:0„ 00 0. `MSI PATIO_ COVERED ORCH LINEN 0 j PATIO ON GRADE STUDIO/OFFICE BEDROOM No.5 CLOSET O W v� J - EEL PATIOS ROOF DECK ABOVE. 'J ^ VESTIBULE r BATil (.-E BENCH - O � I 1 J � t r� --_ J J _ -, � - ` J _ _ _. � � • \ J I(� o, L L \ " L ^ � ' •L •� -BLUESTONE PATIO„ goo KA8 E \J '`'am/\- �. /�_ \;� %.-�i \� \ � / - AQ, qR PATIO ON GRADE^ --- _ _ J BE i BEN q E �� •.S . �j�-, ,._s.�• DENSI�,MFAC> CO.y V D• 36'-i'h" 4'Ol 1y.61/j" T E C.M u oNrO I CD o cV N PROPOSED N M m v $ FENCE N X v X X X X X mom m o _ O X a u � r cc z w � ?a:o„ -c3 2 � 40 Ll-1 Ln U T- I 00 " in PROPERTY � INE uj CL. Emw� W O PROPERTY LINE - u PROPOSED FOUNDATION PLAN SCALE: 1/8" = V-O" •t� �T i�� ��y `ky DRAWN: MH/MS EM E V E SCALE- 0jr eel JOB#: • .l• JUN! JUN! 2 S 2022 SHEET NUMBER: Sautno!d i sta A-2 Gcrrd of Trlstzas REVISIONS: PROPERTY LINE — 1 — PROPERTY LINE 44. PROPERTY LINE w 14'_0" 15-61h" 16'-111h" 3'-6" 10'-0" M ----------------------- 1;� o O SH LINEN 1 B" a i F �O ry MASTER BATH O wTILE FLOORING ® /RADIANTHEAT �D $ WALK-IN CLOSET IAP NESE W m — - DB O --- ------------------ MASTER BEDROOM / 4 p" I 1 SH 1'-B" LINEN ,, 1 11 ❑ 1 IN Lu BUT.IN TV Bl.T IN 14'•6" BATH I a m J „ II HALF ELI I I :D ^ ENTRY COVERED PORCH cD - LIVING ROOM E 1 '0 —•• SLOPED CEILING 1 BLLIE90NE DECK I I (ROOF DECK) I I 0 P I §D 4W 4'A" PANTRY w 36'GAf 3 6" ----- ----- 161-p" ( , BLT e w/TILEE FLOORING R co KLHEN O O O RADIANT HfnT FLUSH FLmOR r , 0 7 7 I I I I MUD ROOM Q 0 I I q l 1 TILE FLOORINGANTHEAT H w/MDIANT § x ✓-' 1 1 It BLT O x IN BENCH ' Q L 00 CL 101-VK" I 141.0" 361.0" 17-6,h" PROPOSED ;? P FENCE N X X X X X 0 CC 1 A u 0 zxo $.. w � I u m PROPERTY LINE � W Cl�00 0 Nw3 a W ---------- u u 0 — — PROPERTY LINE cn PROPOSED 1ST. FLOOR PLAN N SCALE: 1/8" = V-0" •y i _ 1p -A RAWN: MH/MS E C E I V E SCALE: JOB#: 4'!��' OO 6/9/2022 C 2022 SHEET NUMBER: Board QI Trustee,� A- 3 REVISIONS: 14'-03/4" 8'-0" 13'-11'/4" 1-- Tt'3046 EGRESS EGRESS n 16-1" 1 (V I I I ® 1 1 ZD o 1 v 1 BEDROOM No.2 IINIIHE 'o, I 1 9a1L 1D � n 1 UNHEATED a F3 I ER 1 .............. 1 1 LINEN 36'GAS 2'-6. eun,w O O �o JULIET BALGUHCQN Y �•�lVl BATH No.2 0 CD �`g LOET I ry w� o v n CATHEDRALCEILING CD OPEN RAIL Cp Hl � I o o 4'-0- 2-6 r 1 -4' 3'S" i 1 4" ;D s I 'v 1 11X I s 1 BEDROOM No.3 ATTIC Q. 1 FINISHED M ^'1 1 UNHEATED ® I V L I O 1 0 5'-10'A" L 2'-0" 16'-1" EGRESS EGRESS O TW3N6 T"046 1^1 I I I FT' 11'-4'1 10'-63/4" 36'-0" PROPOSED 2ND. FLOOR PLAN SCALE: 1/8" = V-0" oma ° � � z A x '� SFilH 12 W o I I --------------- -= 11 -� _______, 1-__________ ___ ------------ -- ", 'I I I I 12 --—-—-—-—-— P- I I I9 r , 1------------ I,ROOF POCKET it 1 1 I I 11 I ICD — — — — — — -~ X <J II r I , II 1 1 �" m COO - I I 12 I , � � 4.E, I I O I I •I'" I I I , I7� �1 I I w V 'x 0 I ROOD I I I I I I It U m �+ 1 1 FNET 1 1 I Il O Ln CT '�o :— U) 12 -------iL_ I N _ yy 12 Ir ______> W 1 1 I I i i I I I I I, 1 -------- ------- ----------- . _______ ______- _ -I I II 1 1 L W r - -,- ,r — --—-—-—-—-—. til I I9� 11 — �.-------_—_-- ECEIVE — —_—_—_—_—_—_ _JI — -------------- ------____� �_______________________-II-__-____________-1 __________________________ _________________ ' YYY "UU ' JUN 2 8 2022 ' u ? Southold Town m Board of TruMees PROPOSED ROOF PLAN -/- .,� . wc SCALE: 1/8 = V-011 DRAWN: MH/MS �. . SCALE: .� � `-.q•..., OF, C1S JOB#: 6/9/2022 SHEET NUMBER: A-4 Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 MWN _•"� 111 e •' q Y 1 yY 4 I"l �.y _ .j ' . .may--- _ _ `^1 '1r.� l� i ��J `•4)iIII Z �, Photograph 1). View looking west from Hyatt Road at Photograph 2). View looking west along the southern the subject property. property line where the proposed septic system will be located. • 111 1 ` t �' Mf' Jar i•S w _ ,` !v" i y. :F`,.yi+. a� ,, -a II•� .,`. v r _,. "1 46 �� q. ��w' � � �, ��f. Y + ' '�"t�'<Y •_„/ rte_ ,. �`�; Iv � a y ay • _ d' , F �4 y .f✓V ,= f�'Y ..' r -� ` -•�'"('t" �a -Jf`c t` ilk %A ="4."4 ? � _ yr -- I -� (` Wim•! 1`a or = I SL a Asir, 21 � �Y a - r,tom I Rt y.V i v • • ••- ••• • - • • • - • ••• -• • • •- • •• • - • • • - 1 0 •• -• Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 3, �. , +,ora �+ : ✓ r y � Y .7.0, Ui JEV Photograph 5). View looking west towards Long Island Photograph 6). View looking north along the bluff Sound and the bluff. edge of the subject property. Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 a= k. Ow,t5tt r.f T SII E205� 4M1 3 R!' 'G yw' Photograph 7). View looking east from the sound at Photograph 8). View looking west at the existing the existing wood walkway to bluff stairs. frame building and bluff stairs which will remain unchanged. Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 .z'� r e- i "•\ ,'�:.� ,psi.�-��� .i���f 'tT ..� ,_, �� l�f e..�'�+ „dfY�` . '�'�� ;'�[ �'� � ,... � .f �•Ilk`• !'�i�: 3?d ..a�. �,,`�. Photograph 9). View looking north along Long Island Photograph 10). View looking south along Long Island Sound shoreline from the subject property. Sound shoreline from the subject property. Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 s v t A' y Gz �r Photograph 11). View looking at the existing foundation Photograph 12). View looking at the existing foundation for the prior residence which will be removed. for the prior residence which will be removed. Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 ra Photograph 13). View looking east towards Hyatt Road Photograph 14). View looking west along the existing at the approximate location of the proposed residence. driveway towards Long Island Sound in the approximate location of the proposed septic system. V. -� i d :•. _ :It et+�. �t�� �`�.. +iP togk'x.' ,���.✓, q.. ,..::6i'',+ � �e`i'•� r•� X1'<x(?, OAF` � .�—�'.. :+.� .�'+.c a �� +k.�- °�r"�qr�,,� ="�+� "n- e' '� t°a�' ;r• . qs�i. ��"' .�>Z•yiu• nn4y...r .ynY•RVQ•pQui';yt C^'hlyS^'Wl•ornns.n'!e ...rm..Qunn.yfrynu4.w•n..T•�pva,y'Stkluw,Q,n.:..:Nt.L'nues^?R+pQ4l?�.l•. tn.!:1"y'"!.; Ys»urgy,}rn ur.Ywv+y euV)� .��:��. E. k G°•liyi� a i7F BOARD OF SOUTHOLD TOWN TRUSTEES ' �� r ` SOUTHOLD,NEW YORK PERMIT NO.9924 DATE: JUNE 16,2021 ISSUED TO: SIGURDSSON BALDUR,LLC c%WADE GUYTON,MANAGER PROPERTY ADDRESS: 1800 HYATT ROAD,SOUTHOLD ' a ' SCTM#1000-50-1-4 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in �, p•yl accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 16,2021,and inP G consideration of application fee in the sum of$250.00 paid by Sigurdsson Baldur, LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits a J the following: 4yy Wetland Permit to construct a 41.96'x57.28' (1,712sq.ft.)two-story dwelling; a 40.5'x14' 680s ft. in-ground swimming pool with a surrounding 680s .ft. terrace; Y resurface an approximately 1,668sq.ft. asphalt driveway; and to establish ander, perpetually maintain a 10'wide non-turf buffer along the landward edge of the top - ° crest of the bluff;with the condition that an UA sanitary system be installed; and as .,�, ' depicted on the survey prepared by Young&Young,last dated March 11,2019,and pe ,�t4 stamped approved on June 16,2021. 3r ,+a IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and thesef presents to be subscribed by a majority of the said Board as of the 16th day of June,2021. .` h f Va a '•rt. �; ��' moi, '('.s'r'•' 4�/',f wA.•Y,n. n...1...M1n. m•!m.Anll,minR•pi.3J'u)r u5r.l.t7ilR. rMf.:r.R7M.M..A,Jfr:.i n•7. ..h............ :.1f. i.,4n,,inni,Fynunn•.u.i..n n.fini.n.m...nFYni..n.'v7 v.ivb 70iQr • .�tmai ,��� �� "4,Sr I�4 y Ri�' ' � ^ °� <�� M FP 11 �F l a9 7`J1Y� •'�'. �`��:i.1r1�,X��� ��+'�``�• ^.s r fs 1.0,x;: 'nor .t�. +��•�.,.-- `.Rte ,,.���tF�SR' - 4c�!�°,�?r°+' e,•�i i� .•+�;i fAREA = 40--Z4 SQ.FT. • VERTICAL DATUM =NAV.DATUM MO) 7�T t-Doi g / /ifr w J 7�'s ro �° ��%�/////,¢ / •' //� F fir�E SG APR 26 29 l t� o s @r/ram �jcrly .d.q__l U P,�/l// � ////� /// dd'1 6 eS (�' Southold n ` TC >' `*gcc Lev '�i .Board of Tr tees p ,:� //(// // /�/i//`!//////•/.%y�/��� �$� '�� a�saorf -- ®ATE 48.004 lie Ar e- z. 7A SIX 57.�/ 5 7 LF.02 �o�. \ s /e�pNc AcG y'� 01 .