Loading...
HomeMy WebLinkAbout1000-70.-6-29.1 OFFICE LOCATION: ��®f SO �® MAILING ADDRESS: Town Hall Annex V® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY 11971 ® Telephone: 631 765-1938 cou LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 14, 2022 Re: LWRP Coastal Consistency Review for BRETT O'REILLY SCTM# 1000-70-6-29.1 Charles Thomas, Architect on behalf of BRETT O'REILLY requests a Wetland Permit to install a 20'x40' in-ground swimming pool located 597" away from the existing bulkhead at its closest point; install a grade level bluestone pool patio around the pool extending 3'0" to the west side of the pool, 3'0" on the seaward side of pool, and 10'0" on the east and south sides of pool located 567" away from existing bulkhead at its closest point; install 4' high pool enclosure fencing around patio perimeter; install a pool drywell for backwash, and pool equipment area; demolish existing dwelling, wood decks and concrete ramp; for construction activity within 100' from the landward edge of wetlands for a proposed two-story dwelling with attached garage located 108'0" away from the bulkhead at its closet point, and seaward side porch and covered porch located 100'0" away from the bulkhead at its closest point; abandon existing sanitary system and construct new I/A OWTS system landward of dwelling. Located: 505 Lighthouse Lane, Southold. SCTM# 1000-70-6-29.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and with the LWRP. 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 I Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and.adverse effects upon the coastal area(which includes all of Southold Town 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be ex_plainM in detail, Iisting both suimorting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION RECEIVED, SCTM# 1000 - -10 - D& - NOV 10 2022 Sout o d Town PROJECTNAME. 0� ei '(G ACk Planning Board U The-Application-has-been-submitted-to-(ch/anons :-- - -- - .- -- - -- --- -- - ----.-- --- - - - Town Board ❑ Plannin Board Board of Trustees .� lI 1. Category of Town of Southold agentopriate 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: FO Nature and extent of action: J r CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 90 1 (51 6) 702-3519 ODTHOMAS63 @AOL.COM p FIVE NOVEMBER 17 2022 Board of Trustees Town of Southold NOV ' 2 2022 Re: Project Description (O'Reilly) SoufhotdTom 505 Lighthouse Lane, Southold, New York BardotTru SCTN # 1000-70-06-29.1 The following is a project description for the Wetland Permit application for owner Brett O'Reilly. The property is located at 505 Lighthouse Lane, Southold, NY and the tax map number for the property is 1000-70-06-29.1. The proposed action for this property is to demolish the existing house that currently sits, 89.4' from the existing bulkhead to the closest corner of the house. The existing wood decks and concrete ramp are to be demolished as well. The existing house is one and a half stories with an attached garage. At its widest, the existing house is 32.6' and at its longest, the existing house is 85.5'. Please see the survey that notes the existing conditions of the property for the exact dimensions of the existing house. The proposed house and associated porches are to be located outside the jurisdiction of the Trustee's with the nearest point of the house being 108'-0" away from the bulkhead and the associated porches closest point being 100'-0" away from the bulkhead. The proposed in-ground pool will lay within the jurisdiction of the Trustees. The proposed pool is to be located 59'-7" away from the bulkhead at its closest point. The proposed pool Patio is to be located 56-7' away from the existing bulkhead at its closest point. The proposed pool is 20.0'wide by 40.0' long. The grade level bluestone patio around the pool will extend 3'-0" to the west side of the pool, 3'-0" from the pool to the seaward side of the property and 10'-0" to the east and south. The pool fence will be glass and 48 inches tall as required by 2020 NYS code. The pool fence will extend around the perimeter of the proposed grade level blue stone patio around the pool and will have a gate located on the south side. No fill will be removed or brought to the site. Location of action: 506 U1i1 h1 u&, Lune, ; &OiAhoO- Site acreage: O q U Present land use: rn i 6(.{ RQSidQ')Ct J Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: JViq (a) Name of applicant: (b) Mailing address: (c) Telephone number:Area Code( ) (d) Application number,if any: N Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? 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 3:--Foster-a-pattern-of development-in the Town of Southold--that enhances-community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ffYes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWMP Section III—Pol" ies Pages 3 through 6 for evaluation criteria 0 Yes .0 No Z Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section M-Policies Pages 6 through 7 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Sectio IH-Policies Pages S through 16 for evaluation criteria ® Yes n No 1:1 Not Applicable Attach additional sheets if necessary - - -- -_Y - -- - --e -- - --�--P -- -- - ----_q ----:�------- -PP Y -- -e--- - Pohc 5. Protect and nn rove water uali and su 1 m the Town of Southold See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria u Yes ❑ No ❑Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section M-Policies; Pages 22 through 32 for evaluation criteria. ® a ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LVWRP Section III—Policies Pages 32 through 34 for evaluation criteria. ❑ Yes []No Not Applicable 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. �7I �1 Yes ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LNVRP Section III—Policies; Pages 38 through 46 for evaluation criteria. n No Not Applicable ❑ Yep--1 Attach additional sheets if necessary WORIUNG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section 111—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ENot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No u Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for eva ation criteria. ❑Yes CQ No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies} Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ® Not Applicable PREPARED BY TITLE DATE I ti R. �`��ry�• �t moi!" � � l_. ti _ .:�• �•.cif'r,'�r.i"f`' / '�17' p.�� � /Yf'w `i IA r ` � r",�, y� frj•- -._- °r�,j-•'x ,. r ,,. •�°'" i . '. � W-1 4 4t vp I wf- fir• ��Z��`y ;� ', F�-1'Gr ,,,�,�•. Z 'i - _ _ _ \ .:� �"� - •v .-? !' '�+1, -'Ca+ 'ply ,..c. � •.vp.�ki �, � .� � <t, - _ "�- 111 11. y,,�ip `fl r l ' - ��1'f- .4"/q�.. yy '�', .�:.; ✓ 1. �- ��� ":s- t -��� .. , i ! '" � ���.7'�y �"a1Y�%��•. "'III ��.. `.y •�S � r'. e 41 i111111;r-1161 UORTF.WoMle-TEMEFTEal 7 •w >!.a _ -- __—..,`__. -.