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Home My WebLink AboutTR-10260 1050 Luptons Point D E t V AUG � Mattituck, NY sow► .dTown Plant Image Index HAMPTONS SILVERLEAF' , ' DE$I.GN & LANDSCAPE � � 631.324.1911 . Amsonic hubrichtii Thread-Leaf Bluestar1 n HAMPT i • 1DESIGN • Echinacea purpurea Prairie Splendor Coneflower low Aw tt P 1 -Ay HAMPTONS SILVERLEAF 315 ff- lHLIH AATTITI . ., DESIGN & LANDSCAPE 631.324.1911 Iris Prismatica Slender Blue Flag or k HAMPTONS SILVERLEAF �� ,411,114, DESIGN & LANDSCAPE 631.324.1911 Asclepics verticillato WhorledMilkweed Kt �.Y r DESIGN & . . ,._ LANDSCAPE Asclepics . I . I Butterfly Milkweed w HAM • • • . _ _ �_♦ . 1 DESIGN ♦ LANDSCAPE 631.324.1911 Sisyrinchium ongustifolium Blue Eyed Grass 1 7�� DESIGN • LANDSCAPE 631.324.1911 Dennstoedtio punctilobulo Hay Scented Fern Zia Awl .,�V•+ ,; ':gam . °•:w ,. ..�.".�_a�rfr:r ..�.�tea• HAMPTONS SILVERLEAF 3'5 %^lE5TPHAW MATVFPd-i(-W-T1-32 . DESIGN & LANDSCAPE 631.324.1911 sn,j)o —_ UMnr mn�� r �ZOz l 9!l d A • ENE A GgAv�` �ENpE� PROP•`' S PRpP.PE�Ep�'1NG 511"NO��GUC'1 A�E1' S�QNE SEE PROP05ED BED y LUPTON5 POINT RD �t:;, P.P1NE 51�No GuM / 5�EP 5 _ v� 2 -�► ,. M N (I ) NEPETAS�EE� t�pZu _ ��w► (5) WHITE NEPETA SOP �` N�� N5 p�� X t' O �,eX EPA (10) RU551AN SAGE 4 (O G 03 N p,N .. ,ram,. �N oP EP HOT OIL & 5TONE ZOUL r.r � DOUBLE DRIVEWAY P F O P A5 M q 0 oP \� a. V� � P r }�I � E lk ahfr #� 3�'��s � � tr � `� y � N a F ti h. 'fir 4„ a ,a 1 AF � t P r .£ 7 .; ;:. +..,,. ,:, :,.. ,, : ,r,.. ... ,r?. /- mod' , ,- ;, ;,x �`•.,., v w„ W.a 2 y k , n. . IF V^ .�... PP � 5 A G A P NEE p,c LA p�R GA 5N GE & SOP p,�CE � � E P G h r � oP • u� NG �� Zu a (003 N ��. PP• 4 0 � 0P. �� 3 L P APEw u�.P 15 P �u/,.Ulm GO 0 103 wy F� o� s� - � PAN E 3 QN Y 011 . E ?FOP GON �� N�5� ar� ARC �, . aNc,-'k �o u� r og (o> E� PR GE 0 � LA 5 P� PLOP' EA + �o Ex15TING OAK t , N:. A + .. _ nx , PAJOA a. No Vt - Gel ` k R 5 � t - 1 t ` - , r iCa G � i 1 _ , , \�1_4ZV �000, OCC �. FE +�i r P� 1 y 1 llol� T l AMSON) A ,-7 I �1S �PMl w-rICAASCL EPIAS ,r 1 pal �SCL��i �IS Tvr3� 12o� y�I'S NC- �� An x 4 � 2nJrzE,4 X 25 Dt- NN'TAj_:' DOA PuNo ho3 Glenn Goldsmith, President ®f so Town Hall Annex ®� 54375 Route 25 A. Nicholas Krupski, Vice President P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® y® Fax(631) 765-6641 410U V,� 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 1 sc day of construction % constructed When project complete, call for compliance inspection; BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK U PERMIT NO. 10260 DATE: NOVEMBER 16,2022 ISSUED TO: GERARD &KAREN DIFFLEY PROPERTY ADDRESS: 1050 LUPTON POINT ROAD,MATTITUCK SCTM# 1000-115-11-14 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16, 2022 and in consideration of application fee in the sum of$250.00 paid by Gerard&Karen Diffley and subject to the 11 Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing dwelling,deck,driveway and curb; construct a new=L48'6"x f61'2" two-story irregular shaped dwelling(:L2,354sq.11.)with a full basement(:E2,354sq.ft.); remove f387 cubic q yards of soil for the full basement; construct a±241 x±51 front porch; a±211 x±5' rear porch; a±41 x±51 P entry stoop on east side; install a±40' x±35' irregular shaped stone patio with a ZE151 x 151 shade porch; install a±301 x±141 in-ground swimming pool with a max depth of±71; proposed patio,shade porch and enclosure fencing; install a±41 x pool to be on-grade; install a drywell for pool discharge; install a pool ±41 outdoor shower; remove±80 cubic yards of soil for pool excavation; install a pervious semi-circle driveway landward of dwelling; existing septic system to be abandoned (system to be pumped clean and filled with clean sand from upland source); and the installation of a new I/A OWTS system landward of dwelling; there is no proposed grade change; establish and perpetually maintain anon-turf buffer between the top of slope and proposed pool fence; install sound deadening enclosure for pool equipment; all trees removed within trustee jurisdiction will be replaced on a 1:1 ration with native species; drywell a to contain run off from outdoor shower; and as depicted on the survey prepared by Nathan Taft Corwin, W III Land Surveyor,last dated October 20,2022,and stamped approved on November 16,2022. rjr IN WITNESS WHEREOF.the said Board of Trustees hereby causes ses 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. ZV ed 7 AQ CO 4 TERMS AND CONDITIONS The Permittee Gerard &Karen Diffley, residing at 1050 Lupton Point Road Mattituck,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 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 t +..1 +,.+1. ,. '+ 1, ,,L. l,o l.'e,.++,. Lo F;1,,,0+„..h+o;,, ��,Y,A supplemental w u,--permit w11—ch may'be suvjw� w revoke upon is„a,v w obtain sa,uv. 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. Glenn Goldsmith, President �"�'®F so Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly ce ,e Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 ®14 COUNTV BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 22, 2022 Kate Rummel Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 RE: GERARD & KAREN DIFFLEY 1050 LUPTON POINT ROAD, MATTITUCK SCTM# 1000-115-11-14 Dear Ms. Rummel: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 16, 2022 regarding the above matter: WHEREAS, Cole Environmental Services, Inc., on behalf of GERARD & KAREN DIFFLEY 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 15, 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 recommended that the proposed application be found Consistent with the LWRP, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 17, 2022, October 19, 2022 and November 16, 2022, 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, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 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 for the mitigating factors and based upon the Best Management Practice requirement imposed above,, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of GERARD & KAREN DIFFLEY to demolish existing dwelling, deck, driveway and curb; construct a new ±48'6" x ±61'2" two-story irregular shaped dwelling (±2,354sq.ft.) with a full basement (±2,354sq.ft.); remove ±387 cubic yards of soil for the full basement; construct a ±24' x ±5' front porch; a ±21' x ±5' rear porch; a ±4' x ±5' entry stoop on east side; install a ±40' x ±35' irregular shaped stone patio with a ±15' x 15' shade porch; install a ±30' x ±14' in- ground swimming pool with a max depth of±7'; proposed patio, shade porch and pool to be on-grade; install a drywell for pool discharge; install a pool enclosure fencing; install a ±4' x'±4' outdoor shower; remove ±80 cubic yards of soil for pool excavation; install a pervious semi-circle driveway landward of dwelling; existing septic system to be abandoned (system to be pumped clean and filled with clean sand from upland source); and the installation of a new I/A OWTS system landward of dwelling; there is no proposed grade change; establish and perpetually maintain a non-turf buffer between the top of slope and proposed pool fence; install sound deadening enclosure for pool equipment; all trees removed within trustee jurisdiction will be replaced on a 1:1 ration with native species; drywell to contain run off from outdoor shower; and as depicted on the survey prepared by Nathan Taft Corwin, III Land Surveyor, last dated October 20, 2022, and stamped approved on November 16., 2022. 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 Very truly yours, Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith,President - gUFFt ;,COG , Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 CD Eric Sepenoski e P.O.Box 1179 Liz Gillooly �y ®� ?� Southold,NY 11971 Elizabeth Peeples `�� J Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: IIA1Z2, Completed in field by:- to }� Cole Environmental Consulting on behalf of GERARD & KAREN DIFFLEY'requests a .Wetland Permit to demolish existing dwelling, deck, driveway and curb; construct a new ±48'6" x ±61'2" two-story irregular shaped dwelling (±2,354sq.ft.) with a full basement (±2,354sq.ft.); remove ±387, cubic yards of soil for the full basement; construct a ±24' x ±5' front porch; a ±21' x ±5' rear porch; a ±4' x ±5' entry stoop on east side; install a ±40' x ±35' irregular shaped stone patio with a ±15' x 15'shade porch; install a ±30' x ±14' in- ground swimming pool with a max depth of±7'; proposed patio, shade porch and pool to be on-grade; install a drywell for pool discharge; install a pool enclosure fencing; install a ±4' x ±4' outdoor shower; remove ±80 cubic yards of soil for pool excavation; install a pervious semi-circle driveway landward of dwelling; existing septic system to be abandoned (system to be pumped clean and filled with clean sand from upland source); and the installation of a new I/A OWTS system landward of dwelling; there is no proposed grade change. Located: 1050 Lupton Point Road, Mattituck. SCTM# 1000- 115-11=14 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.: �e.�✓ p�a�•s S�D�✓ 'non �t7c� b�� Seav✓a,� ® s �o�as�� oe� tP�cC✓ Present Were: G. Gpldsmith /N. Kru,p ski /E. Sepenoski J L. Gillooly ✓ E. Peeples I APPROVED Y SURVEY OF PROPERTY SITUATE NOV - 4 2022 �f��JFE' ROVED y MATTITUCK TOWNOLD TOWN OF SOUTHOLD USES pUBLCGWATER SUFFOLK COUNTY, NEW YORK Board-of DATE jj� S.C. TAX No. 1000-115-11 -14 Boardof Trustees SCALE 1"=30' WASES PUBU pTg RaAO)TS pOIN R'� �5)o1N JANUARY 19, 2022 / /pTO xRLTR x 100 MAY JULY 2022 19, 2 22 ADD SETBACKS TO TOP OOFOBLUFF 2022 10„ E ASPHA a , 11 �3 SEPTEMBER 13, 2022 REVISED SITE PLAN SEPTEMBER 27 2022 REVISE NOTES 0 X�N �9.45 P�F pRn�u Yam, -10 LAY POLE D - - - t OCTOBER 20, 2022 REVISE BUFFER AND POOL EQUIP. NOTE S 71 39 1 .3CON D�1N ;::�i `.;r •.$ it o EXISTING DRIVEWAY & CURB TO BE REMOVE zs 2°„ .LNG _ TOTAL LOT AREA = 18,600 sq. ft. _ NOTES: 0.427 ac. .0 °• P PROP. MON . �m'I} x • �I tf S yam'.. 11'n y• ` 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM t1 / a 8?°i° E, N �3 p oo„ E Z I �. y°'�� _ot� � � /1 p �i� EXISTING CONTOURS ARE SHOWN THUS: --XX--- 16.3x o x a•. APR�yrA_��. �'•�'b! to tI \ 2. ALL DWELLINGS WITHIN 150' OF SUBJECT PROPERTY C�1 �'�I uNE•�• 0 %�00 \ O pT20P pool ARE CONNECTED TO PUBLIC WATER. �� ^� 0 GONT� 3. EXISTING WATERLINE LOCATION PROVIDED BY HOMEOWNER. 20"OAK "'i` `.�_-- 5 1 i F3L0 REMOVED TO REMAIN TEST HOLE 19.3 L -:�' 6P:� 18 & DECK To BE 4. ALL TREES REMOVED WITHIN TRUSTEE JURISDICTION WILL BE X .............:.1; $ ISFING HOUSE REPLACED ON A 1:1 RATIO WITH NATIVE SPECIES. +1112 x st;r:...Po. H:::•.:..: :: :: : : 1e5' o5F9 17.ox TEST HOLE DATA x .::t•: :::: ?2:2 :: ::.`:i`: ::::`:?i:.:...:. :::.: ,•.ui?. o'rr51o> OR LD1O rw,5p- 1 .........................1::::::: (TEST HOLE DUG BY McDONALD GEOSCIENCE _&Z 1 ::1:::::; 1.....i:•: :•::!•' a ::':i........t.. �ZIZOOF�OR POOL ON SEPTEMBER 5, 2021 1:30PM) 17.6 �/ X6A ::•S:•: :: ::::::::� .:: : .. 11r'FDOUTSIDE`�ypV�R x ;::1:;::::::•::•::•::•::•:................F..... ... .. 6 sEV1N LOT COVERAGE EL 18.7' 0' 14•0 1 ?::k:.' :: :'. ;`. i r+o! ;i:?:::: :.;;. : iN6 OVER LOT AREA LANDWARD OF WETLANDS BROWN SILTY SAND SM 1 BAGS 5N6, ?051 :::}:'::: ::?:;:;?::?:::.::2.`�T F.FL,�.`......::::i:'i ..7i. PyouNpL E LOT AREA LANDWARD OF WETLANDS = 16,965 sq. ft. 7' PROPiLIMITp15TU� E 1 ::::.`'. ?:::::::...................: oi b:2`:.,:;.:.; :; :-�::. ;":"``'.;:•"' p5�pFool- DESCRIPTION AREA % LOT COVERAGE F �Ilj'OO g0. i;ls�.....::`:::. . .:..: ;;,•:::r.:.ar.:::::::..t. x 36"OAK 1�j.1PL1ANT FEN GLF�y.11ExSEp :.::. r....:.....•::::::i::.�:;:;':.::..., :: p:.::::. j,n� n .c:........::.: :. ''; ;t'NyHApE.... + �T a HOUSE 2,370 sq. ft. 14.0% m z :•::..:.::::::::::::.:.:..I:• ::.`..•~::: :;.;... .pow!!•;:•:. i c PORCHES & e PALE BROWN FINE SAND SP c ::� ¢ ..... ^' 381 sq. ft. 2.2% '" o ! "� . .:. " ,.:...,;: o m o OUTSIDE SHOWER ^ Pfp0;:�': /1a or, z� cm PO 5T Ibb' �o m OL & COPING 512 sq. ft. 3.0% mr ••� r� �'` p cCiz c a`] c� o Z� m :'I�.::...::..•...•.:,..:.'....... ......:::' pPOSFp•::::;:::' 1ZJ N y TOTAL 3,263 sq. ft. 19.2% EL. 1.7' 17' f m 20"OAK ::•:::•::::•:.....pOQk;..... �:. z A NO WATER ENCOUNTERED Hm 10.OAK 10 OAK ;: ;.;..: :.;:::;:;::'•' O '::::::... . .� ADJACENT C o Z -HOUSE CORNER tq 20"OAK •.'•.: .:::.:% OX. ADJACEE y ° REMWN _ - - DRAINAGE SYSTEM CALCULATIONS: APPHOUSE CORNER - - 13.3- - - - TILIT�W T1�' ROOF AREA: 2,750 sq, ft. p POOL 05ED FION rER 18 PROP05FS7 F�NGE •••• �16 ;Zt-4 F�R TO FO • o" •Gp I j. A n0N LINE 2,750 sq. ft. X 0.17 = 468 cu. ft. ••j8"OAK 151D TgNK TO POOL FENGE• 468 cu. ft. / 42.2 = 11.1 vertical ft. of 8' dia. leaching pool required EXISTING SEPTIC SYSTEM TO BE ABANDONED :. . . . . (SYSTEM TO BE PUMPED CLEAN AND FILLED WITH CLEAN 0 � AT - SAND TRUCKED IN FROM AN APPROVED UPLAND SOURCE)16 ••10•OAK. ••.�,.�W. • •.•.•• „•.. OF SLOPE PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS LIMIT OF PREVIOUS SURVREY BY OHN C SHOWN ONL.S.DATED 1• 1'-`i` ��^`�AK�`.••'•••�/ ilk DRIVEWAY AREA: 1,190 sq. ft. 10" _ 1,190 sq. ft. X 0.17 = 202.3 cu. ft. ('� ~' `' '•,',�.•'. 1¢,__ 22"° - �_� �• 16"OAK 202.3 cu. ft. / 42.2 = 4.8 vertical ft. of 8' dia. leaching pool required PREPAR IN,ALf3ANE '1 MIN�TMpM O2/OS/2021 AND N.Y.S.D.E.C. LETTER OF NON-JURISDICTION `, sraNDARDs. R 50RVFas,As EsM__11ED DATED APRIL 1, 2021, APPLICATION #1-4738-04772/00001 �� 8"OAKS X - -12 BY E ILL S.AN ^ P pTFb MON• ao o _ u, 24° 4'wIpe FER`71�P PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL FO SUC E EWL Y RK STATEis.1N D, CONC. 14 -- ! Tr1r2pUFiH DPOOK ASSOG`IAJ�pN. �!` (�� _II� 18"OAK 10•OAK 12"OAK t 4.OAK- FOR RJ111RE `rl" 7 4 1 •.: -- 6" -- 16"0A1z--- w -1 o LEGEND r O 1 LOAK-- / i -� G 3 p PROPOSED FUTURE 50% EXPANSION POOL z S' J+4OAK TWIN t- = p' 6- -- / FLAG 2 FLAG 4 ®•��" \ LANDWARD LIMB OF TIDAL WETLANDS AS FLAGGED BY PROPOSED SANITARY LEACHING POOL FLAG __=-_- / / - `\` \6 COLE ENVIRONMENTAL SERVICES ON 10/25/2020 000 PROPOSED FUJI CLEAN CEN-7 s046 TREATMENT TANK 7 ---- ORDINARY HIGH WATER MARK M` • PROPOSED DISTRIBUTION BOX Y.S. Lc. No. 50467 S 89.57' " W 101.61 _4 SEAWARD EDGE OF MARSH PROPOSED DRYWELLS FOR ROOF UNAUTHORIZED ALTERATION OR ADDITION & DRIVEWAY RUN-OFF TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION LAW F THE NEW YORK STATE �DEEP HOLE CREEK TREE TO BE REMOVED Land Surve or COPIES OF THIS SURVEY MAP NOT BEARING THE LAND Y SEAL OR EMBOSSED SEAL SHALLURVEYOR'SINKED NOT BE CONSIDERED TREE TO REMAIN TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. ��SUFFOL�co Glenn Goldsmith, President ,�° Gym Town Trustees A Nicholas Krupski, Vice-President H 54375 Route 25 Eric Sepenoski o P.O: Box 1179 . Liz Gillooly 'yij ao�� Southold, NY 11971 Elizabeth Peeples �l ` Telephone (631) 765-1892 Fax (631) 765-6641 BOARD'OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: GERARD & KAREN DIFFLEY c/o COLE ENVIRONMENTAL Please be advised that your application dated June 15, 2022 has been reviewed by this Board at the regular meeting of November 16, 2022 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx The Perm'ittee 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 BY: Glenn Goldsmith, President Board of Trustees 425 Montauk Highway East Quogue, NY 11942 (631) 369-9445 www.ColeEnvironmentalServices.com October 26, 2022 Attn: Elizabeth Cantrell Senior Office Assistant Town of Southold Board of Trustees NOV - 4 202 54375 Route 25 PO Box 1179 o t !'R Town Southold, NY 11971 Board of Re: Updated Project Description Jerry Diffley 1050 Luptons Point Road Mattituck, NY 11952 SCTM No: 1000-11500-1100-014000 Dear Elizabeth, Please find the following items enclosed: 1. Four(4) copies of an updated of to-scale site plan (updated October 20, 2022) 2. Four(4) copies of an updated project description Sincere) Kate Rummel Project Coordinator Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 (631) 369-9445 www.ColeEnvironmentalServices.com October 26, 2022 Attn: Elizabeth Cantrell Senior Office Assistant NOV Town of Southold 4 2022 Board of Trustees 54375 Route 25 Ouuthold Town PO Box 1179 Board of Trustees Southold, NY 11971 Re: Updated Description (Plans dated October 20, 2022) Jerry Diffley 1050 Luptons Point Road Mattituck, NY 11952 SCTM No: 1000-11500-1100-014000 Removal of existing house, deck, driveway and curb. Construction of new±48.6'x±61.2' 2 story irregular house (±2,370 square feet)with a full basement (±2,370 square feet). ±390 cubic yards to be removed. Construction of a ±24' x±6'front porch, and a ± 21'x±5' rear porch. Installation of a ±42'x ±35' irregular stone patio with a ± 14' x± 12' shade porch. Installation of a ±30'x±14' in -ground pool. Pool to have max depth of±7'. ±80 cubic yards to be removed. Patio, shade porch, and pool to be on grade. Roof runoff dry well to be used for pool discharge. Proposed pool equipment to be in sound deadening enclosure. Rear yard to be enclosed with pool compliant fence. Installation of a ±4' x±4' outdoor shower. Roof runoff drywell to be used for shower. Installation of a ±4' x±5' stoop. Installation of a pervious semi-circle driveway in front yard. Existing septic system to be abandoned (system to be pumped clean and filled with clean sand from upland source). Installation of new i/a system in front yard. No proposed grade change. Proposed native, non-turf, non-fertilizer dependent buffer to extend from proposed pool fence to existing vegetation at edge of bank. Buffer to follow existing vegetation line at edge of bank. All trees removed within Trustee jurisdiction will be replaced 1:1 with a native species. E C V SURVEY OF PROPERTY SITUATE NOV 4 A2022 MATTITUCK pWELUNGWATER -- TOWN OF SOUTHOLD USES PUBUC SUFFOLK COUNTY, NEW YORK S.C. TAX No. 10001— 15-11 -14 Board of Thistem— DWELLING SES PUBUC WATER yr x"— SCALE 1"=30' U P1fJ1�AT6 , JAN UARY 19, 2022 s (1 IN BES 100.00 MAY 26, 2022 REVISE PER NYSDEC LETTER OF 05 12 2022 " "ptpBLVG WAT AY JULY 19, 2022 ADD SETBACKS TO TOP OF BLUFF SEPTEMBER 13, 2022 REVISED SITE PLAN 10,. E ASP �T ROADW II POLE SEPTEMBER 27, 2022 REVISE NOTES 0 79.45' tti __ 18 LRY OCTOBER 20, 2022 REVISE BUFFER AND POOL EQUIP. NOTE O 30 16.3X N Op1 N a ,: ^� 11 IIIn ING DRIVEWAY & CURB TO BE REMOVED TOTAL LOT AREA = 18,600 sq. ft. txa e �' CONC. M u1 ' Ex15T NOTES: 0.427 ac. s r . E + o 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM N 79.4 Z + " �� P, I EXISTING CONTOURS ARE SHOWN THUS: ——XX——— a it 2. ALL DWELLINGS WITHIN 150' OF SUBJECT PROPERTY a ARE CONNECTED TO PUBLIC WATER. 3. EXISTING WATERLINE LOCATION PROVIDED BY HOMEOWNER. N cn TEST HOLE ' r� 7 SE DECK TO BE REMOVED 4• ALL REPLACEDSON AO'ED RATIOIN TRUSTEE WITH NATIVE SPECIES. WILL BE To R O I&zx 19.3 t�� h. SPNG "Out • x 18O` JZQ TEST HOLE DATA x �911 ` 01W 19.1� a (TEST HOLE DUG BY Ma00NALL1 GFOSCi; E' / ,A, I .; r ' 1 ON SEPTEMBER 5, 2O2I 1:3GPM) 17.sx .,� I: �, " ° � N LOT COVERAGE OVER LOT AREA LANDWARD OF WETLANDS 4 5 LOT AREA LANDWARD OF WETLANDS = 16,965 sq. ft. givt EL. 1�I.7' 0 14• I BROWN SILTY SAND SM Ro, µ 7 T P �1 �0 P OLE DESCRIPTION AREA % LOT COVERAGE • rrL C'15 ra I t,1 a OAK 1' 1 T 1 11 CIS^ � . �� " 11 A lyp HOUSE 2,370 sq. ft. 14.0% m '- 14 un PORCHES & PALE BROWN FINE SAND SP N b " % n 381 sq. ft. 2.2% o + OUTSIDE SHOWER rn o* as POOL & COPING 512 sq. ft. 3.0% C) TOTAL 3,263 sq. ft. 19.2% D" AGENT +w .., EL. 1.T 17 J ... ...,. NO WATER ENCOUNTERED zz � R071, 10"OAK O a USE CORNER APPHp� J Et En - 0 - - DRAINAGE SYSTEM CALCULATIONS: CidRN — H — PF� • ROOF FE "I rw1. R — _1SE 6 IsN tI ° AREA 2,750 sq. ft. 18 0» pK, NON1 2,750 sq. ft. X 0.17 = 468 cu. ft. EXISTING SEPITC SYSTEM TO BE ABANDONED 1 °OAK - - •" THOP AN Tyr ILL 468 cu. ft. / 42.2 = 11.1 vertical ft. of 8' dia. leaching pool required ( Y51EM TO BE PUMPED CLEAN AND FILLED WIN CLEAN *•` - E SAND TRUCKED IN FROM AN APPROVED UPLAND SOURCE)78 • • • ••�� Of St01" PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS LIMIT OF N Y S DEC. JURISDICTION AS SHOWN ON PREVIOUS 10 K•'— — 1"0 ~`•r' b DRIVEWAY AREA: 1,190 Sq. ft. PREVIOUS SURVEY BY JOHN C, EHLERS 1,S. DATED 1,190 sq. ft. X 0.17 = 202.3 cu. ft. 4^ 02/05/2021 AND N,Y.S,D-E,C• LETTER OF NON-JuR1SDICTION r43 22"y r6^ppK 202.3 cu. ft. / 42.2 = 4.8 vertical ft. of 8' dia. leaching pool required PE AR IN #ay � MIS M DATED Ad'R11. 1,. 2021, APPUCATION #1,-4738-04772/00001 '„ 'K ..,,,,-,^,�,- ""- 24"OAK- - r —12 u 4„ - ACTH PROVIDE (1) S dia. X 6' high STORM DRAIN POOL FO SUCH° ,a '(„ , ""ro, 0 CONC. 1 OAK .P.-• ,i2.OAK �..