� / ` -`K• �J •WE FAY CERTI w 59. ✓ Z°` 64'0 SURVEY VIAS PREPARED IN A GI,yF 57 F 582 PRACTICE FOR LAND StRZVM va} ��E•Z , D ASSOCIATION OF PROFESSIC �4 �6 657.11 O s so_ . - Tso� 5.a Q GhEC1AV Or• (4��RMGF�','40-7.�r�F �A o0 418i �\ e a �Wq�/ % 90i'D�oi%5�6•.8 HOWARD YL YOUNG.NYS.L5. ch u Q SUR 56.0 /y--p- NAVE NAVd r / �� O m o --at Southold Suffolk C 55 / s6a BUILDINS ss�s ` County Ti+x 14!g2 01.+na IG 1 V I%IL. LOT OOVERACGE - `�.\ �S' �`(� - FIELD aRver COMPLETEP / MAP PREPARED :OP05ED � p � 0 RECORD OF REVISIONS IU5E = 1,7I2 50. FT. = "4.2% / �F -� p �� BRACE = q62 50. FT. = 2.4% / (p m 4 f.QASTAI Eixes9 2 Nazar m Q A 2 I 121 PERMIT 04 JME )OL 680 50. FT. = 1.1% EM aE�D e�i�iIN6 PEQMir e iPHALT DRIVEWAY = 1,668 50.FT. = 4.1% Ge for 9@ � 2 0 C "'—`Pe1 4M�'�" t`' o,. 'de� O TOTAL = S,022 50. FT. = 12.4% / _ ' ,r FORM NG. 4 � • TOWN OF SOUTIHOLD - RECEIVED y t aq BUILDING DEPARTMENT 1 :OWN CLERICS OFFICE SOUTHOLD, Na Ye IPPR 13 2098 c ZONING BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No. Z1084........... Date ............... . ............:7E1 ,1t. .. .�. ...... 19..61 THIS CERTIFIES that the building located at.N,L,,...l „}oad 4. Itra t)..•.•••.. Street Map No. j;3rttti............. Bloch No. .....x=..........Lot No. .. ........,£oUth03,d.................. ............... conforms substantially to the Application for Building Permit heretofore filed in this office dated .................. }�,,,.; .........., 19-62, pursuant to which Building Permit No. p... L .., dated ....................14 ,I.ch.......3....... 19-61, was issued, and conforms to all of the reduire- ments of the applicable provisions of the law. The occupancy for which this certificate is issuer! is ....1� V:?� r�••t�12A 3 L .. iD x� . ............................................................................ This certificate is issued to ..,.'d34T t ••`'a �a F..............()T)rjjar................................. .... ........ (owner, lessee or tenant) of the aforesaid building. ...14 .....1,.....{.. ........................ (.�,�urt:JJ Building Inspecr r � �g�F�atk�o Town of Southold 11/13/2015 �o G 53095 Main Rd y Southold,New York 11971 RECEIVED ��% �4%or i APR IS 2m PRE EXISTING MGM BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No: 37873 Date: 10/29/2015 THIS CERTIFIES that the structure(s)located at: 1800 Hyatt Rd,Southold SCTM#: 473889 SeeBloek/Lot: 50.-14 Subdivision: Filed Map No. Lot No. conforms substantially to the requirements for a built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 37873 dated 10/29/2015 was issued and conforms to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wood.frame one family dwelling with covered deck and wood natio and accessory beach bathrooms(with electric heat).* NOTE:BP 1311 addition to dwellingCOZ-1084. The certificate is issued to Toedter,William (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. rized ignature "Sat-. ♦ .. - a .` y � •. - .y si r -�� s'. v s e i i t • ^�v ',. S•\ ail.' .`. a�- ,. �. •fir ' `k ^? a, 5 , � r_ • s Jp f^Y f ^4' ar. lip Ji � Sew ... ..` • 4 r - _ a#` �. ' L w jNI iii xjj - _ +ass,s ma,s N SOO low R. ~/ 9 EXT. � I u u ° .��9' Law saRllo,n R,wt OISf. 4 1.M 1 / ;pzNc, zaN / r ,moo o •�r „kn 'w., a1 � J y% 121 A GOR PCL.NO. Y 1 g BV�� o see sEc.NO. o 'a1 , a.s os.mm.s lip11NE L .�•.w.� •r��.r ,a r� —� ruwu --oi-- wn w.�oz...c.ww«..�es ""'"` —_—"—_ ..,•,«n..vaw•,,.�„ NOTICE oaY"" COUNTY OF SUFFOLK © K ,b ,. saurxoen SECTION No N"ev .,�.--- "" • —O �,� --•-- —..— °' S Real Property Tax ServiceAgency M av„r cwirr RW.NrC.N Y ttq, TOM PROPERTY IMP OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 7 P.O. Box 1179 54375 State Route 25 M a °u a Southold NY 11971 �� ��, � � �"��, �w (cor. Main Rd. &Youngs Ave.) �� � xa Telephone: 631 765-1938 Southold, NY y 1�� P . www.southoldtowxuiy.gov 401 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: March 9, 2023 Re: LWRP Coastal Consistency Review for GIL & TRACY BEN-AMI SCTM# 1000-50-1-4 Twin Forks Permits on behalf of GIL & TRACY BEN-AMI requests a Wetland Permit to demolish 1,418sq.ft. of remains of old foundation; remove/abandon existing sanitary system; demolish 188sq.ft. wooden deck; demolish/remove existing 70 linear foot long rock wall and 101 sq.ft. pond; construct a single family dwelling with a 1,937sq.ft. finished basement that includes a 269sq.ft. basement screened-in porch, a 185sq.ft. basement outdoor storage area, a 244sq.ft. basement covered porch, and a 586sq.ft. basement uncovered patio; proposed first floor finished space at 1,889sq.ft., attached garage at 616sq.ft.; proposed second floor at 1,194sq.ft.; proposed attic space at 616sq.ft.; proposed unheated storage at 310sq.ft.; proposed 354sq.ft. first floor covered porch; proposed 702sq.ft. first floor deck; install a 28sq.ft. Juliet balcony with steps to ground; install a 270sq.ft. concrete slab with 60 linear feet of enclosure fencing around slab; install a new I/A septic system along the side of dwelling; install a new generator, a/c condensing units, and buried propane tank; install a new potable well; install a new driveway; install gutters to leaders to drywells to contain roof runoff and driveway drainage; 65 linear feet of existing northern retaining wall to remain; 50sq.ft. of existing northern steps to remain; construct a 48 linear foot long retaining wall from steps to dwelling; construct a 30 linear foot long retaining wall in north to south direction at 4' in height, and a southern retaining wall along southern property line at 148 linear feet long varying 2'-6' in height for proposed I/A sanitary system; approximately 1,697cubic yards of fill will be removed for the construction of the dwelling which will be built into the existing topography on the site with 848 cubic yards of fill to be relocated on the west side of dwelling to allow for driveway and parking area; and to install and perpetually maintain a 15' wide non-turf buffer along the top crest of the bluff with a 4' wide access path. Located: 1800 Hyatt Road, Southold. SCTM# 1000-50-1-4 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the records available to me, I recommend that the proposal is CONSISTENT with LWRP Policies and with the LWRP. The Southold Zoning Board of Appeals issued a determination on February 16, 2023, finding the action consistent with the LWRP and imposing certain mitigative conditions: A 15' wide non-turf buffer, a 25' bluff setback for heavy machinery, and a I/A OWTS. Wetland Permit 9924, issued in 2021, required a 10' wide non-turf buffer from the top of the bluff. 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 ��$t'I"I:91����i John G. Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., April 5, 2023, the following recommendation was made: Moved by Maggie Merrill, seconded by Shannon Wright, it was RESOLVED to NOT SUPPORT the application of GIL BEN-AMI & TRACY BEN-AMI for the proposed demolition of the existing residential foundation and the construction of a new residence and I/A septic system. Existing northern retaining wall to remain, proposed southern retaining wall along southerly property line; proposed underground drywells for structure run-off and driveway run-off, and proposed 15' wide non-turf buffer. Located: 1800 Hyatt Rd., Southold. SCTM#50-1-4 Inspected by: Carol Brown, John Stein, Caroline Burghardt, Maggie Merrill The CAC does Not Support the application as submitted. The proposed structures are not compliant with Ch.275-Setbacks and should be located more than 100' from the top of the bluff. Vote of Council: Ayes: All Motion Carried r i r Cantrell, Elizabeth - From: Lisa Poyer <lisa@twinforkspermits.com> Sent: Monday, March 20, 2023 10:57 AM To: Cantrell, Elizabeth Subject: 1800 Hyatt Road Elizabeth, As per our phone conversation, below is the updated project description for the property located at 1800 Hyatt Road: Existing foundation demolition: 1418 sq.ft. Existing elevated upper rock wall and patio area to be demolished:70 linear feet and 280 sq. Ft. Existing pond to be demolished: at 101 sq.ft. Existing