- �:• fit•.. �' � �,�. fi � •• 1 • • • • 111 1 I• • •• .• -• • K M� ;t ,0', �1;. `fis.'�C� � � - •.RN `,� it � ,-' ���.F- - ,rte .,a"-'f,�t�.�!`�. - .- •+� � . . '.",.rte., _ ---I-- { s, a � 'F f"" _ �e .•d • • 111 I I. • •• .• -• • • • � t e 'o �t A r Vit. �"1� :��' .,, ` '� 'jam••{ w .ij'�Z1. � %r� � �.fr ; •r.� r �r�r �tr' •., � r ���,�,r�('•F,'+�, '� `rte ; Y�..- '?Jj.�.YE•-a �y�/tJ��" 0.. Y•i;:a � �, �,,",�..cam.. ,� 7:• _ ? View a r.•.:�, '1. - _ _ --- - _ .. - looking • from • corner • Viewlooking • from the house towards the house towards •• site plan for location of where picturesby matting the photo Property 1•ress: 505 Lighthouse Lane, Southold bP 4��.• �yy t 4 ti.,r a�_ ,p„ + .4 '.� ti ,•('�'" S �t* � r l,�' � ,�•�� � x ! � _f F .F� ,�^ _ �� L( •S ! a,�r-,•. jo .yam. - •• 'is 11 - R `�'a_ r rd"'y..:'1 � :k .eL., '" Q,ver�>�` �'ir. - f s, - - �• - _ .#++R :' -t r � � -� V. � Ali S`T � ��-�-•I-r �. cY�tt'�". ,Awk L. TSF .;'._ y. ---�—. .. - _ T ..—'4 �., � •�^ !� f^,.: � �` '�ESr+aY'i� ( ,.. F , r/- �` v4�ar sa P;J^ G• v.�j `L CCS' • p 1 i -� -�. � " ^�y 1p� ;r A ,. ;il - if TNS ;'t u.i� -,• "�•r :�k n "«A.#r��st+xlr..�At .. -_ - F 't^ ;.cF ' �,:�` ay,,, ,--..��r. `�-1 .• y.,�,F eis^e _.a.. . .Sgf �` � ! .r,,��� X11 �:is '�� -*yr���f�a a-"�� x"°a w.�. '�'a IV' ,' rr ,. � a c.., ^'� ' �.r �,,,,(��{ d+,g -V r � ,. -. - • a •• I • • is • III 1 I. • •• .• -• • topw ZZ �,o • v�sT Ha. fm Pm / Js t +wG `' I.— c-27 fi d ataro O iNcl t = J 6 b n Nx2 ]PL? yS'� se bq '1•/ a�e1.1 a 21 rz-lace a],.�+ souTl,Dfnscfaa wsmaTtw.s a uea°o,r✓0^'� m 'O 72w t ,0°60] 7[ a int Oi i �•a� 'e � x ' a� �a,m� sxsrrE ae u e e O AO P•' ,p>° � ,� fs.r _ - --+�w,;.J - ,f. is voR vu.„o ,�• e k _\.. ose.nrat� ,.wG tee, �,p s 'O• �L p RM\ / / ni Z_ t> , T2yc1 i2Mc) %xwlq twNcl �wG ,e1 262 ' Se y. P' � ��� �\ ]¢ 3��•, Ie t• ' z to 2.4(4c1/ - a c".• r.Q�o� ° % " to 'A 1, ]a SOUIHOLD IIA t i' m P m p m m M � ,,, �- 1 g 9• � P T fi e �� N A Aga �¢� p d s � a 6 « a v1 n x M R 4• r cP,�� w`" 9 '° «,s � sS •° lOrycl . b3 y1 f0.2 a P'�,Wc,iµt fi P fps, .i O QQ i t'1rt ] 9 KCIt , R " T Sp � k f ei33 18 � 322 t.wcl ,0 @E� y X11 t5 u• 1R f« ,]t a�]" Qy1 Ip. lI fT] fe3 tD 6 �. tt1 g w �i ,pAp l .. e ,+ ovn,ar n«_ �• is .1 J t� u T x `' em � � .Ol\ .v. �« . � � i � P'9 - 1T .M a • 312 - .36.t \ ] a QEARMEM' _ A JO( J/ "" IB H y J S'. < p IS 9 �' • P] 1 1�" ' S d 6 � � � m m 'V'a. J1 � ' v P q. ♦, t wcl Is °F11 Tsatms - 'P m« _._�/ souTttan Q i Rt hR 'i wTat — utE E va..«m.. —�.— w. (z`,1 — — ..�� --�-- °-'.'• --"-- " tsorlcE .� COUNTY OF SUFFOLK © E a samro�o sEcrioR„0 Real Property Tau Service Agana Y +„ �....a..�.._.„Y,,. 070 ...�--�-- ? P imc�x° Stee PROPERTY IMP oto 4 r A. Key- Existing Site Plan AD* A� 4110 �`b Bei I At5 q 4 cIm �� cEssPooL :e•e Ulu X•+•.aoa Nt Gam"" A JS4T �• - (M c XW Ug -14 -max 110. A. 'gyp to 6 RES ,y we cam` Z �► FOU Ww 4 � o .�: Kim s� egA is .+'' •s� a'°••! �� D� Ma • x .Y�� :•'•y�ai •��0.• r� www �S.Z S4' xim xim NYI f 33 13 P• fi xJ2J Uj jai PWT 4' w LLI xiUlu O 4 p L 0 ® } (� x, O - x � q XIU 56. joioem®® a •• y.�' .1.• 'J +' 90b �`,n +' •J 9f0.A J' J. A5 - i- .J:'' •Y• erJ. .'a r i YZ ME •A •� :.'p. 4 9.45 •n.;J+' '. • -.�areJln WIRES DAD IV/a/ F 110SA HOWSON Co Mm 9s1f) Property Owner: Brett O'Reilly Address: 505 Lighthouse Lane, Southold SCTM #: 1000-70-06-29.1 ' I ce'r, , -�:111.1■t■11■I■t■IIt1■■■11■1■t■1111■■■11■1■t■Iltl■1■ll■t■■■11.1..._1...11.1..:1111■■■Iltl■t■111■t■11■1■t■Il:l■t■Ili =-.111■■I■11■■tt■11■■■1■111■■1■11■■/1■11■■■1■111■■1.111■■1■11■■■11 ■■1.111■■I■It■■tI■111.11■111■■1■11■..1.t1...1.11...1.t1...1.11...t =r.lumul■aaoo■aenl■■Itl■t■■Illa■a■Ilntnlu■■Ian■51m■.■.■ rl51u■u■lu■■luu■51■111■lnlooptaa■aa■■■1■51n■a■nualtl I�� • ___:uunn■uulunna uauuunnon utoauuuua■■51uuuuiliuuu■lounumu■uu■unnu■ulnl■nmutuuuuu■nuw =_=_uwHann■uuuamuaauuuuua■lanlnuuunul■o■nu■Inuunnnnmmuun■u■uunun■tununn■uumuleu■, - _-_uuuunun■nalutuuuan■amt■uua■oua■unnn■uau■ua■uu51n■unn■tau■.ua■uun■uua■uunuinitu■■tin■unauuuao■un■1aui,,�, __�•■11■■■t■Ili■■1111■■111■tl■■11111■■11■Itt■tt■11■■1It11■■■1■11■■tl■11■■■1■11■.11.111.11■It■■■1■111■■I■111111■11■■11.11■■■I■Itt■I■1■111■11■11■■tl■11■■■1111■■tl■11■■11■11■ ===-It■1t■1■■■■111■■■■1■1■1■■1■It■■11■1■■■■1tl■■■■1■1■■■11111■■■1■1■■■1111■■■■It111■■111■t■11111■■11■1■■■■t■1■■■■1■1■■■tltl■■■■111■■■■1111■■tltl■■■1111■■■■111■■■tl■1■■I'' ___1■■■1■■1■nl■lI■■■1111■■■11■11111111■■■1111■■111■1■■111■1■■11■111■nl■■1■t■n■t■■■1111■■■1■■1■1■ILII■111111■■■Inl■■11■■1■■111■■1■1■1■11■■11■11■■■1■tl■■■1■■1■■tl■�� %1. ��I■1■tUI■It■t■I■It■■11■Ittt■I■It1■tl■Itt■■I■11■■a■111111■11■ill■11■■■I■1111■1■Iltt■It11■■115111■tl■1■■til■IIt■11■Ittt■1■1■■111■In■tl■Ittttl■1■■■t1■1.1111■tloo., 11l1 111■■ =-111■1■■■1111■t■11■t■■■11■1■■■1111■■■IItI■t■1111■t■1111■1■11■1■■■11■1■■■11■1■■■1111■1■1111■■■11■1■■■11■1■■■11■1■1■1111■■■11■111..11■1■t■II■1■■■1111■■■11■t■t■11■V-, r:ll■ ► =-.11■■111■111■■I■Ili■■t■Ir•'1.t.11...1.It...1.11...t.11...t.t1...1.11...1.tt...1.11...1.11...1.11...1.tt...1.1t...t^•I...t.ll..■t.1t...1.11...1.It...1.11...1.1r:/ 1:11.1■.1■.151. __�I■■111111■11■11■■■151■r;�•'!....111■■■11■1■t■1U111■11■1■■■■1■111■■1■In■aa...aa....nt....nt...a.1....1.^.'.11n■■■1■1O■a■1■■■■Itltt■■1■1■t■1111V% Aaoo•----111■16 � - =�L..L.L.a..1...1.!• �.•...La...1..1...1..1..a..1...1..1...1.a...Int...1..1...1..1...1.a..a..1..•.' "...L..IL.L..L.L..L.L..Inl..a.•� ■�.It., .11.1... ==1.1....1.1..■■��1■nr"� t �•..1n1■la■■1■1■■■■1■IO■1151■1■■1■1!.m�L..aa...aa...aa...a.1J■1■1■'i . �•.,51..511■I/O■1■It■■■1■1■tW■Itr� 1111■11 .. loll■Ila- � �Itl■1■1■11■1■K!■IO'"� ,:•.•,� ..`..ala.■.11■t■■■1111■maul...:;:1...11.:...11.1...11.1...11.1...111K�./:' :•.•.: '•�.It1..11a..a1.L..11a��YY.�■11.;; .1:.11511■ I■.1■.1■.. - _-=�auuan��■,, •Oi�Oi�i. �unu■ulnulau■■unnr.�•-=---•�auuna■tu■a■nua��u .i�i�i�i�i. ��Inau■■ulu■aal��.�j nlalauu�i■uuuu■., ==itl■■■tltl■■ ■1!; ♦������• .�■■tl■t■■■tl■1■■■tltl■■■■■'!" "�■■■1■1■■■111lot■1111 r" ♦.N.... .a■■■tltlt■■■1■1■■■ / �Il■l�llllla• ■Il■II■Il■II■Y.'. _='1■tl■MOI■■fir^' ♦........• .•■a■tl■■aoo1■til■tl■t•- _ �1■1OI■1tl■11■■Ilt11r'.' •.....N.• 'I■■1■■OOI■1■Itt■■■■r•'/ �It111111■It■II111na■Il■11■Il■Inittl. '����������• ♦�����H��♦ ■51■tu■nau■a■Ir' A111111IO11111111■tt■IW.WiOlWHIR 1.. ='I1t1■1■■■11■Ir'/. �..........♦ ..'\■tl■1■■■■1■I■■■1Ir'" 1■tl■1■■■■1■1■■nl'" �..........♦ ��1■■Ila■t■Ill;' .:�!i�1��!ii!QQi��Al�. �■■Inl■■■11■t■��' �,� tet.. 1 4�i!i!i!i�!�!i��!�!ii!i_ /'� _ - _ - - _ um■luuuuun■uuu�_.unnunal; _�-�: a■nu51ees_.....■.:....... ...■..._:e_�n■un1! _�_�:�1nau■51auur :�: unnnaau■amu51al___1■11■■tt■nlY uuuulni51nunuuua■iuiiiiimnun■aau■nq ..uuunnnnv' - ■■t■11■■■1■tl■111■■t■■■t■■I.