�. FOR 1�' `� ' 10'"O4 — 10 �_ + LEGEND - 1 _ 16O PROPOSED FUTURE 50% EXPANSION POOL "III ,,� �, J _ 3 O O TWIN NA-OAK � �� _. FLAG 4 PROPOSED SANITARY LEACHING POOL I� r 6— _-- FLAG 2 LANDWARD UMIT OF TIDAL WETLANDS AS FLAGGED BY m ' �h, FLAG 1 ^•+ I' — -- \ \ TOLE ENVIRONMENTAL SERVICES ON 10/25/2020 m A r,, 4 _ \ 6 ooO' PROPOSED FUJI CLEAN CEN-7 S 89'57' — ORDINARY HIGH WATER MARK10 61 � TREATMENT TANK PROPOSED DISTRIBUTION BOX 1 Y.S, Uc. No. 50467 SEAWARD EDGE OF MARSH �. PROPOSED DRYWELLS FOR ROOF ,._ UNAUTHORIZED ALTERATION OR ADDITION " . & DRIVEWAY RUN—OFF atan Taft Corwin III TO THIN SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW PORK STATE TREE TO BE REMOVED EDUCATON LAW. DEEP HOLE CREEK Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR TREE TO REMAIN EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys —Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUITON. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAIUNG ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 425 Montauk Highway East Quogue, NY 11942 (631) 369-9445 www.ColeEnvironmentalServices.com September 28, 2022 Attn: Elizabeth Cantrell Senior Office Assistant Town of Southold Board of Trustees 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Updated Project Description Jerry Diffley 1050 Luptons Point Road Mattituck, NY 11952 SCTM No: 1000-11500-1100-014000 Dear Elizabeth, Please find the following items enclosed: 1. Four(4)copies of an updated of to-scale site plan 2. Four(4) copies of an updated project description Sincerely, Kate Rummel Project Coordinator Cole Environmental Services, Inc. Souft1dTW_n rd of 425 Montauk Highway East Quogue, NY 11942 (631)369-9445 www.ColeEnvironmentalServices.com September 28, 2022 Attn: Elizabeth Cantrell Senior Office Assistant Town of Southold Board of Trustees 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Updated Description (Plans dated September 27, 2022) Jerry Diff ley 1050 Luptons Point Road Mattituck, NY 11952 SCTM No: 1000-11500-1100-014000 Removal of existing house, deck, driveway and curb. Construction of new±48.6'x±61.2' 2 story irregular house (±2,370 square feet)with a full basement (±2,370 square feet). ±390 cubic yards to be removed. Construction of a ±24'x±6' front porch, and a ± 21'x±5' rear porch. Installation of a ±42'x ±35' irregular stone patio with a± 14' x± 12' shade porch. Installation of a ±30'x±14' in -ground pool. Pool to have max depth of±7'. ±80 cubic yards to be removed. Patio, shade porch, and pool to be on grade. Roof runoff dry well to be used for pool discharge. Rear yard to be enclosed with pool compliant fence. Installation of a ±4'x±4'outdoor shower. Roof runoff drywell to be used for shower. Installation of a ±4' x±5' stoop. Installation of a pervious semi circle driveway in front yard. Existing septic system to be abandoned (system to be pumped clean and filled with clean sand from upland source). Installation of new i/a system in front yard. No proposed grade change. Proposed 10'wide non-turf buffer to follow existing vegetation line at edge of bank. All trees removed within Trustee jurisdiction will be replaced 1:1 with a native species. pE C Et ," 01 uftid Town Board of Trustees SURVEY OF PROPERTY SITUATE MATTITUCK DWELOIG WATER �---� TOWN OF SOUTHOLD USES PUBLIC SUFFOLK COUNTY, NEW YORK -- S.C. TAX No. 1000-1 15-1 1-14 OpUBUCGWATER 4x SCALE 1"=30' usEs rT ►T � � p,04 JANUARY 19, 2022 " 40 S 00.'00 MAY26, PUBUc WATT Ad JUL 0 REVISE Y 19, 2 22 ADD SETBAC S TO TOP OOFOBLUFF 2022 As, '45' � E T rd SEPTEMBER 13, 2022 REVISED SITE PLAN " SEPTEMBER 27, 2022 REVISE NOTES s 2T 16.3x � N 7g �� '"_��„�` h� -1�uT1Lf1y POLE ORIVENAy & culls To BE REMOVED TOTAL LOT AREA = 0 4 7 ac. ft. DDa f cONc 1. - .f1 �' Ef5S6NG NOTES. 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM D r N 7a�6'1�� E „ �4 - EXISTING CONTOURS ARE SHOWN THUS: -—-XX-—- F 300.00 z �. vu �. b V1 2. ALL DWELLINGS WITHIN 150' OF SUBJECT PROPERTY 16.Jx o «1x1xs Q a UT ARE CONNECTED TO PUBLIC WATER. E Pf 3. EXISTING WATERLINE LOCATION PROVIDED BY HOMEOWNER. WA *° k 4 -le, TO BE REMO`�D 4. ALL TREES REMOVED WITHIN TRUSTEE JURISDICTION WILL BE TOEMN O p THOLE x 19.3 1 yyRE & DECK REPLACED ON A 1:1 RATIO WITH NATIVE SPECIES. 17.2x TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE x \ ! h „..,� 1 0 E�SEP87MBER 5„ 20210 1:30PM) 17.6 1L�� 14' s r LOT COVERAGE OVER LOT AREA LANDWARD OF WETLANDS BROWN SILTY SAND SMpaO a P FL t LOT AREA LANDWARD OF WETLANDS = 16,965 sq. ft. 7 TtfL d1 ptl DESCRIPTION AREA % LOT COVERAGE' 11H ONE 11 HOUSE 2,370 sq. ff. 14.0% PALE BROWN FINE SAND SP ,. p" f , r•jNry PORCHES & 381 sq. ft. 2.2% w ti1 w OUTSIDE SHOWER ., � mm �\ oT �^�� 18°gym � POOL & COPING 512 sq. ft. 3.0% 'E TOTAL 3.263 sq. ft. �r EL. 1.7' 117WOW � +"J NO WATER ENCOUNTERED A 10' 10"OAK `" P ENT ?F CONER j - C SYSTEM" CALCULATIONS: APPROUS. COR � - .- H - 1a 6 ^ NON T1L1 ROOF AREA: 2,750 sq. ft. 1 B �OBF Tg1b 13 a �1 ��1 �Mw+6'hY t T Txn LINE q �. � To 1=__.,exisi1No T 2,750 sq. ft. X 0.17 = 468 cu. ft. EXISTING aEPT1 SYSTEM TO BE ABANDOtfEO 11y^OAA t1" ��OF 1�A 468 cu. ft. / 42.2 = 11.1 vertical ft. of 8' dia. leaching pool required (SYSTEM TO BE PUMPED C1EAt1 AND FRLLED W1T1tl CLEAN .-» : * », -� w U E sANo TRUCKED fN FROM AN APPROVLD UPI N13 SOIJRCE)T 10'O r A ' PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS UMIT OF NY.6.�y.E.C. JUR"Sol"ON AS SHOWN ON PREVIOUS '_. DRIVEWAY AREA: 1,190 sq. ft. PREY 0f SURVEY BY JOHN C, EHLLRS LS. OATEO� "TO a w_r 7 OAR,w '. /t b = . 1,190 sq. ft X 0.17 202 3 cu ft PREPARED IN �'WmH, MawaMUM 02/0'5/2021 AND N.Y"S.o"E,.C. LETTER OF NONo477 /OOD'ON ` 16 —12 202.3 cu. ft. / 42.2 = 4.8 vertical ft. of 8' dia. leaching pool required STANDARDS ,r�ESTABUSHED DATED APRIL 1, 20'21, APPLICATION �11�-4738-0477�/00001. "� ,�� -�- --~_.."'""" -�- �4,,.0 �.� PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL BY'THE .,. D a R � tLAUHO CONC. AK 16MAK 10"� 1z'O14 'On LEGEND 11}`OA1 10 -41 1 y —� � _ G' 3 " PROPOSED FUTURE 50% EXPANSION POOL .� ..�...�.... �� TWIN 14 " �:.,., "' 86_ - - _ i -- FLAG 4 0 PROPOSED SANITARY LEACHING POOL FLAG 2 FLAG 1 w ry / -- COL ENVIRONMENTAL M(r OF OS'SERVICES ON 10/2 AS 5/2020 GGED BY _ 4- / O PROPOSED FUJI CLEAN CEN-7 � s o00 TREATMENT TANK ORDINARY HIGH WATER MARK' • PROPOSED DISTRIBUTION BOX tl"Y. L"vG. Na. JO467 S 89' ' SEAWARD EDGE OF MARSH a PROPOSED DRYWELLS FOR ROOF UNAUTHORIZED ALTERATION OR ADDITION & DRIVEWAY RUN-OFF .a r TO THIS SURVEY IS A VIOLATION OF yr ®� TREE TO BE REMOVED Nathan TA- #r � resin III EDUCATION LAW. THE NEW YORK STATE � M DEEP HOLE CREEK Land Surveyor veyor COPIES LAAND SURVEYOR'S INKED SEAL BEARING � TREE TO REMAIN EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. dd CERTIFICATIONS INDICATED HEREON SHALL RUN �� ',,,� N� 1"��q') Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY r,I l Y :M JOseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND Title Surreys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSI- PHONE (631)727-2090 Fax (631)727-1727 TU ION. CERTIRCATIONS ARE NOT TRANSFERABLE. Southold Town OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS Board o irustees 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 425 Montauk Highway East Quogue, NY 11942 (631) 369-9445 www.Co[eEnvironmentalServices.com September 20, 2022 Attn: Elizabeth Cantrell D E C E I V E Senior Office Assistant I Town of Southold SEP 2 0 2022 Board of Trustees 54375 Route 25 PO Box 1179 Souff►oldTown Southold, NY 11971 Board of Trustees' Re: Updated Project Description Jerry Diffley 1050 Luptons Point Road Mattituck, NY 11952 SCTM No: 1000-11500-1100-014000 Dear Elizabeth, Please find the following items enclosed: 1. Four (4) original stamped surveys 2. One (1)full set of to-scale site/construction plans in its original size, and three (3)full 11" x 17"sets 3. Four (4) copies of an updated project description 4. Four (4) copies of the updated Wetland/Trustee Lands Application Data page Sincerely, ca�J Kate Rummel Project Coordinator Cole Environmental Services, Inc. ■ E C E I V E SURVEY OF PROPERTY SITUATE MATTITUCK SEP 2 0 2022 DWELLING TOWN OF SOUTHOLD USES pUBLI°WAR SUFFOLK COUNTY, NEW YORK Souftld Town S.C. TAX No. 1000-115-11-14 BoaN of Tnmtm USES PU0 C°NATER SCALE 1"=30' P -TH it NNT R'� Nu+p'�`+N \� JANUARY 19, 2022 LU?TONBLIC WATER IN E��G PRx i p0 Ot) MAY 26, 2022 REVISE PER NYSDEC LETTER OF 05 12/2022 x� oADwAY JULY 19, 2022 ADD SETBACKS TO TOP OF BLUFF '10++ E pSpHAL.T R 1t SEPTEMBER 13,, 2022 REVISED SITE PLAN O x N 7g•45 .ABET�LI - Z 16 L(N POLE O S 71. 16.3x IN :~ H: 11 16 o TO BE REMOVED q. 75o s02p, aNGHp M N �` _ .. •._- •�,� 1• q & cuRB TOTAL LOT AREA = 18,600 s ft. FRDF- CONC. r.:EI:: $_ EXISTING DRIVEWAY NOTES: 0.427 ac. a"ip It S 73• g y�y.. E1° y• ` II 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 488�7 O'E N 7300 0016.3 Z I ' `% o��I 1 :zx . �!J 0 o EXISTING CONTOURS AREA SHOWN THUS: --XX--- x ° . ` R� I,�yu° (-_' � b 0 11 \ 2. ALL DWELLINGS WITHIN 150 OF SUBJECT PROPERTY x o r ' ' ,p11STiNc` 0 �) \ Ln ovn P ARE CONNECTED TO PUBLIC WATER. �e WATERLINE!°' d O pR� PAS • . .�e •. ...,. 3 EXISTING WATERLINE LOCATION PROVIDED BY HOMEOWNER. 20.OAK .�� 5 1 � TO BE REMOVED 4. ALL TREES REMOVED WITHIN TRUSTEE JURISDICTION WILL BE TD REMAIN I TEST HOLE x 19.3 ".:.;�.. _....,.,:::.,,.kTrnNG HOUSE & DECK REPLACED ON A 1:1 RATIO WITH NATIVE SPECIES. x `z Ls.s b:: :Pp ::_t::.......:......-.: \IH3' S 5. ADDITIONAL NATIVE PLANTINGS TO BE INSTALLED IN BETWEEN ;.:tt't: foyep WETLANDS LINE AND 10' NON TURF BUFFER WITH HAND TOOLS. TEST HOLE DATA .::t:::::;`:;:;::''': .. ....... ;::....::: ::::::.�:. ReyT�� I ...i':•:•:•.:.:..:. 1.::•i.:.:: ...................::......'•. F fyNOFF p TOOL pl (TEST HOLE DUG BY WDONALD GEOSCIENCE / 18.7 ATE I :)..:•i:•::•:•i:::! 5 ::::::i:iiik'iw.. �0 At`�5Fy100VER ON SEPTEMBER 5, 2021 1:30PM) 17.6x ,`0 X :iSi :.:: :: }r: .;: : ELr :: ::•::•:.::•::..:::• pU(9IpE EL 1a.7' o.. 14•o I ':;:;;:::;::;:;;;:;:....:..; :. ::: :...... ' '': LOT COVERAGE OVER LOT AREA LANDWARD' OF WETLANDS BROWN SILTY SAND SM eAGKIDSIB, 205' :`.`....`::'''::::*:;,2Sir Y pal :::; ;:. PP `r P NT LOT AREA LANDWARD OF WETLANDS - 16,965 sq. ft. 7' plx)POSE?I-j�Tof'Ujiw N� j :{ : t.:`.? .;• .....`. :;;:.;•'`. p foot DESCRIPTION AREA % LOT COVERAGE e pLON6� ,rttp p15�50.ft. :...lip:::::.:::::.::::•::.:.:...612 ." '�.:::•:..:.... o5E FENGE RIB ANTI pC�A:11h �i ii•Isis:......... ..: ........::::..::. 35"OAK I MPLIP�T G�Ap15T11R '''r:^i:::::•:..: t' •yHppE..., y HOUSE 2,370 sq. ft. 14.0% ' :.:.. :.: . ;...I4.:::: i x N PORCHES & c �' r '' `'� OUTSIDE SHOWER 381 s ft. 2.2% PALE GROWN FINE SAND SP U, + • o uto q• 'Y.= '05Ep / 1 ., f v$ �� J'yT�ot�?AT1O't9 0 �� mm POOL & COPING 512 sq. ft. 3.0% me So cj0, o a•� z o z o ::....... 17.3 TOTAL 3 263 s ft. 19.2% ............ EL 1.7' 17, �� S�` m 20"OAK ;....`++� pQ!?.:::::•: :;. z'^ m q• a z ....:•::•.:..:...:;;:;•::•::•: :::.:•..:: C � NO WATER ENCOUNTERED z N 10•OpK 10 OAK ':.::. :::.. ::: ::.:.....::' ::::•.. % ADJACENT rZ" 4 -HOUSE CORNER ADJACEIIT - 20° �' - DRAINAGE SYSTEM CALCULATIONS: APPRO' CORNER ° REMAIN - - - - HOUSE - 18.3- 18 _ o O OfP.Pie ' -16 fROpOsEp 1O,W1ve NON TUR�FHO tJE ROOF AREA: 2,750 sq. ft. R'/� .• TO oNOT�e�s'vefeT 2,750 sq. ft. X 0.17 = 468 cu. ft. EXISTING SEPTIC SYSTEM TOE ABANDONED 10.0 180 _ to"oAA AT� as 468 cu. ft. / 42.2 = 11.1 vertical ft. of 8' dia. leaching pool required (SYSTEM TO BE PUMPED CLEAN AND FILLED WITH CLEAN ___ SAND TRUCKED IN FROM AN APPROVED UPLAND SOURCE)Ts0.0 • -�"0 �• •�ii�3 OF SLOPE PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS ; �' .�1•. 22' AK' LIMB"OF pREVI0U5CSURRVEY BY�OHN CHEHLNERS LSR DATED ` :` • DRIVEWAY AREA: 1,190 sq. ft. 10" -�= 17"opK _ �14 1,190 sq. ft. X 0.17 = 202.3 cu. ft. 202.3 cu. ft. / 42.2 = 4.8 vertical ft. of 8' dia. leaching pool required �j s�07'IN 2/05/2021 AND N.Y.S.D.E.C. LETTER OF NON-JURISDICTION 14.3 16^OAK PREPARED 1 CCoga��'•MI IT R TRCE�SUR*DW AApBUOS t OATED APRIL 1, 2021, APPLICATION1-4738-04772/00001 /O Op - x -_ _ S:ty 24•C1 / -12 BY THE L LS.^JITMApRf5+I T� ® CONC. MON. •��o - - _ PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL FOR SUC USE RY R' TITLE ac1ATtDN.,r\� & fj !' 14 18"OAK 12.OAK 10"OAK ''00.0'0'0--14"OAK LD � � . r�. _;+ � �1 ;::�• -- -- �8. _- -1B'o�'-- 1�10 LEGEND g -- .16 - / PROPOSED FUTURE 50% EXPANSION POOL h i O 14"1 - OAK LAG 3 O - � - � '~ L FLAG AG 4 ® PROPOSED SANITARY LEACHING POOL ' �G 1 1 6 _- // FLAG 2 \ LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY -- COLE ENVIRONMENTAL SERVICES ON 10/25/2020 4 �� s PROPOSED FUJI CLEAN.CEN-7 67 -�~' - \ 0OQ TREATMENT TANK Svc - ORDINARY HIGH WATER MARK • PROPOSED DISTRIBUTION BOX . .S. Lic. No. 50467 S 89'57' " W- 101.61 SEAWARD EDGE OF MARSH PROPOSED DRYWELLS FOR ROOF UNAUTHORIZED ALTERATION OR ADDITION _ & DRIVEWAY RUN-OFF - OLAON OF TO 720R THIS 9 OFSTHEN EWnYORK STATE Nathan Taft Corwin III EDUCATION LAW. DEEP HOLE CREEK TREE TO BE REMOVED Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING EMBOSSED SURVEYOR'S SHALL INKEDO BE CONEAL SIDERED TREE TO REMAIN TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S.- IS PREPARED,AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New'York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 425 Montauk Highway East Quogue, NY 11942 (631)369-9445 www.ColeEnvironmenta[Services.com September 20,2022 Attn: Elizabeth Cantrell Senior Office Assistant Town of Southold Board of Trustees SEP 2 0 2022 54375 Route 25 PO Box 1179 Southold Town Southold, NY 11971 Board of eas Re: Updated Description (Plans dated September 13, 2022) Jerry Diffley 1050 Luptons Point Road Mattituck, NY 11952 SCTM No: 1000-11500-1100-014000 REMOVAL OF EXISTING HOUSE, DECK, DRIVEWAY AND CURB. CONSTRUCTION OF NEW±48.6'X±61.2' 2 STORY IRREGULAR HOUSE (±2,370 SQUARE FEET)WITH A FULL BASEMENT(±2,370 SQUARE FEET). ± 390 CUBIC YARDS TO BE REMOVED. CONSTRUCTION OF A±24'X±6' FRONT PORCH,AND A±21'X±5' REAR PORCH. INSTALLATION OF A±42'X±35' IRREGULAR STONE PATIO WITH A±14'X± 12'SHADE PORCH. INSTALLATION OF A±30'X±14' IN -GROUND POOL. POOL TO HAVE MAX DEPTH OF±7'. ±80 CUBIC YARDS TO BE REMOVED. PATIO,SHADE PORCH,AND POOL TO BE ON GRADE. ROOF RUNOFF DRY WELL TO BE USED FOR POOL DISCHARGE. REAR YARD TO BE ENCLOSED WITH POOL COMPLIANT FENCE. INSTALLATION OF A±4'X±4' OUTDOOR SHOWER. ROOF RUNOFF DRYWELL TO BE USED FOR SHOWER. INSTALLATION OF A±4'X±5'STOOP. INSTALLATION OF A PERVIOUS SEMICIRCLE DRIVEWAY IN FRONT YARD. EXISTING SEPTIC SYSTEM TO BE ABANDONED (SYSTEM TO BE PUMPED CLEAN AND FILLED WITH CLEAN SAND FROM UPLAND SOURCE). INSTALLATION OF NEW I/A SYSTEM IN FRONT YARD. NO PROPOSED GRADE CHANGE. PROPOSED 10'WIDE NON-TURF BUFFER TO FOLLOW EXISTING VEGETATION LINE AT EDGE OF BANK. ADDITIONAL NATIVE PLANTINGS TO BE INSTALLED AT OWNER'S DISCRETION IN BETWEEN WETLAND LINE AND 10' NON-TURF BUFFER USING HAND TOOLS. ALL TREES REMOVED WITHIN TRUSTEE JURISDICTION WILL BE REPLACED 1:1 WITH A NATIVE SPECIES. t7 A LATEST REV1510N FOR THE 2020 RESIDENTIAL CODE OF 15.00 WATER AND SANITARY SYSTEM 1115 Landings(Section R311)Stairways-a floor or landing to be provided at top and bottom- No landing required at GENERA t7L S r EG I F I GATI O N S NEW YORK STATE AND ENERGY CONSERVATION 1.05 Flashing-Aluminum flashing,lead coated,flash all wall penetrations. Flash top of an interior stairway provided door does not swing over stairs. Exterior doors-a floor or landing is CONSTRUCTION CODE OF NEW YORK STATE WITH ALL all corners. Flash all valleys,ridges,windows,door heads,and joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built required on each side of an exterior door-At other than the required exit door,a landing Is not required CURRENT 5UPPLEMENT5 materials.Termite Shield-Copper Kraft Paper in accordance with Suffolk County Department of Health. on the exterior side of a door having two or fewer risers. Egress doors-a floor or landing shall not be more 1.00 Survey data taken from survey: than 1 1/2 In.lower than the top of the threshold-At other than the required exit door,the elevation 2.00 SITE WORK 1.06 Caulking/Sealant-as selected by Builder. 16.00 MISCELLANEOUS different below the threshold of an exterior door Is limited to 7 3/4",provided the door does not swing over the landing(not applicable to storm doors).(Section R311.) 2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 7.01 Gutters and Leaders-.032"preflnished aluminum gutters. .024"prefinished aluminum 1 b.01 Extreme care and proper measures shall be used so as not to damage,bulge or tip walls due to anysuperimposed pressure,shoring,bracing,etc.,shall be employed 11.16 Emergency Escape and Rescue Openings(Section R310). Bllco enclosures with direct exterior access as required.All footings to bear on virgin soil,pressure assumed bearing cap 2 TSF. leaders.Color•white.To dr}uells(f required. until the full dead load of the building Is on the wall. Do not backfill against foundation permitted if In compliance with requirements. 2.02 Backflll and compaction-use clean earth containing no organic matter,well graded. 8.00 DOORS AND WINDOWS walls until floor system Installation is complete. 11.1-1 Stairway Treads and Risers(Section R311)Maximum riser height to be 7 3/4". Minimum tread depth Fill beneath structure shall be compacted to 95%density as per ASTM D 1557 02 Where drawings are In conflict with other drawings or details,the contractor shall notifyto be 10". Stairway width•stairways to be a minimum cf 3b"In width at points above the Method D. Backflll shall not be placed against the existing foundation walls until the 8.01 Openings for emergency use shall Include doors or operable parts of windows located 16. the architect for clarification. Do not scale drawings. permitted handrail height.Handrails may protect a maximum of 4 1/2"on one or both sides of concrete Is of a sufficient strength and the walls are braced at both top and bottom as to provide unobstructed egress to legal open spaces. Such openings shall not stairways. Minimum clear stainway width at and below the handrail height,Including treads and by framing lumber or temporary bracing. impede egress in an emergency,shall have a minimum area of 5.7 sq.ft.with a min. 16.03 The architect will not have control or charge of and will not be responsible for construction and landings,to be:31 1/2"with handrail on one side only,21"with handrails on both sides. height of 24"and a min.width of 20"with bottom of openings no higher than 44"above means,methods,techniques,sequences and programs or for safety precautions and programs Within each flight,maximum variation of 518"between greatest and smallest riser heights.Within 2.03 Drainage at footings-as required 4"diam.perforated plastic pipe to dry well if soil finished floor In all above grade stories.All glass within 18"of floor to be safety glass. in connection with the work. each flight,maximum variance of 518"between greatest and smallest tread depths.Stairways with conditions require it. Backflll shall not be placed against the existing foundation walls Grade floor openings should have a min.net dear opening of 5 sq.R. solid risers to have nosings of a minimum of 3/4"and a maximum of 1 1/4". Nosings not required until the concrete is of a sufficient strength and the walls are braced at both top and 16.03a. The contractor shall give all notices and comply with all laws,ordinances,rules,regulations for treads at least 11"In depth.(Open risers cannot permit the thru passage of a 4"sphere.) bottom by framing lumber or temporary bracing. 5.02 Minimum window requirements per room Is 8%of floor area for light and 4%for and lawful orders of any public authority bearing the performance of the work and shall promptly 3.00 CONCRETE ventilation. notify the architect if the drawings and specifications are at variance herewith. 11.18 Stairway Height(Section R311)Min.headroom of V-8"for stairways and landings. Headroom height 16.03b. Owner and contractor shall Indemnify and hold harmless the architect and their agents and measured vertically from sloped plane adjoining tread nosing or from floor surface of 3.01 Concrete work shall conform to American Concrete Institute Standard. 