sanitary system to be removed/abandoned in accordance with SCDHS standards. Proposed finished residence (basement): 1937 sq.ft. Proposed finished residence (1st floor): 1889 sq.ft. Proposed attached garage: 616 sq.ft. Proposed finished residence (2nd floor): 1194 sq.ft. Proposed residence attic: 616 sq.ft. Proposed residence unheated storage: 310 sq.ft. Proposed basement screened in porch: 269 sq.ft. Proposed basement outdoor storage: 185 sq.ft. Proposed basement covered porch total: 244 sq. Ft. Proposed basement uncovered patio total: 586 sq.ft. Proposed concrete slab: 270 sq.ft. Proposed fencing around concrete slab: 60 linear feet Proposed 1st floor covered porch: 354 sq.ft. Proposed 1st floor deck total: 702 sq`ft. Proposed generator Proposed buried propane tank Proposed a/c condensing units Proposed 2nd floor Juliet balcony:28 sq.ft. Existing northern retaining wall to remain: 65 linear feet Existing norther steps to remain:50 sq.ft. Proposed southern retaining wall in north south direction: 30 linear feet,at 0-4' in height Proposed southern retaining wall along the southern property line: 148 linear feet at 2-6 feet in height Proposed I/A sanitary system Proposed underground drywells for structure runoff and driveway runoff Proposed 15'wide non-turf buffer I believe I included everything. Let me know if I missed anything from your side. Thank you for your assistance. Lisa Poyer TFP 1 TWIN F O R KS 288 E. Montauk Highway P ERays, NY 11946 M 1 T S Hampton 631-644-5998 info@twinforkspermits.com March 20,2023 -Via Hand Delivery- .� Glenn Goldsmith,President Southold Town Trustees 54375 Main Road BAR 2 0 2023 PO Box 1179 Southold,NY 11971 { RE: Wetland Permit Application Owner: Gil Ben-Ami&Tracy Ben-Ami Situate: 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 Dear Mr. Goldsmith: Pursuant to the above referenced property and the pending application with the Trustees, please find four(4) copies of the updated site plan depicting the 15'wide proposed non-turf buffer along the top of bluff. Plans have been prepared by Mark Schwartz and Associates, sheets S-1 and S-la last dated 3/17/2023. Please review the enclosed materials for the proposed new residential construction. If you have additional questions regarding the overall project, do not hesitate to contact this office. Thank you. Sincerely, 2A�5— Lisa Poyer Principal Planner BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson �oF ®UTjf� 53095 Main Road•P.O. Box 1179 Patricia Acampora �O p Southold,NY 11971-0959 Eric Dantes 3 t Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 0. y� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 ( DUN http://southoldtownny.gov ZONING BOARD OF APPEALS February 22, 2023 TOWN OF SOUTHOLD Tel. (631)765-1809 Lisa Poyer Twin Forks Permits 288 East Montauk Highway Hampton Bays,NY 11946 Re! ZBA Application#7731, Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 Dear Ms. Poyer; Transmitted for your records is a copy of the Board's February 16, 2023 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call the office. Since�,y, Kim E. Fuentes Board Assistant Encl. cc: Building Department a BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ,®F soup 53095 Main Road• P.O.Box 1179 Patricia AcamporaSouthold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. cn Town Annex/First Floor G' Nicholas Planamento ®, p 54375 Main Road"id N- Y(at Youngs Avenue) '�© . �a south -1:11 ---- http://southoldtownny.gov P ZONING BOARD OF APPEALS F E B 2 j 2023 ' TOWN OF SOUTHOLD FEB 2 3 2023 :fes` T Tel. (631) 765-1809 Southold Town C e-11, FINDI GS, DELIBERATIONS AND DETERMINATION �., _-._-.._._:.... -• MEETING OF FEBRUARY 16, 2023 ZBA FILE: #7731 NAME OF APPLICANT: Gil and Tracy Ben-Ami PROPERTY LOCATION: 1800 Hyatt Road), Southold,NY SCTM#1000-50-1-4 SEORA DETERMINATION:The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type Il category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru 14-25, and the Suffolk County Department of Planning issued its reply dated October 18,2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP)Policy Standards.The LWRP Coordinator issued a recommendation dated January 26,2023,Based upon the'information,prov'ided'on the LWRP Consistency Assessment Form submitted to this department, as well as the records.available,.it is:recommended'that the ptoposed action.is INCONSISTENT w4h t;WRP policy standards and therefore:is INCONSISTENT witivthe LWRP'.However,with the-conditions imposed herein the Board now finds the proposed action to be CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is.a conforminb 40,334 square foot parcel located in the R-40 Zoning District. The northerly property line measures 389.12 feet and .the easterly property line measures 101.74 feet and is adjacent to Hyatt Road which is:an unimproved:priva.te road. The southerly property line measures 418.30 feet and the westerly property Girie measures 100.56 feet.and is adjacent to Long Island Sound. The previous residence was destroyed by fire which included a 1771.48 square foot two-story dwelling with 353.76 square foot second story deck located39.7 feet from the top of the existing bluff. The house and deck were destroyed by fire, and were demolished, with only a concrete slab remaining. The applicant's request to construct a new two-story dwelling as shown on the survey map prepared by Howard W. Young,LS and dated May 11,2022. BASI9-OF APPLICATION: Request for Variance from Article XXII, Section 280-116A(1) and the Building Inspector's September 27, 2022 Notice of Disapproval based on an application for a permit to demolish and construct a new single-family dwelling at; 1)located less than the code required 100 feet from the top of the bluff, located at: 1800 Hyatt Road(Adj.to Long Island Sound), Southold, NY. SCTM#1000- 50-1-4. Page 2,February 16,2023 97731, Ben-Ami SCTM No. 1000-50-1-4 RELIEF REQUESTED: The applicant requests a variance to demolish and construct a new single-family dwelling:The proposed construction,.on this conforming 40,334 square foot parcel located in the Residential R-40 Zoning District, is not permitted pursuant,to Article XXII, Section 289-116A(1), which states: "All buildings on structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The construction is at 76.5 feet from the top of the bluff. The Site Plan prepared by Mark Schwartz,Architect and dated August 8,2022 show the plans for the new two-story dwelling. ADDITIONAL INFORMATION: The previous,owners applied_for-and were.granted variances in ZBA Fide #7184 on September 6,20I_8,requesting to rebdil'd:a sirigle-family-Awellinglocated 65 feetfrom the top of the,bluff and to construct^an in-ground swimming pool in the side.yard located at 59:8 feet from the top of the bluff. The original foundation which still remains on the subject property for a dwelling that was destroyed by fire is located at 40 feet from the top of the bluff and will be removed under the current proposal. FINDINGS'OF.FACT/•REASONS.FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2,2023 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 6267 b(3)(b)(l). Grant of the variance will not produce an undesirable change in the character of the neighborhood or.a detriment to nearby properties: Theneighborhood,,consists of"single- family waterfront homes with many non-conforming structures, along an unimproved.private road. The subject property contains.substantial slopes and the remnants of a home previously destroyed'by fire which are proposed to be removed. There will be no visual impact on the road or adjacent properties based.on the siting and design of the proposed dwelling which will be partially built into an existing hill to reduce the scale. Major trees are proposed to be retained. 2. Town Law&267-b(3)(b) 2C ).The benefit sought by the applicant cannot be achieved by some method, feasible for the appiicanf to pursue, other than an area variance. The applicants wish to reestablish a new residence on this parcel. The existing land contours on the subject property make it especially challenging to.design a dwelling that is comparable to the:size.and character of others-'dwellings in the neighborhood with conforming bluff and front yard setbacks. 