�.1■111■■■1■■1/ �11�1��11�I1�11�1t11111t■Ill 11■1■■■t■■■■■■1■■1■■■1111■1■1■■t■■■t■■■■■■t■1t■■■11■1■■■It 11�11�11�I1�1111t■II11I■Itl■■t■■■1■tl■■�" /1111■It■11■11�It�ll�t1111■1111■11111111■11■11�1�1 uuamunmunmun=-uaauuu uannnuu�nu�anunl 51auuuun51mu■nnnamnaauumnntlint- muunl�nnnnnall■■mnuuv a% mnnnnlonuuannauunuuauuamul ;751. almnll■uun■■■nnnt__uanu■� �uuau. \ramuant■un511mu1nunan■u51■uunu■unr nunutr _ - alulnmuu■r ,:m nnnnunmunununamunnuuunnnn, au nnuuu51an■a■nual__uuunllr uunna mnuw ,!�uunnnnumot■mnuuun■nua■uoa■ua unnu �� uauun■u■��' ..ur ,uuuuunuuaunaunnl•11•a•nnauual, \.utaii. nuunnuuaoau■an■-_-I■ Haar, nnuna lunnul, ,n51n nuuuaannunumuualmu nuu!; ,■ununl nnuunty _- nal{ auuaunauuauumauumnuuuununl, ` nn51annuuu■taun�__,� .lot ' --�In:, - -- - -- .-- -- - nit -- mairafivalr% enuu■na --�Iauunmuu■nnullnu ,,Inm.,. .iv -- muuali �� nuuun �■ar,.�-anumi mnmmmmmmum■r----------nnnunl, nunnl liffilmle ilmil ■ni■niutri■nnm■1iu■■innIuila■1111it■n1u■nl1■■i■■11ln■I■1a1■1■nni1n1■nn1n1i�lnn�nu1in�11t■ilmnn1ail1■■1imn■1lu■■iIi■i■■l�u1■■n■niul11ii11t1_ -imaI'�I:r,I1.aI'■-1I■i1nII51IluI■1Ita51I1I■1lII■I■I■I■I■I-■I-■I.In�II-uI-I■I■I-■I-nII■I.I-.I■I■I-uI-I IuI1ii11niI11uriI1i.I1u1tI1ii-1I1i�n.I1 1I`■-a1I`I.Ii',unIah_I�i.\IlIii\]�`iia.u:n�in�aiiIl1lnau t�.�1 II_II,-��,I,, � ,�,��-,,- lIiaii■ni�-■'l'i�-I�,l-tiitr Iltl■-�•x1ii1l1-I-1n■11■a1 1■1lIll ----�!!-!uuia■iu�tulluainl�ti�li�a�iu��''�it�i�n�u�u�ului�iulnt�aii�uu�iut 11111■ -nui■liui ■ 1ui1nidi M0 10111111115111 i ■ 1 uini' „ iimiu ■ ini011111011 'oll loll ■u■■■1u■n■■uni ■■illini [mint lnanniloi�itinn■ = w ■t■tl■■1It■III 11■11an1111■ll■ill I ■■■1■In■til11111111 11 111011 1115111.11it mi■tO■■I■1■. 1..1511111 1111111■■■I■ 1111■1 111110111 IIn11■ill11■lt■tln 111151■t1111■■1■n11 ■tl■1■l1111■1i ■11tU■Il■��IIIII���IIL1111101-111 ■li' � u laInnt _ lunliall an ■ - 1I i�����uHHHH���im -I--I l -ltiu1I�a■n1tulnlIuu■■it■,n1lu■a�u1ml1n■■�■■^LI..■`\I`il\,untii►iu n1.��'►1tiutmu1t, .. III1I■■■tt11II■1■tl1I1I■■■1ltIII■1■ttl111■■■111I11■■1I■1111■1■111I1-51■-.-■■1--`1--.1-■■I1--1I--■11I■I1tt1l1■■■■1IIII-==_-:--_- -...-..----■■- --■■' .... _ -i-'_ ._-._._--._._�._._._._._._, _�I_� .... �1 ■■._ -■■-SF Y--:-�:�11..1I■■1a111ll�n1.11 l:u.1a1I ■■-- -■■--, �■■--- ■■� 11111l 1tt11l ■■■■ �■.--■- i111■t1■■1 1,IIIlI1tl1�1 ^ I■Il■11■It■I uumIIIla■ laiuun ■11lIla[■11■111 I■hall■ll■a■lo■11■I 11011101111 I■11 1■Il 1111111110111111 loll 19111111511111 1111 • ' _ IOIII 11111111101111■1latla■It I■II'_-• nnun11111111101111111111110111 �. n11 um IT! 0 0 I■It11111111 u■1�=� 1■ l 11011 nun - n111■11151 1511= I I ta■11lllaI l■11 1■n■ I■It■II■11■11■Ia1oo1n1111 �® ®1 11 `J ®� ® 11111111■It■I -I -I 111■I -'' 111111 t. uaumm�nuuuu■u__. - I I uaunm Ina moo 1 Ltnllat.^ 1..�__•�-- IIIII'I �� .LL1'lllllll ._; 1�� 1�� � `i .I■I ��I'lllllll� 1 �'� 1 �1 1 11.1511151■Il ■Il�_� oll -J L- ,- ■III11■111 . II11-==••I_I_1 �I■� III _I_ lls , 11111111■11111111■11■11■11._.-- -- t � -- 111■Ilttl■Il I11t 1.11. mnnnnnnm■■ual■I--_ ::n::��n�1 n��1 m:: `/J v - - I • �7 2022 1...I.It...1.11...1.t1...I.11...1■II...t.1t...t.t1...I.1t...1.11...1_...I.II.�==-I..I.tt...1.ll...t.tl...l.lt...l.lt...l.11...l.tt...l ' uuu■■aannuuuaan■tumunuunauuuuna51man■■... ■r51r-v1___n51maa■nnanouuunmmumonmonn_ I UJ • • �� Haullnnunnunnnuuu51■■anulnnuunnamu51■nmul51iil■■r• -.�1_==:auulnnuunnnna■un■unnuuun■■na_• ■n■t■1■lnl■1■■1■1■111111■1■■■■1■In■■ta■■■■I■11101■1.1151■In■aan■■14' I■■11■1■■■5151■O■I■111■ll■1■1■■1.1.51■1■In■11■1■111 , r „nnu:■uun■unuu51■mmnnuunaau■u51■lamonuuuna■uun■nua■nun■Ir __-1■nluu■■Inuuunu■nnn■luu■auunwud=, ��uollwouuumn■■u■uu51■nunannl■uua■m■n■ul■n■wnt■uua■uoa■u■■c z-un■u■■naunuuua■uunn■■n■nu■unmlr' j ��■■uu1■■nullunnnnuuaau■lnnuaaunnnuann■nannnuu51au■aln■r' -uaulm51unnnuaaunuuunaumnumni_, �:HuAunIlnIui■a.u1.►n.m.`�►v'�u■■n■1■nunna1o■n■a1l■ol1�■■t N!�i1i ti■i �'�nt■■aul■■i1au■noolntunamuamliuliu■u�■iu■1iu■lui1u1iu1nu1mu1n1.umti1a■u■■i■inuutliu■uiIauti■�■u1iuu1■u1u■uIn■tnn1mooi■n�=•=__ :1.1 I 1 1 1 1 �i•_1 J anmunuul►. ..1:nannannna. ':nuuulrauaauuua■uuauant■uua■uuauauuuuaunurr snnaum aanun.. ,vlunn■uuaoauunmm�nnmua_ .A■11■11a1■In11nu111. \�Iuuun■Ilnauln■n■unnnuutanul■Ianwnnulaal■uaF 'int■11■It■II��� II■11■In11O:, -'t■nnn■ua■uWumnuunnl■nu■.�, .It■1■11111■Iataalal■II■.. Illat■•■11■1■■■1111■■■1111■■■11■1■1■11■1■■■11■1■1■11■1■■■Im■■■11111' -11.151■Il■Wltl 111■It■It■1■■IY� "111■■■11■1■■■11■1■■■1111■■■II■1■■■11■1■■ -____ "•���_!•!In11■11■■■1■111.11■Ili■51■111■11■11■■ll■11..11■11■■■1■IV' 11■11■Itlllaall 11■Il■11■nal■lan, ��■1■tl■■■1■11■■■1■111.1■1■11■■tl■tl■■a_• 11ItIn■11111■■tl■1��■a■1■■■■ta■■■aa■■■■1■1■■■■1■1■■Ila■1■■■a■t■■■■Itlt■nl■111■11an■5111■1■■1■Itn11■1■r"' '1l■1■■It■Il■Itaal I 111■II■11■Il■Il■11�� '�Itt■■111■t■■la■■■11■1■■■11■1■■■■1■11•�' •■IO1■■■Ittl■Ilntl■■■1■■1■l■t■■1■■■I■■t■tt1111■tttttl■■■Ila■tit■■I■111111■OItt1■ttlttl■tattt■n1■tl■1tlV' I111lo111111■1111I■11 !® 11a011I11111111■11►�, '�I■t■1■tl■■11■11.1.1■11■■■nl■11111 -�1■1■n■1■1■1■11■n■ltl■1■O11■11■■■1■1■■■tl■111111■1111■■I■111111■111n1■1ln■1■1■■■■111■■■■111■■111■IO-' X1111■■IO11■11111■III --J ill■II■It■11■11■1x11► �1111tt■1■11■1■1■■laaattl■II■11-_ �ltl■1■■11■t■■■1111■1■11■1■1■1111■t■11■1■■■11■1■1■11■1■■■Iltl■■■1111■■■1111■t■1111■■■1111■l■1111■■■�I�' '■Il■II■nIII■IIa1■It■IYoo.■ ■a1I■11111■11■It■It■1■■.\ '`I■t■1111■■■1111■1■1111■■■1111■tl d■tl■■■1.111■lI■11■■■1■11■■11■11■■11111■■1t■Ilea■111..11■11■■11■111.11■11■■■t■111■l1■11■■■1■111■tl■.' J51I1Il■1111■111111.11111■11111111.11■11■11111.1111■■Il■il. 1■a■ _.Jlll■l1■111■111n1■11■la■■t■n■■111■11■■■t■1■■■11■n111■1■1■1■■m■n■111■■■tl■111■■1■1■■■■111■■■a51�- .Ala[■111■Ilt1■II■Il■1■■II■II■It■It■11■Ia11I111111111t1■■1■■. `■■■■It1■■■■Ill■■■11■t■■■tltlll■■51■1■■■■1■1■1■11■It■■■1■111 =-Intinuanntl■■■mnln■11■m1n■lmmnn■l■tnnm■11n■■nm■nm■nlnnunnm•• mnlmm�n�mmm�mmnnnnunnnuawmmuY� -mm1■■nnuunuuuunnut■■aut■umunu51l ..t.1....t.t....1.1....1.1....t.1....1.1....1.,....1.II....t.1....1.1....1.t....1.1....1.1....t.1.'- �:151.11.11.11.1■.1I.t..tl.11.l■.1.111■11.11■1..11.111.11.111.11.t..1..t' '....1.1....1.1....1.1....1.1....t.1....t.1....1.t....11 ==nun■■amu■ml■lawn■llmnmt■nmtnmllnnnnatnn■nlmtmm�mna• 1i■nnnn m■mm�numm�1 Iia■tlmm�nnnnnlnun■i2 mmnmmENnmmIVnnn■m ■nm■■n ==.111■111■■1■111■■1■II■■■1■Ilt�ll■11■■11■111■■1.111■ll■1111■111■111■■1■11■■11■Ili■tl■11■■■1■It■■�1�' /.I�Ila1II■Il■Il■11■Il■II■It■Il■la■Il■It■1■■Il■It■11111■11■11.15111■11■■latl■■Ia. I■11■■■1■11■■■1■11■■ll■II■■11■It■■■1■111■■1■11■■1t■ /////y__-1111■1111■■■1111■■■■1■1■■■� Ill■111111■■1■1■l■■It1■llllltltt■■1■111■■1■It■■■1■1■t■IIt111■■Ir 11111114511011011111 11111112110 -'�■tl■1■�■■111_■■■_�1■111■■■1■1■1.■Itl■■■tltl■■■■1■1■1 ��1_�-1■■1■■aool■Ia■■1.111■ll�' �1�llnt■■■1■11■■111■1■-'•--'•-�'-_-'-'- - - I,,1111II1Ig1��It�lo�ll�l��l��ll■11�11�Iplo�11■n11a111tI11111111�I��It�lYt�n�ta\ `�' -- 1■■tl■■1■■■1■11■■ll■■1■■tt■■11 1111_==:■tl■It■1■1■11111■■1■■■■/' It■til■In■51■111■■1■1■. Ilttl■n11L -- t■II■II■Il■II■11■i--� --- --711■11\►J-- - ■■11■n1■Il■■tl■111■■1■11■■■11 na_ =1■■11■lnlm■■■11■1■1�' r► 1■■■1111■1■11■1■1■11111■It■11■1■■ II11■■1t■11■11■11■111 �- 1111111111tt111111 la11111■logo I 111■111■■11■1■■■11■1■t■11■1■1.11.1■l■I ■Ill =111■111■■1■111.11■11■r .51:1■\. ��1\�I��t■1■�1��1■1■�t��lll■Il■II,11 ■■■■ 1101111119 ` 1�■11■a■111 ■■ ■■ ■■�11 al��l�ll��al y■■■■ limill11111111'■■ ■51111111�1�51■II�I��I■11�1��1■I��t��111■� Ila-�-511■■111111■ll■Il■/ A111■Ila- 111t1■tl■ I - ■111-__=_1111■1■1■■1■1111■r" A�■Il■Il■11■. '\It11t1■■■I■■1■■■11011111111 ...