8.03 Doors and windows to be Insulated glass. employees from all claims,damages,losses and expenses Inc luding but not limited to attorney landing or any platform.accessible space under stairs to receive 1l2"gwb. 3.02 concrete shall be a min.3000 psi class 28 d 8.04 Entrance doors to conform to NYS Energy Code. fees arising out of or resulting from the performance of the work provided that any such claim, 17.19 Special Stairways(Section R311).Winders to have minimum tread width of 26". p @ days unless noted otherwise. Porches damage,loss or expense(1)Is attributable to bodily Injury,sickness,disease or death or to Injury Tread depth to be at least b 3/4"at walkline. steps,steps,garage floor to be 3500 psi. to destruction of tangible property(other than the work Itself)including the loss of use resulting there 8.05 Garage doors to be rated for curcent/applicable wind load. 17.20 Smoke Alarms(Section R313)Where multiple smoke alarms are required,Interconnection Is required. Rom and(2)Is caused In while or In part by any negligent act or omission of the contractor,any sub- Smoke alarms to be located,In each sleeping room,outside of each separate sleeping area In 3.03 Reinforcing Rods-ASTM A-on I soil conditions o s r ASTM A-185. Reinforcing contractor,anyone directly or Indirectly employed by any of them or anyone for whose acts any of them the Immediate vicinityof the bedrooms,on each additional storyof the dwelling,Includingbasements in footings only where tied the In soil conditions require,and where soil does not 8.0E Guards shall be provided In accordance with Section R312 may be unable,regardless whether or not it Is caused in part by a party Indemnified hereunder. located provide 2,500 psi or noted otherwise. and cellars,on each level in spilt level dwellings where an Intervening door Is located between 16.04 Architect Is not engaged for supervision In any capacity unless otherwise noted. the adjacent levels.An alarm located only on the upper level Is permitted where there Is no 3.04 Formwork shall be well braced true to dimension,level and plumb and foundation intervening door between the adjacent levels and the lower level is less than one full story below has been designed for grades less than 5%. 16.05 Contractor to obtain all permits and Insurance necessary to protect the architect and the upper level.Any alteration,repair,addition or conversion to an existing dwelling requiring a building the owner.Architect to be notified In writing of all changes prior to and during con- permit now requires that all sleeping rooms In the house be upgraded with hard wired&Interconnected 3.05 Vapor Barter 4 mil.polyethylene sheet lap all edges b". Membrane waterproofing struction.This drawing Is an instrument prepared to facilitate construction and shall not smoke alarm. shall be Installed on all sub-surface exterior foundation walls. be construed as a contract between the builder and the owner. Federal,State and Local 17.21 Handrails Size(section R311)Two methods prescribed with option of accepting handrail with zoning and building code compliance shall be the responsibility of the contractor. equivalent graspability.Type 1 rails-If circular crass-section,diameter of 1 1/4"to 2"; 5.06 Footings at different levels shall be stepped and the step rise and run shall be a if noncireular rail,cross-section of 2 1/4"maximum with perimeter of 4"to&1/4". Type If maximum slope of 1 vertical to 2 horizontal. 16.0E This stricture has been designed in accordance with the NYS Energy Conservation code, rails-perimeter dimension exceeding 6 1/4",graspable finger recess to be provided on residential code In NYS. both sides of rail,with specific dimensional criteria set forth in code. 8.01 Section R312 Window opening control devices shall comply with 17.00 4.00 MASONRY ASTM F2090 The window opening control device,after 11.01 All envelope systems shall be In accordance with the latest revision of the NYS Energy conservation code. 11.22 Handrails(Section R311)Located at 34"vertically above nosing of treads. Min.of one handrail operation to release the control device allowing the window required for stairs of four or more risers. Handrails to be continuous full length of stairs from a point 4.01 concrete Masonry Units shall meet A5TM G-90 grade A;solid block ASTM 6-145 to fully open,shall not reduce the net clear opening area of the 17.02 Fireplace construction shall be In conformance with Sec.R1006.Air leakage with glass directly above top riser of a flight to a point directly above lowest riser of a flight-may be Interrupted grade B. Shapes as required;28 days old before Installation. Minimum net window unit to less than the area required by Section R310. enclosure and doors outside air supply shall be provided as per Nl 102.4.2. by anew post at a turn,volute or turnout permitted over lowest tread. Guards(5ectlon R312) Railing is to be compressive strength of block to be 2500 psi, a min.height of 36"where porch,balcony,landing or raised floor surface located more than 301n. 9.00 FINISHES 11.03 Guard rails where required. (SectionR312) above floor or grade below. 4.02 Parging-1 coat Portland cement parging on above grade GMU. Sponge finish Y" at masonry walls below grade. el.01 Drywall-A"tapered edge g 17.23 D ding memoopping and beloFirew creatckinge (Section conceR302)aled Where a floor membrane above and sum board,applied,taped and finished as per US 17.04 The code describes the height of a building as the vert.distance from the grade plane to the r}w 9 gypsum PP P P ceiling membrane below create the concealed space In a suspended ng assembly,framing, floor Gypsum Company recommendations. Use water resistant type as substrate for avg height of the highest roof surface.Grade plane Is lowest paint of grade from any distance b'-0" to be provided under following circumstances:ceiling suspended under floor framing,floor opping 5.00 METALS telling as per NYS Building Code. away from house. framing constructed of truss-type open-web or perforated members. Materials for draRstopping 5.01 Anchor bolts shall be 5/8"diameter embedded 7"in poured concrete and 15"in 17.05 Attic access openings must be a minimum of 22"x 30"with a min.of 50"unobstructed headroom to be adequately supported and Installed parallel to floor framing members unless otherwise unit masonry. Min(2)anchor bolts per section of plate. 12"from each end with inter- 10.00 CAST-IN-PLACE CONCRETE above(R807.1) approved.,1/2"gypsum board,318"wood structural panels,3/8"Type2-M-W particleboard mediate bolts as per chart on seat A-2.. other approved materials. 10.01 All reinforced concrete shall be furnished and Installed In accordance with the 5.02 Metal Joist Hangers and Ty-Downs shall be used at all joists with direct bearing. current AGI-318"Building code Requirements for Reinforced concrete:' SEE HERS RATER 16 GA galvanized steel. Use all malls provided b manufacturer.B Simpson ore equal. 11.06 Stairway Illumination(Section R303).All Interior and exterior stairs to be provided with Illumination,including g P y - D 9 11.00 FOUNDATION NOTES landings and treads. Interior stairs light source to be in Immediate vicinity of each stalway landing ENERGY GOD E All framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairway section(minimum 1 foot candle). Exterior stairs light source to be In REPORT 5.03 Nails-number and type for each application as called for In the WFCM(see sheet A2). 11.01 The presumptive soil bearing capacity Is assumed to be(2)TSF for all footings. immediate vicinity of top landing of staiway(bottom landing for basement stairways). Light activation devices to be located at both top and bottom of Interior stairs;located within the dwelling unit for I,Peter Podlas Architect certify that these plans as modeled 11.02 Filled subgrade below floor and footings shall be compacted to be 95%of the exterior stairs(continuously Illuminated or automatically controlled also permitted). Exterior decks with meets or exceeds all requirements of the 2020 RC NYS& 5.00 WOOD modified proctor. staircases light switch at top and bottom of stairs. 2020 NYS EGGG and all current energy codes specific to the 11.07 11thenever an alteration is made to a residence,the entire residence has to have hardwired smoke local jurisdiction in which this home is built.I further attest that 6.01 Sill Plate- MCA treated to meet American Wood Preservers Institute standard. 11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed(Section R314). the certified Home Energy Raters report,adheres to the Termite shield-Copper Kraft attention paid to footings and other on grade prior to backfilling and enclosing the building. requirements of the 2020 EGGG as per his required submitted 17.05 Exterior frame walls with no fire rating of 0 hour have a min.fire separation distance of 3 ft.(Section R302). analysis and certification. 6.02 Floor,ceiling Joist,roof rafters and girders-same grade and construction as for 11.04 The maximum vertical distance measured from the top of a basement floor slab to structural lumber noted below(6.08). outside finished grade shall not exceed the following. 17.09 Landings at exterior doors. Type of Wall Height (section R311) 6.03 Bridging-wood cross bridging-as required by code.V-0"O.G. 8"block w/#5 rods @ 48"o.c. 8 R. 11.10 Light,Ventilation and Heating(Section R303)Habitable room to be provided with aggregate 8"block to(rods fo ced o.c. 9 ft. glazing area of at least 8 percent of the floor area of the rooms. Ederlor glazing not required 8"concrete(unrelnfo inf.) max unbalanced backflll hgt 7 R First Floor 2354 50.FT. 6.04 Roof Trusses-designed and manufactured to meet all applicable codes. Provide in rooms colt artificial light capable of avg.Illumination of b ft, candles at 30"above the floor. 8"concrete 8'wall(reinf.)#4@ 40"OC Vert.,#4 within tap 12"and at midpoint shop drawings sealed by a Professional Engineer;fabrication certified by engineer max.unbalanced backflll hgt 8 R. Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of Second Floor 1280 5Q. FT. prior to Installation. 6"concrete T wall(reinf.)#6@3b"oc vert.,#4 within top 12"and at 1/3 pts,max. the rooms. Total 3634 50.FT. 6.05 Floor Deck-5/8"plywood,standard C-D-X DFPA,direct bearing at edges. Provide Porch&Outdoor Shower 4"10 5(2. FT. X"plywood finish underiayment below all vinyl flooring or equal. Glue to Joists. unbalanced backtill hgt.8ft. 17.11 ceiling Heights(Section R305)Minimum ceiling height of T-0"to the lowest projection required for 10"concrete 10'wall(reinf.)#6 @34"oc vert.max.unbalanced backflll hgt.9 ft. habitable rooms. Minimum ceiling height of?ft.permitted for:hallways,bathrooms,laundry 6.0b Roof Deck-W plywood C-D-X DFPA,exterior glue. 12.00 MASONRY rooms,and basements Habitable basements areas,with reduction to 6-8"at beams,ducts and other 12.01 concrete masonry units(CMU)to ASTM C-90. obstructions. Minimum height of 6'•4"permitted In nonhabitable areas of basements and hallways,with Z This drawing has been prepared In accordance with the provisions of Title VI 1,Article 6.07 Sheathing-1/2"plywood G•D-X DFPA,exterior glue reduction to VA"at beams,ducts,etc. 145,Sections 1200-12o9 of the NYS Education Law. It is a violation of said law for 6.0b Wall Studs- 2 x 6. See framing and plans for spacing.All structural lumber shall 12.02 Minimum net compressive strength shall be 2,000 psi. any person,unless he/she a acting under the direct supervision of.licensed have 1100 fb bending stress;1,600,000 modulus of elasticity and max 19%moisture D 9 P 17.12 Sanitation(R306 and floor s Toilet,bath and shower spaces to be provided with to have professional Architect to alter any portion of this drawing t any way. If any part lof content,Doug Fir No.2 unless noted otherwise. clearances and clear floor space as shaven In Pig..above. Shower compartments to have this drawing Is altered,the altering Architect shall affix to the Item altered his seal and 12.03 Mortar to be type"N". compressive strength to be 2,000 psi. nonabsorbent surfaces to a minimum height of b R.above the floor the notation"altered by'followed by his signature,the date of alteration and a 6.09 Siding Synthetic stucco over Tyvek specific description of the alteration. 12.04 Provide"Dur-oi all"standard gauge or equal In all walls over b courses high. 11.13 Hazardous Locations(Section R308)Speciflc hazardous locations where 6.10 Plywood-all plywood used structurally shall meet the performance standards and 13.00 STRUCTURAL STEEL NOTES glazing to comply with provisions for human Impact loads: Glazing In side-hinged swinging doors C This drawing has been prepared for the specific project Indicated,and Is an all other requirements of applicable US commercial Standards for the type,grade (other than jalousies)Glazing In fixed and sliding panels of sliding door assemblies. Glazed panels Instrument of service copyrighted by,and the sole property of Peter T.Podlas,Pe. and species of plywood and shall be so Identified by an approved testing agency. In sliding and bifold closet door assemblies.Glazing In storm doors. Glazing In unframed swinging This 010&j I�may not be copled or used,In whole or In part,by any party without the 13.01 Steelwork In general shall conform to the current specifications for the design, doors. Glazing In doors and enclosures for hot tubs,steam rooms,saunas,whirlpools,bathtubs .�e<ressed wrl 6n'+cgnsent of Peter T.Podlas,PC. Infringements or any use of this 6.11 Provide double joists under all parallel partitions. fabrication and erection of structural steel for buildings adopted by the AISC. and showers.Where any part of building wall encloses such compartments,gla w ra.IJln1 .,,..I trer'jtu oses will be prosecuted to the full extent of criminal and vertically above standing or walking surface to be regulated.(5 ft.rule-5 ft.ab11ng ram�r-- (� y ,ti;. Al law. Posses9rcin c(an4 copy of this drawing not containing this notice or the 13.02 All structural steel shall be In accordance with the ASTM specifications,A56 surface,5 ft.horizontally out.)See Figure in 5ectlon R308 Ir"'r- 11 ,. r rctii egcE 1'��eaFar�d signatur in red Ink,will be grounds for prosecution. 6.12 Provide bl u r 1ht headers min.over any window,door opening er any opening with a strength of 36,000 psi. LLLL�tititi C LLL�� E-•; ,Fi she` be nlaster RIIng this plan writ any building department and shall with double uprights,9'-0"and overwith triple uprights,unless otherwise noted. 17.14 Automatic Fire Sprinkler System NOT required to be Installed(Section R313) .'v See Header Schedule A-2 - .4 n •.� earn the plan to not be\yalld,s f led and signed plans are good for one calendar 13.03 All connections except as noted on plans and details shall have bolted or welded ear from the date listed lad connections as In the latest edition of the AI56 manual. ai" 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood 1-beam5 and [ fs.pian Is;for.tha bull d of addIg,ess below and is for a one time use Dated LVL products or equal.All Joists,girders and headers shall have bearing stiffeners S L P O 16/l,2: Address:050 Lupton Point Road,Mattituck,NY installed as per manufacturers recommendations.Web stiffeners shall be required 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural 2012 i+ at all load and bearing points at a minimum. Handling,storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, RevleW Board `` `.components shall shall be as per manufacturer's recommendations. e'. 'l~`•` a.':; 1 ENERAL NOTES& _ plywood,roof trusses,and sheathing are In place. 1.00 THERMAL AND M015TURE PROTECTIONAIL PEGIFIGATION5 NOTICE:BUILDER'S PLANS Southold Town c 3;�� i� 7.01 Dampproofing,brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL {`-' ' 1� Karen&Jerry Diffle gradewalls. Also add vapor barrier as per 3.05. The contractorwaments to the Architect that he possesses the particular competen eandskmin Board of Trustees construWon nesessany to build this project without full engineering and architecture 14.01 Shall conform to the latest revision of the National Electric Code,the Local Power for the reason that the Contractor wishes to rely upon his own competence,the Contractor ar Owner 1.02 5111 Seal-1/2"x 5 112"compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has restricted the Architect's scope of profeaslonal services.in reliance on the contractors warranty 'r fQ L., PETER T.PODLAS and at the express request of the contractor or Owner,the Architect has under taken a limited scope r.�'. 1.03 Insulation-See Building Section&HERS Report 14.02 Provide clock type d4rilght thermostat. of professional services.The concoction documents provided by the limited-Aces shall be termed ARCHITECT (D "BulldersPlans'in recognition of the contractors sophistication.eonah eon will require that the 9a%IpSa.rtEMSENBURG,NY 11"ap 63ta]40�9 contractor adapt me"Builders Plans'to the field conditions encountered and make logical adjustments 14.03 Provide smoke detectors as per NYS building code. In tit,form,dimension and quanelythat are treated only generally by the"Bullders Plans'.In the event DATE 09/16/22 /�� 7.04 Roofing- EPDM flat roofing material additional detail or guidance Is needed by the Contractor a Owner for concoction of any aspect of 1050 Lupton Point Road n 14.04 Kitchen and bath to have exhaust fan as per NYS building code. the new project,he shall Immediatey notify the Architect Failure to give a simple notice shall relleve the SCALE:A5 NOTED Mattituck,NY P g Architect of responsibility for the consequence. Pagel of Double Plate Splice HURRICANE SHUTTERS GENERAL 5PEGIFICATION5 UNIFORMGODEIAL UPP EMENT52020 CODE OFyINGLUDNGLA EST ENERGY CONSERVATION CONSTRUCTION CODE 4'-0" The General Contractor Is to provide the SUPPLEMENT For exposures"B","G";'D" 4,-0„ Plate structure with 1/2"COX plywood panels w/ [NY]R101.7.1 Amendments at New York State code rooks. Building Dimension 62x48 Min.Splice Length re-drilled holes for fastening screws for all P 9 In Chapter 1,the term'New Yoik State code books shall Include the Resk!entlal Code of New York Slate(Ile.,this publication),the BWld/ng We of New YorX State,the Ground snow load 20 Flood Zone Windows and Doors.Panels to be P1umbng Code of New York State,the Mechanical Code ofNew York State,the Fuel Gas Code cfNew York State,the Fire Code of New York State,,the Property Maintenance Splice numbered and stored on site in a dry area. Code of New York State,the Existing Building Code of New YorkState,and the Energy ConsemHon Construction Code York Mate.Provisions In any ono or more of the YJind Speed 126• (13)1 bd ea. ('uAndspeed.atcoundl.Org) Exposure B Use#8 Wood Screws-2"embedment: New York state code Docks may be emended from Ume to time by amende,r er NYCRR Parts 1220 i o 1 o't is o NYCRR Part deemed as b references ty in s to and bl cation er as side of splice TO amended from lima to Unit.If this publication is now or hereafter so amended,references to Ws ub caUon to his code she l be deemed to Da references to his publication as Topographic Effects on Special Wind Region NO P 16"OG for 0'-4'-0"Panel span P P - P_ Wind lung Debris Zone No Seismic Category S below plate 10"OG for 4'-0"-6'-0"Panel span so emended.If any other New York State code book Is now or hereafter so amended,references In this code to such other New York State code book shall be deemed to be Air Freezing Index 599 Nleathedng Severe 2<' ''^' 8"OG for 6'-0"-8'-0"Panel span references to such New Yore Stale code book as so amended. Frost line Depth 36' Termite moderate to heavy - W)nter Design temp 15 Mean Annual temp 51 1 Section R905 Wind resistance of asphalt shingles.Asphalt shingles shall be tested In Ice Shield Required <8112 24",>8112 36' '• "' Use#10 Wood Screws-2"Embedment: accordance with A5TD7158.Asphalt shingles shall meet the classification requirements of Bottom 1 b"OG for 0'-4'-0°Panel span Table R905.2.4.1 for the appropriate ultimate design wind speed.Asphalt shingle Ceiling Live Load 20 PSF plate packaging with- 2nd Floor Live Load 30 PSF TOP VIEW" r r�"�'" � 12"OG for F-O"-6'-0"Panel span REQUIRED CLASSIFICATION (Table RgO5.2.4e1. Exception:D as asphalt shingleses not 9"OG for 6'-0"-8'-0"Panel spanP 9 15T Floor Live Load 40 PSF "'-' included in the scope of ASTMO7155 shall be tested and labeled to Indicate compliance Exterior Deck Load 40 PSF wind with A5TMD3161 and the required classification in Table R905.2.4.1.Table R905.2.4.1 - """- '-------------- -Avg.Dead Load provides classification of asphalt roof shingles. all 10PSF Notes:Anchor bolts to be 1/2"dla.48"oc and a min.of'I"embedded Into concrete, w„5 spw tzam,wh i max.12"from any corner and splice,min.2"from edge of sill plate.Anchor bolt washer to be 3"x 3"x 31 ib,max.1116"oversized hole.Use hot dipped anchor bolts zsy;•,.•Mm ___ a7v>nd,-___________, Section R804 Gelling diaphragms.At gable endwalls a ceiling diaphragm shall be provided Spans Exposure B,C,D Douglas Fir#2,Fb=850.psi,E=1,600,000 and washersin all Rood zones.Double up all 2xb sill plates and lap bottom splice with Isayafi•wR ---se vroon - - I by attaching a minimum Y2 Inch(12.7 mm)gypsum board or a min.3/6 Inch wood structural top plate and spike top plate to bottom plate with(3)16d common nails each side of lice"m14R1 __� b azewNG- ��- Pax mmR panel sheathing,that complies with Section R803,to the bottom of GJ or roof trusses and 2xbsplice In lieu of having both anchor bolts within 12"of splice on the bottom plate. 4 % �. 