3. Town Law'$267-b(3)(b)(U, The variance granted herein for the setback of the attached deck to the top of the bluff is mathernatically.substantial, representing 23.5%relief from the code. However, in 2018 the Board:of Appeals granted greater bluff setback relief for a proposed new dwelling"that represented 3'S% relieff.iom the,code.and for an inground pool at 40:2°/6 relief in recognition of the need to,avoid major_land disturbance and regrading on this heavily sloped property while at the same finding a code conforming location for the installation of a new IA sanitary system. Additionally,the currently proposed dwelling Will have a bluff setback of 90.6 feet which is 9.4%relief from the code and no in ground pool is proposed. 4. Town Law 6267-b(Vb)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and retaining walls are proposed and shown on the site plan to prevent adverse impacts on adjacent properties. A non-turf buffer landward of the top of the bluff and a new IA septic system will be installed. Page 3,February 16,2023 #7731, Ben-Ami SCTM No. 1000-50-1-4 5. Town Law 4267-W)M(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effeCt'and it'is presumed that the applicant had actual or constructive knowledge of the limitations on the umof the parcel under the Zoning Code in effect,prior to or at the time of purchase. 6."Town.Lav$267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION:OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Weisman(Chairperson),and duly carried,to GRANT the variance as applied for, and shown on the on the survey map prepared by Howard W.Young, LS last dated.lune 27,2022,and the Site Plan,pages S-1;A-1 thru A-5 prepared by Mark Schwartz,Architect dated August 8,2022. SUSJECTTOT-119,FOLLOWING CONDITIONS: 1. The applicant shall install a 15-foot-wide non-turf buffer landward of the entire top of the bluff vegetated with drought tolerant native plant 2. The storage and use of heavy machinery shall be setback a minimum of 25 feet from the top of the bluff. 3. The applicant shall Install an approved Suffolk County Health Department Innovative Advanced(I/A) septic system. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above.conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAUS).GRANTED HEREIN Please ReadEarefully. Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a buildikgpermit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above,such as alterations,extensions,demolitions,or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. 1 e Page 4,February 16,2023 97731, Ben-Ami SCTM No. 1000-50-1-4 TIME.LIMITS:ON THIS APPROVAL- Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms.IT IS THE:PROPERTY OWNER'S'RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED,HEREIN,Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson),Acampora, Dantes, Lehnert,and Planamento � r Leslie Kanes Weisman, Chai erson Approved for filing A/ 11/2023 Cantrell, Elizabeth From•• Cantrell, Elizabeth Sent: Monday,July 25, 2022 3:22 PM To: 'Lisa Poyer' Subject: Ben-Ami; SCTM# 1000-50-1-4 Hi Lisa, Regarding the application mentioned above, it has come to our attention that the Zoning Board of Appeals did not accept your request for a De Minimus for the proposed and the applicants need to re-apply to the ZBA. Unfortunately, we need to postpone your application with the Board of Trustees until a ZBA determination has been made for the new proposal. Once their determination has been finalized we will place this application onto the next available Trustee public hearing date. If you have any questions, please do not hesitate to contact me. Sincerely, -56" Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov i IJ BOARD MEMBERS �v SO Southold Town Hall Leslie Kanes Weisman,Chairperson � �� 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. Nicholas Planamento l D c��� Dy�9 http://southoldtownny.gov JUL 2 5 20 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Southold Town July 21, 2022 Tel.(631) 765-1809 •Fax (631) 765-9064 Board of trustees Lisa Poyer "ENIEU Principal Planner 288 E. Montauk Highway Hampton Bays, NY 11946 Re: De Minimus Request Denied, File# 7184 Gil Ben-Ami (Sigurdsson Baudur, LLC) 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 Dear Ms. Poyer; We are in receipt of your correspondence received July 14, 2022 requesting a de minimus approval to construct a single family dwelling upon the above referenced premises. In your letter, you indicated that the property has changed hands and the new property owner has redesigned the project using a different architect to draft plans for a new dwelling which replaces the original design that was approved by this Board on September 6, 2018. The Zoning Board granted relief for a proposed single-family dwelling and a swimming pool setback less than the minimum 100 feet from the top of the bluff. You explain that the prior swimming pool has been eliminated and that the top of bluff setback to the residence has been amended to 76.5 feet to the nearest point of the decking. I have reviewed your letter, the architectural plans prepared by Mark Schwartz,Architect, and the Zoning Board of Appeals determination No. 7184, dated September 6, 2018. Based upon the information provided, I have determined that the amended architectural design is not de minimus in nature because it greatly differs from the design that was previously approved. If you wish to proceed, you will be required to return to the Building Department to obtain a new Notice of Disapproval based upon the current architectural plans, and then apply to the ZBA with those current plans for any variance relief required by the new design. Please contact our office for any additional questions or concerns. nce el , eslie Kanes Weisman Chairperson/Department Head cc: Michael Verity, Building Department PPPP! �� bbbEPERMITS ORKS 288 E. Montauk Highway Hampton Bays, NY 11946 631-644-5998 CC'L 11 info@twinforkspermits.com July 14, 2022 JUL 2 5 2022 -Via Hand Delivery- Southold Town Leslie Kanes Weisman, Chairperson Board of Trustees Southold Town Zoning Board of Appeals 54375 Main Road - r PO Bot 1179 Southold,NY 11971 JUL 14 2022 ;f RE: Zoning Board of Appeals Case No. 7184 j Prior Owner: Sigurdsson Baudur, LLC Current Owner: Gil Ben-Ami Situate: 1800 Hvatt Road, Southold,NY SCTM No. 1000-50-1-4 Dear Chairperson Weisman: Please view this letter as a formal request for a de minimus change to the prior ZBA approval;case no. 7184 dated 09/11/2018. The property has changed hands and the new property owner has redesigned the project. The current project includes the construction of a single family residence only,the prior swimming pool has been eliminated. The original approval granted a the following top of bluff setbacks: residence at 75% swimming pool at 80'. The current application includes a top of bluff setback at 90.6'to the residence and 76.5'to the nearest point of the decking. Given the unique angle of the residence situated on the lot,the majority of the residence and deck exceed the above listed setbacks. Please review the enclosed site plan for a visual understanding of the layout. In accordance with this request, please find the following: 1. Project description; and 2. Site plan, floor plans and elevations as prepared by Mark Schwartz R Associates last dated May 16, 2022. Please review the enclosed materials for the requested de minimus revision to the site plan. If you have additional questions regarding the overall project,do not hesitate to contact this office. Thank You. Sincerely; Lisa Poyer Principal Plainer Glenn Goldsmith, President Town Hall Annex���#�+ ��.�,�` 54375 Route 25 A.Nicholas Krupski,Vice President ;� ? 'P.O.Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino 631 Telephone P ( ) 765-1892 Greg Williams - Fax(631) 765-6641 eou BOARD OF TOWN TRUSTEES . TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application , r' C E g V ED] _f _Wetland Permit Application .Administrative Permit Amendment/Transfer/Extensio JUN 2 8 2022 X_Received Application, '- 'Zy. K . .Received Fee: $ ZSa:CU southoldrown K Completed Application;, •ZY Board of Trustees Incomplete: SEQRA Classification: Type I, Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date:; . Coordination:(date sent) �LWRP Consistency Assessment Form Sent: -�, AC Referral Sent:.. ate of Inspection: _—_-ZPk z3 Receipt of CAC Report: Technical Review;, v74P" ublic Hearing Held:..: . eedy�7,�� QI Resolution: Owner(s)Legal Name of Property(as shown on Deed): Gil Ben-Ami &Tracy Ben-Ami Mailing Address: 1635 Ridgeway Drive Hewlett, NY 11557 Phone Number: 516-297-4632 Suffolk County Tax Map Number: 1000 -,- 50-1-4 Property Location:,. 1.800.Hyatt Road, Southold 1400 feet northwest from.Soundview Ave. (If necessary,provide LILCO Pole##, distance to cross streets, and location) AGENT(If applicable): Lisa Poyer,Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone Number: 631-644-5998 Email; lisa@twinforkspermits.com Wol 3 Board of Trustees Appli, -tion GENERAL DATA Land Area(in square feet): 40,334 sq.ft. 0.925 A . Area Zoning: R-40 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? X Yes No If"Yes",please provide copy of decision. Prior decision no. 7148 approval dated September 7, 2018 Will this project require any demolition as per Town Code or as determined by the Building Dept.? X Yes No Does the structure(s)on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date Trustee#9924 6/16/2021 Trustee#9430 4/17/2019 ZBA#7184 9/7/2018 No prior permits/approvals for site improvements. Has any permit/approval ever been revolted or suspended by a governmental agency? X No Yes If yes,provide explanation:.. Project Description(use attachments if necessary): See attached project narrative. Gil Ben-Ami &Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 Project Narrative: The subject property contains 40,334 sq.ft. and is located within the R-40 zone. The property previously contained a single family residence which received a C of 0 in 1961. A subsequent C of 0 was issued in 2015. The residence was lost in a fire the remains of the partial foundation and septic system. The proposed project includes the following: Demolition of the existing partial foundation at 1418 sq. ft. located 40 feet from the top of bluff, removal/abandonment of the existing sanitary system located 10 feet from the top of bluff with one single cesspool located seaward of the CEHA limit, demolition of the wooden deck at 188 sq. ft. located 48 feet from the top of bluff, existing rock wall 11 linear feet to, existing pond at 101 sq.ft. located 68 feet from the top of bluff. Proposed construction of a new single family residence with a footprint of 1888.7 sq. ft. located 90.6 feet from the top of bluff consisting of basement finished space at 1507.7 sq. ft., basement unfinished space at 461.5 sq. ft., first floor finished space at 1888.7 sq. ft., attached garage at 610 sq. ft., second floor finished space at 1065 sq. ft., second floor unheated storage at 314.7 sq.ft. with a total GFA at 5853.3 sq. ft.; west decking 644 sq. ft. located 76.8 feet from the top of bluff s e#tmg-&basement screened in porch at 259.5 sq. ft., basement outdoor storage at 210 sq.ft., basement west covered porch 189 sq. ft., basement south covered porch at 54.9 sq.ft., basement west uncovered patio at 310 sq. ft. located 70 feet from the top of bluff, basement south uncovered patio at 267 sq. ft.; first floor east covered porch at 354.8 sq. ft., first floor south deck at 58.2 sq. ft., second floor Juliet balcony at 54.6 sq.ft. The project includes the installation of a new I/A septic system located 105 feet from the top of the bluff and the installation of a new potable well, driveway and roof and site drainage drywells. The project includes the construction of a new retaining wall at 48 linear feet which starts at the old foundation wall (to be demolished) and extends to the new residence foundation wall. This retaining wall will maintain the higher elevation of land on the north side of the property. Approximately 1697 cubic yards of fill will be removed for the construction of the residence which will be built into the existing topography on the site with 848 cubic yards of fill to be relocated on the west side of the proposed residence to allow for the driveway and parking area to the residence. All proposed improvements have been depicted on the enclosed plans. All construction activities will be located landward of an erosion control silt fence. The applicant has proposed at 10 foot wide non-turf buffer located on the landward side of the top of bluff which will include a 4' wide path to the bluff stairs. Board of Trustees Appli _ tion WETLAND/TRUSTEE LANDS APPLICATI®N DATA Purpose of the proposed operations: The proposed project includes the demolition of the existing residential foundation and the construction of a new residence and I/A septic system on the property. See ached Xoject namp.a fora djLnnala _,gar4ing toe . . project. Area of wetlands on lot:... . -16,013 sq.ft.. square feet Percent coverage of lot: 14,71 .. Closest distance between nearest existing structure and upland edge of wetlands: . 4 feet 76.5'to deck Closest distance between nearest proposed structure and upland edge of wetlands: 90.6 to reside Does the project involve excavation or filling? ...No X Yes If yes,how much material will be excavated? -75 .cubic yards For the I/A septic system How much material will be filled?,,. 848 .. cubic yards Depth of which material will be removed or deposited:, -2-4 feet —15%slope between residence and street Proposed slope throughout the area of operations: <5%slope betwpao the residence and bluff Manner in which material will be removed or deposited:, Proposed excavation associated with the removal fo the existing foundation of the prior residence, construction of the new retaining wall in the location of the existing foundation, proposed construction of the retaining wall on the south side of the residence for the I/A se tic _ system and proposed fill for the driveway in front of the residence. 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 proposed project will have less of an impact on the property and bluff than the prior approval granted originally in 2019 and renewed in 2021. The proposed residence will exceed the prior approved residence and-- swimming nd=swimming pool bluff setbacks. The current proposed project does NOT include a swimming pool. The proposed residence will include the installation of a new UA septic system and new on-site well. The project will include the removal of the foundation which is a mere 40'away from the bluff. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 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: Agent: Lisa Poyer,Twin Forks Permits Gil Ben-Ami &Tracy Ben-Ami 288 E. Montauk Highway Project Location(describe,and attach a location map): Hampton Says, NY 11946 631-644-5998 1800 Hyatt Road,Southold SCTM No. 1000-50-1-4 Iisa@twinforkspermits.com Brief Description of Proposed Action: The proposed project includes the demolition of the existing residential foundation and the construction of a new residence and I/A septic system on the property. See attached project narrative for additional details regarding the project. The proposed activities will occur landward of the bluff crest limit and CEHA line. Name of Applicant or Sponsor: Telephone: 516-297-4632 Gil Ben-Ami &Tracy Ben-Ami E-Mail: ilbenami61 @me.com Address: 1635 Ridgeway Dr. City/PO: State: Zip Code: Hewlett NY 11557 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. 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: X Town ZBA, NYSDEC letter of No Jurisdiction/Permit, SCDHS, Town building permit 3.a.Total acreage of the site of the proposed action? 