■ :an11■11■It■In1I■11 ■■II■It■Il■Il■II■I".■.■ I■il■Itrll■It■�■■ 11■II■I■■1■■■1■■1■■■1■■1■■t1■a■■511111 �• ' • , 1111--�til■111n1■111P 11111■It1U■Il■.. '�■nl■I1ll■t■1■ooll■naa -- - -- - IOu11111■n■11■lot ■■ ■■ �■■ lull■loaf■11■11 - - -- 11.11111■lull ■11■111■1■11■■ll■1■■■■1■1■t■■I■t■t■111 ■1�I- 1■■■1tl■■■11■■� At■11�•-■••■•1■15111. 1■■1■I■■■11■Illi■Il■11■11 1 ■11■Il■11■Iltlt■11■11 II1llllallt■la■1111 r I■11■II■It111■..J�M�y. It■II■1■■11■t■t■II11■l■Iltl■t■Iltl■■■I It■•-_�Itl■11■■■I■Ir'" .�It■Iltl III■Ittl. '�■Il■■tl■11It1111111111 11■11111■11■11111■111 1111111■II■IIIIIIII - II■II■11■Il■11■•^'•'^•ISII■■11111■Ill■tt■111■tl■Itl■tl■111■■1■ tl°; :n1■nan .�unnn �� uunnt.. l�n51u■11a■laan1 nnanuununm luunnnnnnl Iauuatautamnann■51n■n■uu11■w■n1u1■■um R._A-1111tH■It. .tn11■II■1 Ill■n■WIY, analmal5 a ��II� an1n1a1DanlDu IIIlIn11a1t1O11 ®® 11■n■11111■n1a11■11■11■11■ll■■atll■■1■ll■n1■11■■■1■111 ====luau .mm�nan G© I■unun■n. =■n■aaaunuu - nlnmunnuul lnunaunaul Ialmm�mtunnnm■uulnaulaaulnlamual -=o■nr wnuunnna❑Inannnoel ..unnnaunu■m ®� nunnnnuuu■.■■■■■■■■■■■u■■■■nnunuunnannannu■ua■■auuunnu■u51n■I __1nr' ananunuununannnnnunu. '�1� -- - - -- -nnuann lauuuuuaunuuunnunauunau■tnunlnlw■nuutuntaunun■■■uwm■ =aP' ..uuannaununntllla■Il■nnntnn, rnlonau■1■■lananuaunnunauuauunnuamuuauunnuuauunuumnauunlr-.anomnu51auouuunau nnuualannnuu■... uulmun, I�I mauuunununnmunannuunanunmnnuuw■nnuaut■■mn■un51■■nauuuul - . II ` uunnnaunnuunuunuununauuauunuunuuauununatnuuuuula■unnnaunnmua■n111011■nn■ta - -ellllllllllllllllllllllllllllllllllllllllllllllllllllll Illllllllllllllllllllllllllllllllllllllllnannunnl■noun■unmunnlnlnun■u■u■nnuu■u■luno■n■n■u■1uua.ln■untEll ---_----- ��_ :111■11■Il■nla11n11I111■11t1O11■11IOIlo■lo1111loa0ual■It■Haan■n■11■11■II■n■11■11■11■II111■III111u11�1��1:�11:I1:�1��lti iunuutluunnnaunnnuannaunauuauunlnlnnuununaun uauuaunnan■la■annn■Ioo.aa11n■Ian■11 =1 INul1----- ��so 1�1�I�ui�ul��O��t��1�Inu�tunnnmunnnnn�nmmminnumawunnunauu■tuualnmuwuauu■D■Dnmunnuanuannnaun ......................._.._........-vacant-^ -- -= 7nnunau------------------Miami 0 --------------- ---------------------------loon - - -- - _ IY1���I❑r -L !'. III 1111lo1lo■ 1111■loalllo■1■ ..�..i 11111■11111 .. ..�I■W 411 � .....1 �1111��1��1 I�1��1 U��I��li y I■t1■Il■Itt �' Il■11 11■1- :::i:: 111 •I�■ ! ..' I]I ,,,I. „I], I lout an---• a unaun nnannuu■I uuaulu mill l lnunnnm111111111511 - nu. t ua-- 11 lana 1 nnuunnul u u■ u loo ll 1 I n � ■■ un ■ INS ■■■■ ■ -- I l uta Nil r lnunnunm 1 unman - h - un I 11■Il■It■11■II■I lauuau 11.11 -= Mala 11 111 limit ■II■In11 ■■Il u a u u = I t ■ - .1151 III■11 I 111 loll -- 11■11■It■II■11.1 1 I 1 'It■11■11 11 It■111a l 1 � I 1 I I -- ■1■11 1.11. �.. 1■IOn11 ll Itl ■■.11.11 IN.11.11 IIII 1 0 :. 111 i I --- - - I �. �,11■1 - n■11■IOta1l■ I■t � '� 1 - .11 1.11.11. mill-- -1 �Itn11l -- - I 151. _� 1.11■11.11.11.. II11■■■ 1.11 - It■I 1151--� 111 - - tIn111 �- •�--��- :: ::::: ::: :::: I ■11 � � 11■Il■It■It■lot■Oall1t111t■loaf■11111■InlnanOl 11111�11111a1I t1■■1■■151■Ittll � 11511511 uuuunun 1=1 nwuur -- - 1■nuannuauumamuummmnuu■n■u -- uunnuan INN �� nun■auaa i Ilamtn ungiy„n■nnunnnn■1t■nnunaunauuuul _unnnauu INN ----- - -- an__ v 1 %7�� ,)�y, it�.1, ;��;�•, AF2CHIT6CT ® S 1' D;FS C R I P T 1 0 N r. 4hal .:1`C: EaEl FMI 2 2 ) 2442 26,6IFT-11 2646 ; 2646 j . 2652 J 3u2 X652 EGRESS — — p W I � I'Z' o 0 28510 28510 3080 34510 34510 34510 34510 34510 W EfAE$$ EGRESS E.— EGRESS EGRESS EGRESS EGRESS I'I Q E 110 - IEEE V) 0 W 0z -( 1 SI DE ELEVATION 3, SCALE: 1/4" 1'-0" D E C E ' 0 y /=n J J v0 ® sEP 2 7 2022 LU � o 2 Southold Town O Board otTrustees i 2042 Charles M. Thomas 6� 3046 a r c h 1 t e c t 2846 2846 2846 ECREss PO BOX 817 JA6IESPORT, NY 11947 (631)727-1993 RxaEn a45z I � _ J �` zu2 2442 J z4a� zaaz 2446 2446 ELEVATIONS ' DO 7/25/22 ®El ��.... EAT ®® ERS A 002 00 S I D E E L E V A T I O N 4 SCALE: 1/4"= 1•-0" ARCiRTTEOT Pn,F TG T W^LAMS SHAIL REMAIN wRu Tuc-T-E TACT V4TH NN 94AIL fS.RPITI)r PRIMA FACIE EOIOENCE OF ACCEPTANCE OF THESE RESM OONS - _ CE STONE WALL STONE WALL — —_J I I L_ __ JY REVISIONS D E S C R I P T 1 0 N 23'-6. 47ITK CHENMUD 4 0 a mROOMLAUN I Sa .�� nL-J; PANTRY-4, NrRY_, - I SCREENED IN --MT, `�6�� �� 1 a PORCH rz= a.a GARAGE =' _w+�'>R.' —1 IDA'° r §� x I I �� N -i ------------- Po - ----- o NIOOE r---� I I 6'-0• Y O pv Z I �-_-____ �\\ � q I p i pD1wER to I \\ r l y eam I Al I 0 P\\ I I x i I a I I E-11 I I 4 5 CLOSET I + I SIDE ENTRY i 4 6--2' I - I I 19'-0• I 7'-0' 26-0• 1- I b POLI TA6t£ i i I I o e o I I - C) I I Z Q L—J L—Jr I I Ili I DINING I i W 0 0 r—�L > 2 D ---- ---------------- I ! II o e o I i ;yJ,r,��^�,�,•.;,�.r�,>.' .''-' . . U1 �TTTg111 I I I ,,� f',>�'',f� � ��;•�." r� � > Z a'—lD• e'-0• 4'-10• REAR PORCH ml FOYER � GREAT ROOM of Or fi_m 'f u > I I �I UP al 'o FRONT I ... 1 1 1 L I I I FiI 17R �I BO PORCH %'� ;: l 1= LJ.1 Q 0 ® 36"WCli OPEN NAR PW NYS CODE "I I "Sc-•c-+ LO (n a waca I I I I e o" I O tlnv. a I I I I I 6•-0• 1 .0-.El 4'-6• I I 1 •I 0O + 2-0• I I 1 OFFICE miE>sE-r I a I I (� Lam. 10'-3• I I Y-3. I 4'-6' LIVING E Ems' VE m I rybb0 ROOM I Charles M. Thomas !� a r c h 1 t e c t �b I SEP 2 1 7/ 14'-t0" '-6• 19'-0• I 2O`L PO BOX 877 JAMESPORT, NY 11947 (631)727-7993 a'' I 7-0 I PAa[cY I I I—- Southold Town JR MASTER I B081doFT(UStBES BEDROOM r �s lit FIRST FLOOR PLAN JR MASTER cl BATHROOM qNG fim SMOWFA 622 4( q/T C� ' FIRST FLOOR PLAN ANd0300 2 SCALE: 1/4"= 1'-0' _ FIRST FLOOR: 3,686 SF GARAGE: 1,159 SF Rc RKWInRT Tn Tlc nNInNAI Cllr FDN WHIDH THF`'WFRF PRFPARFD PpROOUCTInN OR PUB A7IDN Y ANY METHOD IN WHOIF no lu PART.IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.MILE 70 THESE PLANS SHALL REMAIN WITH THE ARCIITECLMSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS .� _ ,�__._ �.—.C,r --"'C'• ..___.._. ,..,... ""ayc"_ _ ay�P�c _ ......nnu cuall — _ _ RRL�E � .�. . � —__:----� �— LINE of WA,­ . A,s ---- b d � 1 [WYNEY I UNE OF wALL9 EEIpW m ��'���///��' --- --- —————————————————————— IRVE ai w 15'-10- 1J'-6- MNE OF ———————————————— -- I 9--s- ..0 OF—w P°R°emw I r ARCHITECT I \\ I BATHROOM I II \\\ I - \\ REVISIONS D E S C R I P T 1 0 N CLOSET I \ pr M1O g-,- I : I I \\ I -------------------------- BEDROOM 4 ------------- I IQ ________ \\ I _ ROGE M9e I I _-------%--_ ------------------------- N ° I $ IIP / RN S� °N REQ ROOM _P, i' � BEDROOM 3 0 0 a W INE // I —CLOSET CLOSET CLOSET LINE OF I / I y M NEE WALL F_ I= 4' oI L mcof 5[REENm R!P°R°Is'--- _�— ------------- Im K �� P[—, I I I I Of to NI y I F_ =J ,s-r I I r— l OF 2T:: wAM�Y LW �RE�RoaF6mw � Iz O I i OOMOENI I YNE of wAMS Omw I� a DOJO BAJ1 BFD I I Y I€ i OFFICE I I Z Q O �taR �O BEDROOM 2 1 I a O I s�o I 1 I I IF R rn I II UI '-�^ W 0 W T i o i I CLOSET „� C1.;. LINEN 17-10- 4'-6- 1'-B• Q I I s�.