51� connected to wall framing In accordance with Figures R804.3.7.1 9(1)and R804.3.7.1(2), 2� 2iI2 (Note:the bottom plate splice must have a least one anchor bolt within 12'from its ,ems �` lrrtwoR unless studs are designed as full height without bracing at the ceiling. Flat blocking shall Rafters 12"oc 12-6 15-10 19.4 22-5 end) R602.11 j lmauoR �' G consist of C-shaped or track section with a min.thickness of 33 mils.For a gypsum board 16"oc 10-10 13-8 1b-9 19-5 //sN9ers i PrBu+erER sheathed telling,the diaphragm length shall be In accordance with Table R804.3.7.1.For a Glg Joists 12"oc 15-0 19 -0 Eta-1 23-3 26 a wood structural panel sheathed telling,the diaphragm length shall be not less than 12 ft. 16"oc 13-0 16-6 20-2 26.0 d for building widths less than 36 feet or not less than 14 ft.for building widths greater than or 1 st Ft.Joists 12"oc 10-9 14-2 18-0 20-11 .. TYPICAL SHEET equal to 36 R.The ceiling diaphragm shall be secured with screws spaced at a max b lb"oc 9.9 12-9 15-7 18-1 Inches oc at panel edges and a max 12 Inches or In the field.The required lengths In 2nd FI.Joists 12"oc 11-10 15-7 19-10 23.4 SNFATaLnoo Table R804.3.7.1 for gypsum board sheathed ceiling diaphragms shall be permitted to be 1 b"oc 10-9 14-2 17-5 20-3 Table 602.30)Fastening Schedule multiplied by 0.35 If all panel edges are blocked. Multiplying the required lengths In Table R804.3.7.1 for gypsum board sheathed ceiling diaphragms by 0.9 shall be permitted if all NUMBER AND TYPE - 16d common(3 1/2'-0.162• panel edges are secured with screws spaced at 4 Inches oc Table R804.3.7.1.Provides ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER°•u•` SPACING AND LOCATION ;Bottom plate to Joist,fim Joist,band Joist or I Sit (�2• ) 16'o.c.face nab the required lengths for ceiling diaphragms at gable endwalls gypsum board sheathed,with Roof 14 'blocking(not at braced wall panels) 3'-bore V n x 0.135°);or 12'o.c.face nail l a Gelling height of 8 feet. 3'•0.131°nails 4-ed Dox(z'li•o.7t3•)or 1 Where wind is 130 mph use Solid blocking Q 1st two end bays 3-16d box(3 12•0.135'):or 3 each Is-e.c.face nail I Section R905 underla ment and high winds. Underla ment applied In areas subject to high 3•1a common 2'.Z x):or ;or blockin Date to Joist nth Joist.band Joist or 1 of END WALL ck ng.OG.Blocking to receive a min.of(2)8d Q y 9 y PP t 9 1 Blocking between ceiling Joists or rafters to top plate , ( � Toe nail ' 15 blocking t braced wall anal 2-i6tl common(3 f�x 0.1627:or 2 each 16'a.c.face nail each end of bl0ckin winds above 140 mph, g pp i3-1atl box(a•x o.1z8`):or g(- panel) 4-3"x 0.131"nalis 4 each 16'a.c.face nall ( g' (121) p,In accordance with Figure t e manufacturer's shall be applied with 13.3'x 0.131'nails -- � CAnOsiOn resistant fasteners in accordance with the manURdctOfer'S Installation Instructions. --- 4-8d box(2/{x 0.113�;or •o• Fasteners are to be applied along the overlap not farther apart than 36 Inches on center. 4-etl box(2'y x D.113');or I3-16d box(31/2 x 0.1357;or Underiayment Installed where the ultimate design wind speed equals or exceeds ISO mph I3-8d common(2'l2-Gl3n;or 4-8d common(2+y'•0.131');w Toe nail shall comply with A5TM D4869 Type IV or A5TMOb757.The underia ment shall be 2 CeNngJoists to top plate 3-10d box(3°x 0.128');or PerJoist toe nail wmd P y yF y 470d box(30•0.12e7,or wm sPRe '126 va:� attached In a grid pattern of 12 Inches between side laps with 6 In.spacing at the side laps. 4-1 •box0. (3 nails I 76 Top or bottom plate to stud 4-3'x 0.13P nails _ __ ,o,r.,4" ';av,y, Underlayment shall be applied as required for asphalt shingles in accordance with Table 4-1 Get box(3'x 0.128';or ( 3-16d box(3%x 0.1357:or ,2$_um svv., R905.1.1(2)Undedayment shall be attached using metal or plastic cap nails with a head Gelling Joist not attached to parallel roftec laps over 2-16d common 311°•0.162 or 3 aNUons see Sections R802.3.1.R802.3.2 and 316tl common(31/2'-0.162`;or Face nail ( 2 End nail S°+`"'""' °'v'"✓' dial Of not less than 1 Ile with a thickness of not less than 32 gage sheet metal.The cap P I ) 3-tOd box(3°x 0.728°);or loll yam MRl ;lodvmm, nail shank shall be not less than 12 gauge with a length to penetrate through the roof Table R802.5.1(9)) 13.3"•0.131'nails Seismic - -- - -- - - Sheathing or not less than 3.4 inches Into the roof sheathing. Exception:As an alternative, 4$••D.t3t°naps ,3.1od box(3'•0.128`y,or s4 n,rs adhered underiayment complying with A5TMO1970 shall be permitted.R9O5.16.7 wind Carting Joist attached to par4nel rafter(heel joint) ' 17 ITopplates,laps at comers and intersections 12-16d common(31/2.0.162"y.or Face nail ;c Oa9 resistance.Photovoltaic shingles shall be tested In accordance with procedures and 4 (see Sections R802.3.1 and R802.3.2 and (Table R802.5.1(9) Face nail I3-3`x 0.131'nails Ir. 116 acceptance criteria in A5TMD3161.Photovoltaic shingles shall comply with the )Tahln RM75IIR.1' I I3-ed box(2112 x 0.1137:or r° '.4 classification requirements of Table 905.2.4.1 for the appropriate max.basic wind speed. 14-10d box(3°x 0.128'Y,or I !z-ad common z'f••0.131 or Is"' '°n7 - ___- Photovoltaic shingle packaging shall bear a label to indicate compliance with the i l 18 Ill-brace to each stud and plea ( 2 �' Face..If ono procedures In A5TMD31bl and the required classification from Table R9052.4.1. Collar Ue to rafter face nail or ll/a••20ga.ridge soap to J i I 2-tOd boz(3'<0.128');or 7L --- -------- ---- P q 6 rafter 3-10d common(3'•0.148'):or Face nail each rafter I 2 Staples Of," I t - a,az - - -_---- ----- '--- Section Rooftop I I I IT, ect on R905 Roo p-mounted Photovoltaic systems R907.2 W nd resistance.RoeRop- a3^•oe31°nabs I3 ed Don(21ff•D.113't or roe --- la t9 mounted photovoltaic panel or modules systems shall be Installed to resist the component 3-16d box nails 31/°•0.13s or 2-8d common(2'/Z•0.1317;or -- - - --- ---------- and cladding loads specified In table R301.2(2)adjusted for height and exposure in ( 2 4' 2 toe nails on one side and 1 toe nail 19 7'•6'sheaWng to each bearing Face nail Pon„ :a.,s 3-tOd common nails(3'*0.148"j:or ;2-10d box(3'x 0.1287;or F�a - -- �s----- -- -------- accordance with Table R301.2(2). 6 ,Rafter or roof truss to plate on opposite side of each rafter or I 3 -- --- 410d box(3'•0.128'):or I 2 staples,1'crown.16 gel,1/<long I 4-W•0.131'nails wss' c3ad mz 21 I=11.od - Section R602 Wall anchor BOLTS-1/2"DIA- late washers not less than 3'S3 xElll b". : i � ( h'"0.1137:or I P 4-16d(a'/z•0.1357;or I 1 fa-ed common(24i•0.1317;or Max bolt spacing shall be 48"oc for two stories In height,72"oc for one story in height. 3-10d common(3'1y•0.148•):or , 1 3-10d box(3-•0.128 k a 4-tOct Dox(3'•0.1287;or Tea nail 13 staples.1'crown,l6 ga.,13/4'7ong - _- R602.10.8 Roof Rafter ties to wall 7to ritlge,valley or hip rafters or roofreRar 4-3'•0.131'nails j l 20 V•8'and wider sheathing to each bearing 'Wider Nan 1'x 8" Face nail aea) R602.1 Wail bracing as per n02.1 /`/\^pY� I''pr��'d __-__--.. . V V to minimum 2"ddge beam 13.16d box 3'/1 x 0.135);or �4-Bd box(2'/2"•0.1137:or T II 12-16d common(311�•0.162"):or '3-8d common(21/z•0.1317;or 13-10d box 3'•0.128'):or End nail 3-1Cd box(3'•0.128');or ( i4 staples,1'crown,16 go.,1s/e'long Rafter or Truss Uplift Connection Forces From Wind --_-- 13-3'x 0.131'nabs I _ (Pounds Per Connection) r I16d common(3'1Z•0.1627 24`o.c.face nail)anels 10d box(3'x0 - -- - B Stud tostud(notatbracedwall P rich RwfPllch RealFach Raelf'.A _P.. SEP 2 0 2022 , .128');or 76'o.c.face nail <sa2 asaz <sa2 azaz 46:12 as:1z <s:u i5:t2 <s:n issz '30.131'nabs '16d box 3l/^•0.135',or •--- --- -- - - -- -__ �.._-.__ ...... .... .. _ - _ 13 ae 43 59 53 7a 6i 95 a6 1Z1 113 Stud to stud and abutting studs at Intersecting wall corners 1 ( 2 ) 12'o.c.face nail to 59 a 74 a6 e9 al -122 _112 157 146 l 9 13"x 0.731°nails [NY[TABLE D101 -- - (atbmcedwailpanels) i_ 3x Tt 62 se J » toa sa i49 tad 152 17a - - --- r_16d common(3112•0.162-) 16`o.c,face nail DEGREE DAY AND DESIGN TEMPERATURES-FOR CITIES IN NEW YORK SPATE 2a 79 IS ss J ae 121 1. 167 ry 216 111 S[)u(floid Town ----- Ir ,2-a.c 16d common(3'/1•0.162q 16"o c,each edge face nail 3z E6 75 te9 I 97 IN 12D 185 170 No 22z Board Of TNstees 1 10 Built-up header(2 to 2`header Win 1/z spacer) , HEATING DESIGN TEMPERATURES I tK az uo rob tab 132 zo3 f86 26a 24d 16d box(3 fs x 0.13Y) l 12'o c.each edge face nail I I 15-Bd box(2%•0.1137;or I DEGREE Winter Summer 43 loss 92 135 120 166 N9 Me zit Ma no ! 11 Continuous header to Stud I4-Bd common(2112 x 0.1317:or Toe nail J DAYS DEGREES da ,18 toe 15, 1. 'as 166 255 SSG me 31, 4-10d box(3`x 0.1287 (yearly Dry bulb Wet bulb NORTH 12 e4 57 7a m 93 as 126 117 161 +Go Unauthorized alteration or addition to this plan Is a --- --- STATE STATION b total) 971/eh 21/2% 2112% LATITUDEc 18 78 69 ea as Ila Ice 162 f49 2m INIt Violation of section 7209 of the NY5 Education Law lad common(31/2"x 0.162) 16'o.c.face nail_ 24 64 92 to 105 1" IN 199 tat 255 237 12 Top plate to top plate i10d box(3"x 0.128"):or Alba 6.875 -1 88 74 42°50' 28 tc9 92 i°2 u7 181 t45 221 203 ter zas Copies span not caring the Architect's red Inked seal and 3••0.131'nalls 2°o.c.race nail n) s•os. signature shall not be considered to be valid and shall not be valid _ 32 125 tat 145 141 1]e 160 ai6 226 319 295 -- ----`----- --- Alban��{ 6,201 t 88 74 az°50' for construd(on. 8-16tl common(3'/2•0.162'�:or ----- --- -i 1 36 tza /0a t60 J +d1 t91 t76 270 247 35f 325 Double top plate splice for SOCs A.D2 tiro seismic braced '12 led box(311 •0.1357;or a tat izz 1. J 165 221 tsa 30a ze+ 399 370 _�_C_There shall be no master filing of this plan with any building i -11 En.spacing 25' I72-too box 3'x 0.128';or 1 Binghamton 7,286 1 83 72 42'10' ea t57 la3 201 na 2as zxf 343 314 a47 dt4 ~< cje aPtment and shall deem the plan to not be valid,sealed and P 9< I ( ) ,Face nail on each side of antl Joint 1 y" .� P. �<- I 13 2-3'•0.131'nails mNimum 24'la s lice len th each i i 51 I ( P P 9 Buffalo 7,062 6 65 73 43°00' i fz ss Es ua 106 mo ua 19a iT6 2aa zz6 5,1t C' gn8'd plarrs pre good for one calendar year from the date listed 1 Double tla plate splice SDCs Do.DI.or 02;and braced alom of endjoinl) will 12-16d 311'x 0.135 NY(Central 4,671 is 89 75 40°50' ! (4`�C r V` This,pl Is for �building lot address below and is for a one ( 2 SimpsonHurriraneTiesH2A;Uplift575, H6• Uplift950 V` tine specing I-' I pry Park)d 7 a - r time.use ated:09R16l22. Exposure"G" �`� ,(-} Address}0 Luho%Road,Mattltuck,NY TABLE R602.3(3) NY(Kennedy) 5,219 15 87 75 40°40' REQUIREMENTSFORWOODSTRUCTURALPANELWALLSHEATHINGUSEDTORESISTWINDPRESSURES°• �SPAOINR I L24 R°ol Pikh . P4cn Roof Prxh R°°f Pl¢M1 ~-Ra°P NY(LaGuardia) A811 15 89 75 '40°50' <e ":,1 < 1 z '1 45:12 I'm _I ax12 <sa2 �, <.,' ]•-,t i GENERAL NOTES&HIGH WIND 9s no 1m 126 ±tit Is, 11, tse 1%2 ISPEGIFIGATION5 ' I MINIMUM ULTIMATE DESIGN 43a70, 99 x e• MINIMUM W000 Rochester 6,748 5 88 73 m m +4t ,m +w u, xra tss zit 242 )• ♦ - MINIMUM NAIL PANEL NAIL SPACING WIND SPEED Va k I STRUCTURAL NOMINAL MAXIMUM WALL 4 \\ . PANEL STUD SPACING ' (-Ph) 14e fY, ,7] I6a S00 fe9 2°6 3]9 3,7 2% 2.�fR`�\]\Penehation PANELSPAN !THPANE 55 itches 5chenecladydl 6,650 1 87 74 42'S0' IS a"i, r1 RATING g ) Edges FIaId WlndexposureeMegory i2'OC' ad 160 zts 199 2ui59 3�ota 331 2% �e i lt y ; � / . en&Jerry Diffley (inches) ; (inches) (inches o,c.) (inches Syracuse 6,756 2 87 73 43°70' t°O.C.) B C 0 185 237 219 274 29a a53 3x9 6d Common I ° ... .. =9 21a Is, I. 312 299 4M ]5 499 456 • 't V• J 75 24/0 1 -/s i6 J fi 72 1a0 t15 1t0 w z% a]4 aoz xre ]41 .1 1. dm San za r��'' -' PETERT.PODLAS 12 1. "1 141 136 ,fig "1 214 201 111 G a Common -' - -- -r C�y . ARCHITECT O Bd Common 7 16 6 12 770 140 135 to 161 'a 1. .11 .1 2P 259 .2 szx RITE ,1 T[C�� 0X 1050,REHSENBJRG,NY 119e0 rats2so9z9 2.5°•O.t31' 1.75 24116 /r - -- tee 0�1b/P.2 ,�" ( ) I 24 6 12 140 115 110 xio Ise cIG Fm5(ihxn"25 d mn fx§Par rom='.l4]rda L- K '2a2 259 2. 299 m 3W 355 i6 a% 1s.a4. 1050 Lupton Point Road a Pa+el.ee°ga a<a 4ary a7 rmram,aar m wcamta rwe-r/r-, aneao-.,ry.,e swv spatW mwe:-.n t6 erf,ea m ce+ta Nat Ca aplde0 mR Wa"'a'+•-nS'A solo gryerd<°ar m a 2zs Ser zss 11 on en 31 s9 ds6 SCALE:Ass NOTED Mattituek,NY - Six sss 2:e ao: aro' 4IS dos scd s,r279 1. Me 415 39d Say 1. 660 a22 a45 464 d]a 599 S59 74a fief pool 30'x 14'w/12"coping covered Porch 4 16 ara' SHADE 3aa• 21•-a. STRUCTURE ¢ � PATIO _________________ o- GRADE +'-1• ELEVATION20.5 ELEVATION 19.5 M'BDRM BLUESTONE PATIO Ir--------------- I o- s I I I I I I I I I I I I 3T-e• 3P II II 4 [ � ¢ II II 4 15' ❑ Ptl-0' ❑ I I I I I I I I e ❑ °" ® 370 I I I I 4 —J i i I FF ELEVATION 21.5 a 'v d WALK IN a ® BATH#2 S § I I m TN IIIIIIIIIII IIIIIIIIIII ------------ IIIL---J1III IIIIIIIIIIII IIIIIIIIIIII Mlr-B• <k saw s) zr 6IIiI d L(ma°n•°-Iw'wVo`•"` aI iN-G pool --- mi -_2BT 0 4•-t• �Qt WAL K IrN-r6am1 @\ F——— OvFD ———————————————————————————— equipment DINING 4'x4' OUTDOOR SHOWER KITCHEN P•a a l• o ( BYOER) 910 LAUNDRY 4GL 24T0� ----------- 3mo UDRM Po GL e � m F-R,Zy ENTRY 5 4 OFFICEe1BATH 2 W P 3T/4R NTRY GL 2810 20T0 W" II II I I I I I I I I D❑ m § I I I I 6,1• Front Porch II r----------------11 e r r II r------------------ J ---------p IIIr— ---------------- — a -----------I I M m ----------1 16'q T.]' b— 14•.0` rs ]r.a• ls•-lo• z-r LIVING AREA '-- B 235b 50 FT D 61'-r PROPOSED FIRST FLOOR SCALE:3/16"=1'-0" V E i FOUNDATION PLANSCALE:3/16"=1'-0" S E P 2 0 2022 2Xb MCA PLATE WI _ - 2Xb 5TUD5 TERMITE SHIELD 8 SILL A Southold Town 16°OC Vi!R21 SEAL 5/8"VIA.ANCHOR ••y �` BOLT 30'OC. /"'"" "pp'•`-'`'= Board of Trustees 2Xb MCA Plate ✓' c 0 A n U h/ �•J�•. W topper kratt termite shield j/ 8 sill seal 8 - 2x6SHOE TECO 2X12 Lag Q v x (see chart) to'PO FON floor&`oundation Plan WALL P-10' (2)2X4 MCA PLATE Sl8° 4/ s'_.. DIA.ANCHOR BOLTS 10"FDN ALL MJO T POCKET ,` :K renA&Jerry DifFley M &DECK LEDGER v 7 �13EjeR T.PODLA5 "JfARGHITECT B\D�%ypo,REMBENBUFG,NY 11960 631-9PSLR9 k)t DATE 1050 Lupton Point Road SCALE:AS NOTED Mattituck,NY Page 3 of 5 mom FLAT ROOF DECK OVER MASTER BEDROOM BELOW - EyPlDeticsD,un syMetic sDvro 286D 766D aP-0' 9'-T Sa• 14'-S' FLAT ROOF DECK a OVER KITCHEN CATHEDRAL CEILING LT BELOW BELOW OVER LIVINGBDRM#2 FRONT ELEVATION SCALE:3/16"=1'-0" ROOM 15•-2- a-6• a D-1 2466 BATH i B#4ATH #3 a BDRM#4 2466 2668 ❑ ® ❑ � DN 1 ]660 LP Open Area 1D S t, 266b BDRM#5 FIN2NDFL00R LG ]460 _ 9wtluticSNvo - GL 2060 -- W.L— 5'S Open to s'.r BATH below #5 4a• ❑ Ldo PRO1?05ED2ND FLOOR 50ALE:3/16"=1'-0" FIN 1ST FLOOR 9 510E ELEVATION SCALE:3/16 =1'-o" ❑ ❑ ❑ ❑ 0❑ El FEDEDLDDDLEE] ® ® /'ROOF VENT -3'ROOF VENT 4 4'ROOF VENT AI 43'ROOF VENT RDaF - REAR ELEVATION SCALE:3/16"=1'-0" D � � � � ®�5� �['L��j�j BATHYa EATH C3.'��'�1' v E 117 I I i i5. jY 2ND FLooR S E P 2 0 510E ELEVATION SCALE:3/16"=1'-0" r 1 3, r s 11m r 2022 Southold Town Board of Trustees IUT. ' swnlln _ •t t` y < 4'p r(�i _ __-ti f I-1 LAUNDRY L `A•�-,''� � `t I ' ~ Q•• __ y - �4!lng'r:levatlons - 112' 11. 11? 11? till 15T FLOOR . 5• r S• S' 1\ J� L.0 aren&Jerry Diffley F q PETER T.PODLAS, G.O. �O: 0 7 � � ARCHITECT O FAV _ BOX1PaD,PEM6ENDUR6,HY 119E0 631-9]D-0Rq 4' PLUMBING�50HeM�ATIO 1050 Point Road ro suFFOLc SCALE: NaTF�R... MaHituekuck,NY NTS couNTYAFFRavED Page 4 of 5 SEPIIG SYSTEM --------------------------------------------- I ---------------- ----------------- - ------------- I tj I I HT I I I I I I - I I I I OIL I I L-----� I FULL BA5EMENT I L_--- N m I 1 w I I w I I I I I KITCHEN I I s O I I BEDROOM DINING — c2)2x12 —l I LIVING N I r—N--------- I r------------------------� I I I I I I s l 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 I I 2X1016"0c 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 I I I I I I r--- I I EXISTING FOUNDATION PLAN I L----- I I I I I L--------------- I I I I I I GARAGEBEDROOM SLAB I I I I I I I I I I I I I I I I I I LIVING AREA I I I 1025 so FT I I I I I I I I GARAGE L——————————————J EXISTING FIRST FLOOR PLAN L--------------- ---- ' I I it I ' I I it I ' I I it I ' I I it I Existing Conditions ENTIRE HOUSE TO BE DEMOL15HED x ri 'rr _ X /y 4Y:r:w 7g, .:,.k ... /..i.: {^.�K— ")i�„ .........>h- .. ...,..... .:.....::... . -✓-.._. .,: .,� •;'. s -.•:.c'."'S;.i�.^'s I r.'.rn ,..r:../�`��r �:;.: ,i:x�.r;.yt;},a, , rf,d... ,..../-1.>,./ ✓✓.-n.:.;.;• nv...:._iot x [4?.� ,M.s .:.d. �I':"'.:`:•` _ _ _ -��4i2'Y.: - A.'v� _ {'//%r ty1, _ .t:,ri .. V ,,,. i„•. /, /.... ......... „ I m, .... ..... i ...',T.Y. ,., .3"S ,yp,� /l ,'rY' __-. Y %'..� _ _ _ _ _ _ �j//,fir//�, M1i .•r --.--< ,�,,. ,•� ; t � , -__-__ ;,' __-_ -----]- ,/•; r, .�_ _�/;; %5:r' �" �k Southold Town r Y Y Board of Trustees ,r wh_ j It diflons :s i J ill JCare &Jerry Diffley — —`_— '�'T4 •"� ;..7 2+ �` TER T.PODLA5 TF OF N t.+� ARCHITECT O ,/ BOX 1MaE.REMSENBURG,NY 119L0 631-31Bd<19 DATE 09116/22 1050 Lupton Point Road SCALE:A5 NOTED Mattituck,NY , `✓ Pa e5of5 Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President ` 54375 Route 25 ' P.O. Box 1179 Eric Sepenoski � ` "f Liz Gillooly afl, " " N, Southold,NY 11971 Elizabeth Peeples k Telephone(631)765-1892 ' Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: Cole Environmental Consulting on behalf of GERARD & KAREN DIFFLEY requests a Wetland Permit to demolish existing dwelling, deck, driveway and curb; construct a new ±48'6" x ±61'2" two-story irregular shaped dwelling (±2,354sq.ft.) with a full basement (±2,354sq.ft.); remove ±387 cubic yards of soil for the full basement; construct a ±24" x ±5' front porch; a ±21' x ±5' rear porch; a ±4' x ±5' entry stoop on east side; install a ±40' x ±35' irregular shaped stone patio with a ±15' x 15" shade porch; install a ±30' x ±14' in- ground swimming pool with a max depth of±7'; proposed, patio, shade porch and pool to be on-grade; install a drywell for pool discharge; install a pool enclosure fencing; install a ±4' x ±4' outdoor shower; remove ±80 cubic yards of soil for pool excavation; install a pervious semi-circle driveway landward of dwelling; existing septic system to be abandoned (system to be pumped clean and filled with clean sand from upland source); and the installation of a new I/A OWTS system landward of dwelling; there is no proposed grade change. Located: 1050 Lupton Point Road, Mattituck. SCTM# 1000- 115-11-14 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.: ` " 6 '4 . 0 l y Present Were: ✓ GVL. Idsmith -/N. Kr ski /E. Sepenoski Gillooly °V E. Peeples , F ; 9 fi u 3 �S e u a+ Y J Itp��P J d O _4 C .p �1 Oo r 'a) A 0 0 0 a j, a li fir °, r �' ".,AV sdrr p ir KW �f w OF eV, � �� a oo III" ° w. � 4 �•m�W r n ".. yy r W" m , r. ! ✓ ",mx � " CO a y. wya p 'r km 4 W ,gyp ✓r ti "I rl <m n^� „. +.M; �%`, ,� � A rim w r �, �� }✓�„ r r y N IR C a6 w p �W F. m zr ; M/, z of y A n rm a e„✓jmL a - -15 0 n �/Of'�II � fi f „ m �i w 6'if y ;�,✓, r i�.� f. INK 07 ta 7 j i J W r II �rV � t m ry v ^I� n o y r4,w M� IVY R d m IN °r d4 o u Y 1 Y Y � ]C O O/ i � vt / Q TM' / 2 m rY (I I" 1 OO,,�� A LATEST REVISION FOR THE 2020 RESIDENTIAL CODE OF 15.00 WATER AND SANITARY SYSTEM 11.15 Landings(Section R311)Stairways-a floor or landing to be provided at top and bottom-No landing required at O F N E RAL 51f7 EG I F I CATION 5 NEW YORK STATE AND ENERGY CONSERVATION 1.05 Flashing-Aluminum flashing,lead coated,flash all wall penetrations. Flash top of an Interior stairway provided door does not swing over stairs. EAerfor doors-a floor or landing is CONSTRUCTION CODE OF NEW YORK STATE WITH ALL all comers. Flash all valleys,ridges,windows,door heads,and joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built required on each side of an exterior door-At other than the required exit door,a landing is not required CURRENT SUPPLEMENTS materials.Termite Shield-Copper Kraft Paper In accordance with Suffolk county Department of Health. on the exterior side of a door having two or fewer risers. Egress doors-a floor or landing shall not be more than 1 1/2 in.lower than the top of the threshold-At other than the required exit door,the elevation 1.00 Survey data taken from survey: 1 b.00 MISCELLANEOUS different below the threshold of an exterior door Is limited to 7 3/4",provided the door does not swing 2.00 51TE WORK 1.06 Caulking/sealant-as selected by Builder. over the landing(not applicable to storm doors).(Section R311.) 2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 1.01 Gutters and Leaders-.032"prefln15hed aluminum gutters. .024"preflnlshed aluminum 16.01 Extreme care and proper measures shall be used so as not to damage,bulge or as required.All footings to bear on virgin soil,pressure assumed bearing cap 2 TSF. leaders.Color-white.To dnywells if required. tip walls due to anysuperimposed pressure,shoring,bating,etc.,shall be employed 17.16 Emergency Escape and Rescue Openings(Bastion F310). Bllco enclosures with direct exterior access until the full dead load of the building Is on the wall. Do not backflll against foundation permitted If in compliance with requirements. 2.02 Backflll and compaction-use clean earth containing no organic matter,well graded. 8.00 DOORS AND WINDOWS walls until floor system Installation is complete. 