0.925 acres b.Total acreage to be physically disturbed? 0.5 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.925 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑ Commercial rXResidential(suburban) ❑Forest ❑ Agriculture ❑Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 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: X 8, a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 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: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: Private on-site well. X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Individual septic system located on-site. X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ 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? potenital for piping plover X 16.Is the project site located in the 100 year flood plain? NO YES Proposed activities located within the"X"flood zone. X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, X 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 ®YES Gutters and leaders to on-site drvwells. 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: X 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: X 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: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Agent: Lisa Poyer,Twin Forks Permits, Principal Planner Date: 6/14/2022 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 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 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? b.public/private wastewater treatment utilities? 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, wateibodies,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. Name of Lead Agency Date 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) Page 4 of 4 Board of Trustees Applit ion AUTHORIZATION (Where the applicant is not the owner) I/We, Gil Ben-Ami&Tracy Ben-Ami , owners of the property identified as SCTM# 1000- 50-1-4 in the town of Southold ,.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. r ' roperty Owner' Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF 20 AgootaryPublic LUIS FABRICIO RUBIO Notary Public-State of.New York NO.OIRU6284520 Qualified in'Nassau County My Commission Expires Aug 25,2025 Board of Trustees Appli.. AFFIDAVIT Gil-Ben-Ami&Tracy Ben-Ami 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. i ignature of Property weer Signature of Property Owner ME THIS �J DAY OF_ �� 20 L SWORN TO BEFOREl ?-5,t�-__Notary Public LUIS FABRICIO RUBIO Notary Public-State of New York NO.01RU628A520 Qualified in Nassau County My Commission Expires Aug 25,2025 1 � 1 APPLICANT/AGENT/REPRESENTATI" TRANSACTIONAL DISCLOSURE FORM The own of Southold's Code of Ethics prohibits conflicts of interest on the gnrt'of town officers and emnlovees.The nueno_ this rorm is to provide inforination which can alert the town of nossible-conflicts of interest and allow it total a whatever action is jtecesM,to avoid same. YOURNAME: Gil Ben-Ami&Tracy Ben-Ami (Last name,first name,griddle initial,unless you are applying is 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 you personally.(or through your company,spouse;sibling,parent;or child)havo'u rzlationship With Any officer or employee of the Town of Southold? "Relationship"includes byblood,titariiage,or business.interest"11usiness interest"means a business, including a pdrtne rship;.in which the;town officer-or employcelias even a partial ownership of(or employment by),A corporation in which the town(oflice-or employee owns more than 56/o 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 cQ. .pte:stock of the:appilcant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-coriiorate,entity(whektho applicant is not acorporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submittedthi .l y of URe 20_2 Signature Print Name_ Gil Ben-Ami&Tracy Ben-Ami A. Form TS 1 APPLICANT/AGENT/REPRESENTA.TM TRANSACTIONAL DISCLOSURE FORM The Town of Sout}iotd'S Code of Ftliicsp'oh'its conflicts of interest ciri the iiiii t of town off kers ani snrnloYees:71le,nnroose of thtaE opcle infarination vihioh oaFntt61vaidsamc,., YOURNAME: .. Lisa Poyer,Twin Forks Permits (Last name,first name,1piddle initial,unless you are applying is 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 you`.';rsonolly:(or through your'company spouse;,sitilirig;r'arcnt,,or bhild)bay.r relations)io tvitYt'•an ytfficer or empiayee pe of the Town,of Southold? "Relationship"includesaiy.blood,inarn>ige,or;busuiess interest ".Busmess'uiteresf"means a business, including a„p3rtiiership,,in-*hick theagtvii,offcer'or'employee;ltaseven u,,pF rtial o%vnershipaf:(oreiripioymeut.by).acoidiorat on in which th;e tojvitofficer:ear,employee,awns; pre than 5°l0 of•.thd: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 applieant/agont/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:o£greater than5%o of tlic shares'af the corporate stock:of the_tfpplicant (when the'applicant is a corporation) B)the legal;or'beneficial owner of any;interest:in'0 non-corporote:eritity(ivtieia:'i.$c applicap�is not a corporation); 1 . C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted t is ay of V Cl/Le- 20 2� Signature Print Name__Lisa Poyer, win Forks Permits — Form TS 1 i JAYNE D BUCK NOTARY PUBLIC'STATE OF NEW YORK Registration No.OlBU4998698 Qualified in Suffolk Coun Commission Expires July u i Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: �aC A�- P, �-0 - 1 - 3 STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy'of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public Glenn Goldsmith,President ®g so Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly � Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, APRIL 19, 2023 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL PROJECT DESCRIPTION FOR: Twin Forks Permits on behalf of GIL & TRACY BEN-AMI LOCATED: 1800 Hyatt Road, Southold. SCTM# 1000-50-1-4 For a Wetland Permit to demolish 1,418sq.ft. of remains of old foundation; remove/abandon existing sanitary system; demolish 188sq.ft. wooden deck; demolish/remove existing 70 linear foot long rock wall and 101sq.ft. pond; construct a single family dwelling with a 1,937sq.ft. finished basement that includes a 269sq.ft. basement screened-in porch, a 185sq.ft. basement outdoor storage area, a 244sq.ft. basement covered porch, and a 586sq.ft. basement uncovered patio; proposed first floor finished space at 1,889sq.ft., attached garage at 616sq.ft.; proposed second floor at 1,194sq.ft.; proposed attic space at 616sq.ft.; proposed unheated storage at 310sq.ft.; proposed 354sq.ft. first floor covered porch; proposed 702sq.ft. first floor deck; install a 28sq.ft. Juliet balcony with steps to ground; install a 270sq.ft. concrete slab with 60 linear feet of enclosure fencing around slab; install a new I/A septic system along the side of dwelling; install a new generator, a/c condensing units, and buried propane tank; install a new potable well; install a new driveway; install gutters to leaders to drywells to contain roof runoff and driveway drainage; 65 linear feet of existing northern retaining wall to remain; 50sq.ft. of existing northern steps to remain; construct a 48 linear foot long retaining wall from steps to dwelling; construct a 30 linear foot long retaining wall in north to south direction at 4' in height, and a southern retaining wall along southern property line at 148 linear feet long varying 2'-6' in height for proposed I/A sanitary system; approximately 1,697cubic yards of fill will be removed for the construction of the dwelling which will be built into the existing topography on the site with 848 cubic yards of fill to be relocated on the west side of dwelling to allow for driveway and parking area; and to install and perpetually maintain a 15' wide non-turf buffer along the top crest of the bluff with a 4' wide access path. Located: 1800 Hyatt Road, Southold. SCTM# 1000-50-1-4 HEARli46 ilOTICE UF NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: GIL & TRACY BEN-AMI SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING: Wednesday, April 19, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Glenn Goldsmith,President o��ggFFaQt' Town Hall Annex A.Nicholas Krupski,Vice President ,� y� 54375 Route 25 Eric Sepenoski y z P.O.Box 1179 Liz Gillooly o • Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 �lt Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of GIL & TRACY BEN-AMI COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE— COMPLETE THIS FORM ON EIGHTH DAY OR LATER L�%a foy-e2 1 ' I, T W i n �:n r�S PV'rYX-S , residing at/dba ag g L-• M o a+c u k �y . taqu being d ly sworn, depose and say: That on the 10 day of April , 20 a3, 1 personally posted the property known as gTrc.N ap 0-AM (A�lZk�ur� Q ,So r,� SC7 &tip_ 1 cuo -51)-I--N by placing the Board of Trustees official n� oticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,April 19,2023. Dated: (signature) Sworn to before me this day of4201 2013 ,,"yjaTE'o ,,, Dawn Johnson NOTnav``. Notary Public,State of New fork =* PUBLIC '*!No 01J06349053 %,'N..........