>���- -•..- �T`a"�1�*' ` 'r' � .NC O FOYER MASTER BELOW I/L�L l k,, LL O O Lo BEDROOM u z eaK,Ie�Pou`R.R�. I I � -"•tie '' /' `•• UP Ol M It UM 4'-0- O O 9' MASTER STER LINEN I I m BATHROOM II H p I CLOSET ISI L=== —===IJ BEDROOM 1 ISI q P.D.2 70 tib° g =1 Charles M. Thomas �p I BATH WOON a -r c h 1 t e c t 6'-r 4'-O• DRESSING cLosEr b.i �•O PO BOX 871 JAMESPORT, NY 11947 (631)727-7993 ROOM 1S'-e• ��r.9W ngWe ® C E ® E T 6H°WER a p r1 nr� 022 S F 2 D 2 SECOND FLOOR PLAN Fli =1 I== Ile NI QI o vn le _ CLOSET I e: =1 I I I� roc h 13"a '-d' 7n5/22 Uu .G Ql 1ii,L PROZa Nn I I L J I ORNmO W.CUT II �r II RAN 00 00 SECOND FLOOR PLAN —T SCALE: 1/4-= 1•-D^ SECOND FLOOR= 1,980 SF BONUS ROOM= 1,198 SF i -- --_. _ .•...Y- _..��. ,,,_..�. - _ _...•_.,..�,,.pF__ . _ _ rcrRirTcn m Tur nW iu tll<FnR wNiCN TIIFr wFpE PRIpARETI Rgff RFPRM_N OR PIIaH,Y,;N Rr ANY.FTNnn IN_FLF TP IN PART IR PROHIBITFD 7T BY WRITIEN PERMISSION FROM THE ARCHITECT.PRE TO THESE PIANS SHALL REMAIN MIH THE ARCHITECLVISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EYIOENCE OF ACCEPTANCE OF THESE RESTRICTIONS — AREAWAY I I I �———— -1 -----------------------------� I /I� �---- I I I I I I I r------------ I 'V 3052)OH ---- � ---�---- —Re55 ----------------------------J L--J ------� I r-------------- ------------ ———————————————————————— --------I I I I ML FLUSH ¢ z I I ARCHITECT I 10'P.C. 20'P.C. WALL _O I 3 W ON 10'x AR P.C.FOOTING I I FyW I I I I /(2)ps BARS corinrluous I irw1N I i REVISIONS DE S CR I PT ION I I UNEXCAVATED I I I I I I �•PdRtm roNrnEIE sue Ovm s uL I I POLYEiHIFNE YdPCR BdRROT 0!I WELL r rouvdc m PORcus R1 SLAB TO SLOPE L+J; —' I i ON.TO DOORS i I I c, I ¢A� I I I I I I I o�z I I I I I I I o g I I I I II I I I L_ J I r-1 r'--1 f--1 r--1 r------ -------� ----tom-1-----f- - -I-----�-��----- I I r------------ , L-J LT L J L-J I I I -----------------J I I I I I I I � i i I i------- I I I I L J I I I I I I I I I I I I W ALL GIRDERS SHALL I I I I I I I I I I I I I I AS REQUIRED IN BEAMEPOICRETS I I I I `�� '• a" O I MED I L WITH STEEL SHIMS I II IL— NsHOETEE:r REN - II II 3� ✓"� " y'^ =, W O O I ® I r W RSHABE DCU L J ' 1/zTWITH Q UNFINISHED BASEMENT I I "s •UV"'' U1 L,I 9•-0'CERINC HEIGHT r ❑ ' I L—, I L I ,�^-3h rV� `x.13•• !� `'.t _ U 1 �/I U) _ I I 4'POURED CONCRETE SLAB FIST I - OVER 6 MIL POLYETHLENE I t I I ❑ ❑ L I nt 0 W Z VAPOR BARRIER ON WELL L—J L— I I Trr ` $,� 'l '�•``f 11�II I I COMPACTED POROUS FILL , , � I I I �\ 1 �:" t I UNEXCAVATED I (1 I APOLYEiHIFNE VM P SRR ON Nfll I I I I I� I 11 •v �_ CCYPAw PgiWe E41 I I I .d , I odd I I I I I I II ~ �� •`s"r-:;:a' ; ,. O > I 0 .0 UP Io ' ,• �+ rT� I r j' I I LL I I 10tH OPQI R.L PEA NR[CAE a I I $ I I .-'•'."•h ••^.-•-.T'e 'w' - n Il 1 I I I L4--J L I I I I 11 O O I L--___ I I I I r -T r- r_J I I Lo � -� I r I ------i i I '-----J L J L J I I I I I I I I I I I I I I I I I I I I I I I � I I � I 1 1 I I 1 I L-_j L-J I I I I I I I Charles M. Thomas I I r -I F- -II I I r c h i t e c t I I I II I I I I I 0 9DX 677 JAMTsaORT, NY 11947 (631)727-7993 I I j L+J LTJ I I I D E C E IV II ----J ---------'� 1 1 iF�F --- SEP 2 1 2022 I I rI -I rI -I -- r I l i I I I I I I J L J I c,m!,holOTnLvn FOUNDATION PLAN i I I �" OdtE 2/P9/22 vaa¢f xc I L_ --- J —+.�.-FLasFI------- ---- I I ----- L-------�-- -- - ---------� U---- —v 3052 ON I I FOUNDATI ON PLANL—AREAWAY —J SCALE: 1/a•=r-D' Iry wHrvc nR iN R�Rr iwrcn Fxrnr RY x1NrTFN ERMISSION FROM THE ARCHITECT.nnE TO THESE PIANS SHALL REMMN PoTH THE ARCHIR MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRWA FACE EVIDENCE OF ACCEPTANCE OF THESE RESTRIC➢ONS Ri➢Rp IUC119N QR PIIRI IfpTRU RY ANY YFTHOD � 6 RRA P • - _ �. SURVEY OF PROPERTY SI T UA TE AD ��0 O7 S0UTHOLD TOWN OF SOUTHOLD ��'' SUFFOLK COUNTY, NEW YORK o �' �;�. 90_';0+S .C. TAX No. 1000-70-06-29. 1 SCALE 1 "=30' .h���o "� LTi SEPTEMBER 6, 2022 5. M 0) ��, � � �0 0°�� *,• •,� SEPTEMBER 20, 2022 ADD SITE PLAN NOVEMBER y MBER 4, 2022 ADD PROPOSED POOL PATIO AREA = 43,209 sq. ft. (TO BULKHEAD) 0.992 ac. �0 e° �/: �\ xe; NOTES: 'o / 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM a,�/ \\ EXISTING ELEVATIONS ARE SHOWN THUS:Ix.x +06��' ';•g / /X x110 4 $ 1o.s EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - - xX - - -- - i+tV AA / 11 Q J \G �i G.FL. - GARAGE FLOOR TB - TOP OF BULKHEAD ��• •j' / %/ / //1 BB - BOTTOM OF BULKHEAD TW TOP OF WALL �. " +•.� / / / /�' x� X11.9 BW - BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: 11.4 _ 1 - - - FLOOD INSURANCE RATE MAP No. 36103CO187 H O.h / / / ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); 10.9 / / I 122 BASE FLOOD ELEVATIONS DETERMINED -*00- \I- �` / x�\ x 12• ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. eV°a � �o to.s/��ss x � �\aKo i 3. PROPOSED SITE DESIGN BY CHARLES M. THOMAS ARCHITECT /X ��/ ONS, 11016 r 10 0001 10.4 7 E! - /�� x " o x �\ �x - 13.2��3 pv 14.3 N 12 STO.19i...C.UPIN6. .i: 139 / :. :. :::. :: :: ::z::: ::.:. : ...• TEST HOLE DATA x 1 : :PI20POSE :: 1%;•_ !\Ax 14. PROP.POOL HOOSf ......•••••• ;?" EQUIPMENT (TEST HOLE DUG BY McDONALD GeoServices. ON AUGUST 4, 2021 N i x :r..:....../�:..:..... :. M'`' � � 14.0 l:j 13 13.3 / :a::::. ...r:. . : r'.:•.;< \ \` - -14 EL 18.5' / 14.6 .. .......r'::' \ O TO l' >~X sty,Ek,.r •"'• ' \ DARK BROWN LOAM (OL) PATIO A °1 -"`w`•: I \ NEW UTILITY 1.0' ��•' ���V GOvlExi� ' \ POLE #33EB O WOOD COVER-� N b3� V / 1 PSH \ ' • BROWN SILTY SAND (SM) �VALVERPIT /x :: (O / - �� � ' OLD ��� � ..r': I \) HIilmEr \POLE UIILITY h FASTIN611n5TORYHouSE , :'::'ti;'•;;•. :;::::::: I \ \ 3.0' I 4&ARA6E TO BE RBS -- .:::::.. 7. i d i d b 1 ° O ::.1. .. 5 �iS y y � :• ;; DRAINAGE SYSTEM CALCULATIONS: 4' ° ' �STIN9 SEPTICTp +� < PROPD:' :: :: i BE ABANDONED 11+ / I ;...• ::;• 592 s ft. BROWN y M�CCpRpAN�,E{y�TH / y `:. : ::: . :: `2 sro t+ou� :::x 1 Ix �� ROOF AREA• 5, q. FINE SANDD(SPALE BROWN / S.GDNS.SPEGIFIGATIENLri / ;;.::::11..66::77:;::•::•: : •:•.�.':•::•.'�::•:(8 OMg)::::::';:':;::,.. /I 1 °• {::.:.::::::::::::::..�`:::::. : :. :::... i EXI5TIN6ASPHALTORNEKAY 6,968 sq. ft. X 0.17 = 951 cu. ft. / ......................:• •::•:.... :.:'...:.�. . ?O.O::•:•:::::::•::::. 1 TO Be RB•10�/ED � r 1s •;-::•: .:::. :•:::::::•:::::::: : ' :; , \ '� 951 cu. ft. / 42.2 = 22.5 vertical ft. of 8 dia. leaching pool required 1s.a :;:::. . . ... a ............ """ ' \ PROPOSED 8 DIA. X 8 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1:•:. ENTRY,PORCH '�'ti�r".:...... 7•:.�:. I 7 a :.: '.rf::•::•:::: :::::.E. ::::::::: :.::::.: . :.: . K 16.8 \ ::::.l......::.::::::.:LINE OF: :::::. '::::::: ST HOLE GROUND WATER ° e ------- 0.4. .�............ t 18.1' rn FUJI AM HYAIR CONTROL I ::. ::1• :• :.: .. :: :. f1YPJ: ::: :::. /, :::; :; : .: 1s.s PROPOSED 8 DIA. X 4 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: M WATER IN PALE BROWN FlNE SAND PANS BLOVER LOCATION •:'...%17,��2; ::,:: : + & 17.0' `." "• '?: t; ''''' Wil: NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS ELMTRICAL AND { ::•::. :�'�.•:':•:. sENpTR�YPORGH N0�56 � + x 1 , :: ::;; `::: PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN LINE5 TO ANEy I i :.. ::T::T: :::: .......................... i 17.6 �� 16.5 x- p 1 17.4x, x- It �� ........... �1 js��,,� X17.4 12 x 12 POLYLOK D-BOX AND A5M AND IR 1 7 �' r%11"fAGHED 6 LEGEND: ROTT SRAD�E HITH WGKIN6 OJBZ /- I 9050-4 LEvTA3!R5J OX7179 ' R"!8. g unLnY POLE MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 550 sq ft SIDEWALL AREA. EXISTING COVERAGE 'A... :?: : ;;;;; ;: NYT #33EB 3 LEACHING POOLS 8' DIA. X 8' DEEP DESCRIPTION AREA X LOT COVERAGE PRINCIPAL5TR1ACTIIREBACK5 i " :.' I X17 � HOUSE & GARAGE 2, 616 sq. ft. 6.OX / I , y (EX PROPOSED FUTURE 50% EXPANSION POOL 20' I •`r a• '� : '::` : ::::::::: : i 17.3 WOOD DECKS 249 s . ft. 0.6X SIDE YARD ;• .tom o �'' 1 T 6 :' q /1 LAMP,,. W 18.3 i I, �' %�* „", PROPOSED 8.0' DIAMETER x 8.0' DEEP LEACHING POOL .Pt: c•'. .\. •.�, CONCRETE/BRICK STOOPS 180 sq. ft. 0.4X E,05TIN6 AS��LST D��® 18.7 ' A. • a ' 20' W i rm i18.7 I. °. �., x IDE YARD I O O o00 PROPOSED FUJI CLEAN CEN-10 TOTAL 3045 sq. ft. 7.oX �� x ` 18.2X• P�R�ilous..• �• :,. , : ;.. TREATMENT SYSTEM O / A. 4 171ZNEWp,Y: -•� ". I O ® PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX O 18.9 ,� ,� _--; "'` .. , : ,e.1x• : < ' •• s; PROPOSED LOT COVERAGE p x X •: �,.a ,8,x \ O Jim 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD op 19 O I r:::� F \ OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. DESCRIPTION AREA X LOT COVERAGE x 18.4 1•:::: I f/') .F• q1 p \ ; •' " ° -X18.5 5. EXISTING SEPTIC TO BE PUMPED CLEAN AND REMOVED. HOUSE & GARAGE 4,918 sq. ft. 11.4X r I r \ Z i \ x 188 i ` x?9.s i� I 2 ; 8� COVERED PORCHES 674 sq. ft. 1.6X 1 \ d,'.• o 1 A s z= I m - PROPOSED SEPTIC SYSTEM DETAIL DECK N 84.04'20" E j119.3 \ I t v --- 00 - 24Y cGNroMaNrs TN6 ACCESS DIVE (NOT 70 O 577 sq. f1. 1.3X 19.5 \ \ I • --- y 2C.HOPE SECURE WJW COVER 8Y Pa MNG 16.80 '\ -LAMP\ t ". •.:. _ - F AY M 2V SAFTY SCREEN BY POLYLOC(IVP. q, POOL 924 s ft. 2.1X RNE`H FIasMMm GRACE t2 x 12 POLYLOK D-eox DwE1.1. \\ POSTS\ - , , x�;r'. 6 I pSPHNT O �+. �v.21.0' w/P tz � ��"y 78 TOTAL 7.093 s ft. 16.4X •��"'� \ i ,:•;Si^.:�^,"•;':`''••' TO GRADE wmN LOCKING COVER q• 1s,5 ` s' T DRIVE`NAY f 1 19.o \j\ ASPHAL , TGP n to s =-=1�MMt � AG '"' "'�'" ' °' "�" LOT AREA = 43,209 sq. ft. N 6 YZ 3E _ -- TSA' ELEY W Fw CLEAN C -Y a µEtF�v.1aG' os q 9,S}w7, TREATMENT SYSTEM ELEV.,I.,• ELF/.10.G' at 19. OVERHEAD WIRES -, 1 2 _Z -- - 'ROAD �t - N DE OPUSEATNE) - S 84.04 20 .. W.._•• \, _ GUY Z„ u ��_ - �'- WIRE .�� (y1GHTg ---- 9 BOT.EL 140' EL 8.3' ELEV. 2.0 GROUND WATER I _I POIF 8'I A NEIN STA �NO 44YATER PER TEST HOLE I' OF SMIU ANU GRAVEL D _ O FUJI CLEAN CEN-10 ROSA/HODGSON TREATMENT SYSTEM I/A OWTS SYSTEM - (dOTCAPACITIES AP F 8 BEDROOM HOUSE, SINGLE FAMILY DWELLING - 880 GALLONS PER DAY 1 USE MFUJI UM (CLEAN CENA OWTS SY 10�TREATME if SYSTEM RATTEE.DD FOR 1ROOM 0000 GPD.USE IS 80 GPD. t� pWSPOOL USE: (1) FUJI CLEAN CEN-10 TREATMENT SYSTEM = 1000 GALLONS PER DAY 2. A 1OFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED N�Y - 2022 � (WELL dt CESSPOOL OVER 150) 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. LEACHING POOLS (2) 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII WITH ENDORSEMENT J. y�uthol Town 1. MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 550 sq ft SIDEWALL AREA. 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN ,8 3 LEACHING POOLS; 8' DIA. X 8' DEEP DEEP ACCORDANCE TO ARTICLE 19. Conrd of TrUStep-q 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 6. OWNER SWILL EXECUTTD O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. ARTICLE 19.3. EXTERIOR 1 D`NE�NG 4. A 10: mien. DISTANCE BSHALL BE OF PRECAST ETWEEN LEACHINGFORCED CONCRETE POOLS AND WATER(OR LINE SURAL BE MAINTAINED. 7. VENT N HES ABOVE GRADE WITH AA WITH A MIN 2" DIA PIPE TO THE CARBON FILTERED DEVICE LOCATED 3 FTCE AND TERMINATE FROM ANY WINDOW 1 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND OWTS TANK SHALL BE MAINTAINED. OR DOOR. 8. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE O SYSTEM LOCATION. PREPARED IN ACCORDANCE WITH THE MINIMUM ^O 1 9. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT' GAS AND MOISTURE FROM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED REACHING THE CONTROL PANEL BY THE LI.A.L.S. AND APPROVED AND ADOPTED C,Z 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL FOR SUCH USE BY THE NEW YORK STATE LAND tA ACTIVATE AUDIBLE AND VISUAL AIARMS THAT CAN BE READILY SEEN AND HEARD BY TITLE ASSOCIATION. y 1 OCCUPANTS OF THE RESIDENCE SERVED. 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM ACCESS OPENINGS. �,: � BLti TA -g r 01. A*.`.. • N.Y.S. Lia. No. 50467 L J UNAUTHORIZED ALTERATION OR ADDITION i�lathari '1"'aft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPLand Surveyor ('361'0 RO THE ILAND ES FSURRVEY SHIS URVEYOR'S INKED SEAL OMAP NOT R J �-1 EMBOSSED SEAL SHALL NOT BE CONSIDERED �L2Jl -�1 (v• TO BE A VALJD TRUE COPY. P N CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND 64� TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 OF PROPERTY p ` A b. SITE PLAN - Q -,, /•,v SITUATE �Q�R nj� AD, 1' EXISTING IMPERVIOUS LOT COVERAGE :, ARCHITECT vooD CAP OM S 0 UTH 0 LD WIL BULICHM DESCRIPTION AREA Y LOT COVERAGE ep TOWN OF SOUTHOLD e e `���, HOUSE & GARAGE 2616 sq, ft. 6.0% � ��, SUFFOLK COUNTY NEW YORK 1 <<1 , ��, + WOOD DECKS 249 sq. ft. 0.6% REVISIONS D E S C R Y P T I O N S.C. TAX No. 1000-70-06-29. 1 �py1C�p �cO, CONCRETE/BRICK STOOPS 180 Sq. ft. 0.4% AERATOR MOUNTING CASTING ELECo' TOTAL 3045 s f �OWTST*WIRING OPER MFGR. IT SCALE 1 "=30' - � � ,�!' �o�O p, { . q. t. 7.0� SEPTEMBER 6, 2022 �� 'J�•d1"�9 :0�� /� � 120V AC, 10, 60 HZ, 15-AMP POWER SUPPLY e � / �) � pOJ� o � � �M PROPOSED IMPERVIOUS LOT COVERAGE N12-2 AWG WITH GND IN 1" PVC CONDUIT � AREA = 43,209 s ft. y FUJI CLEAN HARDWIREOWTS MAIN q• �s` � DESCRIPTION AREA % LOT COVERAGE CEN 10 CONTROL SERVICE YYY (TO BULKHEAD) 0.992 ac. �r PANEL, o g HOUSE & GARAGE 4,846 s ft. 11,2y, PANEL q ELECTRIC SERVICE 7AIR BLOWER COIECTION / COVERED PORCHES 695 sq. ft. 1.6% NOTE: BURIED ELECTRICAL POWER CONDUITS NOTES: CY') o� / / X PORCHES 627 sq. ft. 1.5% SHALL BE MIN. 24" BELOW GRADE GROUND ROD ��' 8.2 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Gj ��� POOL 800 sq. ft. 1.8% EXISTING ELEVATIONS ARE SHOWN THUS:xx.x 0 0�° / ' / X_ /�3 ��0 EXISTING CONTOUR LINES ARE SHOWN THUS: XX lv poi �� / �o / TOTAL 6,968 sq. ft. 16.1.6 ELECTRIC ONE LINE DIAGRAM F.FL. - FIRST FLOOR O� � /. / �o� 10.6 i� CESSPOOL LOT AREA = 43,209 sq. ft• (NOT TO SCALE) G.FL. - GARAGE FLOOR , 1 !