11.11 Stairway Treads and Risers(Section R311)Maximum riser height to be 1314". Minimum tread depth FIII beneath structure shall be compacted to 95%density as per ASTM D 1551 16.02 Where drawln s are In conflict with other draudngs or details,the contactor shall notify to be 10". Stairway width-stairways to be a minimum of 36"in width at points above the Method D. Backflll shall not be placed against the existing foundation walls until the 8.01 Openings for emergency use shall Include doors or operable parts of windows located g permitted handrail heighL Handralls may project a maximum of 4 1/2"on one or both sides of concrete is of a sufficient strength and the walls are bated at both top and bottom as to provide unobstructed egress to legal open aces.Such openings shall not the architect for dariflcation. Do not scale drawings. y g g P 9 9 P Pstairways. Minimum clear stairway width at and below the handrail height,Including treads and by framing lumber or temporary bating. Impede egress to an emergency,shall have a minimum area of 5.1 sq.ft.with a min. 16.03 The architect will not have control or charge of and will not be responsible for construction and landings,to be:51 112"with handrail on one side only,21"with handralls on both sides. height of 24"and a min.width of 20"with bottom of openings no higher than 44"above means,methods,techniques,sequences and programs or for safety precautions and programs Within each flight,maximum variation of 3/5"between greatest and smallest riser heights.Within 2.03 Drainage at footings-as required 4"diam.perforated plastic pipe to dry well if soil finished floor In all above grade stories.All glass within 18"of floor to be safety glass. in connection with the work. each flight,maximum variance of 315"between greatest and smallest tread depths.Stairways with conditions require It. Backflll shall not be placed against the existing foundation walls Grade floor openings should have a min.net clear opening of 5 sq.ft. solid risers to have nosings of a minimum of 3/4"and a maximum of 1 114". Nosings not required until the concrete Is of a sufficient strength and the walls are braced at both top and 16.03a. The contractor shall give all notices and comply with all laws,ordinances,rules,regulations for treads at least 11"In depth.(Open risers cannot permit the thru passage of a 4"sphere.) bottom by framing lumber or temporary bating. 8.02 Minimum window requirements per room Is 8%of floor area for light and 4%for and lawful orders of any public authority bearing the performance of the work and shall promptly 3.00 CONCRETE ventilation. notify the architect If the drawings and specifications are at variance herewith. 11.18 Stairway Height(Section R311)Mtn.headroom of V-8"for stairways and landings.Headroom height 16.03b. Owner and contractor shall Indemnify and hold harmless the architect and their agents and measured vertically from sloped plane adjoining tread nosing or from floor surface of 3.01 concrete work shall conform to American Concrete Institute Standard. 8.03 Doors and windows to be insulated glass. employees from all claims,damages,losses and expenses Including but not limited to attorney landing or any platform.accessible space under stairs to receive 1/2"gob. .04 Entrance doors to conform to NYS Energy code. fees arising out of or resulting from the performance of the work provided that any such claim, 11.19 Special Stairways(Section R511).Winders to have minimum tread uridth of 26". 8 3.02 Concrete shall be a min.3000 psi class @ 28 days unless noted otherwise. Porches damage,loss or expense(1)Is attributable to bodily Injury,sickness,disease or death or to Injury Tread depth to be at least 6 3W at walkline. steps,steps,garage floor to be 5500 psi. to destruction of tangible property(other than the work itself)Including the loss of use resulting there 8.05 Garage doors to be rated for currenVapplicable wind load. from and(2)Is caused in while or In part by any negligent act or omission of the contractor,any sub- 17.20 Smoke Alarms(Section led,I Where multiple smoke alarms are required,Interconnection I required. 3.03 Reinforcing Rods-ASTM A-305:61b x10110 WWF ASTM A-185. Reinforcing contactor,anyone directly or indirectly employed by any of them or anyone for whose acts any of them Smoke alarms vicinity be located, a each sleeping room,outside of each separate sleeping area s In footings only where variation to soil conditions require,and where soil does not 8.06 Guards shall be provided In accordance with Section R312 may be unable,regardless whether or not It is caused in part by a parity Indemnified hereunder. the Immediate vicinity of the bedrooms,on each additional story n the dwelling,aced bet basements and cellars,on each level In split level dwellings where an Intervening door Is located between provide 2.500 psi or noted otherwise. 16.04 Architect is not engaged for supervision In any capacity unless otherwise noted. the adjacent levels.An alarm located only on the upper level is permitted where there is no Intervening door between the adjacent levels and the lower level Is less than one full story below 3.04 Formwork shall be well bated true to dimension,level and plumb and foundation 16.05 Contactor to obtain all permits and Insurance necessary to protect the architect and the upper level.Any altemUon,repair,addition or conversion to an existing dwelling requiring a building has been designed for grades less than 5%. the owner.Architect to be notified In writing of all changes prior to and during con- permit now requires that all sleeping rooms in the house be upgraded with hard wired&interconnected struction.This drawing is an instrument prepared to facilitate construction and shall not smoke alarm. 3.05 Vapor Barrier 4 mill.polyethylene sheet lap all edges 6". Membrane waterproofing be construed as a contact between the builder and the owner. Federal,State and Local 1-1.21 Handrails Size(Section R311)Two methods prescribed with option of accepting handrail with shall be installed on all sub-surface exterior foundation walls. zoning and building code compliance shall be the responsibility of the contactor. equivalent graspablllty.Type 1 ails-If circular cross-section,diameter of 1 114"to 2'; 5.06 Footings at different levels shall be stepped and the step rise and run shall be a 16.06 This structure has been designed in accordance with the NYS Energy Conservation code, rails-perimeter ail,cross-section exceeding 6 maximum with perimeter of 4"to 6 1 .Type II ov maximum slope of 1 vertical to 2 horizontal. residential code In NY5. both sides of ail,with specific dimensional criteria set forth In code. to be provided on 5.01 Section R512 Window opening control devices shall comply with 11.00 17.22 Handalls(Section R311)Located at 34"vertically g above nosing of treads. Min.of one handrail 4.00 MA50HRY ASTM F2090 The window opening control device,after 11.01 All envelope systems shall be In accordance with the latest revision of the NYS Energy Conservation code. required for stairs of four or more risers. Handrails to be continuous full length of stairs from a polo[ operation to release the control device allowing the window 17.02 Fireplace construction shall be In conformance with Sec.R1006.Air leakage with glass directly above top riser of a flight to a point directly above lowest riser of a flight-may be Interrupted 4.01 Concrete Masonry Units shall met ASTM before Installation.grade lltion. Minimum net solid block ASTM G-145 to fully open,shall not reduce the net clear opening area of the enclosure and doors outside air supply shall be provided as per N1102.4.2. by a new post at a turn,volute or turnout permitted over lowest tread. Guards(Section R312)Railing Is to be grade B. Shapes as required;28 days old before window unit to less than the area required by Section R310. a min.height of 36"where porch,balcony,landing or raised floor surface located more than 30 in. compressive strength of block to be 2500 psi. 9.00 FINISHES 11.03 Guard ails where required.(5ectionR312) above floor or grade below. 4.02 Parging-1 coat Portland cement parging on above grade GMU.Sponge finish Y"" 17.23 Draftstopping and Flrebiocking(Section R302)Where a floor membrane above and at masonry walls below grade. 9.01 Dnywall-Y"tapered edge gypsum board,applied,taped and finished as per US 11.04 The code describes the height of a building as the vert.distance from the grade plane to the telling membrane below create the concealed space In a floor/telling assembly,daftstopping Gypsum Company recommendations. Use water resistant type as substrate for avg height of the highest roof surface.Grade plane is lowest point of grade from any distance 6-0" to be provided under following circumstances:ceiling suspended under floor framing,floor 5.00 METALS ceiling as per NY5 Building Code. away from house. framing constructed of truss-type open-web or perforated members. Materials for draftstopping 5.01 Anchor bolts shall be 518"diameter embedded 7"In poured concrete and 15"to 11.05 Attic access openings must be a minimum of 22"x 30"with a min.of 30"unobstructed headroom to be adequately supported and Installed parallel to floor framing me bar ! +the""_•' 10.00 CAST-IR-PLACE CONCRETE above(R807.1) approved.,1f2"gypsum board,3/8"wood structural panels,318"Type2-M a'slab trd C E I �/J E unit masonry. Min(2)anchor bolts per section of plate. 12"from each end with Inter- other approved materials. 11� 1►r'�- �#K(t! mediate bolts as per chart on seat A-2.. 10.01 All reinforced concrete shall be furnished and Installed in accordance with the 5.02 Metal Joist Hangers and Ty-Dooms shall be used at all Joists with direct bearing. current ACI318"Building Code Requirements for Reinforced concrete." 17.06 Stairway Illumination(Section R303).All interior and exterior stairs to be provided with illumination,including SEE HERS RATER 18 GA galvanized steel. Use all nails provided by manufacturer.By Simpson or equal. landings and treads. Interior stairs light source to be In Immediate vicinity of each stairway landing ENERGY GO D E REPORT 11.00 FOUNDATION NOTES All framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairway section(minimum 1 foot candle). Exterior stairs light source to be in A U G - 1 2022 11.01 The presumptive soil bearing capacity Is assumed to be(2)TSF for all footings. immediate vicinity of top landing of stairway(bottom landing for basement stairways). Light activation 5.03 Nails-number and type for each application as called for In the WFGM(see sheet A2). devices to be located at both tap and bottom of Interior stairs;located within the dwelling unit for I,Peter Podlas Architect certify that these plans as modeled 11.02 Filled subgade below floor and footings shall be compacted to be 95%of the exterior stairs(continuously illuminated or automatically controlled also permitted). Exterior decks with staircases light switch at top and bottom of stairs. meets or exceeds all requirements of the NYS& modified proctor. 2020 NY5 EGGG and all current energy codesodes specific the 6.00 WOOD 17.01 Whenever an alteration Is made to a residence,the entire residence has to have hardwired smoke local Jurisdiction In which this home is built.I further attest that 11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed(Section R314). the certified Home Energy Raters report,adheres to the Southold Town b.01 Bill Plate-MCA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfllling and enclosing the building. requirements of the 2020 EGGG as per his required submitted �03fd Of Trustees Termite shield-Copper Kraft 17.08 Exterior frame walls with no fire rating of 0 hour have a min.fire separation distance of 3 ft.(Section R502). analysts and certification. 11.04 The maximum vertical distance measured from the top of a basement floor slab to 6.02 Floor,ceiling Joist,roof rafters and girders-same grade and construction as for outside finished grade shall not exceed the following. 11.09 Landings at exterior doors. structural lumber noted below(6.08). Type of Wall Height (Section R311) 6.03 Bridging-wood cross bridging-as required by code.V-0"O.G. 8"block w/#5 rods @ 46"o.c. 8 ft. 11.10 Light,Ventilation and Heating(Section R303)Habitable room to be provided with aggregate 8"block w/1t5 rods @ 40"o.c. 9 ft. glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required 6.04 Roof Trusses-designed and manufactured to met all applicable codes. Provide 6"concrete(unrelnforced) max unbalanced backflll hgt 7 ft In rooms with artificial light capable of avg.Illumination of 6 ft.candles at 30"above the floor. First Floor 2354 5Q.FT. shop drawings sealed a Professional Engineer,fabrication certified engineer 8"concrete 8'wall(reinf.)ft4@ 40"OG Vert.,#4 within top 12"and at midpoint Outdoor openings for ventilation to habitable rooms to be at least 4 percent of the floor area of Second Floor 1280 50.FT. P 9 by 9 by 9 max.unbalanced backflll hgt 8 ft. T. prior to Installation. 8"concrete 9'wall(reinf.)#b@36"oc vert.,#4 within top 12"and at 1/3 pts,max. the rooms. Total 3634 0. T, 6.05 Floor Deck-5/8"plywood,standard C-D-X DFPA,direct bearing at edges. Provide unbalanced backflll hgt.8ft. POfGII&Outdoor SIIOWer 4'10 5Q.FT. Y"plywood finish underfayment below all vinyl flooring or equal. Glue to Joists. 10"concrete 10'wall(reinf.)#6 @34"oc vert.max.unbalanced backflll hgt.9 ft. 11.11 Ceiling Heights.(Section m cell Minimum ceiling height of for. al the lowest projection required for 12.00 MASONRY habitable roams. Minimum ceiling height of 7 ft.permitted for.hallways,bathrooms,laundry 5.06 Roof Deck-Y"plywood G-D-X DFPA,exterior glue. rooms,and basements Habitable basements areas,with reduction to V-8"at beams,ducts and other 12.01 Concrete mason units(GMU)to ASTM G-90. obstructions.Minimum height of 64'permitted in nonhabitable areas of basements and hallways,with C This drawing has been prepared In accordance with the provisions of Title VII,Article masonry reduction to 6 4'at beams,ducts,etc. 145.Sections 1200-1209 of the NYS Education Law. It is a violation of said law for 6.01 Sheathing-1/2"plywood G-D-X DFPA,exterior glue any person,unless he/she Is acting under the direct supervision of a licensed 6.08 Wall Studs- 2 x b. See framing and plans for spacing.All structural lumber shall 12.02 Minimum net compressive strength shall be 2,000 psi. 11.12 Sanitation(R306 and R301).Toilet,bath and shower spaces to be provided with fixture professional Architect to alter any portion of this drawing In any way. If any part of have 1100 fb bending stress;1,b00,000 modulus of elasticity and max 19%moisture clearances and clear floor space as shown In Fig.R301.2. Shower compartments to have this drawing Is altered,the altering Architect shall affix to the Item altered his seal and content,Doug Fir No.2 unless noted otherwise. 12.03 Mortar to be type"N". compressive strength to be 2,000 psi. nonabsorbent surfaces to a minimum height of 6 ft.above the floor the notation"altered by"followed by his signature,the date of alteration and a 6.09 Biding Synthetic stucco over Tyvek 11.13 Hazardous Locations(Section R308)Specific hazardous locations where specific description of the alteration. 12.04 Provide"Dur-o-wall"standard gauge or equal in all walls over b courses high. glazing to corn I with provisions for human Impact loads: Glazing to side-hinged ed swinging doors 6.10 Plywood-all plywood used structurally shall meet the performance standards and 13.00 STRUCTURAL STEEL NOTES g g P y P P g g g g C This drawing has been prepared for the specific project Indicated,and F dl all other requirements of applicable US Commercial Standards for the type,grade In sliding ander than lbifold closet door assemblies.Glazinousies)Glazing In fixed and sliding g storm nels of )doors.Glazing iding door assemblies.In unframedswinging Instrument of service copyrighted by,and the sole property of Peter T.Podlas,PC. g 9 9 9 9 This drawing may not be copied or used,In whole or in part,by any party without the and species of plywood and shall be so Identified by an approved testing agency. 13.01 Steelwork In general shall conform to the current specifications for the design, doors.Glazing in doors and enclosures for hot tubs,steam rooms,saunas,whirlpools,bathtubs expressed written consent of Peter T.Podlas,Pe. Infringements or any use of this fabrication and erection of structural steel for buildings adopted by the AISG. and showers.Where any part of building wall encloses such compartments,glazing within 60 -'"--t.._� drawing for any other purposes will be prosecuted to the full extent of criminal and 6.11 Provide double Joists under all parallel partitions. vertically above standing or walking surface to be regulated. (5 ft.rule-5 R above walking civil law. Possession of any copy of this drawing not containing this notice or the 13.02 All structural steel shall be In accordance with the ASTM specifications,A56 surface,5 ft.horizontally out.)See Figure in Section R3015 , ��E` C a R CHIP �. Architect's seal and signature,In red Ink,will be grounds for prosecution. 6.12 Provide(2)2"x 10"headers min.over any window,door opening or any opening with a strength of 56,000 psi. ---+.,z_ S f Cyr` C There shall be no master filing of this plan uAth any building department and shall with double uprights,T-0"and over with triple uprights,unless otherwise noted. 11.14 Automatic Fire Sprinkler System NOT required to be Installed(Section R313) \ ` r� ` deem the plan to not be valid,sealed and signed plans are good for one calendar Cor 0 1,A A P 9 P See Header Schedule A-2 13.03 All connections except as noted on plans and details shall have bolted or welded 4r �� year from the date listed belay. connections as in the latest edition of the AISG manual. J' This plan is for the building lot address below and is for a one time use Dated 6.13 All pre-engineered lumber shall be Georgia Pacific m GPI series wood I-beas and" C LVL products or equal.All Joists,girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural � � 01129122. Address:1050 Lupton Point Road,Mattituck,NY Installed as per manufacturers recommendations.Web stiffeners shall be required p Jtc4: i 'y at all load and bearing points at a minimum. Handling,storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stablllty until stud walls, Review Board f-" _ U) GENERAL NOTES 8 components shall be as per manufacturer's recommendations. plywood,roof trusses,and sheathing are in place. ° t SPECIFICATIONS 1.00 THERMAL AND MOISTURE PROTECTION ' NOTICE:BUILDER'S PLANS 1.01 Dam roofln brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL ' Karen&Jerry Diffley pp g, pp y p The Contractor ura rams to the Architect that he possesses the ing an lac comvet.1 s en�cr; ar A. � grade walls. Also add vapor barrier as per 3.05. conswwon necessahy to build this project without full engineering and architectural seMInd. - O 14.01 _ Shall conform to the latest revision of the National Electric Code,the Local Power for the reason that the contractorwishes to rely upon his awn competence,the ContractoO 1 hQ` company and all applicable local regulations. has restricted the Architect's scope of professional services.In reliance on the Contractor's us-Ah�tj V 1.02 Sill Seal-1/2"x 5 112"compressible fiberglass beneath all exterior sill plates. P y PP g and at the express request of the Contractor orOwner,the Architect has under taken a limited scope r ? PETER T.PODLA5 of professional seMces.The construction documents provided by the limited servicesshall batennedd ��L (`�``�s+`s' ARCHITECT 1.03 Insulation-See Building Section&HERS Report 14.02 Provlde clock type dayfnlght thermostat. "Butders Plans"In recognition of the contractor's sophistication.Construction uAll require that the �� a�yi"' BOx 1050,REMSEHOURG,NY hiWa� a3h-sssama contractor adapt the"Builders Plans'to the field conditions encountered and make logical adjustments "'� � 14.03 Provide smoke detectors as per NYS building code. in fit,form,dimension and quanthj that are treated only generally by the'Builders Plans-.In the event DATE 01/29/22 P 9 1050 Lupton Point Road 1.04 Roofing- EPDM flat roofing material additional detail or guidance is needed by the Contractor of Oumerfor conswetlan of any esDed of 14.04 Kitchen and bath to have exhaust fan as per NYS building code. the new project,he shall immedletely notify the Architect Failure to give a simple notice shall relieve the SCALE:A5 NOTED Mattituck,NY Page 1 Of 5 P 9 Architect of responsibility for the consequence. HURRICANE SHUTTERS GENERAtL 5PEGIFIGATION5 UNIFORM CO RESIDENTIAL UPPLEMENT2020 CODE OF NS INGLUDINGLATE5T Double Plate Splice ENERGY CONSERVATION CONSTRUCTION CODE 4'_0" The General contractor is to provide the 5UPPLEMENT For exposures"8";'G°;'D" Plate structure with 112"GDX plywood panels wl f'(t'1 R101.1.1 Amendments of New York State code books. BuildingDimension 62x48 Min.Splice Length 4'•0" P 9 pre-drilled holes for fastening screws for all In Chapter 1.the term'New York State code hooks'steak Irxiude the ResWantlel Cade or New York Sate(Le.,this Publication),the Building Cade o/New Yark State;the snow load 20 Flood Zone X 5 I ice Windows and Doors.Panels to be Plumbing Code cf New York a-go.the Mechanical Code cfNew Yolk Sfafe.the Fuel lies Code or New York Srafe,the fire Cade,of New York state,the Property Maintenance Ground Speed 128• (13)16d ea. p numbered and stored on site in a dry area. Code afNew York Stare,the Existing BuMng Code or New York State,and the Energy Conservadon ConsWction Code of New York State.Provisions In any one or more of the Y round Pe New York State code books may be amended from 1Me to time by provisions In 19 NYCRR Parts 1220 to 1227 or 19 WCRR Part 1240.as currently In effect and as hereafter ('w(ndspeed.atcouncil.org) Exposure side ofs lice Use#8YVood Screws-2"embedment: amendedtitoUnatids ublkalionisno,whergaftersoamended,referencesInthispublicationto•this'code shailbedeemedtobereferencestothispubGcailonas Topographic Effects NO Special Knd Region NO p TOP 110°OG far 4'-0"-6'-0"Panel OG for o'-4'-0"Panel span flomme .ti p Wind Bourne Debris Zone No Seismic Category B below late P se emended.If eery other New Wrk Slate code book Is now or hereafter so amended,references in tNs code to such other New Yolk Slate code book shall be deemed to be P Air Freezing Index 599 YVeathering Severe Ze• °• 81,OG for V-0"-8'-0"Panel span referenmsm such Newvodcstatecods book as6.amended. Frost line Depth 36' Termite moderate to heavy Section R905 Wind resistance of asphalt shingles.Asphalt shingles shall be tested In Winter Design temp 15 Mean Annual temp 51 �,1.