• s Qualified in Suffolk County , I, Commission i;xp�ires 10/11/20_/ Notary Publi Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS //�� APPLICATION NAME & SCTM#: G -•-Tracy R/' — AML- NAME: t NAME: ADDRESS: 5-0 - 1 -3 bo,( �s (Seo r- a(DO '7D4"" S.. ay 10128 SO-1 - S Cis en 1--) w 8�`'"''1�k AP t N. w k� ivy I ao ay g.to C(P tr3 nA-71)n, I I�n/►�t Pb Scx I a.L^7 S�u`I � l� , N`( 1 l 0 -7 50 - 1- 1-7 pr:VOL4 0. Pood R 0 LJ - /Vo Oddr-eS S!_ ro v Jed- STATE OF NEW YORK COUNTY OF SUFFOLK / 1 , Li sA Pp`l� -Tvj i/n Tyr V-.S PP rM , residing at o��� G• o n"f'G�k T `i being duly sworn, deposes and says that on the O _day of �� , 20 23, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at �4gMT pn NwjKr,M 119CA-0 , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. /g Signature Sworn to before me this Day of 07/ , 20,2---� PT.E O � Dawn Johnson _ NCTAR ., Notary Public,State of New York *', rueuc ;' No OIJ06349053 Qualified in Suffolk County Commission Expires 10/11/202—' Notary Pu is :l iCOMPLETE THIDELIVERY 'SEN.ER:COMPLETE THIS SECTIONI A Si ature / A1,j3 Agent i ■ Complete items 1,2,and 3. /L1. ❑Addressee a`frint-your name and address on the reverse C.Date of Delivery that-we urn l so thae can retthe card to you. P. R eived led 1V�71y i ■ Atta6hItl is`card to the back of the mailpiece, or on the front if space-permits. 0 Yes 1. Article Addressed to: If YES,s dellrater delivery address below:i? ❑No Gv �� PO ox lad 7 I S C,4VOj , kVq-71 3. Service Type j3 priority Mail Express® 13Adult Signature El Registered MallTM IIIIIIIII IIII IIIIIIII I III IIII III IIII I IIIIII III ❑Adult Signature Restricted Delivery [3 Rag Mail Restricted ❑Certified Mail(D Signature Confirmation"' [3 Certified Mail Restricted Delivery Q Signature Confirmation 9590 9402 6944 1104 5842 62 ❑Collect on Delivery Restricted Delivery ❑Collect on Delivery Restricted Delivery 2. Article Number(Transfer from service label) ^•----ed Mail ed Mail Restricted Delivery 7021 2720 U002 8959 4163 •$500) Domestic Return Receipt PS Form`3811;July 2020 PSN 7530-02-000 9053 SECTIONCOMPLETE THIS DELIVERY SENDER: A. Signature v O Agent ■ Complete items 1,2,and 3. j L s-�Addressee ■ Print your name and address on the reverse X i '� Date of dyes Delivery so that we can return the card to you. B. F#eceived. y(Printed Name) C, ■ Attach this card to the back of the mailpiece, or on the front if space permits. rent from ite1'? Yes 1. Article Addressed to: D:is delivery address diffew: No m 1 If YES,enter delivery address bellol v I aur E - � �- 3. Service Type [jPriority Mail Express® Tm I II I II I I IIII I I II I IIII I I r`_ Adult Signature ❑Registered Mail [3IIIIIIIII IIII III IIII ,,}{g��f• [3 Adult Signature Restricted Delivery [3R Registered Mail Restricted j •'��#'` ❑Certified MailO Delivery ❑Signature ❑Certified Mail Restricted Delivery Confirmation ationTM' , I 9590 9402 7033 1225 2125 94 ❑collect on Delivery ❑Signature Confirm ❑_collect on Delivery,Restricted Delivery Restricted Delivery sured Mail 2. Article Number_(Tlansfe!from SelVice label) 'l ' ` sured Mall Restricted Dellvery- - 7021 - 2720 0 02 0035 8133 — Domestic Return Recelpt PS Form 3811,July 2020 PSN 7530-02-000-9053 --- Postal ■ ■ , � ■ ■ ■ , MA Q ■ ■ , m I mestic Mail 0 ly Ln 1 �. r� . rq .- CC) P f yl z•.. Ln i Q' J €.'. I; :1 is x.' .: '.`:- µ mertdied Mad Fee V-) Certified Mail Fee $4.15 �^1W � ' O $ $ '� '`c V 11 `- ' I3 EMra Services&Fees(check box,add fee�s p^n. e 1. 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Er $ $3.35 co Extra Services&Fees(check box,add lee astroes �' fl.l El Return Recelpt(hardcopy) $ °"`�'� • g t O ❑Return Receipt(electronic) $ '- 6strnark 13 ❑Certified Mall Restricted Delivery $ •�l.�f l Dere. "t O ❑Adult Signature Required $ - 1-11 I ❑Adult Signature Restricted Delivery$ S• , O Posta a S % g $0.67 ru $ l 2023 NTotal Postage and Feft i I $ ru S ToL [: IL { O --- S t an� a., r, ox N C' tate Z +4 ` v i Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS Ll 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 includ iag Building Permits and other ministerial permits not located within the Coastal Erosion Lazard 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. Apoosi:d aation.'will `bi .evaluated. as :to 'its significant u ` uch includes aIf of'Southold`T otivn).. benercial grid adverse:effects'u ori the:coasial area �iT" 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. '.Thns�dacl aiisiyer must;hie.:e. lamed.x�a:detail:. istux; iotli-suppoi'ti :end aaoh <supno nZfac s: If an action cannot be certified as consistent with the LWRP policy standards and conditions,:it:sliall iiot be::urideftaken. 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# 50-1-4 PROJECT NAME,.Gil Ben-Ami&Tracy Ben-Ami The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees .Fxj 1. Category of Town of,Southold agency action(check appropriate"response): (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: nX Nature and extent of action: The proposed project includes the demolition of the existing residential foundation and the construction of a new residence and I/A septic system on the property. See attached project narrative for additional details regarding the project. The proposed activities will occur landward of the bluff crest limit and CEHA line. Location of action: 1800 Hyatt Road, Southold, NY Site acreage:. 0.925 Acres Present land use:. Single Family dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of ap,Ocant• Gil Ben-Ami &Tracy Ben-Ami (b) Mailing address: 1635 Ridgeway Drive, Hewlett, NY 11557 (c) Telephone number: Area Code( ). 516-297-4632 (d) Application number, if any Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes No!!^f If yes,which state or federal;anc '? Private 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. 0 Yes U No a Not Applicable The proposed action is consistent with this policy as the owner of the property is looking to redevelop the lot which previously contained a SFR with a new SFR. The property currently has a valid Trustee permit which allows for a new residence (to be constructed closer to the bluff than the current proposal) and a swimming pool (which is not part of the current application). The proposal includes the abandonment/removal of the septic system in accordance with SCDHS standards and replacement with a new I/A septic system (which was not required with the prior approval). The proposed construction and size of the proposed residence is in character with the neighborhood. The proposed project has been designed to minimize potential impacts to the property, bluff and surrounding properties. Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW I Section III-Policies Pages 3 through 6 for evaluation criteria Yes L ] No L'-:-'J Not Applicable N/A as the property is not located within a historical neighborhood and the original residence was destroyed in a fire with only the partial foundation remaining. 