� / o TB - TOP OF BULKHEAD 2 ( �p ° �A /X21 X 10.4 O x B6 - BOP OF OF BULKHEAD e cp / �11 ) BW - BOTTOM OF WALL Q c, DRAINAGE SYSTEM CALCULATIONS: THIS SITE PLAN HAS BEEN PREPARED USING ROOF AREA: 6,968 sq. ft. .• / /x11.4 / - _ 6,968 sq. ft. X 0.17 = 1,184.56 cu. ft. THE INFORMATION FROM THE �� zz / / , ' 1,184.56 cu. ft. / 42.2 = 28.0 vertical ft. of 8' dia. leaching pool required SURVEY OF NATHAN CORWIN, LAND °� SURVEYOR FROM NATHAN TAFT CORWIN III �,� e *P' G�Ra ° ' 8.5/ ,!/x/ � ' X12' x'z.2 PROVIDE (5) 8 dia. X 6 high STORM DRAIN Pools LAND SURVEYING P.C. DATED SEPTEMBER 6, ��e - / X, NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS 2022. M $9-'. / / „�8 / DEW 11101SO10& PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN 10 a o x ( ONE FIRE Pmt - - ` Ra - 9� / 127 \ \ PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: - - UPDATE t t - i �; X� fX oasllRCR000/ 13.2--13 :: ' _75 �� �.' � PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: - - TEST HOLE DATA N 12 / (TEST HOLE DUG BY McDONALD GeoServices. ON AUGUST 4, 2021 N $• " LEGEND: tij - „ x PRO OS 4 X 0 EL. 1s.s' �,b / POoI :::a oNo' N USF MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 550 sq ft SIDEWALL AREA. 0 o' b l�h7 x �`R��c\ 74.0 3 LEACHING GALLEYS 8.5'x4.75' 8' DEEP DARK BROWN LOAM (oL) t7iC.) 13 73.3 14.6 �� I�N -14 1 LEACHING GALLEYS (8.5'x4.75') 4' DEEP n o \I Pay �� PROPOSED FUTURE SOY. EXPANSION POOL LJJ00 '. BROWN SILTY SAND (SM) / / `¢ $ \ UTILI'Y ® �- 3.0° �h K / 'S 1 / a i o \ OLD gun PROPOSED 8.0' DIAMETER x 8.0' DEEP LEACHING POOL e CD M�y h y DOM 1 TOl HMSE � / � � I \ \ 000 PROPOSED FUJI CLEAN CEN-10 15� TREATMENT SYSTEM f n W , a UII o " o' 20.5'.':.'.':.'. I s ® PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX C/) „ . .:.i7.3 6 BROWN AND PALE BROWN y 5 7 \ 14.0' ii.'? ''.'.:'' :i' FINE SANG(SP) sFlncroeElBYDd® ( 23-" 15.8 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD W . e• AccOwvrE MRI SLDIIS ':.' :...,:.:': ii:{i7i::..:..... ..:..'r:.. . ... ... ... s7 ':.': 29�: x OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. / / / a Z : DOSING ASPHALT ORNEYAY a ,a ,• 1s . .. 0 W 2 ST ORY HOUSE I TO BE A° D 5. EXISTING SEPTIC TO BE PUMPED CLEAN AND REMOVED. 0 GROUND WATER e e : n 5.03.0'S IE (8 BEDROOMS) :. EXISTING SANITARY ON SITE TO BE REMOVED a // DM PORCH �-�.' �. 0.4' "::F.FL. 20.0' ::'::'::: ::':.:::; :': ... tr 16.1' , 11 165 s.s' - 1s.a 'T1 L, WATER IN PALE BROWN FINE SAND / `\.: C N PROPOSED SEPTIC SYSTEM DETAIL 'r' 0' S7 HOLE LU 8 24'4 COMPONENTS THIS ACCESS O A RIA CIF1N AND IR OONIROL E^ A 1,...,.;...:..r.:.r...' � NOT TO SCA ... ( LE) 17,0' {/1 � 18 0' 17.5' 18.5' _ � � 20.4 HDPE SECURE HEAVY COVER BY POLYLO PANEL`k LOCATION I 14.0' CI " \ CONIIR01"PNiEL BE NSOYIfO •- r; C014tFD;PORC � � 17.6' � 13.1' o zo"sAFn SCREEN BY POLYLoc(Tw. / Q ELHOUS�E.Q FlMSHFD GRADE 12 x 12 POLYLOK D-BOX FINISH GRADE p OF ROOK 1.O• v' / 5DQ�;�I A a �,\ ELEV.21.0' �RO PDB-12 RISER AND w 6 BFGTRICA CONS PLERS >= CdfIROL ) / N y CLEANOUT TRADE WITH LOCKING COVERLINES TO ELEY. 18.0' N VIEW OFMEL O " / :.3.0 f �J Ib - roP EL 11.3'-,,, _-1'MIN. O '� J APPROVED PIPE // _8' 2•D6l FRES AIR+�ftlT X Q '..'/ X1 �' I'N10.d' PRCHm 1/4"/1' / I/A OWATS TANK ooj' ELEY. 15.9' NV.EL 15.8CLEAN /CORIECfED HOUSE VD/T ''�Ap a/�fx eax� /X / I O ELEV 111¢R}T-/ NJI CLEAN CEN-7 N NJEitT pdS� TREATMENT SYSTEM ELEV. 1A.1• ELEV. 18.0' •IPE b-1 COLLAR 12 x 12 POE LOK 0-BOX V/PCB-12 ATTACHED AND / IND NR BUD ER F.R.le b ROT041.0111 -4 1EVOLERS / / 0' \v F UBl1fY POLE TO Gm LDD(NO COVER T"3 / \ 1,1T BOT.EL 14.9' 8 _o \ HIGHEST F,XPECTED GROUND WATER LO D PROPOSED / �NMINIMUM PEN'TRATIO ELD.WATER PER TEST HOLE O / o ^ :.:,:::.:':..::.:....:. YA(aD REOVRED 17 S'OF SAND AMID GRAVEL ER.EOVU,N0.4 fn °� ° 17.3 - v J REWFM POST FUJI CLEAN CEN-10 L,J I/A OWTS SYSTEM - (NOTES) PRINCIPAL St WWE SETBA(x$ ° a a - TREATMENT SYSTEM 1. MINIMUM I/A CANTS SYSTEM CAPACITIES FOR B BEDROOM HOUSE IS 880 GPD. i EXISTNC T DRVMY _�Z 18.3 / ° ° 8 BEDROOM HOUSE, SINGLE FAMILY DWELLING - 880 GALLONS PER DAY USE FUJI CLEAN CEN-10 TREATMENT SYSTEM RATED FOR 1000 GPD. TO BE a tea° \ ° \ USE: (1) FUJI CLEAN CEN-10 TREATMENT SYSTEM - 1000 GALLONS PER DAY 2.A LOFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED 1 7. `� O 3.ALL JOINTS SMALL BE SEALED SO TANK IS WATER TIGHT. L,J / Igl&7 ° \ d a a�° ,�VVV III 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 583 a°� PROPOSED { LEACHING POOLS �2� ARTICLE VII WITH ENDORSEMENT J. 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN / ALF ERVIOUS t ACCORDANCE TO ARTICLE 19. DRIVEWAY c a'�' 1.MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 550 eq k SIDEWALL AREA 8.OWNER SHALL EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER Q �, - ° \ O 3 LEACHING POOLS;8•DIA X 8' DEEP DEEP ARTICLE 19. _ 2.LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) 7•VENT I/A WITH A MIN 2'DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 O � / / t ° ° a . 13 Xo 3.ALLCCING STRUCTURES.OVERS SHALL BE OF ID DOMESCAST RND/CR SLABS. ETE(OR EQUAL). INCHES`ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW 4.A 10' mill. DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE MAINTAINED. ORDOOR. O °$ I Q 18.1 \ Q J 8. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE 5.AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND OWTS TANK SHALT.BE MAINTAINED. t 9 O-� --x/19.0 x 18.4 a :•'.': SYSTEM LOCATION. a 9. PANEL SHALL MEET(NEMA) 4X SPECIFICATIONS. 1. O \ v ° •�'�78.5 $ ..- (j \\ 10.CONDUIT SHALL HAVE L PANEL TE SEALS TO PREVENT GAS AND MOISTURE FROM 01 REACHING THE CONTROL POPRI Q) 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY X 18 8 A p V l� � OCCUPANTS OF THE RESIDENCE SERVED. Z \ X 18.6 = z n � 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM , m a• v ACCESS OPENINGS. \ F O 19.5 19.3 N 84.04' E 20" � - pWE�11N TCR 16.80 LAMP POST \ �PtWT DRIVEWAY SCUM BA B U8�1C WA a o -11' CHAI\iBER Volume(gal) '.CESSPOOL ASP ALT ORNENAY F a 1 1 e O Sedimentation Chamber 558 POLE _ 3 Anaerobic Filtration Chamber S56, °1�.8 UTI POLE ECIRCULATION VZ #33E `_ f AIR LIFT PUMP Aerobic Contact Filtration Chamber 24", J o 45 a a 129.45`� \ / © X Storage Chamber 125 �- 19 WIRES -- ,,DISINFECTION 4'20" E _ TE ROAD , „° W r - - --�' a \ _ cYUNDER (OPTIONAL) �� OVERHEAD Disinfection Chamber 11 •0 , __ VA e 0 _ \ GUY Total Volume 1,d9S N 7a'2,60•p0 WIDE PRSE LANE) 5 $4��� WIRE 4'INLET PIPE / \ / 'OUTLET PIPE 4 0 JA I J SPECIFICAl'IO1 S so(LIGHTHo 19 A� ` O Anaerobic Nledia PP/PE Ufl / \ Board Tvpe Aerobic N,ledia PVC/PP/PE --EFFLUENT Aerobic Nledia PP/PE /Q F' AIR LIFT PUMP Charles M . Thomas ..