-0. accordance with A5TD7158.Asphalt shingles shall meet the classification requirements of Ice Shield Required <5112 24",>8/12 36" Use#10 Wood Screws-2°Embedment: Reg Table R905.2.4.1 for the appropriate ultimate design wind speed.Asphalt shingle Bottom 16"OG for 0'-4'-0"Panel span packaging shall bear a label to Indicate compliance with ASTMO1155 AND THE Ceiling Live Load 20 PSF "TOP VIEW" Plate - -""wY,-- 12"OG for 4'-0"-bb°Panel span REQUIRED CLASSIFICATION IN Table Rg05.2.4.1. Exception:asphalt shingles not 2nd Floor Live Load 30 P5F 9°OG for V-0"-W-0°Panel span 15T Floor Live Load 40 PSF `•-' Included in the scope of ASTMD7158 shall be tested and labeled to Indicate compliance Exterior Deck Load 40 P5F tmd with A5TM03161 and the required of shingles. In Table R905.2.4.1.Table R905.2.4.1 Avg.Dead Load(all)10FSF Notes:Anchor bolts to be 1/2"dia.46"oc and a min.of 7"embedded Into concrete, a - }xav„mn_ _ -__ provides classification of asphalt roof shingles. max.12"from any corner and splice,min.2"from edge of sill plate.Anchor bolt vm _ --- ---- Section RD04 Gelling diaphragms.At gable endwalls a telling diaphragm shall be provided chorbolts asa.•wa - -'a7- washer to be 3"x 3"x 3/16,max.1116"oversized hole.Use hot dipped an y _- d�- Spans Exposure 8,C,D Douglas Fir#2,Fb=850.psi,E=1.600,000 and washersin all flood zones.Double up all 2xb sill plates and lap bottom splice with s"_'MMal by attaching a minimum Y Inch(12.7 ram)gypsum board or a min.3/0 Inch wood structural 4 BLGWNG- PeuMETat panel sheathing,that complies with Section R603,to the bottom of GJ or roof trusses and top plate and spike top plate to bottom plate with(3)16d common nails each side of loo-tasrM.R1 ---__ ma'-mch /�� m FixsT / \ sx6r:ls connected to wall framing in accordance with Figures R804.3.7.1 9(1)and R804.3.7.1(2), splice In lieu of having both anchor bolts within 12"a splice bolt the bottom plate. 7vroaays / LvrrAfoa unless studs are designed as full height without bracing at the telling. Fiat blocking shall �x14 21x 2 (Note:the bottom plate splice must have a least one anchor bolt within 12'from Its Rxs Rafters 12"oc 12•b 15-10 19-4 22-5 end)R602.11 { � f G consist of Gshaped or track section with a min.thickness of 33 mils.For a gypsum board 16"oc 10-10 13-8 1b-9 19-5 `�sx�Ts / L Pa> m sheathed ceiling,the diaphragm length shall be In accordance with Table R804.3.7-1.For a Gig Joists 12"oc 15-0 19-1 23-3 2b-0 ` �/ aR� wood structural panel sheathed ceiling,the diaphragm length shall be not less than 12 ft. 16"Oe, 15-0 1 b•6 20-2 26-0 ,a for building widths less than 36 feet or not less than 14 ft.for building widths greater than or 1st Fl.Joists 12"oc 10-9 14-2 18-0 20-11 TYPICALSHET equal to 3b ft.The telling diaphragm shall be secured with screws spaced at a max 6 16"oc 9-9 12-9 15-7 18-1 TM SHEACAL ROOF Inches oc at panel edges and a max 12 Inches cc in the field.The required lengths In 2nd Ft.Joists 12"oc 11.10 15-7 19-7 16-1 TMCA 1RG Table R804.3.7.1 for gypsum board sheathed telling dlaphragms shall be permitted to be 16"oc 10-9 14-2 17-5 20-3 Table 602.3(1)Fastening multiplied by 0.35 If all panel edges are blocked. Multiplying the required lengths in Table g Schedule RB04.3.7.1 for gypsum board sheathed telling diaphragms by 0.9 shall be permitted If all NUMBER AND TYPE i panel edges are secured with screws spaced at 4 Inches cc,Table R804.3.7.1.Provides + 16d common 3! 0.162' 16•o.c.face nail ITEM' DESCRIPTION OF EUILOINO ELEMENTS OF FASTENER` -' SPACING AND LOCATION j 'Bottom plate dmjoist,bandjoist or (t z+ ) the ding eightlengths for&feet.ceiling diaphragms at gable endwalls gypsum board sheathed,with 14 , 16d box(31/j•o.t35•);a a telling height of 8 feet. Root Ibbcking(not at braced svaU panels) 12'oc.Lace nab I W-0.131'nails Where wind Is>130 mph use Solid blocking Q 1st two end bays 48d box(2112*•0.113')or 3-1 Ed box(31/z+0.13e');or 3 each Wax,face nail of END YVAI.L Q 48"OG.Blocking to receive a min.of(2)Bd Q Section R905 undedayment and high winds. Underiayment applied In areas subject to high 38d common(21r{+()AW):rn 15 Bottom plate to joist rim joist band joist or 2-16tl common(3'l�•0.162^):or 2 ench 16'o.c.in nail winds above 140 mph,In accordance with Figure R301.2(4)A shall be applied with 1 BlockingbetvreancellingJoistsorrafterstotopplate Toenail bicking(atbracedwaUpanel) each end ofblocking.(121) 310tl Dox(3'•0.128');or 4-3"x 0.131•nails 4 each 16•o.c.face nail 1 ,___ corrosion resistant fasteners in accordance with the manufacturer's Installation Instructions. 33'+0.131'nmis -- ---- ----- 1443d box(21!{•o.1ta7;or •.• Fasteners are to be applied along the overlap not farther apart than 3b Inches on center. �4-Sdbox(21/2+0.113':or I : i316d box(3'/Z•0.135");or Underiayment installed where the ultimate design wind speed equals or exceeds 150 mph 3-sd common(21/z+0.1317:or I 14-8d common(211j•OA31�;or Toe mall wind shall comply with A5TM D4869 Type IV or A5TMDb757.The undedayment shall be 2 Cellinglolsts to top plate 3100 pox(3'+0.128�;or Periolst,toe nail j410d box(3'•0.tzs�;or - ----- -- --- - - attached In a god pattern ct 12 inches between side laps with 61n.spacing at the side laps. fennasPeea 33'+0.131•nails to 'Top or bottom plate to stud :a3'+o.131•neus Im.ww--iav:nw --- - Undedagment shall be applied as required for asphalt shingles In accordance with Table 410d box(3'•0.128'):or 316d box(3Vj•D.13s•):or I's,.urn-is7v�y, -- - -- -- R905.1.1(2)Underiayment shall be attached using metal or plastic cap nails UAth a head Ceiling joist not attached to parallel rafter.laps over 2-16d common(311i•0.1627;or End nail sore«Mm 9ivxmt dla.Of not less than 1 In.with a thickness of not less than 32 gage sheet metal.The cap nail shank shall be not less than 12 gauge with a length to penetrate through the roof 3 TaBtlori(see Seellons R802.3.1.R802.3.2 and 316tl common(3'Ij+0.16Y);or Fece nail 310d box(3'-0.128�;or Iminm Ma itcevn.n 9 9 9 P B - Table Re02.5.1(9)1 3d°•°.tat•rills seismic -- - - sheathing or not less than 3.4 Inches Into the roof sheathing. Exception:As an alternative, 43+o.t3rnans --- adheredun nt permitted. 9 5167uA d _ __ _ _ :31od box(3••0.128•y,or _ a 1T3 deHayme complying with ASTMD1970 shall be perm tte .R 0 . n CelUng Joist aaached to parallel rafter(heel Joint) 17 Top plates.laps at comers and Intersections ,2-16d common(3Va+0.1621:or Face nail 3,_ _ -io oev _ - resistance-Photovoltaic shinglesV3161.Potll be tested In angles shall with comply the and I r4 {4 acceptance criteria In ASTMD3161.Photovoltaic shingles shall comply with the 4 'see sections R802.3.1 and R802.3.2 and Tame R802.5.1(9) Face nail I i 133'+0.131-nails r`---'rz4-- -- - - - -- - classification requirements of Table 905.2.4.1 for the appropriate max.basic wind speed. Tame RM261rotV ' -� �t-7! 3-Sd box(2113+0.113';or 4-1W box W x 0.1287:or I 2-ed common(z1/Z•0.131")o s Ia2 --- Photovoltaic shingle packaging shall bear a label to Indicate compliance with the i 1e 1•bracetoeachshaandplata Face nail ( sP ;c1fa _ procedures InASTMOB161 and the requlred classification from Table R9052.4.1. Collarr 3 tle to rafter.face nail or 1'/a+20 go.ridge strap to I 2-10tl box 33'•0.1z8');or s e e Ies _ 5 rafte10d common(3'•0.148'):or Face nail each rafter 1 1 2 staples 1/: sp, 9079 _ Section R905 Rooftop-mounted Photovoltaic systems R907.2 Wlnd resistance.Rooftop- ; - -- ---- -- -- - a _ 5 _ mounted photovoltaic panel or modules systems shall be Installed to resist the component 43"•0.131•nails I 13-8d box(2/z•0.113•):or van - aa94 '----�---- { 1 ,z-ed common(2Yz•o.tat7:or w:�w- '--�a 15----- -"-------- ----- and cladding loads specified In table R301.2(2)adjusted for height and exposure In 316d box nail.(31z<0.135');or 19 '1'+6'sheathing to each bearing Face nail ,_--,-__ I_--,_,,,,,,,, ,,,,,, accordance with Table R301.2(2). 310d common nails(3'+0.148'y,or 2 roe nails on one side and 1 tee mall 2-10d bo%(3"•0.128'):or 3 F,.„t pe __ 6 ReM1er or roof wiles to plate 4-10d box 3'+0.128 or on opposde side of each rafter or 1 --�2 staples,1'crown.16 ga.,1/�long y -_It - - ( °): i - - 5ectlon R602 Wall anchor BOLTS-1/2"DIA-plate washers not less than 3'505C/16". 4-3•0.131n nails ass I I 3-8d box(21/2•0.1131:or ___ - _- _ ___ also(a'!,°+0.1357:or a ed<emmon(z'/=•0.13t7;or a s a m'Is Max bolt spacing shall be 4B"oc for buo stories In height,12"cc for one story in height. i { I 310d box(3•x 0.128•);or _ _-- ___ _ _ - p 310d common(3/i•0.1487:or rA 410d Oo%(3'+0.7287:or Toe hall 3staples,l'crown.l6 ga.,1s/-'long Flood -- --_ R602.10.8 Roof Racer ties to Well PYID7Roef rafters to dtlge.valley or hip rafters or roof rafter 4-3'•0.131*nails 2D V 8°and wider sheathing to each bearing lwiderthan l'+8' Face nail rbod2m -5ei>^�94M _ __ __- R602.1 Wall beating aS per R602.1to minimum 2"dtlge beam 316d box 3112•0.1357;or ,4-8d box(21/2;0.1137;or T 2-160 common(31/=+0.162');or i3-8cicommon(2 r2 0.131'):or End nail 310d box(3°x 0.128'):or 13-1 Od box(3'•0.128'y or I ,, Rafter or Truss Uplift Connection Forces From Wind 33'•D.131'malls �` -- _- 4 staples,1_crown.76 ga.,1/4 long --- -- --- 1 2022 (Pounds PerGonnection) led common(3113+0.16Y) 24•cc.face mal xnv,m mr --�oorPlte RootPac - RooPaN Rao1PxN R.& 8 Stud to stud(not at braced Will panels) I0d Ixx(3'•O.1287;or I <512 LSct2 <412 25.12 45:12 1 t5:12 45:12 1 t5:12 <5:12 aS12 3'•0.131'malls o.t.face rill t2 ,ai Al yg 0 70 N 95 PA In 113 i6tl box(3'!=+0.1361;or 18 59 52 74 66 e9 81 122 112 157 146 Southold Town Stud to stud and abuthng studs at Intersecting wall comers ;3'•0.131*nails 1Y o.c.face hall 1 INY7 TABLE D101 23 71 M as 79 lea s8 149 15 192 1T8 9 (at braced wall panels) --- - --'-' ---- ----"- ---- N� A08JdOtTfUS[BPS 16d common(3'y•0.162') ib'o.c,face nail DEGREE DAY AND DESIGN TEMPERATURES-FOR CITIES IN NEW YORN STATE m- 29 ss - s9 ee n Itm 1st' ts3 21e 2W _ tYas. 32 es 75 -Ica 97 IN 12o 185 fro 24a 176d common(31/2--WET) 16'o.c.each edge face nail DESIGN TEMPERATURES 36 e4 82 I2a rob 146 132 203 186 254 24a ' 10 Built-up header(Y to 2'headerlith l/=spacer) =- --- ---- -- HEATING 1 ;16d box(3112w x 0.1351 12'o.c.each edge face nail 1 42 to 92 135 120 Ise 149 23a 211 Sao 278 DEGREE Winter Summer .5-Sd box(21/2•0.113':or I DAYS DEGREES ae »e Io2 1s1 1x fee 166 259 z1s 336 3» 11 Continuous headerto stud '48d common 2'r,•0.t31 or The nail Iz w m 78 To 53 65 12s uT 162 1W Unauthorized alteration or addition to this plan Is a I ( 7' ' (yearly Dry bulb Wet bulb NORTH 4-10d box(3'+0.1281) _ is 7e 69 se a9 na ae 62 ua 2La Is" vlolatlon of section 7209 of the NYS Education Lau STATE STATIONI, total) 971/2% 21/z% 2112% LATITUDE' 16d common(3%•0.16Y) 16'ac.face nail 24 B+ a2 I's 105 144 1. t89 ter - 277 12 Top plate to top plate clod box 3'•0.128':or Alban 6,875 -1 88 74 42"50' 28 1os 92 132 rIT 1st t4s 22x 203 2e7 2a6 Copies re this Ian not considered the Architect's red Inked seal v ( ) 1z•o.c.race nail y 1s•o.4. signature shall notbe considered to be valid and shall not be valid 3'<0.131'nails W »4 Ica 145 129 tte IW 246 22G 319 29s for construction. Alban 6,201 1 88 74 42'50' 36 125 109 16a 141 18a 1)8 2Ta 2AT 35t Ws e-16d common(3112+0.167):or I -_ - -- There shall be no master filing of this plan with any building G2 t31� 122 tse 1W r21 19a 3a 2a1 -369 3Ia Double top plate splice for SDCs A-D2 warn seisrhc braced 1z-t6d box(3'I=•D.t357:or I Bin hamton 7,286 1 83 72 42'to' department and shall deem the plan to not be valid,sealed and wall Una spacing<25' 12-10d box(W-0.1281;or Face nail an each side of endjoint B 49 1s7 135 ztn 17n 24a z2f 3u 31a ur aIa •., signed plans are good for one calendar year from the date listed 13 �12-3'•0.131'riils 1(minimum 24°lap splice length each Buffalo 7.062 6 85 73 43°W' 12 9a 66 »a fob IQ 129 190 In 24i 226 yr` e78w�• Double top plate splice SDCs Do,DI,or D2:and braced I ,side of endJclnt) iX N ft C HfT Plants for the building lot address below and is for a one Wall 12-16d(3ai+0.135� NY(Central a,a7t 1s 89 7s ao°so' Simpson Hurricane Ties H2A;Uplift 5754 Hb; Uplift 0150 � tlmdi.4�,.Dated:o7/29/22. One spacing a 25' I 1 NY Park)d Exposure"C' ' � A� s 1050�uPtan Road,Mattltuck,NY TABLE R602.3(3) NY(Kennedy) 5.219 15 87 75 40°40' SPAGNa t'+`4 RoolRen RoofPacN PoolPacM1 RoaIP%N �y REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESISTWINDPRESSURES°•s` <s:v ts:u as:t2 zslz asn zs:n <5:I2 zs:n <sU .0 ` `•� �2I'_4ERAL NOTES&HIGH WIND NY(LaGuardia) 4,611 15 89 75 40"50' ASP GIFIGATION5 t2 ^3 ea I10FZ77s 126 118 t51 161 190 e6 MINIMUM ULTIMATE DESIGN Rochester 6.748 5 88 73 43'10' 16 121 111 lot t61 1a, 2ce t95 x5 24 - •� N MINIMUM NAIL MINIMUM WOOD NOMINAL (MAXIMUM WALL PANEL NAIL SPACING WIND SPEED Vas z4 Ies lab t7a zoo Ies 25s zas at STRUCTURAL 1 PANEL STUD SPACING (.ph) Schenectadyd 6,650 1 87 74 42'50' za tss tsz to z6sK ren&Jer DifAeySite Penetration P RA71NG� I THICKNESS (Inches) Edges Field Wind exposure Category ml •<(Inches) (inches) pxheso,c.) (Incheso.a) 1, e D Syracu5e 6,75fi 2 87 73 43°70' mzI .4 as3Ed Commona9 e•a 4s- )\ ETERT.PODLAS 1.5 24f0 '/a 16 6 12 M. 115 110 ail 2s6 t3a aC2af2 32a 2. mx 420 5s9 see ')V,rJr7)Sd Ccmmon � 16 6 12 170 140 135 tx tz9 In te6 tea .1 214 2a1 26a N] f7 'res•.ARG�1 E1C'ao o,ac a2_50.131°) 1.75 ' 24/16 7/is 18 t9] u0 feetti 2�1' 21 259 3a2 3Y2 V ( -- 1 - - - -_-- 24-- 6 - - 12 140 175 110 m isi 23e ra 2ae as ate .2 2. 2n aW use 476 D�*•�A71 (,(L� 1050 Lupton Point Road rasl:ts<n.2s4an ima P'<n4a,=.u+„-•. 16•'s. 32 245 2S3 2a] zss sat m an ass ers ass Si, 7t$f4 1 Mattkuek,NY a Pavel atrenpA am P:<aw a F~49b•�ocNn b wOWa Tnea-p!FP<ac zFeaVa9 wan s1Ea spueC,x,e[-in f6vMrs m tc+.9•ones M 4Prke4 o-in Fzre:Y- r ova peryeMe�v b •1 - -lam Page 2 of 5 il ME la.340 art tilt 3m aW a1a 599 551 lag 64l pool 30'x 14'w/12"coping b,'-Y 3a.6• 21•-6• FIATIO ONE PATIO LEVATION 20.2 ————————————————— Ir---------------- I I i I I I I I I II II - -- - -- - -- 11 o- I I I I SHADE I I I I STRUCTURE I I I I I I I I t o- GRADE i � M'BDRM I I I I a ELEVATION 19.5 — BLUESTONE PATIO ----------------- Ir--------------------------------J II I I 3a e• 2a-b• I I f---1 I I I I I I I I - 1I I I I I § eLj I I I I FF ELEVATION 21.5 1iF., s I I I I § N M'BATH I I LIVING I I pool equipment I DINING % I $ I I z• I m T I I i i § F® `i WALK IN a I I I I ra I 23•e• a•-rcp T-T ev I I I I 4'x4' D I I oN I I OUTDOOR I I I I 5HOWER T KITCHEN '26to I I I I ——————————— — Soto ato LAUNDRY GL I I I I rcr ——————————— 2 ® 01 I I I I 2470 I I ,z-b• za• -, u•a• 2aa• I I r----------------e am I 2t G L -------- ll MDRM ------------------� r B nei BP Ag NTRFr tot° RY o P4- OFFICE 2TH ENT --m ----------------- 11 L 3T14R ——— BA 2010 E 14• 6-11 E ❑❑ PROPOSED NEW FULL BASEMENT SCALE:3/16°=1-0" ' m Front Porch AUG _ 1 2022 14.d. a.r ,B•-,a Y-r Southold Town 16'-Y 2— 2— Board of Trustees PROPOSED FIRST FLOOR 5CALE:3116"=1'-0" LIVINGAEEA Irst Floor 8 Foundation Plan r,- ;karen&Jerry Diffley w d� PETER T.POVLAS (c ARCHITECT O xloze,REN3ENBURG.HY 1196a 631d290R9 AL .0 H 1050 Lupton Point Road SkALE: NOTED Mattkuck,NY Page 5 of 5 e / 1 [ :ILL 11 LE: FLAT ROOF DECK OVER MASTER synnm sww symnm sw.," BEDROOM 8ELO1N 9W 4 s•-r xo• ,a•-s• FLAT ROOF DECK m OVERKITGHEN CATHEDRALGEILING b FRONT ELEVATION 5GALE:3/16"= -0" BELow BELOW OVER LIVING ROOM BDRM#1 1' ,5• ® 2468 BATH {� b BDRM#5 2455 BATH all ON Open Area 6 '6• BDRM R2 FIN 2N0 FLOOR Sy,Netic 5Wun BATH GL ° ae• sw• *Open to GL -0• below F�N,STFOOR _. _. _- _. _.._. P11pOi'OSED2ND FLOOR 5GALE:3/16"=1'-o"LIVINGAREA a 1260 50 FT 51DE ELEVATION 5GALE:3116"=1'-0" 1 CAL I V E AUG - 1 2022 Southold Town Board of Trustees SIDE ELEVATION 5GALE:3/16"=1'-0" REAR ELEVATION 5GALE:3/16"=1'-0" -.-•-•��•-••••�„•y r' I G I�M is 1i,i i�LL`•�` . .---- ``�00 q S poa Ilding Elevations t1J A � Sip MI Y tl Karen&Jerry Diffley PETER T.PODLAS ARCHITECT O _ ",��,. eox,ose•rsenseNeursv.Nr t,roo as,-s2saaa DIGTO'IY2N22_s� 1050 Lupton Point Road SGALEA••5NOTED Mattituck,NY Page 4 of 5 r---------------------------------------------------- — II---------------- T----------------- — H --------I I I I ___ I I I-------- 1 I I I f-- 1 1 OIL I I I I I I I I I I I I o 1 1 FULL BASEMENT I 'I I I j tu I I KITCHEN BEDROOM I I s O I I I 1 DINING ----------- --------------------------- — _ (2)2x12 —I I LIVING N -U I I I s l 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 I I I I I I I I I I I I 1 zxto ts"oc 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 I I I I I I I i I r---J I I EXISTING FOUNDATION PLAN I L-----—__----- 1 I I L---------------J I NGARAGE SLAB I I I I LIVING AREA tozs sa Fr • GARAGE j L______________-J j EXI5TING FIRST FLOOR PLAN ———————— ir----------� ' I I � I I ' I I � I I ' I I � I I ' I I I I Existing Conditions ENTIRE HOU5E TO BE DEMOLI5HED 4. 'ate _ AUG 202- _ 2 .., ,:' .i .• s:•. �,'= �- - ,xr<d> Southold- - ./< --— - - ,/r�� Board of Trustees yf — -- — L OW'A S �' or Exis't�ng Conditions 1z Y ren&Jerry DifFley _ W EAE'HITEGTA5(D eax ems euw.rrc,i9vo ss,-�sa�c I7A 4�2IV22D 1„r>\Z y'Z)0 Lupton Point Road 5GALE:A TE aNituck,NY Pa e5oF5 trE 0 SURVEY OF PROPERTY SITUATE DwEWNGWATER MATTITUCK USES PUBUC TOWN OF SOUTHOLD DWEwNGWATER SUFFOLK COUNTY, NEW YORK UBUC eTS R o S.C. TAX No. 1000-1 15-1 1 -14 USE P pRJ1' O N,r R \ TONS Plp� IN STREET SCALE 1"=30' j,VP pUBUCXR ROADWAs\ x 1p0 p0 PRVP• "v�IN JANUARY 19, 2022 1O,. pSpFIAL.T vR MAY 26, 2022 REVISE PER NYSDEC LETTER OF 05/12/2022 O x fig'45 E E`MLCJ� _ POLE JULY 19, 2022 ADD SETBACKS TO TOP OF BLUFF O ?S'3s2p„ & CURB TO BE REMOVE TOTAL LOT AREA = 18,600 sq. ft. HE LICK p •• p DRIVEWAY 0.427 ac. CONC• MON 3 11 EXISTING NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM s a e28's°. N 7g as'to" 6 1� •• 79.3l �`�o�/twAY' EXISTING CONTOURS ARE SHOWN THUS: ——XX——— °j f 300.0 16.3 Z x \\� ��$��'�:')�e'. 14 \� REMOVED x DECK TO BE 2. ALL DWELLINGS WITHIN 150' OF SUBJECT PROPERTY �� ptJNE i _ i�o. \ O EXISTING HOUSE & ARE CONNECTED TO PUBLIC WATER. 3. EXISTING WATERLINE LOCATION PROVIDED BY HOMEOWNER. Ln HOL O 19.3 14 I 1 G. 17.oseo x ,s :.•:e .. : ':. .�;•:::'!6: .: I� 700V LOT COVERAGE OVER LOT AREA LANDWARD OF WETLANDS pROPSHON� To 6e LOT AREA LANDWARD OF WETLANDS = 16,965 sq. ft. TEST HOLE DATA x ~. •:::: .............. 19.1 u:;.`;r:.,: .:.:: ...? : \ OL1T5 OR(V1F�L ASS :::::•: !.:•:;;•:•;:;;;5::•::•is•:•::•'....... .::::::•ii5;}?}:} `}::::. F OR POOL�jSGH DESCRIPTION AREA % LOT COVERAGE (TEST HOLE DUG BY McDONALD GEOSCIENCE I.:.::.: 18.7 :::•::•i:•::•: :. :.::.: ::::::::::{r•.•; ROO tso ON SEPTEMBER 5, 2021 1:30PM / ::: ::::: �r 17.s 0 20 ...:::.F.FL2L5 ..............:;•::;� � HOUSE x I . : .... : .?....::..........................::`................. 2,354 s ft. 13.9% tiff r:{i r EL 18.7' BROWN SILTY SAND SM pG1 F9 y1LT 14 O 1 {}] F`'`'yTgur H ::..""'"`'"''' ` `' pOPLt PORCHES & OUTSIDE 7' Of>FD LIMIT OF yRp17ANGE I :i::??:: '2 . p FFl 21 ?::: ;' :: :: P 470 sq. ft. 2.8% OL o SHOWER . ' p15TURf3 Tt. :::{•i:•i:•:::••::::•:::•::•::::i:•i:•i:•:::•i::::::.;;;:::.r..•.^a '•ii:ii:::::::........ 6 Ocp Fe F � I3PpO ga t::•::•::•:::•::•::::::::::::.....�,_...........::::::•:.�:.;...:::::x s'o 1�pLIANT POOL & COPING 512 s ft. 3.0% GL p�1gTURl :(r:'. ':.'':r:.•..):..........::.:.......