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' Yes Q No.0 Not Applicable ,The proposed development of the property with anew residence will not impact the scenic resources in the Town of Southold as the subject property and surrounding properties are not open to the public. The proposed residence is 'buffered with natural vegetation from the adjacent properties and the proposed residence will not be readily visible from the beach. As such, the proposed activity is consistent with the policy. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria `I-==a Yes' No 0 Not Applicable The proposed development of the residence on the residentially zoned property will comply with this policy as the development will be located 75'+from the edge of bluff. The existing dwelling foundation located 40'from the edge of bluff will be removed. All proposed improvements Including demolition of the existing foundation will be located landward of the CEHA limit. All proposed construction activities will be located landward of erosion and silt control fencing thereby reducing potential erosion or outwash to the bluff. The existing foundation wall which holds back a small section of land on the north side, will be replaced with a new retaining wall which will tie into the foundation of the proposed residence. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0, Yes'n No ❑Not Applicable The proposed residential development of the property will comply with this policy by the installation of a new I/A septic system. The prior residence septic system is located 10'from the edge of the bluff which will be removed/abandoned in accordance with the SCDHS standards. The removal of the existing cesspool will be the only construction activity which will be located seaward of the CEHA limit. The prior approval no. 9924 included a traditional septic system. The proposed project Includes an I/A septic system and no swimming pool. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages.22 through 32 for evaluation criteria. 1.4 1. LSI • i I Yes No Not Applicable The proposed residential development of the property will comply with this policy by the installation of a new I/A septic system and constructing the proposed residence 75'+from the top of bluff and landward of the CERA limit. The proposed development does not include a swimming pool. The project has been designed to eliminate potential swimming pool chlorine and chemicals from entering into the ground water which was approved with the prior decision. The installation and utilization of the proposed I/A septic system will further help reduce the amount of nitrogen entering into the Sound. The project includes the creation of a 10'wide non-turf buffer along the landward edge of bluff. The non-turf buffer will help to further reduce the potential impact of nitrogen into the groundwater and Sound. All residential hardscape runoff will be directed to in-ground dry wells through the use of gutters and leaders. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Q Yes alloE Not Applicable The proposed residential redevelopment will not impact the air quality within the Town of Southold with regards to heavy industry, as such the project is not applicable to this policy. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes O No [X] Not Applicable The proposed residential redevelopment will not have an impact within the Town of Southold with regards to hazardous materials and wastes, as such the project is not applicable to this policy. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Y ID Ye� No'[JNot Applicable The proposed project is not applicable to this policy as the property is a private lot with no public access to coastal waters. =the proposed construction activities are located landward of the CEHA and edge of bluff and will have no impact to the „shoreline along Long Island Sound. Attach additional sheets if necessary VVOR UNG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LVVRP Section III Policies; Pages 47 through 56 for evaluation criteria. „'Q,'Yes Q'No L::J Not Applicable The proposed project does not contain a traditional water dependent use and is therefore not applicable with regards to ,this policy. The proposed project includes replacement of a single family residence with a new single family residence. 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 LVVRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes '._ `. No U Not Applicable ` -The proposed project does not contain a water sustainable use and is therefore not applicable with regards to this policy. -The proposed project includes replacement of a single family residence with a new single family residence. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LVVRP Section III— Policies; Pages 62 through 65 for evaluation criteria. F0.Yes 0 No LX1 Not Applicable The proposed project does not contain agricultural farming practices or is located within an agricultural zone therefore this policy is not applicable. .Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LVVRP Section III—Policies; Pages 65 through 68 for evaluation criteria. D Yes F No H Not Applicable The proposed project does not contain energy or mineral resources or commercial uses therefore this policy is not applicable. PREPARED By Lisa Poyer, Twin Forks Permits,Agent TITLE Principal PlannerDATE 6/14/2022 1:2F IN RKS 288 E. Montauk Highway R�AITS Hampton Bays, NY 11946 631-644-5998 info@twinforkspermits.com June 28,2022 -Via Hand Delivery- Glenn Goldsmith,President Southold Town Trustees E M`� E 54375 Main Road PO Box 1179 Southold,NY 11971 ,UN 2 8 2022 RE: Wetland Permit Application Owner: Gil Ben-Ami&Tracy Ben-Ami so„ Trustees Situate: 1800 Hyatt Road,Southold Board of SCTM No. 1000-50-1-4 Dear Mr. Goldsmith: Please find the enclosed Wetland Permit Application for the proposed redevelopment of the residential property located at 1800 Hyatt Road, Southold,NY(SCTM No. 1000-50-1-4). The property is located along the western shoreline of Horton Neck and fronts along Long Island Sound. The proposed project will consist of the demolition and removal of the existing partial foundation and septic system and the construction of a new residence in a more landward location and the installation of an I/A septic system. The property received a prior Trustee permit which allowed a residence to be constructed with a top of bluff setback at 75 feet to the habitable area of the residence and a swimming pool on the subject property. The current application proposes to construct a single family residence with a top of bluff setback at 90.6 feet to the habitable area of the residence and 76.5'to the proposed deck. No swimming pool has been proposed with the current application. In support of this application,the following materials have been enclosed for your review: 1. Application fee in the amount of$250.00 2. Four(4) copies of the Wetland Permit Application Checklist,Wetland Permit Application form including the General Data sheet,Wetland/Trustee Lands Application Data sheet, Short EAF,Affidavit and Authorization forms and Transactional Disclosure Forms as signed by the owners and the agent and LVW Consistence Assessment Form; 3. Four(4)copies of the project description; 4. Four(4) copies of the Certificate of Occupancy documents issued for the property and the prior Trustee permit for the property; 5. Four(4) copies of recent site photographs; 6. Four(4) copies of the property aerial; 7. Four(4) copies of the survey as prepared by Young&Young last revised May 11,2022;and 8. Four(4)copies of the proposed site plan,floor plans and elevations as prepared by Mark Schwartz& Associates, sheets S-1, S-2,A-1,A-2,A-3 and A-4 dated June 9,2022. Please review the enclosed materials for the proposed residential reconstruction. If you have additional questions regarding the overall project,do not hesitate to contact this office. Thank you. Sincerely, /`)k�— Lisa Poyer Principal Planner