� AY / INLET BAFFLE © \ Blower 5 3 ctm IV HODGSON \ x p Tangy: FRP ROSA O Piping PVC;PP PE PUBLIC WATER Access Covers Plastic/Cast Iron 3 BAFFLE , 1 L e c 4' NR INTAKE Disinfectant(Optional) Chlorine Tablets {^� ' f p ^ RECIRCULATION PIPE OW BAF ` FLOW OPENING(TYP. (CLEANING OPENING) B PLAN VIEW PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 ISINFECTION 4'MANHOLE PROJECT 18' MANHOLE(TIP 18 MANHOLE(TYP 24 MANHOLE(TIP CYLINDER (OPTIONAL) W O 0 1 ow OPENING ALARM/CONTROL PANEL CONTROL PANEL MOUNTED , MDL#1041972 CONTROLER "A" ON 4"X4" PRESSURE ' ARD TYPE yMFG BY SJE RHOMBUS TREATED WOOD POSTS iv CONTACT MEDIA 1+ AIR BLOWER = _ Z ) G INSULATED WEATHER ^ rO (n RESISTANT BLOWER N W t"y Cy ENCLOSURE O 0 U11 r+'i i X CIRCULATION O �> _ ASSE]Jf1LY N , o \ /© o I POOL PLAN z F C EI ` E HQi O 1 [-AIR LINE TO FUJlCLEAN RATION ASSEMBLY n- FIN. GRADE G.., t 1 ,_`1�.`.' DATE: 09/12/22 ELECTRICAL SUPPLY t PROJECT No. TO BLOWER SECTION A-A VIEWSECTION B Southold Town DRAWING BY. CMT 1+ ELECTRICAL SUPPLY TO FUJICLEAN OWTS -B VIEW Board ofTnlstees CHK BY. 0 SPLICE BOX M CONTROL PANEL & BLOWER FUJI CLEAN CEN-10 TREATMENT SYSTEM DWG N 00 L J (NOT TO SCALE) (NOT TO SCALE) ISNO-0-1-1-a AT _I1� s S I T E P L A N F' OFI SCALE: 1" = 30'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED: REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHCLE OR IN P RT, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, SURVEY OF PROPERTY SIT UA TE SOUTHOLD E C E I V E 4v TOWN OF SOUTHOLD G IV -% SUFFOLK COUNTY, NEW YORK 6 � ��� � � Q� �°^ V"v °e's� S.C. TAX No. 1000-70-06-29.1 Southold Town I' �M �• �� SCALE 1 =30 Board of Trustees SEPTEMBER 6, 2022 4*1 Op w tx A Coro 0�h�. `O N AREA = 43,209 sq. ft. M (To BULKHEAD) 0.992 ac. 0 X lb Q� 9 x 5 ° • 0 xm 0 0 NOTES: Z �G z 1 ,, �ay0 �p�tY O�'\�G a G U. . 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ,��` �` •° ���' EXISTING ELEVATIONS ARE SHOWN THUS:Xxx XX O D�01h\G��P� �g`'�, x2j xim $ im CESSPOOL EXISTING CONTOUR LINES ARE SHOWN THUS: �p1 F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR .• x11.6 x1L8 TB - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD oy s TW - TOP OF WALL 12 BW - BOTTOM OF WALL x S�. x11.4 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO187 H Z2 1L!,9 ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); ,foo° g�� �P� �' m x x122 BASE FLOOD ELEVATIONS DETERMINED .nth 0 x o, x x IG ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. oN� g+'°o o,Wa. x s. oN�E ARE P� 9 1t.S M�51oN 10 a x� b M E s 12.7 11 :. x 1 3� cotEP oDo x.14 13 0) D R' N A2— 2 112 of o im -.3x 1ijJ ` °°� 1�.s N°' HOUSI 13 m xto tj q' coNG FLAN ��R 14.0 14 NN 14.E s.a:; : 0 tri C) 1S.Bx o 30 f.+"" Cta NEW UTILITY to 1� ^ �,� 2 )' i FLo-t H POLE #33EB C4 It Wo°�G p� 17.0' X91 1i1o\3 ft Yf '^ O'FL15y� �LDUTILrrr WELD �9�' cit N x h O�VPti W f.f .'N 0. ��NC.LA •, �J tp h y �, 29' CNC. ';'•' : x O �9d �r. e�IcK 1L P',•... ya� 1L0 . •.: x17.2 ', , x 15.8 °+ C 16 ° 'pcbrn �a ; r � .: •e .,�. SE :. P t7.2 •• .17.1' A Nav IZ-JX . . ' ,• .••' x 17.6 f 7.4 P .: d, 1L� x1 ° °� • • , x1ff.ff •°' 11� UTILITY POLE x112 .j". x 17.3 NYT #33EB cl 17 1� POST 17.3 W 18.3 •• •, LAMP x1Z�B W i 1G'1 Y ' •u•� 4 x.128 p J W � .. •, J O x1A2 O OO O 1B 4 s ,� x1&1 e '�Sp p x •.� •' �x Q OJ l op� 19 e 4 ` x18.4 xim xlu Z . >.. x_LB G c� ' WELL zci 0 N 84'04'20" E 1 DYIEI.�ING 6.80 LAMP •+ r DRIVEWAY WELL POST s •'; c ASPHALT OCESSPOOL • • + • ' •' 1$B •'`• . 120 •' • Asp DRNEVIA; ,i,' '0 .° . + • • • UTILITY POLE .. • in •' 4; 'A+ A. °'. • • , , ' >� 29,45' Vz 1133E ' 0" ROAD :. ,:' `'. .. .•' '�t s • OVERHEAD WIRES N 18.0 p0' PRIVATE E S 8 4°0 4'20 W GU 264, 30 WIDE OU5E LAN ) (LIGgTH Ij1IL11Y POLE N101F ROSA HODGSON DWELLING (WELL g CESSPOOL OVER 150') ID'OPREPARED NG O oFACOORDANCE OR �AS� MINIMIUM D TF1ADOPrED �f1.E SUCH USE ibBY THE THE UAL,& AND APPROVED ANDTE LAND LA y C I/y tom! r N 0 o � � b N.Y.S. Lic. No. 50467 t� " ' M AOF N than Taft Corwin I TO THIS SURVEY 1,4 A VIOLATION OF SECTION 7200 OF THE NEW YORK STATE COPES OON ` . Land S u r ve o r >>361 t 0 (�D � �R�SEAL - r T -ROND'• EMBOSSED SEAL SHALL NOR HE OONSIOERED I—T'1 ,r-•, �-1,� 1`+ 'IC BE A VALID TRUE COPY. Sum TO: Stanley 1ph J. , Jr.InMno L.S. LL JJ '1�[ 11-1' 1 " CER1wmKnONS MidWED HEREON SHALL RUN J� P I E V ONLY TO THE PERSON FOR WHOM THE SURVEY Tib SUrmys — Subd!W l011a — SM& Pkma — Conetn tion Laywt 1 IS PREPARED. AND ON HIS BEHALF TO THE WU AGENCY AND LMIING MIS�RI{1110N F�EREON. AM PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LE7rOM ran- p LOGTm AT ADORES TUIION. CER1111RQ(TIONS ARE NOR TRAM�ERABLE. THE EXISTENCE OF RIGHT OF WAYS1586 (Hain Rood P.O.BO York 11947 16 AND/OR EASEMENTS OF OF RECORD, IF �P�. New York 11947 ANY. NOT SHOWN ARE NOT GUARANTEED. E-Mall: NCorwin30ool.com ARCHITECT REVISIONS D E S C R I P T 1 0 N C E I V E Nov 2022 Southold Town Board of Trustees 00 IT kjj C 2 2 2442 \\ � � 0 LO :D Al 0 0 J Lo (� 28510 3080 M" HIGH HAND RAIL--- E G E S S EGRESS 4p PER NYS CODE L------- LINE OF 48" HIGH CLASS PM. FENCE LINE OF PORCH AND--\ SCREENED IN PORCH EL. 18.0' BEYOND EL. 16.0' EL. 77 0' EI_. 15.0' LINE OF 100'-0" FROM EL. 1".0'l BULKHEAD �—LINE OF EXISTING GRADE E 13.0' BEYOND EL. 12.0' 10'-0"" E'3I_UESTONE PA3, 0 T 20'-0"IO PROPOSED POOL. BLUESTONE PATIO Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 S I D E E L E V A T 1 0 N SCALE: 1/41-" = 1'-0" SIDE ELEVATION DATE: 11/01/22 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. I A I- 0=0 2-[:0:(]) 2 OF 3 "Ur 7 7'7 :77-77 7 �77 -IONS. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCI-USIVF PROPERTY OF THE ARCHiiECT AND THEIR USE AND PUBLICATION SHALL BE RESTPICTED TO THE ORIGINAL SITE FOR WHICH IHE'YWERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHIfECT. Tl�[_E TO THFSE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONIACI WITH SHALL CONSTITUTE PRIMA FACIE EVIDENCE Of- ACCEPTANCE Of: THESE RESTRICI REVISIONS D E S C R I P T 1 0 N - Ii I 11� FIVE SDutheld Town or of Trustees F 1A, , o 1"j 00 2042 U1 � W o f-- In I j 2442 2442 �� 2442 � 2442 2446 2446 0 0 nn LL 00 Lo (� LINE OF 48" HIGH GLASS POOL E F NC f E 07 _I <r EL. 16.0' LINE OF 174'-1" FROM ( T— EL. 15.0' BULKHEAD E'.. 14.0' E S I D E E L E V A T 1 0 N _ lo'-0" _ _ 20'-0° BLUESTONE PATIO PROPOSED POOL BCUESTONE PA 10 4 SCALE: 1/4" = 1'-0" Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORI, NY 11947 (631) 727-7993 PROJECT SIDE ELEVATION DATE: 11/01/22 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. f , 0- -10701 00 3 Of 3 , y I R NT I THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS AS NST UME SOF SERVICE, ARE THE EXCLUSI\f- PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE REPRODUCTION OR PUBLICATION BY ANY ETHOD IN WHOLE 0R IN PART IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIP! ANIIT-)!TH�j�ARCHITLCT.VIS L CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDEfJCE OF ACCEPTANCE OF THESE RESTRICTIONS.