`{O: q SHAOE z c ~°• to � 1;1<f�•� �; �:�'�'��'�`'�_:,;�?: pFtGH x u, TOTAL 3,336 sq. it. 19.7% PALE BROWN FINE SAND SP M \ ' a••..-+ P o m umi in b n \\ ::� :FRpp' d /18 Z� mm •^ a. Z m \ ^\.NONE / L't70 CE mm �\ cAi A� \ / o a\•] c�i CE :............... ..Oc ...':i.`.•::`•.'.:Y:.::•;:..;::t r;??..:;•:::•,r::: ..r.. 7 7.3 N �c EL 1.7' 17 �� \� z 2p"OAK :•..P ;;• ::. :.:.::: oo :.f`:::•. DRAINAGE SYSTEM CALCULATIONS: NO WATER ENCOUNTERED y m 10"OAK 10^OAK :: >•:•::•:•:::•::•:::•::' •::•:::::::..::. ADJACENT :."•:'' ...... .... 0 ,..._�;�• � :.:.:;..;.: ..:30'::.•.•.. x p,PPROX•CORNER ROOF AREA: 2,800 sq. ft. C~ L 20'OAK ";.,; .;... —HOUSE 2,800 sq. ft. X 0.17 = 476 cu. ft. ADJACE _ :'' _ — — — 476 cu. ft. / 42.2 = 11.3 vertical ft. of 8' dia. leaching pool required APPR00%USE CORNER — y— — �g. 18 __ _04f _i o —16 PROVIDE (2) 8' dia. X 8' high STORM DRAIN POOLS DRIVEWAY AREA: 1,190 sq. ft. EXISTING SEPTIC SYSTEM TO BE ABANDONED � COY 1,190 sq. ft. X 0.17 = 202.3 cu. ft. (SYSTEM TO BE PUMPED CLEAN AND FILLED WITH CLEAN w 10^OAK ry w N E SAND TRUCKED IN FROM AN APPROVED UPLAND SOURCE) — leaching pool required lg ai:•.r �—� cN N �2 16"OAK P OF SLOP — 202 3 cu. ft. / 42 2 4 8 vertical ft of 8' dia I n o LIMIT OF N.Y.S.D.E.C. JURISDICTION AS SHOWN ON PREVIOUS :. 15.3 1& PROVIDE (1) 8' dia. X 5' high STORM DRAIN POOL PREVIOUS SURVEY BY JOHN C. EHLERS L.S. DATED 10" — 17^OAK / PREPARED IN ACCORD CE,,,Iry_RH THE MINIMUM O2/OS/2021 AND N.Y.S.D.E.C. LETTER OF NON—JURISDICTION ' N — STANDARDS FOR SDRVEYtiS As ESTABLISHED DATED APRIL 1, 2021, APPLICATION #1-4738-04772 0P 005FDANT E 10"OAK QA1F X 4 24.O,AK —12 BY THE LI.• AN ROBED ANDYiDOPTED GO 'I MON• _ _ FEE SU OCSE'- ENE�`�K=. TATELLAND CONC. 14 OA i 'i f' J 1 B"OAK —10"oAK 12" -— 1 a•OAK— 1 o LEGEND y J 1 `%: — 8. 18 — a 0 1 — — LOAK—— / — — G 3 O PROPOSED FUTURE 50% EXPANSION POOL +' O 8——— — / TWIN 14'oAK— — ; �s:t 6— — , FLAG 2 \ FLAG 4 ® PROPOSED SANITARY LEACHING POOL FLAG 1 _ _ / _ \ LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY \ 4 \s COLS ENVIRONMENTAL SERVICES ON 10/25/2020 OLIO PROPOSED FUJI CLEAN CEN-7 ———�ORDINARY HIGH WATER MARK' TREATMENT TANK Rv �N //f • PROPOSED DISTRIBUTION BOX .S?UC. No. 50467 S $9'57' " �V 1 01'61 _4 SEAWARD EDGE OF MARSH PROPOSED 8, DIA. X 8, DEEP DRYWELLS „ ,„a UNAUTHORIZED ALTERATION OR ADDITION FOR ROOF RUN—OFr AMC' SECTION E THIS SURVEY IS A VIOLATION OF p Nathan ft orwin III EDUCATIONZLABW OF. THE NEW YORK STATE TREE TO BE REMO D {E Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING DEEP HOLE CREEK EMBOLAND SSEDSEAL SRVEYO HALL INKED NOT BE CONSIDERED •:�..:' TREE TO REMAIN TO BE A VALID TRUE COPY. AUGID — 2�22 Successor To: Stanley J. Isaksen, Jr. LS. CERnFICATIONS INDICATED HEREON SHALL RUN 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 USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSn— PHONE (631)727-2090 Fax (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. Southold Town OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS Board of Tnistees 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY 51TUATE: MATTITUCK TOWN : 5OUTMOLD E 5U FFOLK COUNTY' NY D E C E s SURVEYED 08-28-2020 JUN 5 2022 SUFFOLK COUNTY TAX # 1000 — 115 — I 1 — 14 SoutholdTown Board of Trustees CERTIFIED TO: GERARD E.DIFFLEY KAREN L.DIFFLEY PECONIC ABSTRACT,Inc. CITIZENS BANK 9 r p V A� Oa 1 1� a5ph t u cl,. � /1/ PpIN� RpAD `� Pol-E O 2�39�20,f p,KA�UPTpNS 1,N -� so w ;N O oaf 10 N; o - �28 SO„w 300•p0' coy AY . 8 O D�aV r` o Ge 1G^' _ 01, ` e q N N I9 S- N .0 " _ Q N C. CiONC' jT00? r n o v III GA �+O z _ s45 23-@ N F 01-16 c O 22.0 Z 70 l � O G z �-0 z � u o A - o t4 TOP OF SLOPE O 0- ORDINARY HIGH WATER MARK 589057'24"W 101 .61 ' DEEP MOLE CREEK- ' "Unouthorized alteration or addition to o survey NOTES: ma bearing a licensed land ourve rs seal is o p 9 ya MONUMENT POUND J O h N C. E h LE RS LAND S U RVEYO t L?� Yam' violation of section York sub—division io of the ��:? �'-•' ,b New York State Education law.' `;l �� `i�\'=_:`••`.,ti "only copies from the original of this survey "�'0•.''�V, wV�, ?,v (� { morked with an original of the land survayars s, f`rw is stamped seal shall be considered to be valid true • 1�' 19�;:'.�.%7.l`.' y �'� copies" G EA5T MAIN STREET N.Y.5. LIC. NO..5Q202 �; ;;1;1:=. .,•7 {; "Certifications indicated hereon signify that this z-1 fl�:,s M1�it1)� survey woe oro maid in occordonca with thoad ted Area = 18,000 Sa. Pt. RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 ' �t , 2* =r 3 f y th Code of Practice for Land Surveys adopted '•! �' ;Ir".r`O"^� �"] b the New York Stoic Association of Professional n f 1" Land Surveyors. Said certifications shall run only Area = 0.42 Acres e5urve o tontine.net 1 ' to the person for whom the survey is prepared, GRAPHIC SCALE I n= 3 t �� aen— nd agency and lending i title nsliluUan Ilsl d hereon,and - - to the assignees of the lending institution. Cortirico- 2020-1451 lions are not transferable to additional institutions GERRARD DIFFL Y 1050 LUPTONS POINT RD MATTITUCK, NY 11952 SCTM: 1000-115-11-14 PREPARED BY CES ON 10/29/2020 PHOTO 1 11 r7 i� e- s 4 [ ! { t ,s '\ gk+r � _ ; � ��' •.'tom ; �� PHOTO 2 C v �,44m, Fir". s IF GERRARD DIFFL Y 1050 LUPTONS POINT RD MATTITUCK, NY 11952 SCTM: 1000-115-11-14 PREPARED BY CES ON 10/29/2020 PHOTO 3 r- '�'�.•.- �� ••-�"��_��dew��• � 37 .`,� r PHOTO 4 t� � ti.. Y I 1 ' • •• • � 111 � •' `� ' I i • 1 • 1 1 Y � :4 tv '� ' "max,._ •'!''\' A '.`; * `'Sryp go T-- ;.�.� °av-a,. SEE sec,xo.,ae „wmi tO.tPM t:�.= RInTGH x[ r w ,Ptg00 9 e ... :5 t-'�-0 a+ x,av�, GREENFORT 2 ! SHG TJ.an{el ♦ x OA46 -01 S �Nmr Nj,1ZT #t3 C a 9'9 as so, x{ 14, '4 T 6 t ,y .y ra"•. 5 ° __.. V S. ,y; PIP }s OB-T-03 � � 'a a21Alc! , �' •„ � 'T � ,9.x -i p IO.M x�g w t8 M(cl 060^a, ". K Y;� •SA' � � ,5 � AN -h � °°{{ g �s m 4` a, N w Is 5T { a $� � t •BR u. r ,r sonE '� ,d�,�'+ r.avG £;,�A° 2 a ` € C.ro. 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Po� $ xFet rrwirr rM aBivKE nObL�r a ,� wro Huth ar 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 Wed., August 10, 2022 the following recommendation was made: Moved by Caroline Burghardt, seconded by Shannon Wright, it was RESOLVED to NOT SUPPORT the application of GERARD & KAREN DIFFLEY to remove the existing house, deck driveway and curb. Construct new 47'X 61' house with a 24'X 5' front porch and 21'X 5' rear porch. Installation of a 40'X 35' stone patio with 15'X 15' shade porch and installation of a 30'X 14' in-ground pool, with drywell for pool discharge. Rear yard to be enclosed with a pool enclosure fence. Installation of a 4'X 4' outdoor shower, pervious driveway in front yard, existing septic system to be abandoned and installation of a new I/A septic system in front yard, Located: 435 Luptons Point Road, Mattituck. SCTM#115-11-14 Inspected by: John Stein, Caroline Burghardt, Carol Brown, Maggie Merrill, Shannon Wright The CAC does Not Support the application due to inadequate setbacks of the proposed swimming pool and dwelling. The proposed structures are too close to wetland boundary and not in compliance with the LWRP. "dote of Council: Ayes: All Motion Carried OFFICE LOCATION: � MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 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: August 10, 2022 Re: LWRP Coastal Consistency Review for GERARD & KAREN DIFFLEY SCTM# 1000-115-11-14 Cole Environmental Consulting on behalf of GERARD & KAREN DIFFLEY requests a Wetland Permit to demolish existing dwelling, deck, driveway and curb; construct a new ±48'6" x ±61'2" two- story irregular shaped dwelling (±2,354sq.ft.) with a full basement (±2,354sq.ft.); remove ±387 cubic yards of soil for the full basement; construct a ±24' x ±5' front porch; a ±21' x ±5' rear porch; a ±4' x ±5' entry stoop on east side; install a ±40' x ±35' irregular shaped stone patio with a ±15' x 15' shade porch; install a ±30' x±14' in-ground swimming pool with a max depth of±7'; proposed patio, shade porch and pool to be on-grade; install a drywell for pool discharge; install a pool enclosure fencing; install a ±4' x±4' outdoor shower; remove ±80 cubic yards of soil for pool excavation; install a pervious semi-circle driveway landward of dwelling; existing septic system to be abandoned (system to be pumped clean and filled with clean sand from upland source); and the installation of a new I/A OWTS system landward of dwelling; there is no proposed grade change. Located: 1050 Lupton Point Road, Mattituck. SCTM# 1000-115-11-14 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. 1. The recommendation is made due to the size of the property and the room needed to a I/A OWTS even though the structure is more seaward than the existing one. 2. Consider requiring a vegetated, non-turf buffer to mitigate the shift of the structure seaward. Retain trees and existing vegetation within the buffer. 3. Where will the outside shower drain? 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 Cantrell, Elizabeth From: Kate Rummel <kate@coleenvironmentalservices.com> Sent: Tuesday, August 2, 2022 4:23 PM To: Cantrell, Elizabeth Subject: RE: Diffley application; SCTM# 1000-115-11-14 Hi Elizabeth, Terribly sorry! It is supposed to read +/-80 cubic yards to be removed (for pool excavation). Kindly reply all. Best, Kate Rummel Project Coordinator Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 631-369-9445 CES Website From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Tuesday,August 2, 2022 3:54 PM To: Kate Rummel <kate@coleenvironmenta Ise rvices.com> Subject: RE: Diffley application;SCTM#1000-115-11-14 Hi Kate, I have one question regarding the latest project description. I highlighted the sentence, it is not making sense to me. Is it an error or can you please clarify. Thank you. 5*''Cd eaewff Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny From: Kate Rummel <kate@coleenvironmentalservices.com> Sent: Monday,August 1, 2022 2:54 PM To:Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Subject: RE: Diffley application; SCTM# 1000-115-11-14 Hi Elizabeth, 1 1 E 'S 1 I 1111'1 425 Montauk Highway East Quogue, NY 11942 (631) 369-9445 www.ColeEnvironmentalServices.com July 29, 2022 Attn: Elizabeth Cantrell Senior Office Assistant Town of Southold Board.of Trustees 54375 Route 25 PO Box 1179 Southold, NY 11971 Re:Jerry Diff ley 1050 Luptons Point Road Mattituck, NY 11952 SCTM No: 1000-11500-1100-014000 'Dear Elizabeth, Regarding your email dated July 8, 2022, please find the following items enclosed: 1. Four(4) original stamped surveys that note the distance from the top of slope to proposed structures 2. One (1)full set of to-scale site/construction plans in its original size, and three (3)full 11"x 17"sets 3. Four(4) copies of an updated project description 4. Four(4) copies of the updated Wetland/Trustee Lands Application Data page Additionally, please note the following: 1. The proposed stoop on the east side of the dwelling is±4'X±5'. 2. Both the proposed pool and patio are to be on grade. 3. Clean upland fill is to be deposited in the existing septic tank as a means of abandonment. No change to the existing grade is proposed. Proposed pool is to be±7' deep, and the proposed basement is to be± 8' deep. Sincerely, IRD , E C E I V E Kate Rummel Project Coordinator AUG 1 2022 Cole Environmental Services, Inc. SoutholdTown Owd ofTh&" 425 Montauk Highway East Quogue, NY 11942 (631)369-9445 www.ColeEnvironmenta[Services.com July 29, 2022 Attn: Elizabeth Cantrell Senior Office Assistant Town of Southold Board of Trustees 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Updated Description -Updated July 29, 2022 Jerry Diffley 1050 Luptons Point Road Mattituck, NY 11952 SCTM No: 1000-11500-1100-014000 REMOVAL OF EXISTING HOUSE, DECK, DRIVEWAY AND CURB. CONSTRUCTION OF NEW±48'6"X±61'2" IRREGULAR HOUSE(±2,354 SQUARE FEET) WITH A FULL BASEMENT(±2,354 SQUARE FEET). ±387 CUBIC YARDS TO BE REMOVED. CONSTRUCTION OF A±24'X±5' FRONT PORCH,A±21'X±5' REAR PORCH. INSTALLATION OF A±40'X±35' IRREGULAR STONE PATIO WITH A±15'X 15'SHADE PORCH. INSTALLATION OF A±30'X± 14' I N-GROUND POOL. POOL TO HAVE MAX DEPTH OF±7'. ±80 TO BE REMOVED. PATIO,SHADE PORCH,AND POOL TO BE ON GRADE. ROOF RUNOFF DRY WELL TO BE USED FOR POOL DISCHARGE. REAR YARD TO BE ENCLOSED WITH POOL COMPLIANT FENCE. INSTALLATION OF A±4'X±4' OUTDOOR SHOWER. INSTALLATION OF A±4'X±5'STOOP. INSTALLATION OF A PERVIOUS SEMI CIRCLE DRIVEWAY IN FRONT YARD. EXISTING SEPTIC SYSTEM TO BE ABANDONED (SYSTEM TO BE PUMPED CLEAN AND FILLED WITH CLEAN SAND FROM UPLAND SOURCE). INSTALLATION OF NEW I/A SYSTEM IN FRONT YARD. NO PROPOSED GRADE CHANGE. ECEIVE AUG - 1 2022 Southold Town Board of Trustees Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Friday,July 8, 2022 10:03 AM To: 'Kate Rummel' Subject: Diffley application; SCTM# 1000-115-11-14 Good Morning, The office of the Board of Trustees began the review of the above referenced application and request you submit the following information as soon as possible in order to continue being considered for the August 171h public hearings. 1. The survey submitted is not an original,stamped survey. Please submit four(4)original stamped/certified surveys. 2. Please be advised that the Board's jurisdiction would be taken from the top of slope/bank/bluff, not the landward edge of tidal wetlands. All of the bank/slope/bluff is considered "wetlands" and the jurisdiction begins at the top crest of the bluff/bank/slope. Please update either a site plan or survey depicting the distance to proposed from top of bank/bluff/slope. 3. Please submit four(4)full sets of the site/construction plans and elevations with one set in its original size and the other three to be submitted in 11"x17"To Scale size, all stamped/certified by the architect. 4. Please provide the size of the proposed entry porch on the east side of the dwelling (information via email is acceptable). 5. For the proposed pool and patio, are they to be on-grade or raised. If raised, please provide elevations and wall height for proposed. 6. In the application on the "Wetland/Trustee Lands Application Data" form,for the question Depth of which material will be removed or deposited you have+/-8ft. If the fill is to be deposited, please provide four sets of elevations of existing and proposed as raising the existing grade on a property requires a Trustee permit. At this time,the office still has this application slated for our August 17th public hearings. we d'Q not e, 've the Ftequeste� ' f9 9rna:tio,n by Twines ay, ug.us �`t a aipp'I cati9ra wii9J�be.�tab O fro Xi s gea a and•wi I :of be er�sc- edul'ed untiThe,reguesfec as been su If you have any questions, please do not hesitate to contact me. Sincerely, Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov i J Town Hall Annex Michael J.Domino,President 64375 Route 25 John M.Bredemeyer III,Vice-President A. - f P.O.Box 1179 Glenn Goldsmith `�. ' s Southold,New York 11.971 X , A.Nicholas.Krupski ' =` ' Tele hone(631)765-1892 P Greg.Williams ' BOARD OF TOWN TRUSTEES ��?; J U N 1 5 2022 TOWN OF SOUTHOLD This Section For Office'Use Only Southold Town Board of Trustee Coastal Erosion Permit Application X Wetland Permit Application Administrative Permit Amendment/Transfer/Extensio Received Application: �`�'r• ��_ eceived_Fee: $ Completed Application: Incompletei - SEQRA Classification: Type I Type II Unlisted Negative Dec.. Positive Dec. Lead Agency Determination Date: ,Coordination:(date sent): . ��- WRP Consistency Assessment Form Sent: - y 2Z O.AC Referral Sent:.. r/ Date of Inspection: . Receipt of CAC Report: ,Technical Review,*. __ Public Hearing Held: °fI 4 -._- Resolution: Owner(s)Legal Name of Property(as shown on Deed):GERARD DIFFLEY k�FRt✓nl 1(= Lt✓\( Mailing Address. 435 LUPTONS POINT ROAD, MATTITUCK, NY 11952 Phone Number: 631.987.5130 11500-1100-014000 Suffolk County Tax Map Number: 1000- 1050 LUPTONS POINT ROAD, MATTITUCK, NY 11952 Property Location: (If necessary,provide LILCO Pole#, distance to cross streets,and location) AGENT(If applicable): COLE ENVIRONMENTAL SERVICES Mailing Address: 425 MONTAUK HIGHWAY, EAST QUOGUE, NY 11942 631.369.9445 Phone Number: Board of Trustees Application GENERAL DATA Land Area(in square feet): 18,600 SQUARE FEET Area Zoning::R40 RESIDENTIAL Previous use of property:- - - Intended use of property: RESIDENTIAL Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes", be advised this application will be reviewed by the Building Dept, prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X -No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? 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 X No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description(use attachments if necessary) REMOVAL OF EXISTING HOUSE, DECK, DRIVEWAY AND CURB. CONSTRUCTION OF NEW±47'X±61' IRREGULAR HOUSE(±2,354 SQUARE FEET)WITH A±24'X±S' FRONT PORCH,A±21' X±5' REAR PORCH. INSTALLATION OF A±40'X±35' IRREGULAR STONE PATIO WITH A±15'X 15'SHADE PORCH. INSTALLATION OF A±30'X±14' IN POOL. ROOF RUNOFF DRY WELL TO BE USED FOR POOL DISCHARGE. REAR YARD TO BE ENCLOSED WITH POOL COMPLIANT FENCE. INSTALLATION OF A±4'X±4'OUTDOOR SHOWER. INSTALLATION OF A PERVIOUS SEMI CIRCLE DRIVEWAY IN FRONT YARD. EXISTING SEPTIC SYSTEM TO BE ABANDONED (SYSTEM TO BE PUMPED CLEAN AND FILLED WITH CLEAN SAND FROM UPLAND SOURCE). INSTALLATION OF NEW I/A SYSTEM IN FRONT YARD. Board of Trustees Application N WETLAND/TRUSTEE LANDS APPLICATION DATA S E P 2 0 2022 Southold Town Purpose of the proposed operations: TO ENHANCE THE PROPERTY Board of Trustees Area of wetlands on lot:_ ± 1,650 square feet Percent coverage of lot: . 19.2 % Closest distance between nearest existing structure and upland edge of wetlands: 93.8 feet Closest distance between nearest proposed structure and upland edge of wetlands: 58 feet Does the project involve excavation or filling? No X Yes If yes,how much material will be excavated? ±470 .cubic yards CLEAN SAND TO BE USED TO FILL EXISTING SEPTIC How much material will be filled? ± 15 Cubic yards FOR ABANDONMENT Depth of which material will be removed or deposited:-- feet POOL EXCAVATION: 7' DEEP BASEMENT EXCAVATI1ON:±8'DEEP ` Proposed slope throughout the area of operations: 3% Manner in which material will be removed or deposited:CLEAN UPLAND SAND TO BE USED-TO FILL EXISTING SEPTIC 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): EFFECT ON TIDAL WETLANDS WILL BE MINIMAL. ALL PROPOSED ACTIVITY WILL BE LANDWARD OF THE 16' ELEVATION CONTOUR. I/A SYSTEM PROPOSED TO HELP REDUCE NITROGEN. SILT FENCING TO BE USED DURING CONSTRUCTION. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations; TO ENHANCE THE PROPERTY Area of wetlands on lot:, ± 1,650 square feet Percent coverage of lot: 19.7 % , Closest distance between nearest existing structure and upland edge of wetlands: .. 93.8 feet Closest distance.between nearest proposed structure and upland edge of wetlands: 55 feet Does the project involve excavation or filling? --No X Yes If yes,how much material will be excavated? ± 110 cubic yards How much material will be filled? ± 15 cubic yards Depth of which material will be removed or deposited:. ±8 feet Proposed slope throughout the area of operations: 3 Manner in which material will be removed or deposited:CLEAN UPLAND SAND TO BE USED TO FILL EXISTING SEPTIC 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):. EFFECT ON TIDAL WETLANDS WILL BE MINIMAL.. PROPERTY IS ON A BLUFF. ALL PROPOSED ACTIVITY WILL BE LANDWARD OF THE 16' ELEVATION CONTOUR. I/A SYSTEM PROPOSED TO HELP REDUCE NITROGEN. SILT FENCING TO BE USED DURING CONSTRUCTION. 61 Z20 Appendix B Short Environmental Assessment Form 1118tructions:for ctimplletiuy Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part l based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 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: DIFFLEY HOUSE Project Location(describe,and attach a location map): 1050 LUPTONS ROAD, MATTITUCK, NY 11952 Brief Description of Proposed Action: REMOVAL OF EXISTING HOUSE,DECK,DRIVEWAY AND CURB. CONSTRUCTION OF NEW±47'X±61'IRREGULAR HOUSE(±2,354 QUARE FEET)WITH A±24'X±5'FRONT PORCH,A±21'X±5'REAR PORCH. INSTALLATION OF A±40'X±35'IRREGULAR STONE PATIO WITH A±15'X 15'SHADE PORCH. INSTALLATION OF A±30'X±14'IN POOL. ROOF RUNOFF DRY WELL TO BE USED FOR POOL DISCHARGE. REAR YARD TO BE ENCLOSED WITH POOL COMPLIANT FENCE. INSTALLATION OF A±4'X±4'OUTDOOR SHOWER. 'INSTALLATION OF A PERVIOUS SEMICIRCLE DRIVEWAY IN FRONT YARD. EXISTING SEPTIC SYSTEM TO BE ABANDONED(SYSTEM TO BE PUMPED CLEAN AND FILLED WITH CLEAN SAND FROM UPLAND SOURCE). INSTALLATION OF NEW I/ASYSTEM IN FRONT YARD. Name of Applicant or Sponsor: Telephone: 6k.369.9445 COLE ENVIRONMENTAL SERVICES ON BEHALF OF GERARD DIFFLEY B"Mail: INFO@ Address: 425 MONTAUK HIGHWAY City/PO: State: Zip Code: EAST QUOGUE NY 11942 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO. .YES, administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2, 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO VIES If Yes,list agency(s)name and permit or approval: TOWN OF SOUTHOLD BUILDING,DEC,SUFFOLK COUNTY DHS 3.a.Total acreage of the site of the proposed action? 0.42 acres b.Total acreage to be physically disturbed? 0.2 acres c.Total acreage(project site and any contiguous properties)owned 0.42 or controlled by the applicant or project sponsor? _ __ acres :4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑.Commercial ®Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Park land Page 1 of 4 5. Is the proposed action, - NO YES N/A a. A permitted use under the zoning regulations? a a, o b.Consistent with the adopted comprehensive plan? X a a. .o 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES.__ I andscape? ❑ 51 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:!PECONIC BAY AN ENVIRONS. PROTECT PUBLIC HEALTH,WATER, 1771 VEGETATION AND SCENIC BEAUTY C�. 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES as b.Are public transportation service(s)available at or near the site of the proposed action? ® TT 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: JAI 10. Will the proposed-action connect town existing public/private water supply? NO' YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES,, If No,describe.method for providing wastewater treatment: „❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b, Is the proposed action located in an archeological sensitive area? `_X X 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO. VES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody?If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: X- y '❑ 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 IN] 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? Q. D 16.Is the project site located in the 100 year flood plain? NO. YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES_ If Yes, a.Will storm water discharges flow to adjacent properties? ®NO [:]YES �. b.Will storm water'discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO ®YES DRYWELLS AND TRENCH DRAINS ARE PROPOSED Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO '' YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size- • _ _ '19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO , YES solid waste management facility? If Yes,describe: 5 ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ® n AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE ± KATE RUMMEL,AGENT,COLE ENVIRONMENTAL SERVICES 06.08.22 Applicants .onsoornn e: Date: 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 I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I., Will the proposed action create a material conflict with an adopted land use plan or zoning 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)? u 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? El 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate El.reasonably available energ conservation or renewable energy opportunities? a, 7. Will the proposed action impact existing: a.public/private water supplies? El 1—. 1 b.public/private wastewater treatment utilities? 8. Will the proposed action impairthe character or quality of important historic,archaeological, I�l ❑ architectural or aesthetic resources? 9. Will the proposed action result'in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? a �[ Page 3 of 4 No,or Moderate'_ small to large impact impact may may occur occur M Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? ❑ ❑ 11. Will the proposed action create a hazard to environmental resources or human health? ❑ ❑ Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 1 i t APPLICANT/A0 ENURIEPRESENTATW E TRANSACTIONAL DISCLOSURE-FORM a k The Tod+m of S ti 'ald's'G de of l?thics. to iibits conflicts nfintcrex't`i�n=t a zirt of n�i' i rs ande Ia ee : li se of this r6rifi Is to iirhvide infarination which call alertthe tdwri aCiii ssilile conflicts o£intetnst and ailtita i##o take whateuer action is, iiecirs amto-avoid same: YOUR NAME: Dl FFLEN , G EPLI t20 (Last name;first name;4iiddle.initial,upless'you are applying lathe name of someone else or other entity,such as a company:It so;indicate the other person's or company's name.) NAME OF APPLICATIONc.(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 ac,tivity:) . Do'you personally.(or through ykut:company,:spouse,-sibling:p4rent;-:or-child)to Ve relntionship:ivtt i iuiy affccer or employee of the-ToNvn of,Southold? "RelaGnnship,'includes by blood_toarri�+ge,orbusmcss ii terest"`I3usiness inicrost"means.a business, including a'partnership,In which the town ot'lice`r'or employee l+as even partial rry nership;of(or v nployment:ny):acorporation inwhich'the town officer,ar employee:tiigns mpre_than!Mf of the shares. YES NO X if you answered"YES'.',comptete: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. Descnbe:the,ediadonship between youisetf(the applicajiVaggnt/representative)and the.town officer or employee:Either check the appropriate line A)through.D)tindlor describe,in the.spacc provided. The town officer or employee or his or her spouse,sibling,parent;or child,is(check all that apply): 1�.'tfie:ewirer.o greater than S°A of the shares.ofthe.,e t orate stock of the applicant (wben,tl�e applicant�s a,carpar�tion};:. Icgal:arbeneftcjal owhei,of any interrst'in a non-corporate entity(when the 3ppticari�is:ciat_a carpocation) ),an_.officer,iliector;.partnor,or tenployee of the:uppllcant;ar. D)the actual applicant. DESCRIPTION OF RELATIONSHIP Subnnitted.this 2-S day of OCTObrc R 20 2D Signature. -- PrintName DVIFI LE`{ LG E Ci 1� Form:TS.I APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME : I _34I ! (Last name,first name,middle initial,unless you Are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit 7L Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the a pplicant/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 that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of_� ,20 Signature Print Name K a-v a-_ t.- (�„ Board of .Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We,� C E P-A 21) D I FF L—E owners-of the property:identified as.SCTM# 1000__ < < - l --AL� in the town of New York, hereby authorizes COLE ENVIRONMENTAL SERVICES 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 Property Owner's Signature Property Owner's Signature QS f SWORN TO BEFORE ME THIS . .'� S DAY OF �c ��r.. . . ,.20- c) DENNIS W COL.E Notary.Public NOTARY PUBLIC,STATE OF NEW YORK Y. Registration No. 01 C06317241 Qualified in Suffolk County Commission Expires December 29,20?-'Z Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) 1/We,_ owners'of the.property identified as SCTM# 1000-1 in the town of New York,hereby authorizes COLE ENVIRONMENTAL SERVICES to act as my agent and handle all necessary work involved.with the application process for permit(s)from the Southold Town Board of Trustees for this.property.. Property Owner's Signat a Property Owner's Signatu e SWORN TO BEFORE ME THIS . ?S DAY OF,- e7 Notary.Public DENNIS W COLE NOTARY PUBLIC, STATE OF NEW YORK Registration No. 01006317241 Qualified in Suffolk County Commission Expires'December 29,20 2� Board of .Trustees Application. AFFIDAVIT C L PA P D D I Fr LE : :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 B.OARD:OF TRUSTEES.HARMLESS.AND FREE FROM.ANY AND ALL DAMAGES AND CLAIMS ARISINGGUNDER,OR BY VIRTUE'OF SAID PERMIT(S);IF GRANTED. :IN COMPLETING THIS_APPLICATION,,I.HEREBY.AUTHORIZE THE: TRUSTEES,THEIR AGENTS).OR REPRESENTATIVES,INCLUDING.THE s CONSERVATION ADVISORY COUNCIL,.TO-ENTER ONTO MY PROPERTY TO INSPECT THE PREMISESIN CONJUNCTION WITH'THIS APPLICATION., INCLUDING A FINAL.INSPECTI0 .. I F.URTHER.AUTHORIZE THE BOARD.OF TRUSTEES TO.ENTER.ONTO MY PROPERTY.AND AS REQUIRED TO INSURE. COMPLIANCE WITH ANY-CONDITION-OF ANY WETLAND OR COASTAL ERGS ION.PERMIT ISSUED:BY THE:BOARD;OF TRUSTEES.DURING T .E TERM OF THE PERMIT. xgnature of Property. - er. Signature of Property Ownei SWORN TO,BEFORE ME THIS ...2 5 . .. ._DAY OF._._.C' DENNIS Vl f CUL_E NOTARY PUBLIC. STATE OF NEW YORK Notary FAlic Registration No. 01006317241 Qualified in Suffolk County Commission Expires December 29,20 2a i Board of :Trustees -Application ;AFFIDAVIT V-A P E N T) I F F LEA --,-_.-._._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 S,OUTH.OLD AND THE t 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 s CONSERVATION ADVISORY.COUNCIL O. ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN:CONJUNCTION WITH THIS APPLICATION, INCLUDING.AFINAL.INSPECTION. I FURTHER.AUTHORIZE THE:BOARD.OF TRUSTEES TO ENTER.ONTO MY.PROPERTY AND AS:REQ.UIRED TO.INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR:COASTAL ERO SION PERMIT'ISSUED BY THE BOARD OF TRUSTEES.DURING THE TERM OF THE PERMIT. r Signature of:Property. caner: Signature of Propel weer f_ SWORN TO BEFORE IVIE THIS . .. _.. . .,DAY OF,_. G ..u�►r'G. .... - : 2Q. - � y. DENNIS W COLE Nota .Publie NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01 C06317241 Qualified in Suffolk County Commission Expires December 29,202Z APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM the'Town of Southold's Code617-EthiesDr6hibits conflicts of interest on'the part of to�Vn',off►ccrs and employees.The nurrwse of this fnn is"ta provide:information which can alert-the t6wn of-possible conflicts ofintcie5t and allowit totalte whfltever.aclion is i necessary to avoid same; YOURNAME: RUMMEL, KATE (Last name,first name,.otiddle initial,unless you are applying in-the name of r someone else or other entity,such as a company.If so,indicate the other petson's or company's name.) NAME OF APPLICATION: (Check all that apply.) , Tax grievance Building Variancetee X i Variance Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other Of"Other'',name the activity.) Do you.personally,(or through your company;:spouse,sibling,parent,or child)have a relationship with any officer or etnplpyei: of the Tawn.6f Soidhold? "Relationship"includes by—blood,nlarriage,.or'liusiiiess interest"Business interest"'means a business; including a partnership,In which the town.of k-_-or empl'ayee has even a partial ownership.of(or-employmeat by ,a c4oratioot in which the town offset oi;employee owns more than 5%of the shares, YES NO X If you answered"YES",complete the balance of this forth 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)an'tllor desc4be in theespace provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)Uie owner.of greater than 50/of the shares of the-corporate stock of the applicant (when the applicant is''corporation)', 13)the legal-or"benef bial owner of'tiny interest in a non-corporate entity(when the applicant is not:a corporatipn); C)an officer,director,,partnei-,anempioyee ofthe applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of U N E 20 2 2 Signature - PrintName fVdM M EL I Form TS l y Board of Trustees Applicat i PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: 11 - 01 - 13 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 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#:Gerard£ 40 r¢n D I ff le 1000-1 (S • l l - I NAME: ADDRESS: STATE OF NEW YORK COUNTY OF SUFFOLK m 'Y-n ..................... � residing at �wt _ ..... r►V2 being duly sworn, deposes and says that on q� ...... . �.................... . the V day of ,w 1 „_ _,, 20 2 2—, 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 _.�... EQ �.. �.0 e...................�.....m.___......._......................��...��........��...._ that said Notices were mailed to S U� each of said persons by CERTIFIED MAIL/RETURN RECEIPT. .............. . _ ........_ 15 Signature Sworn to before me this Day of.D..uC2 0. �... � I n � a r f atl'y l"Lsl II, EVE L.GATZ-SC NOTARY PUBLIC.STATE OF VEW YORK Registration No.OIGA6274028 Qualifies)in Suffolk.County Commission Expires Dec.24,20�t � ` as �® C O Er a 1 rr O I. owe I a v1�. � ertiltlad M,t11 Fee $4.�;,� � � � 42 'certified tuawu raa 4 I Ii I u 1 tl w $stra SeNiCaa&F (ClW bo)4 � �� u I $ r tJ I tdddRY.,a to I kad ., ctra Servkcea -taS dCraxf kro rp� Return Receipt(henicoPY) $ ❑Return Receipt(hardcopY) t I Postmark " ❑Return Receipt(etectronlc} $. Pe ark Rece C3 p Return d Mali RasuldaiadD $ ere C3 []Adult Signature Required $ � � ❑Certified Moil RM'�ffidcted.Delivery $ � �q C ®Adult Signature Required $ -. Adult Signature Restricted Delivery$'. ..,...—....- plm � . Certified Mall Restricted Delivery $„. d 11 C3 E] C3 Adult Slignpgure Restactaad:::.Dellvery$,. 3/08! I �� o Floatage $1.68 ^t ' 0 F taco $1.68 � �� 08/08/ 02``2 � C3 Er 130.49 O BOX 1301 UST ,. E3 J POWEL- 155-521015T STREE' :,USP' r-qru #2 �, �1 'M � , o MATTITUCK, NY m HOWARD BEACH, NY 11414 .............. e m Er O N4}a ' ryV tC3 rU �, 0111 apt Pao - ^ rr� E u I - a 4.�. Oxtra vrv10e13E epakmeclax�dd�naa �I� U II 'ad Ma"Fee 4.1 ii i �, i [1Ftnuran Receipt(hardcopv} $ ru r=1 []Return Receipt(electronic} $ ail dae Ln $ r el p W, (} u 7 f4trae'n aee a'eS(cNadMr adw add w a ®Certified Mall Restricted Delivery $ '{ lttrhurn Receipt(hardcoPl� ��rk Adult Signature Required $ rrq [}Return Recelpt(etechronic) $ E]Aduk Signature Reshlcted0olb"$ C3 i C3 ®Certified Mali ResMcted Delivery $ C3 Postage i Y 5 a Adult $1 Signature Required + � o O Adult Wgna two Restricted Delivery Er A I R RV T R b � C3 postage ED 022 E M BAAA� ,a 1150 LUPTON POINT ROAD o WINTER PLACE o MATTITUCK, NY 11952 ................... It � ru EAcT-NORTHPORT, NY 11731 .................. - C3 r e a r`- ----------- COMPLETE MII Complete items 1,2,and 3. Sign INwV Print your name and address on the reverse �„ ❑Agent so that we can return the card to you. ❑Addressee 111 Attach this card to the back of the ailp etre B. R ived to rn Va oery or on the front if space permits. 1 19 Z1 1. Article Addressed to: D. Is delivery address different f item 1? ❑Y If YES,enter delivery address slow. ❑No BRAND LIVING TRUST PO BOX 1301 MATTITUCK, NY 11952 II I I I I III I I II II III I II I I II I II II II I II 3. Service Type ❑PriorRegIftY Mall Expresse ted ❑Adult Signature ❑ agiBtarad Ma&Ita Cd utt Signature RestrictedDelivery ElIR fatered Mall Rattricted rt 9590 9402 6585 1028 6172 76 f Certifi d Mail Restricted Delivery ❑Signature cent nfifiI ❑Collect on Dellvery ❑Signature Confwnnallon 2. Article Number(Transfer from service Iabeo ❑Collect an Delivery Restricted Delivery 1ie3trict tk1 Delivery ' ured Mail 7021 0950 0001 5524 0984 cured MDall Restricted Delivery i PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic-Return Receipt 1, Glenn Goldsmith,President ' F'F01 Town Hall Annex +�" `°r A.Nicholas Krupski,Vice President 54375 Route 25�"�� ,� Eric Sepenoski P.O. Box 1179 Liz Gillooly iry Southold,NY 11971 Elizabeth Peeples " Telephone(631)765-1892 p Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of GERARD & KAREN DIFFLEY 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 EIGTH DAY OR LATER I, U 1M IM P, 1 , residing at/dba S VO4c000d N V 2 G-gst Ou 001 ue N 119 4 2 being duly sworn, depose aid says: +In That on the day of AuquSt , 2022, I personally posted the property known as IoSO Lu t'ons Point 0-ocid. Moi+ +(Uck , N L4 119 52. by placing the Board of Trustees official noticing 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,August 17,2022. Dated: (signature) Sworn to before me this 16tay ofQLt#20d-)- EVE L.GA` Z-SCHWAb1BORN NOTARY PUBLIC,STATE OF NEW YORK Notary 11 l Rec stration No.(1IGA6274028 C,uttlil"ued in Suffolk County Comission Expires Dec.24,20-OLT NUTI E Oim Ht: An11,%' 1NG 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: GERARD & KAREN DIFFLEY SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing dwelling, deck, driveway and curb; construct a new ±48'6" x ±61'2" two-story irregular shaped dwelling (±2,354sq.ft.) with a full basement (±2,354sq.ft.); remove ±387 cubic yards of soil for the full basement; construct a ±24' x ±5' front porch; a ±21' x ±5' rear porch; a ±4' x ±5' entry stoop on east side; install a ±40' x ±35' irregular shaped stone patio with a ±15' x 15' shade porch; install a ±30' x ±14' in-ground swimming pool with a max depth of ±7'; proposed patio, shade porch and pool to be on-grade; install a drywell for pool discharge; install a pool enclosure fencing; install a ±4' x ±4' outdoor shower; remove ±80 cubic yards of soil for pool excavation; install a pervious semi-circle driveway landward of dwelling; existing septic system to be abandoned (system to be pumped clean and filled with clean sand from upland source); and the installation of a new I/A OWTS system landward of dwelling; there is no proposed grade change. TIME & DATE OF PUBLIC HEARING: Wednesday, August 17, 2022 — 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 .l Town of Southold ' 'COIVSIST .C'lr.ASSESSMENT FORM A. INSTRUCTIONS 1 . A11 applicants for permits* including Town of Southold agencies, shall complete this.CCAF for proposed actions that are.subject.to the Town of Southold Water&ont.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 mi -Section C, the prepares, 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 Qobosed ;action ,will_ be::evaluated-as-to,, its..si cant' ienefical and adverse effects anon the coastal area�whicfi includes all of.Soi�tliold Town.. 3;1 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. 'Tlius;sou ' answer,be,explieiiaed'`n de u'1,.11ist nn` ot -sup and<rion-- sum>r kinellets. If an action cannot be certified as:consistent.with'the.LWRI':policy standards and conditions,ifsho iiaf,,be u'iertake% A copy.of.the LWRP.is available in the following places: online:atthe Town of Southold 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# 11500 1100 = 014000 PROJECT NAME-_ DIFFLEY HOUSE The Application has'beenaubmitted to(eheck'appropriate responso): : X Town Board Planning Board, Building Dept. 0 Board of Trustees til 1. Category of Town of Southold agency action(check appropriate response): a Action undertaken directly by Town agency e capital construction,planning activity,agency regulation,land transaction) nn (b) Financial assistance(e.g.,grant,loan,subsidy) :(c) Permit,_approval,.license,certification: M Nature and extent:of action: REMOVAL OF EXISTING HOUSE,DECK,DRIVEWAY AND CURB.CONSTRUCTION OF NEW t 47'X t 61' IRREGULAR.HOUSE(f 2,35.4 SCtUARE FEETI WITH.A t 24'.X t 5'FRONT.PORCH.,A.t2 '.X1 tS'REAR PORCH--INSTALLATION OF A t 40' X t 35'IRREGULAR STONE'PATIO WITH A f15'X 15'SHADE PORCH. INSTALLATION OF A t 30'X t 14'IN POOL.. ROOF RUNOFF DRY WELL TO BE USED FOR POOL DISCHARGE. REAR YARD TO BE ENCLOSED WITH POOL COMPLIANT FENCE. INSTALLATION OF A t 4'X t 4'OU I DOOR SHOWE 4 OF'A PERVIOUS SEMICIRCLE DRIVEWAY IN FRONT YARD. EXISTING SEPTIC SYSTEM TO BE ABANDONED(SYSTEM TO BE PUMPED CLEAN AND FILLED WITH CLEAN SAND FROM UPLAND SOURCE). INSTALLATION OF NEW I/A r Location of action: 1050 LUPTONS POINT ROAD, MATTITUCK, NY 11952 Site acreage: 0.4247 ACRES Present land use: _ RESIDENTIAL Present zoning classification:. R40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: COLE ENVIRONMENTAL SERVICES ON BEHALF OF GERARD DIFFLEY 425 MONTAUK HIGHWAY, EAST QUOGUE, NY 11942 (b) Mailing address: (c) Telephone number: Area Code 631.369.9445 (d) Application number,if auy _ Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No:O 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. =1VELH PED COAST10LICY 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 I.VVRP Section III—Policies; Page 2 for evaluation criteria. Q.Yes '0 No Not Applicable PROPOSED PROJECT IS IN KEEPING WITH THE CHARACTER OF THE-AREA. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNW Section III—Policies Pages 3 through.6 for evaluation criteria 0 Yes'[-] No 0 Not Applicable 1 r 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 I Yes 0 No 0 Not Applicable PROPOSED PROJECT IS IN KEEPING WITH THE CHARACTER OF THE AREA. EXISTING TREES WILL BE MAINTAINED TO THE MAX EXTENT POSSIBLE. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWO Section III—Policies Pages 8 through 16 for evaluation criteria Yes No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of-Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes No ❑Not Applicable THE PROPOSED PROJECT INCLUDES THE INSTALLATION OF AN I/A SYSTEM 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. a o a Yes No Not Applicable 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. E Yes 0 No,Z Not Applicable Attach additional sheets if necessary i 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. 11 Yes LJ' NoEKNot Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal,waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through.46 for evaluation criteria. Ye�] No® Not Applicable Attach additional sheets if necessary _